Loading...
20090210 Site Plan 2 04082013w U m 3 m V1 a 0 0 N a, 01 M M (V n o N ti d 0 CL 333, - 334 _ RESTORE DISTURBED SURFACE$ IN ACCORDANCE WITH THE RESTORATION - - _ DETAIL ON SHEET CL2 INSTALL 50 LF 2" SCH. 40 PV(C PIPE SLOPE= 0.0050 FT /FT SEE ARCHITECT'S PLANS AND DETAILS FOR FUELING STATION DESIGN INSTALL OIL STOP VALVE VEN7r (SEE DETAIL SHEET C.1.2) IE= 334.37 ' M M / M 5(� SECTION 19, TOWNSHIP 17 NORTH, RANGE 1 EAST, W.M. THURSTON COUNTY, WASHINGTON EXISTING CLEANOUT RIM = J6.00 6" IE OUT-333.29 XISTING PUMP CHAMB l RIM= 336.27 INSTj/Ik 2-PVC CLEANOUT & BENDS AS REQUIRED 2" IE= 334.12 EXISTING 7500 GAL. SEPTIC L RIM-336,34 IF 6" PVC-33326 TOP TANK = 334.30 / n / 55— IEP � / EP u S / P EP - LEGEND Civil • Municipal • Geotechnical • Land Surveyin 0 0 INSTALL TYPE i CATCH BASIN W/ HERRINGBONE GRATE CONSTRUCT BOTTOM FLUSH WITH INVERT RIM =337 21 IE OUT (E)= 334.89 = INSTALL 34 LF PVC PIPE ASTM D3034 SDR R 35 SLOPE= 0.02 0.0200 F EXISTING o WATER LINE V BOLLARD ® YARD HYDRANT O LUMINAIRE WATER VALVE XXX.XX FIRE HYDRANT i SEPTIC PUMP CONTROL PANEL SS— WATER LINE w ss SEWER LINE FLOW LINE GAS LINE ens SAWCUT LINE UNDERGROUND POWER ucv EP EDGE OF PAVEMENT NEW CONTOUR FENCE LINE Civil • Municipal • Geotechnical • Land Surveyin 0 0 INSTALL TYPE i CATCH BASIN W/ HERRINGBONE GRATE CONSTRUCT BOTTOM FLUSH WITH INVERT RIM =337 21 IE OUT (E)= 334.89 = INSTALL 34 LF PVC PIPE ASTM D3034 SDR R 35 SLOPE= 0.02 0.0200 F Jerome CLEANOUT .. CAP / PLUG H KNIFE VALVE ® TYPE 1 CATCH BASIN -� FLOW ARROW GRADING SYMBOL XXX.XX FINISHED GRADE © POTHOLE SS— SEWER MAIN Q VENT MAIN FLOW LINE - - -- SAWCUT LINE STRAW WATTLE NEW CONTOUR -Er NEW EDGE OF PAVEMENT Jerome W. Morrissette & Associates Inc., P.S. 1700 Cooper Pt. Road S.W. #B -2, Olympia, Wa. 98502 -1110 Ph 360.352.94.56 Fx 360.352.99910 1 T ' 1 01 0 ®6® ,. INSTALL 24 LF 2" SCH. 40 PVC PIPE E,t0.0050 FT /FT SEWER SERVICE AS REQUIRED - CAP /PLUG EXPOSED ENDS INSTALL VORTCLAREX VCL30 OIL WATER SEPARATOR OR APPROVED EQUAL W/ HS -20 TRAFFIC RATED COVER 5 4" IE (IN)=3 . m 4" IE (OUT)= 333.95 ' - INSTALL m �� - - I =4' PVC CLEANOUT 4" IE= 33.78 i i -4" VALTERRA -PVC KNIFE GATE VALVE OR APPROVED- EQUAIL GP q P UGUGF u v (SOLVENT WELD - _PVC ..PRIMER AND CEMENT)- - .pG ucn`�u n 1 -36" MIN. DIAMETER CONCRETE. VALVE CHAMBER uca GP RIM 33600 (SEE DETAIL SHEET C7.2) L INSTALL 10 LF 4" PVC PIPE CR... ASTM D3034 SDR 35 ss d �SLOPEtA.0476 FT/FT -- -- gOT -IN -WYE s FIELD VERIFY DEPTH; MA- T €&4L$,_AND SIZES " PRIOq TO CONSTRUCTION AND ORDER C PARKS — - EP PVC POOL LENGTHS AS REQUIRED 6" Fk= 333.49 O ro " EP _ v 337 J 1 f5 - n J SS O I N /, s J Q 'ss %is APPROVED FOR CONSTRUCTION BY: DATE: DEVELOPMENT KOEW ENGINEER APPROVAL EXPIRES: INSTALL TYPE i CATCH BASIN W/ HERRINGBONE GRATE & OIL STOP VALVE (SEE DETAIL SHEET Ci.2) RIM= 337.21 IE IN (W)= 334.21 IE OUT (E)= 334.21 INSTALL 13 LF 4" PVC PIPE - ASTM D3034 SDR 35 SLOPE= 0.0200 FT /FT INSTALL 4" PVC TEE (SDR J5 INSTALL 4 "x2" REDUCER (SDR 4" FL 334.00 SCALE: 1 " =10 FEET 0 5 10 20 DATUM: N. A. V D. 29 J mx T N ' a 38 m _ n 35 x SCH. 40) m -- 1p _339 CALL BEFORE YOU DIG: THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL EXIS77NG UTILITIES. THE CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING THE UNDERGROUND LOCATE LINE AT 1- 800- 424 -5555 A MINIMUM OF 48 HOURS PRIOR TO ANY CONSTRUCTION. 1 \ 1 1 1 1 ss 1 1 \1 1 1 ss 1 11 1 1 1 EXISTING 6" CLEANOUT RIM= 338.10 6" IE= 334.76 EXISTING VORTCLAREX OIL /WATER SEPARATOR W/ TRAFFIC RATED LID RIM= 338.10 4" IE(IN)= 334.82 4" IF OUT= 334.82 EXISTING 4" STUB -OUT IE- 335.00 EXISTING 4" STUB - -OUT IE- 335.20 Z W �0 V 5U L • Z 0 U_, I.L LU Z 11 LU w L.L Q Z Z O N Z J LL II Z O O IL N Z C J W 0 Q c3 O O E U � � U C O � U � w ti C e w 0 Z Tff Llf LLJ w U V) ZCN 0Z ry U W L a. O O CI� O 0-C U I^Z N L.L E N C/) q/fb Project: 88TH Drawn: BID 01/19/13 ADD #1 01/29/13 Q 9 1/Wl S.p PROJECT 3 s'o LOCATION vL p PL��P R c VALLEY SrFL z LONG 0 100TH W n (D Ql t� 103RD SR Cy 9�F ss d �SLOPEtA.0476 FT/FT -- -- gOT -IN -WYE s FIELD VERIFY DEPTH; MA- T €&4L$,_AND SIZES " PRIOq TO CONSTRUCTION AND ORDER C PARKS — - EP PVC POOL LENGTHS AS REQUIRED 6" Fk= 333.49 O ro " EP _ v 337 J 1 f5 - n J SS O I N /, s J Q 'ss %is APPROVED FOR CONSTRUCTION BY: DATE: DEVELOPMENT KOEW ENGINEER APPROVAL EXPIRES: INSTALL TYPE i CATCH BASIN W/ HERRINGBONE GRATE & OIL STOP VALVE (SEE DETAIL SHEET Ci.2) RIM= 337.21 IE IN (W)= 334.21 IE OUT (E)= 334.21 INSTALL 13 LF 4" PVC PIPE - ASTM D3034 SDR 35 SLOPE= 0.0200 FT /FT INSTALL 4" PVC TEE (SDR J5 INSTALL 4 "x2" REDUCER (SDR 4" FL 334.00 SCALE: 1 " =10 FEET 0 5 10 20 DATUM: N. A. V D. 29 J mx T N ' a 38 m _ n 35 x SCH. 40) m -- 1p _339 CALL BEFORE YOU DIG: THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL EXIS77NG UTILITIES. THE CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING THE UNDERGROUND LOCATE LINE AT 1- 800- 424 -5555 A MINIMUM OF 48 HOURS PRIOR TO ANY CONSTRUCTION. 1 \ 1 1 1 1 ss 1 1 \1 1 1 ss 1 11 1 1 1 EXISTING 6" CLEANOUT RIM= 338.10 6" IE= 334.76 EXISTING VORTCLAREX OIL /WATER SEPARATOR W/ TRAFFIC RATED LID RIM= 338.10 4" IE(IN)= 334.82 4" IF OUT= 334.82 EXISTING 4" STUB -OUT IE- 335.00 EXISTING 4" STUB - -OUT IE- 335.20 Z W �0 V 5U L • Z 0 U_, I.L LU Z 11 LU w L.L Q Z Z O N Z J LL II Z O O IL N Z C J W 0 Q c3 O O E U � � U C O � U � w ti C e w 0 Z Tff Llf LLJ w U V) ZCN 0Z ry U W L a. O O CI� O 0-C U I^Z N L.L E N C/) q/fb Project: 2010 -16 Drawn: BID 01/19/13 ADD #1 01/29/13 Sheet: C 1.0 APR 01 2013 N w Om 3 a m a 0 0 Ut c m v c 0 a a c m 0 D N N m o+ c 3 0 D Q rn 3 0 o` N r m U c 0 0 0 0 a N r N N 0 v 0 d 0 i N ui 17 a n (V M O N c a 6 0 0 a SECTION 19, TOWNSHIP 17 NORTH, RANGE 1 EAST, W.M. THURSTON COUNTY, WASHINGTON i i M / I M / W ASPHALT AWAY F�RQM FUELING ISLAND (TYP.) / M CONSTRUCT 3:1 MAX. yyILL BACKSLOPE W/ SELECT NATIVE bl'ATERIAL AND i i m 4' OF TOPSOII5)MP.) MATCH EXISTING GRADE — ss 2S TALL DIAMETER 160 LF OF CONTINUOUS / 12'" DIAMETER STRAW WATTLE ss ;. / ss FP rr /1 EPA' 11. ° cp ° {° 1 REM TING ASPHALT SURFACE 1 I I o 1 0 RESTORE DISTURBED SURFACES IN 1 — ACCORDANCE WITH THE RESTORATION 1 / CEP DETAIL ON SHEET C1.2 (TYP.), 1 38 ° 1 CEP SAWCUT 165 LF OF EXISTING ASPHALT C3 GRADE NEW INSTALLED 'ASPHALT TO MATCH 1 Ja EXISTING ASPHALT, ELEVATIONS 1 \ }8 MATCH EXISTING GRADE \ „- 3G 6 B1 CONSTRUCT 6'x13' CONCRETE PAD SLOPE 70 DRAIN TO CATCH BASIN IN ALL DIRECTIONS (SEE DETAIL SHEET C1.2) NOTE: ALL ASPHALT GRADES SHALL SLOPE AWAY SLOPE TO DRAIN AWAY FROM FUEL FROM CATCH — CONCRETE FUEL SUMPS EQUIPPED WITH PUMP ISLAND & CONCRETE PADS CATCH BASINS. (TYP ) CONSTRUCT FLOW PATH NI 0 W _SS - _ Gas _ UGP EP - EXISTING WATER LINE BOLLARD YARD HYDRANT LUMINAIRE WATER VALVE FIRE HYDRANT SEPTIC PUMP CONTROL PANEL WATER LINE SEWER LINE GAS LINE UNDERGROUND POWER EDGE OF PAVEMENT FENCE LINE LEGEND Civil- Municipal • Geotechnical • Land Surveying Jerome PROPOSED I• CLEANOUT Associates CAP / PLUG M1� KNIFE VALVE Road S.W. TYPE I CATCH BASIN —� FLOW ARROW }- GRADING SYMBOL - o° X�X.XX FINISHED GRADE OU POTHOLE 'ss SEWER MAIN VENT MAIN --' - -- FLOW LINE SAWCUT LINE �® STRAW WATTLE NEW CONTOUR Q° NEW EDGE OF PAVEMENT Jerome W. Morrissette & Associates Inc., P.S. 1700 Cooper Pt. Road S.W. #13-2, Olympia, Wa. 98502-1110 Ph 360.352.9456 Fx 360.352.9990 APPROVED FOR CONSTRUCTION BY: DATE: DEVELOPMENT REVIEW ENGINEER APPROVAL EXPIRES: i\ M DGP _tGP G6�P O 1 P UCP CCP =IICP UGP� ®�® ��n ;1- _1 IF d 0 o ®° °® o / CONSTRUCT CONCRETE PAD - SLOPE TO DRAIN TO CATCH' IN ALL DIRECTIONS (SEE DETAIL SHEET D ✓2) SAWCUT OR EQUAL CUT TO UNIFORM AND VERTICAL (NO JACK - HAMMERING) EMULSIFIED ASPHALT GRADE CSSr1 TACK SHALL BE APPLIED TO EDGES OF EXISTING PAVEMENT ALL JOINTS SHALL BE SEALED USING PAVING ASPHALT AR4000W ss `'3j 1 \ 1 - SS f - \ 4 y 1 33'73 337.3 Q m M MATCH EXISTING GRADE o EP EP 337 - MATCH EXISTING GRADE SCALE: 1 " =10 FEET 0 5 10 20 DATUM: N.A.V.D. 29 ae /J JC'e CALL BEFORE YOU DIG: THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING THE UNDERGROUND LOCATE LINE AT 1- 800 - 424 -5555 A MINIMUM OF 48 HOURS PRIOR TO ANY CONSTRUCTION. 1 1 1 1 1 1 1 1 _339 11 1 1 ss 1 1 1 1 ss 1 1 1 1 \I 1 1 1 1 0 1 ss 1 1 o U 1 1 1 1 S SS i 1 11 O 1 1 � 1 1 EXISTING 6” CLEANOUT RIM = 338.10 6" IE= 334.76 EXISTING VORTOLAREX OIL /WAT SEPARATOR W/ TRAFFIC RATED RIM = 338.10 4" IE(IN)= 334.82 4" IE OUT= 334.82 EXISTING 4" STUB -OUT IE= 335.00 EXISTING 4" STUB -OUT IE= 335.20 Z �v J w J p uJ E3 \ o° ° OU ° C 00 C) w [i� , rt S i Z Q Lu 06 J 0 Z 0 Z 0 N 0 Ckf LL1 Z Q 0 Z 0 J 0 W 0 _O Z J Lu L.L Lu F_ Lu C� ZN Oo Z L W L4 N O_° O O O� U I N a- C V) ER UD J, L 44,E of wPsrYC�' 1 4 A�OXE, O STEBf'�Stt4`v 1 SSIONAL Project: 2010 -16 Drawn: BID 01/19/13 ADD #1 01/29/13 Sheet: Cl.l w U D m E 0 0 a I n 0 SE N a OF 0 OL RESTORATION SURFACE SEE RESTORATION TABLE BELOW SEE RESTORATION TABLE 8 FINISH GRADE RESTORATION TABLE 1 ry SURFACE —BACKFILL SEE ' RESTORATION TABLE - _ MAINTAIN SIDE -- SLOPE AS STEEP TYPE AS POSSIBLE COMPACTION REQMNTS. SEWER LINE FT rTr�� err PIPE BEDDING FOR `O rr /i %i FLEXIBLE PIPE r%? TOP COURSE COMPACT TO 95% SMOOTH & CONSISTANT - r r Morrissette & r PIPE O.D. KNOCKOUT LOCATIONS 3" MIN. GRADE B A.C. S' M rF FINISH ROADWAY TO A.C. PAVEMENT 1700 Cooper Pt. //. CONFORM TO ALL EXISTING / / PIPE W=12" PRESSURE n n 24" GRAVITY RESTORATION TABLE 1 ry SURFACE N. T.S. BACKFlLL/ COMMENTS/ - _ THICKNESS 1. NOTES: FUELING FACILITY SHALL BE EQUIPPED TYPE v COMPACTION REQMNTS. OTHER REQUIREMENTS CRUSHED 4" CRUSHED SURFACE SELECT BACKFlLL FINISH GRADE SHALL BE SURFACE TOP COURSE COMPACT TO 95% SMOOTH & CONSISTANT W. Morrissette & Associates Inc., P. S. WTH EXISTING KNOCKOUT LOCATIONS 3" MIN. GRADE B A.C. S' M FINISH ROADWAY TO A.C. PAVEMENT 1700 Cooper Pt. SELECT BACKFlLL CONFORM TO ALL EXISTING OVER GRAVEL BASE PAVING OVER 4" CRUSHED COMPACT TO 95% GRADES AND CURBS 8" WIDE x 7" DEEP CONCRETE SURFACE TOP COURSE LU SLOPES SHALL MATCH CONCRETE SURFACE MATCH EXISTING SELECT BACKFlLL MATCH EXISTING FINISH (DRIVEWAY /SIDEWALK) CONCRETE THICKNESS COMPACT TO 95% TEXTURE, AND GRADE. HYDROSEED/ PLANTINGS NIT FINISH GRADE SHALL BE LAWN/LANOSCAPE OVER MIN. TYPE A NAIVE BAGNFILL SMOOTH IS TOP SOIL T COMPACT TO BSR EXISTING GRADE NTH E %(STING GRADE WSDOT TYPE i CATCH BASIN C1.0 NATIVE BACKFlLL MOUND SACKFUL UNIMPROVED SUFACE N/A COMPACT TO 85% 2 ABOVE EXISTING PROVIDE SUPPORTS AND BRACES AS REQUIRES) 2" ENQUIP OIL STOP VALVE GRADE BE SMOOTH CSBC = CRUSHED SURFACE BASE COURSE CSTC = CRUSHED SURFACE TOP COURSE CITY OF YELM DEPT. OF PUBLIC WORKS TYPICAL PIPE TRENCH APPROVED DWG. NO.. CITY ENGINEER DATE 7 -3 DES. DWN. CKD. DATE PMX PMX MTO 4/11/00 ASPHALT PAVEMENT SEE RESTORATION DETAIL RAISE EDGE (TIE. ALL SIDES) TO PREVENT RUNOFF FROM AREAS ADJACENT TO FUELING SLAB AND TO CONTAIN ANY FUEL SPILLS TO THE FUELING SLAB (TRIP.) 8'1 CAST IRON GRATE AND FRAME 5000 PSI CONCRETE SEE CEMENT CONCRETE SLAB DETAIL THIS SHEET SECTION 19, TOWNSHIP 17 NORTH, RANGE 1 EAST, W.M. THURSTON COUNTY, WASHINGTON PI REUDI PLAN VIEW D. .CAA CC, SHOWN PER CuRIR D ELEVATION VIEW VortClarex° STRAW WATTLE W/ 2'1 STAKES SURFACE 36" O.C. �T T , aLl FLOW STRAW WATTLE DETAIL N. T. S. 2 "' SCH. 40 GALVANIZED STEEL 2" SCH. 40 GALV. STEEL PIPE GALV. STEEL BLOCKING & DOUBLE STAINLESS STEEL STRAPS (TYP.) VCL30 DESIGN NOTES IF STRIP ED TREATMEUTCARACNYS „D CPM Mp93 OF III P11-IV LIFENS. IF THE SITE CONDInoNSEXCEED RATES RIME' r CAPACITY. An UPSTREAM BYPASS ua wREi s REOWeEUFO I HE vnoouci o $IRSD FEEFWelir BASEESSENTIALLY N AN 01 RAEPT er TYPICA ow HE SUe °N` "msnEOOlLrvoM mE waev srvBAM AND "ESOAUTAF CLOD cLET CONEGTRA.E" LS SHOWN FOROmev CONFIGURATIOn PI DNS PLEASE CONTACT TO UP CONTec PAPONEINC 30” z 36" 1762 z 9141 ACCESS HATCH (ACTUAL PBOWSi MAY VARY) C'EM CON €R_u_NOro. TO FABRICATION SJUSGINING PULL ESTATES SmuamNE DIMENSIONS AND WEIGHT PLEASE DDNrACTYOOINSUNTECH `s ROLOURE UPI REOUIREMENTROF PROJECT. A STRUCTUREST T MEET AAIHTO FUJI SHI CATHOUT1 UHATL MEET AASHNI MAPS LORD RATING CESUMENG GROUNDWATER ELEVATION I INLET ADD OUT IT PIPES c TAR TO THE VALUT TO ALLOW CENNEGDONwITH PROVIDED PIPE SOUSE LINE IN AND OUT OF MUST RECaMYANDE1 TO IS AT THE SAME ELEVATIaN. i. ALTERNATE UNITS ARE IN MILLIMETERS UNLESS NOTED OTHERWISE. I AHN Ts,nTAT,DNPN VIS IONEARESTE.meaNCDESICNwnGIDER TnCx MO HAI III DBYZAGINEEACFACALLSO i.T sUFFI—I TMFTI- ANDREAD "CAPACITYTOMFTANDlET1.11olT NON OC TiFF :CSVAII ivrRTE:` TiKue L CNTR°R TOPVID �Ue$AIR OTS °`I co LEOM< sic RNry io THEPROIDo PIPE H INVERTS wI E v O SHOWN. Mww6 AND THE w111MMINI R CONTEMN IS THE PROPExn OF frvouIPTMML.OAND Mqr NOT BE CGUREO GR USED DIRECTLY OR INDIRECTLY FOR MT PVflPOif DINER THAN THAT ,AVTMDNIZFO IN WRITING BY REBUS, INC. INLET PIPE OUTLET PIPE ART GO 1 1 I 1 a A= 2". E B= 16.75- 19.75" Q— $n DIMENSIONS SHOWN ARE MINIMUMS REQUIRED D= 4.5" FOR PROPER FLOW CHARACTERISTICS OR FOR MANUFACTURING. IF CUSTOMER REQUIRES CHANCE, E= 22 " -26" PLEASE CONTACT ENQUIP,Inc. F= 21 " -24" D..rnpna,: OIL STOP VALVE w/ P -TRAP & OVERFLOW ENQU CUSmmE° IP MOrnsette and Associates Drown By Chkd. By /.pprd. By: Date: ENVIRONMENTAL EQUIPMENT A.C. S. STONE M,O R. 12/12 3319 NOTEE Lewis, P.O. Box 589 TUISD, OkN&B.. 74101 Scale: doh No. IDHERE, NO. Rev. D NONE S- 1212 -07 OSVPTCB SM 1 Of 1 NOTES: 1. ALL BURIED GALVANIZED PIPE AND FITTINGS SHALL BE WRAPPED W/ PIPE WRAP TAPE. ALL GALVANIZED PIPE EMBEDDED IN CONCRETE OR BELOW GRADE SHALL BE WRAPPED W/ PIPE WRAP TAPE. PIPE WRAP TAPE SHALL BE PASCO SPECIALTY & MFG. 10 MIL PIPE WRAP OR APPROVED EQUAL. ALL PIPE SHALL BE COATED W/ PASCO PIPE PRIMER PRIOR TO TAPE WRAPPING. MLN C 2. INSTALL CLEANOUTS AS SHOWN ON THE PLANS >/ 2" 45' PVC ELL #3 BAR EACH CORNER ? (HUB) n 4" SEWER LINE 2" SCH. 40 PVC PIPE 2" PVC ADAPTER 2" x 4" PVC TEE H (HUB x NET) 2" SCH. 40 GALVANIZED STEEL 18" MIN. DIAL 2" 90' ELL -SHORT (HUB) CONCRETE OIL STOP VALVE VENT DETAIL I. N.T.S. I 8 314" CAAST IRON RING AND COVER � ADJUST TO FINISH GRADE v 15" 4" PVC ASTM D 3034 SDR 35 PIPE FUELING FACILITY CATCH BASIN DETAIL N. TS WWR 6X6 -W6 X W6 CONTINUOUS 6" MIN. OVERLAP AT JOINTS, NO SPLICES ACROSS SAWCUT JOINTS, SUPPORT OF THE WELDED MORE REINFORCEMENT SHALL BE WITH CONCRETE BLOCK BAR SUPPORTS W 12 -16 GA. TIE WIRES AT 36" C.C. BOTH WAYS PC On - " 3" BAR SUPPORT 5000 PSI 8" THICK CONCRETE ,45' 1::74" THICK C.STC. COMPACTED ITT— DEPTH TO 95% (MIN.) DENSITY INSTALL 2 6 BARS _ CONTINUOUS WITHIN THE THICKENED EDGE ONLY - COMPACT SUBGRADE 70 95% (MIN.) IN (OVERLAP 12 BAR DIAMETERS) ACCORDANCE WITH ASTM D -1557 NOTE. CONTRACTOR SHALL COVER ALL INSTALLED 12" CEMENT CONCRETE FOR A MINIMUM OF SEVEN (7) DAYS W/ 3 MIL BLACK PLASTIC SHEETING CEMENT CONCRETE SLAB DETAIL SQUARES SPACED - 314" INDICATED - LOU 1/8" " RAISE - 112" BORDER I RING AND COVER ASSEMBLY 12" DIAMETER FIBRE JOINT PACKING TRAFFIC RATED CLEAN OUT COVER ry N. T. S. N. T.S. I.E. ". o o - _ Land Surveying 1. NOTES: FUELING FACILITY SHALL BE EQUIPPED PLAIN CONCRETE v ALL METAL PIPE 15" BY: DATE: 2" SOLID WALL PVC 15" (STD. SPEC. 9- 05.12(1)) DEVELOPMENT REVIEW ENGINEER WITH A CANOPY TO PREVENT PRECIPITATION W. Morrissette & Associates Inc., P. S. APPROVAL KNOCKOUT LOCATIONS V) 1700 Cooper Pt. Road S.W. FROM REACHING THE CONCRETE SLAB -1110 Ph 360.352.9456 Fx 360.352.9990 EXPIRES: ELY 8" WIDE x 7" DEEP CONCRETE U% LU J 2. THE CONTRACTOR SHALL INSTALL OIL STOP 4" PVC ASTM D3034 OUR 35 PIPE OIL Z NIT VALVE IN ACCORDANCE WITH THE DETAIL B OU MANUFACTURER'S WRITTEN SPECIFICA77ONS WSDOT TYPE i CATCH BASIN C1.0 Z & RECOMMENDATIONS O 2" SCH. 40 PVC PIPE PROVIDE SUPPORTS AND BRACES AS REQUIRES) 2" ENQUIP OIL STOP VALVE 3. SLOPE ALL ASPHALT TO DRAIN AWAY OR APPROVED EQUAL 4" 2" REDUCER FROM EACH CONCRETE SLAB (THEE.) SEE PLAN FOR OIL STOP x ADAPTERS AS REQUIRED >W FINISHED GRADE VALVE LOCATION rr1 4" PVC ASTM D 3034 SDR 35 PIPE FUELING FACILITY CATCH BASIN DETAIL N. TS WWR 6X6 -W6 X W6 CONTINUOUS 6" MIN. OVERLAP AT JOINTS, NO SPLICES ACROSS SAWCUT JOINTS, SUPPORT OF THE WELDED MORE REINFORCEMENT SHALL BE WITH CONCRETE BLOCK BAR SUPPORTS W 12 -16 GA. TIE WIRES AT 36" C.C. BOTH WAYS PC On - " 3" BAR SUPPORT 5000 PSI 8" THICK CONCRETE ,45' 1::74" THICK C.STC. COMPACTED ITT— DEPTH TO 95% (MIN.) DENSITY INSTALL 2 6 BARS _ CONTINUOUS WITHIN THE THICKENED EDGE ONLY - COMPACT SUBGRADE 70 95% (MIN.) IN (OVERLAP 12 BAR DIAMETERS) ACCORDANCE WITH ASTM D -1557 NOTE. CONTRACTOR SHALL COVER ALL INSTALLED 12" CEMENT CONCRETE FOR A MINIMUM OF SEVEN (7) DAYS W/ 3 MIL BLACK PLASTIC SHEETING CEMENT CONCRETE SLAB DETAIL SQUARES SPACED - 314" INDICATED - LOU 1/8" " RAISE - 112" BORDER I RING AND COVER ASSEMBLY 12" DIAMETER FIBRE JOINT PACKING TRAFFIC RATED CLEAN OUT COVER #3 BAR EACH 6 ", 12" OR 24' ' FOR 6" HEIGHT INCREMENT (SPACED EQUALLY) RECTANGULAR ADJUSTMENT SECTION Ib #3 BAR EACH PIPE AL -LO WANCES ry N. T. S. N. T.S. I.E. ". o o Civil • Municipal •Geotechnical• Land Surveying APPROVED FOR CONSTRUCTION 12" PLAIN CONCRETE v ALL METAL PIPE 15" BY: DATE: 2" SOLID WALL PVC 15" (STD. SPEC. 9- 05.12(1)) DEVELOPMENT REVIEW ENGINEER Jerome W. Morrissette & Associates Inc., P. S. APPROVAL KNOCKOUT LOCATIONS V) 1700 Cooper Pt. Road S.W. #B -2, Olympia, Wa. 98502 -1110 Ph 360.352.9456 Fx 360.352.9990 EXPIRES: #3 BAR EACH 6 ", 12" OR 24' ' FOR 6" HEIGHT INCREMENT (SPACED EQUALLY) RECTANGULAR ADJUSTMENT SECTION Ib #3 BAR EACH PIPE AL -LO WANCES ry SEE RESTORATION DETAIL MAXIMUM PIPE MATERIAL INSIDE VALVE CHAMBER - SIZED TO PROVIDE ACCESS TO KNIFE VALVE AND CLEANOUT DIAMETER REINFORCED OR 12" PLAIN CONCRETE v ALL METAL PIPE 15" CPSSP# (STD. SPEC. 9- 0:5.20) 2" SOLID WALL PVC 15" (STD. SPEC. 9- 05.12(1)) PROFILE WALL PVC 15" (STD. SPEC. 9- 05.12(2)) 0 PRECAST BASE SECTION olurcm ne werc r-Lre TYPE 1 CATCH BASIN DETAIL NOTE. THE CONTRACTOR SHALL COORDINATE WITH OWNER TEMPORARY SHUT DOWN OF SANITARY SERVICE WHILE CUTTING IN TEE. IF THE SANITARY SERVICE OUTAGE WILL BE GREATER THAN TWO (2) HOURS THE CONTRACTOR SHALL FURNISH AND INSTALL BYPASS PUMPING EQUIPMENT FOR THE DURATION OF THE SERVICE OUTAGE AT THE CONTRACTOR'S SOLE EXPENSE AND NO SEPARATE COMPENSATION BE ALLOWED THEREFORE. C.O. CONSTRUCTION AS SHOWN ON CLEANOUT DETAIL THIS SHEET 4" PVC 22.5' BEND 4" PVC ASTM D3034 SDR 35 PIPE 6" SEWER MAIN SECTION VIEW N. T.S. CALL BEFORE YOU DIG: THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING THE UNDERGROUND LOCATE LINE AT 1- 800- 424 -5555 A MINIMUM OF 48 HOURS PRIOR TO ANY CONSTRUCTION. N.T.S. 4" CLEANOUT W/ RISER PIPE - 4" PVC VALTERRA KNIFE VALVE OR APPROVED EQUAL MIN. 6" COMPACTED DEPTH CRUSHED SURFACING TOP COLE 8" WIDE x 6' DEEP CONCRETE - FOOTING (CONTINUOUS) COMPACT EXISTING SUBGRI FA ASPHALT PAVEMENT ry SEE RESTORATION DETAIL W 24" MIN. DIAMETER CONCRETE > VALVE CHAMBER - SIZED TO PROVIDE ACCESS TO KNIFE VALVE AND CLEANOUT O STANDARD MANHOLE CASTING LID / n WITH 2" RAISED LETTERS v STATING "SEWER" ON COVER U v> -4" PVC 45' BEND W PVC ASTM D3034 4" WYE i INSTALL 6 "x4" 45' WYE 0 O Z KNOCKOUT LOCATIONS V) MIN. 6" COMPACTED DEPTH O CRUSHED SURFACING TOP COURSE _U 8" WIDE x 7" DEEP CONCRETE U% LU SECTION A NIFE VALVE AND HOUSING UNIT D ASPHALT PAVEMENT SEE RESTORATION DETAIL 24" MIN. DIAMETER CONCRETE J VALVE CHAMBER - SIZED TO PROVIDE ACCESS Q TO KNIFE VALVE AND CLEANOUT W STANDARD MANHOLE CASTING LID Q WITH 2" RAISED LETTERS STATING "SEWER" ON COVER Z SECTION B IFE VALVE AND HOUSI� CARSON L SERIES MODEL 910 (ROUND) LIGHT DUTY HAND HOLE OR APPROVED EQUAL ADJUST TO FINISHED GRADE THREADED PLUG W /PIPE JOINT COMPOUND SEAL W/ SILICONE OR APPROVED EQUAL SEALER SLOPE VARIES GLUED CAP NOTE. BACKFlLL PER YELM'S TRENCH BACKFlLL DETAIL CLEANOUT DETAIL IN NON -PAVED AREAS O SEWER MAIN - INSTALL PVC COUPLER OR THREADED PLUG APPROVED EQUAL W /PIPE JOINT -4" PVC CLEANOUT W/ RISER PIPE COMPOUND -4" PVC VALTERRA KNIFE VALVE O OR APPROVED EQUAL !- v> -4" PVC 45' BEND W PVC ASTM D3034 4" WYE i INSTALL 6 "x4" 45' WYE 0 -GROUT ANNULAR SPACES FROM Z KNOCKOUT LOCATIONS MIN. 6" COMPACTED DEPTH O CRUSHED SURFACING TOP COURSE 8" WIDE x 7" DEEP CONCRETE U% FOOTING (CONTINUOUS) J COMPACT EXISTING SUBGRADE O OIL Z NIT DETAIL B OU C1.0 Z O O W >W FINISHED GRADE Lj_j rr1 GLUED CAP NOTE. BACKFlLL PER YELM'S TRENCH BACKFlLL DETAIL CLEANOUT DETAIL IN NON -PAVED AREAS EXISTING SANITARY SEWER MAIN I I I NOTE; GLUED FITTINGS WILL NOT BE ALLOWED I I CONNECTION TO (EXISTING SANITARY SERVICE LINE DETAIL BTS. N. T. S. IUPE�y RECESSED HANDLE TYPE COVER 6.75" INLAND FOUNDRY ,#247 VALVE BOX OR APPROVED EQUAL ASPHALT FINISHED GRADE GLUED CAP NOTE. BACKFlLL PER RELICS TRENCH BACKFlLL DETAIL CLEANOUT DETAIL IN PAVED AREAS N.T.S. u�P F p F� Q E3 0 0 E 0 o � O c 0 °o ELL .� N t N 0 V Z J W LL W W U V) Z 0 Oo aZ n U W C Oo (Y 0 0 0- V) cL E �4 of WIII ' 35194 P) e Ica L� 4 T S3IDMAL F' I I29 rJ1, Project: 2010 -16 Drawn: BID 01/19/13 ADD 41 01/29/13 Sheet: C1.2 I�EXISTING SANITARY SEWER MAIN - INSTALL PVC COUPLER OR THREADED PLUG APPROVED EQUAL W /PIPE JOINT COMPOUND - INSTALL 6" SPOOL OF PVC PIPE j SEAL W/ SILICONE OR APPROVED EQUAL SEALER PVC ASTM D3034 2 35 PIPE i INSTALL 6 "x4" 45' WYE EXISTING SANITARY SEWER MAIN I I I NOTE; GLUED FITTINGS WILL NOT BE ALLOWED I I CONNECTION TO (EXISTING SANITARY SERVICE LINE DETAIL BTS. N. T. S. IUPE�y RECESSED HANDLE TYPE COVER 6.75" INLAND FOUNDRY ,#247 VALVE BOX OR APPROVED EQUAL ASPHALT FINISHED GRADE GLUED CAP NOTE. BACKFlLL PER RELICS TRENCH BACKFlLL DETAIL CLEANOUT DETAIL IN PAVED AREAS N.T.S. u�P F p F� Q E3 0 0 E 0 o � O c 0 °o ELL .� N t N 0 V Z J W LL W W U V) Z 0 Oo aZ n U W C Oo (Y 0 0 0- V) cL E �4 of WIII ' 35194 P) e Ica L� 4 T S3IDMAL F' I I29 rJ1, Project: 2010 -16 Drawn: BID 01/19/13 ADD 41 01/29/13 Sheet: C1.2 �,IM 3 a v c 0 a c 0 N rn ti N ro N a U N E a M N M O N c m 0 W SECTION 19, TOWNSHIP 17 NORTH, RANGE 1 EAST, W.M. THURSTON COUNTY, WASHINGTON Civil • Municipal • Geotechnical • Land Su ng BY: APPROVED FOR CONSTRUCTION Jerome GENERAL NOTES. . EROSION CONTROL Morrissette GENERAL NOTES SANITARY SEWER MAIN 1. ALL WORKMANSHIP AND MATERIALS SHALL BE IN ACCORDANCE WITH THE CITY OF YELM STANDARDS ADD # 1 U O O AND THE 2010 STATE OF WASHINGTON STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL 1. ALL WORKMANSHIP AND MATERIALS SHALL BE IN ACCORDANCE WITH CITY #B -2, Olympia, Wa. CONSTRUCTION (WSDOT /APWA). EXPIRES: OF YELM STANDARDS AND THE 2010 STATE OF WASHINGTON STANDARD 00 SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION 2. TEMPORARY EROSION /WATER POLLUTION MEASURES SHALL BE REQUIRED IN ACCORDANCE WITH SECTION Z (WSDOT/APWA). N W 1 -07.15 OF THE STANDARD SPECIFICATIONS AND THE 2005 DOE DRAINAGE DESIGN AND EROSION CONTROL MANUAL, F- w 2. ALL APPROVALS AND PERMITS REQUIRED BY THE CITY OF YELM SHALL BE J. PROPONENT SHALL COMPLY WITH ALL OTHER PERMITS AND OTHER REQUIREMENTS OF THE GOVERNING ILL OBTAINED BY THE CONTRACTOR PRIOR TO THE START OF CONSTRUCTION. J Q AUTHORITY OR AGENCY. 0:� LI I 3. IF CONSTRUCTION IS TO TAKE PLACE IN THE COUNTY RIGHT -OF -WAY, THE 4. CALL THE UNDERGROUND LOCATE LINE 1- 800- 424 -5555 AT LEAST 48 HOURS PRIOR TO ANY CONSTRUCTION Lu CONTRACTOR SHALL NOTIFY THE COUNTY AND OBTAIN ALL THE REQUIRED 0 ACTIVITIES. APPROVALS AND PERMITS. 5. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR SIMILARLY STABILIZED TO THE SATISFACTION OF 4. A PRECONSTRUCTION MEETING SHALL BE HELD WITH THE CITY OF YELM CV THE JURISDICTION AND OWNER. FOR SITES WHERE GRASS HAS BEEN PLANTED THROUGH HYDROSEEDING, THE 0o PRIOR TO THE START OF CONSTRUCTION, PERFORMANCE BOND WILL NOT BE RELEASED UNTIL THE GRASS HAS BEEN THOROUGHLY ESTABLISHED, Z UNLESS OTHERWISE APPROVED BY THE JURISDICTION, OWNER, AND ENGINEER, 5. THE CITY OF YELM SHALL BE NOTIFIED A MINIMUM OF 48 HOURS IN ti O ADVANCE OF A TAP CONNECTION TO AN EXISTING MAIN. A CITY 6. ALL EROSION CONTROL AND STORMWATER FACILITIES SHALL BE REGULARLY INSPECTED AND MAINTAINED BY i REPRESENTATIVE SHALL BE PRESENT AT THE TIME OF THE TAP. 0 THE CONTRACTOR DURING THE CONSTRUCTION PHASE OF DEVELOPMENT. O O 6. THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE SAFEGUARDS, SAFETY DEVICES, 0 PROTECTION OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALL VERIFY ALL O PROTECTIVE EQUIPMENT, FLAGGERS, AND ANY OTHER NEEDED ACTIONS TO PROTECT THE LIFE, HEALTH, AND N UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING THE L SAFETY OF THE PUBLIC, AND TO PROTECT PROPERTY IN CONNECTION WITH THE PERFORMANCE OF WORK UNDERGROUND LOCATE LINE AT 1- 800- 424 -5555 A MINIMUM OF 48 EL COVERED BY THE CONTRACT. ANY WORK WITHIN THE TRAVELED RIGHT -OF -WAY THAT MAY INTERRUPT NORMAL HOURS PRIOR TO ANY EXCAVATION. TRAFFIC FLOW SHALL REQUIRE AT LEAST ONE FLAGGER FOR EACH LANE OF TRAFFIC AFFECTED. ALL SECTIONS OF THE CURRENT WSDOT STANDARD SPECIFICATIONS FOR TRAFFIC CONTROL SHALL APPLY. 7. SIDE SEWER SERVICES SHALL BE PVC, ASTM D 3034 SDR 35 WITH FLEXIBLE GASKETED OR SOLVENT WELD JOINTS. B. IT SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND OTHER RELATED OR REQUIRED PERMITS PRIOR TO ANY CONSTRUCTION IN THE JURISDICTION'S RIGHT -OF -WAY. IT SHALL ALSO 8. ALL PLASTIC PIPE AND SERVICES SHALL BE INSTALLED WITH CONTINUOUS BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN ALL OTHER REQUIRED PERMITS PRIOR TO ANY TRACER TAPE, INSTALLED 12" TO 18" UNDER THE PROPOSED SUBGRADE. CONSTRUCTION. THE MARKER SHALL BE PLASTIC NON- BIODEGRADABLE, METAL CORE OR BACKING MARKED "SEWER" WHICH CAN BE DETECTED BY A STANDARD 9. NO FINAL CUT OR FILL SLOPE SHALL EXCEED TWO (2) HORIZONTAL TO ONE (1) VERTICAL WITHOUT METAL DETECTOR. IN ADDITION, STEP SYSTEMS AND FORCE MAINS SHALL STABILIZATION BY ROCKERY OR BY A STRUCTURAL RETAINING WALL AND AS APPROVED BY THE ENGINEER. BE INSTALLED WITH 14 GAUGE OF DIRECT BURY COPPER WIRE WRAPPED AROUND ALL PLASTIC PIPE, BROUGHT UP AND TIED OFF AT VALVE BODY. 10, THE CONTRACTOR SHALL VERIFY THE LOCATIONS, WIDTHS, THICKNESS, AND ELEVATIONS OF ALL EXISTING TAPE SHALL BE TERRA TAPE "D" OR APPROVED EQUAL. THE TAPE AND PAVEMENTS AND STRUCTURES, INCLUDING UTILITIES AND OTHER FRONTAGE IMPROVEMENTS THAT ARE TO WIRE SHALL BE FURNISHED BY THE CONTRACTOR, INTERFACE WITH NEW WORK, PROVIDE ALL TRIMMING, CUTTING, SAWCUTTING, GRADING, LEVELING, SLOPING, COATING, AND OTHER WORK, INCLUDING MATERIALS AS NECESSARY TO CAUSE THE INTERFACE WITH EXISTING 9. ALL BURIED POWER FOR STEP SYSTEMS SHALL BE INSTALLED WITH WORKS TO BE PROPER, WITHOUT CONFLICT, ACCEPTABLE TO THE ENGINEER, OWNER, AND THE JURISDICTION, CONTINUOUS TRACER TAPE INSTALLED 12" ABOVE THE BURIED POWER. COMPLETE IN PLACE, AND READY TO BE USED FOR ITS INTENDED PURPOSES. THE MARKER SHALL BE PLASTIC NON- BIODEGRADABLE, METAL CORE BACKING MARKED "POWER." TAPE SHALL BE FURNISHED BY CONTRACTOR. 11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DEWATERING IN AREAS OF HIGH GROUND WATER. 10, BEDDING OF THE SEWER MAIN AND COMPACTION OF THE BACKFILL MATERIAL SHALL BE REQUIRED IN ACCORDANCE WITH THE ABOVE MENTIONED SPECIFICATION (SEE NOTE 1). GENERAL NOTES SEEDING 11. TEMPORARY STREET PATCHING SHALL BE ALLOWED FOR AS APPROVED BY I. SEED MIXTURE SHALL BE PER TABLE 9.4 AND SHALL BE APPLIED AT THE RATE OF 120 LEIS PER ACRE THE CITY ENGINEER. TEMPORARY STREET PATCHING SHALL BE PROVIDED BY PLACEMENT AND COMPACTION OF 2 -INCH MINIMUM ASPHALT 2. SEED BEDS PLANTED BETWEEN MAY i AND OCTOBER 31 WILL REQUIRE IRRIGATION AND OTHER MAINTENANCE AS CONCRETE COLO MIX. CONTRACTOR SHALL BE RESPONSIBLE FOR NECESSARY TO FOSTER AND PROTECT THE ROOT STRUCTURE. MAINTENANCE AS REQUIRED. J. FOR SEED BEDS PLANTED BETWEEN OCTOBER 31 AND APRIL 30, ARMORING OF THE SEED BED WILL BE 12, EROSION CONTROL MEASURES SHALL BE TAKEN BY THE CONTRACTOR NECESSARY: E.G., GEO7EXTILES, JUTE MATTING, CLEAR PLASTIC COVERING. DURING CONSTRUCTION TO PREVENT INFILTRATION OF EXISTING AND PROPOSED STORM DRAINAGE FACILITIES AND ROADWAYS. 4. BEFORE SEEDING, INSTALL NEEDED SURFACE RUNOFF CONTROL MEASURES SUCH AS GRADIENT TERRACES, 13. PROVIDE TRAFFIC CONTROL PLAN(S) IN ACCORDANCE WITH THE MANUAL ON INTERCEPTOR DIKES, SWALES, LEVEL SPREADERS, AND SEDIMENT BASINS. UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) AS REQUIRED. 5. THE SEED BED SHALL BE FIRM WITH A FAIRLY FINE SURFACE, FOLLOWING SURFACE ROUGHENING. PERFORM ALL CULTURAL OPERATIONS ACROSS OR AT RIGHT ANGLES TO THE SLOPE. 14. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO HAVE A COPY OF THESE APPROVED PLANS ON THE CONSTRUCTION SITE AT ALL TIMES. 6. FERTILIZERS ARE TO BE USED ACCORDING TO SUPPLIER'S RECOMMENDATIONS. AMOUNTS USED SHOULD BE MINIMIZED, ESPECIALLY ADJACENT 70 WATER BODIES AND WETLANDS. 15. ANY CHANGES TO THE DESIGN SHALL FIRST BE REVIEWED AND APPROVED BY THE CITY OF YELM. 16. ALL STEP MAINS SHALL BE HYDROSTATICALLY TESTED IN CONFORMANCE GENERAL NOTES, STOCKPIL0 M S, WITH THE ABOVE- REFERENCED SPECIFICATION FOR TESTING WATER MAINS. (SEE NOTE 1). IN ADDITION, ALL STEP MAINS SHALL BE PIGGED /CLEANED IN 1. STOCKPILES SHALL BE STABILIZED (WITH PLASTIC COVERING OR OTHER APPROVED DEVICE) DAILY BETWEEN THE PRESENCE OF THE CITY INSPECTOR PRIOR TO PLACING STEP MAIN NOVEMBER i AND MARCH 31 AND WHEN REQUESTED BY THE ENGINEER. IN SERVICE. 2, IN ANY ANY SEASON, SEDIMENT LEACHING FROM STOCKPILES MUST BE POSITIVELY PREVENTED. 17. PRIOR TO BACKFILL ALL MAINS AND APPURTENANCES SHALL BE INSPECTED AND APPROVED BY THE CITY OF YELM. APPROVAL SHALL NOT RELIEVE THE 3. TOPSOIL SHALL NOT BE PLACED WHILE IN A FROZEN OR MUDDY CONDITION, WHEN THE SUBGRADE IS EXCESSIVELY CONTRACTOR FOR CORRECTION OF ANY DEFICIENCIES AND /OR FAILURES AS WET, OR WHEN CONDITIONS EXIST THAT MAY OTHERWISE BE DETRIMENTAL TO PROPER GRADING OR PROPOSED DETERMINED BY SUBSEQUENT TESTING AND INSPECTIONS. IT SHALL BE SODDING OR SEEDING. THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE CITY OF YELM FOR THE REQUIRED INSPECTIONS, 4. PREVIOUSLY ESTABLISHED GRADES ON THE AREAS TO BE TOPSOILED SHALL BE MAINTAINED ACCORDING TO THE 18. PUMP CONTROL PANELS SHALL BE LOCATED ON GARAGE WALL OR REMOTE APPROVAL PLAN. POST, UNLESS OTHERWISE AUTHORIZED BY THE CITY OF YELM. TABLE 9.4 SEED MIXTURE FOR EROSION CONTROL 19. IN THE EVENT THAT THE DEPARTMENT OF LABOR AND INDUSTRIES OR THE CITY SHOULD REQUIRE A SEPARATE "ON -OFF" SWITCH CONTROLLING POWER SEED MIXTURE FOR EROSION CONTROL 70 THE PUMP CONTROL PANEL, SAID SWITCH SHALL HAVE A LOCKING COVER MODEL J(5031 -0 RAYNTITE SINGLE GANG WEATHERPROOF COVER PROPORTIONS PERCENT PERCENT 1.406" DIAMETER. NAME BY WEIGHT PURITY GERMINATION 20. INSPECTIONS FOR ONSITE STEP INSTALLATIONS ARE REQUIRED. A 48 RED70P (ARGROSTIS ALGA) 10 PERCENT 92 90 HOUR NOTICE TO THE SEWER DEPARTMENT IS REQUIRED PRIOR TO THE INSPECTION. ANNUAL RYE (LOLIUM 40 PERCENT 98 90 MULTIFLORUM) ITEMS NEEDING INSPECTIONS ARE: CHEWINGS FESCUE 40 PERCENT 97 80 A) TANK INSTALLATION, IE: BEDDING AND LOCATION (FESTUCA RUBA COMMUTATA) B) TANK INFILTRATION EXFHLTRATION TEST (JAMESTOWN, BANNER, SHADOW, C) S.S. PRESSURE TEST OR KOKET) D) SERVICE LINE PRESSURE TEST E) FINAL INSPECTION 21. ALL LUMBER (PLYWOOD, ETC.) USED TO MOUNT EITHER PUMP CONTROL GENERAL NOTES: STREET CONSTRUCTION PANEL OR POWER METER MUST BE PRESSURE TREATED. I. ALL WORKMANSHIP AND MATERIALS SHALL BE IN ACCORDANCE WITH THE CITY OF YELM STANDARDS AND THE 2010 STATE OF WASHINGTON STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION (WSDOT/APWA). CATCH BASIN INSTALLATION NOTES 2. THE CONTRACTOR WILL BE RESPONSIBLE FOR ALL TRAFFIC CONTROL IN ACCORDANCE WITH THE U.S. 1. AS ACCEPTABLE ALTERNATIVES TO THE REBAR SHOWN IN THE PRECAST BASE DEPARTMENT OF TRANSPORTATION MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD). PRIOR SECTION, FIBERS (PLACED ACCORDING TO THE STANDARD SPECIFICATIONS), OR WIRE TO DISRUPTION OF ANY TRAFFIC, TRAFFIC CONTROL PLANS WILL BE PREPARED AND SUBMITTED 70 THE MESH HAVE A MINIMUM AREA OF 0.12 SQUARE INCHES PER FOOT SHALL BE USED CITY FOR APPROVAL. NO WORK WILL COMMENCE UNTIL ALL APPROVED TRAFFIC CONTROL IS IN PLACE. WITH THE MINIMUM REQUIRED REBAR SHOWN IN THE ALTERNATIVE PRECAST BASE SECTION. WIRE MESH SHALL NOT BE PLACED IN THE KNOCKOUTS. 3. WHERE NEW ASPHALT JOINS EXISTING, THE EXISTING ASPHALT WILL BE CUT TO A NEAT VERTICAL EDGE AND TACKED WITH ASPHALT EMULSION TYPE CSS -i IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS. 2. THE KNOCKOUT DIAMETER SHALL NOT BE GREATER THAN 20 ". KNOCKOUTS SHALL THE NEW ASPHALT WILL BE FEATHERED BACK OVER EXISTING ASPHALT TO PROVIDE FOR A SEAL AT THE HAVE A WALL THIKCNESS OF 2" MINIMUM 70 2.5" MAXIMUM. PROVIDE A 1.5 SAW CUT LOCATION AND THE JOINT SEALED WITH GRADE AR -4000W PAVING ASPHALT. T. NIMUM GAP BETWEEN THE KNOCKOUT WALL AND THE OUTSIDE OF THE PIPE. AFTER THE PIPE IS INSTALLED, FILL THE GAP WITH JOINT MORTAR IN ACCORDANCE WITH 4. SUBGRADE INSPECTION BY THE CITY OF YELM IS REQUIRED BEFORE INSTALLING ASPHALT STANDARD SPECIFICATION 9 -04.3. 5. COMPACTION OF SUBGRADE, ROCK, AND ASPHALT WILL BE IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS 3. THE MAXIMUM DEPTH FROM THE FINISHED GRADE TO THE LOWEST PIPE INVERT SHALL AND THESE PLANS. BE 5'. 4. THE FRAME AND GRATE MAY BE INSTALLED WITH THE FLANGE UP OR INTEGRALLY CAST INTO THE ADJUSTMENT SECTION WITH FLANGE UP. 5, THE PRECAST BASE SECTION MAY HAVE A ROUNDED FLOOR, AND THE WALLS MAY BE SLOPED AT A RATE OF 1:24 OR STEEPER. 6. THE OPENING SHALL BE MEASURED AT THE TOP OF THE PRECAST BASE SECTION. 7. ALL PICKUP HOLES SHALL BE GROUTED FULL AFTER THE BASIN HAS BEEN INSTALLED. Civil • Municipal • Geotechnical • Land Su ng BY: APPROVED FOR CONSTRUCTION Jerome W. Morrissette & Associates Inc., P. S. APPROVAL dQ C 3 ADD # 1 U O O u 1700 Cooper Pt. Road S.W. #B -2, Olympia, Wa. 98502 -1110 Ph 360.352.9456 Fx 360.352.9990 EXPIRES: CALL BEFORE YOU DIG: DATE: THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING THE UNDERGROUND LOCATE LINE AT 1- 800- 424 -5555 A MINIMUM OF 48 HOURS PRIOR TO ANY CONSTRUCTION. Z Uv > �m � P W dQ C 3 (-)m I U C w � i N `m � ■ N Z d l J w MI (1 � t Z > o 0 O 01/19/13 ADD # 1 U O O u Q o c 00 V (-)m I U C w � i N `m � ■ N Z d l J w MI (1 � t ,S S. L W{1S�AILI' i 4 �ORFO STER�1 @`4� SStONAL (I2q 13 Project: Z Drawn: O 01/19/13 ADD # 1 01/29/13 Q V Z N W J F- w O z ILL J Q I 0:� LI I W z z W Lu 0 U F_ V) Z CV O 0o Z Z _J Q ti O .� W i Z 0 p O O Z 0 O O N N L EL v / ,S S. L W{1S�AILI' i 4 �ORFO STER�1 @`4� SStONAL (I2q 13 Project: 2010 -16 Drawn: BID 01/19/13 ADD # 1 01/29/13 Sheet: C1.3