The URL can be used to link to this page

20140179 Redline Plan Set #2 10302014CURBS AT BOTH ENDS I-). q+�Qj _eq5Sf_vqeJ, '40 A ew'vLy7 1_- _ ® kce55 S,. A�' 5 uo-be -�- kjjmLj 4 d -(euce2 L e tI19 c_ Li.LC{l >S 4..1� 7w�h 3 (1) TAPPING TEE (WET TAP) (1) THRUST BLOCK I a . �vL�Irvn � �n�ang. CONTRACTOR SHALL POTHOLE TO SPU'ViC.P III? NPPCPs -�0 (Ae VERIFY SIZE AND LOCATION OF EXISTING WATER MAIN PRIOR TO �(eE11-..�GQ w.4eu_.C'scuSS.?.�eP4 CONSTRUCTION. COORDINATE WITH THE CITY OF YELM PUBLIC WORKS DEPARTMENT. ABBREVIATIONS APROX APPROXIMATELY ASPH ASPHALT ® AT BMP BEST MANAGEMENT PRACTICES SITE AND SURFACING NOTES: CATCH BASIN ( z) sSLF ROOF DOWNSPOUT CENTERLINE OR CLASS CLR CLEAR 1. THE EXISTING SITE SOILS REQUIRE PROPER COMPACTION PRIOR TO PLACEMENT CLEAN OUT INFILTRATION TRENCHES PER DETAIL CPEP CORRUGATED POLYETHYLENE PIPE CSBC OF BUILDING, PAVING, AND UTILITY IMPROVEMENTS. CSTC CRUSHED SURFACING TOP COURSE IE: 347.92 CENTER CY CUBIC YARDS DIA DIAMETER DIAM DIAMETER 0 CB #1-48-0 TYPE 2 SOLID LID E 2. CONTRACTOR TO REPAIR / REPLACE ALL EXISTING FACILITIES THAT ARE: DAMAGED EL ELEVATION _ - - - RIM: 354.2 EXISTING DURING CONSTRUCTION TO PRE - CONSTRUCTION CONDITION. SOCO #3 FT T - - - IE IE IN: 348.62 6" (NE) IN INCH(ES) RIM: 354.2 C -r -- _ _ - _ - IE IN: 348.42 4" (NW) MANHOLE 3. REFER TO LANDSCAPE ARCHITECTURE PLANS FOR CEMENT CONCRETE WALK IE IN: 349.17 6" (NW) MIN MINIMUM MISC MISCELLANEOUS r JOINTING. TONAL Oct 12 2014 I I 343Z 1 F' :19 AM Sir IE OUT: 347.92 4" (SE) IE OUT: 349.17 s" (SW) RD RD V GRADING NOTES: rya RD BUILDING GRID � _ - - - - - - - - - ni A- - -(I - - - - LINE A -1 SSCO #01 1. THE SPOT ELEVATIONS INDICATED ON THIS PLAN REPRESENT THE DESIGN TOP OF N: 592638.08 RIM: 354.36 BUILDING GRID 355.13 PAVEMENT UNLESS OTHERWISE SPECIFIED. E: 1113548.77 1 IE: 351.33 6" LINE A -4 N: 592579.11 INTERCEPTOR TRENCH 355.00 o 9LF PVC ®2.0% PER DETAIL 2. CONTRACTOR SHALL ASSURE POSITIVE DRAINAGE AWAY FROM BUILDING$ FOR ALL 354.48 E 1113460.60 354.48 9.2' MATCH EXIST. NATURAL AND PAVED AREAS AND SHALL GRADE ALL AREAS TO PRECLWDE 354.37 UTILITY CROSSING UTILITY 354 17 355.07 PONDING OF WATER, SS IE: 351.24 RD CROWN: 350.24 FF: 354.50 Zo ° - 354.44 4.30 ° - w ,�" MATCH EXIST. UTILITY CROSSING 355.03 STORM DRAINAGE NOTES: soco #z 354.37 16.8 SO IE: 353.03 354.15' RIM: 355.9 354.48 12.3' RD CROWN: 350.50 354.56 354.04 IE IN: 349.49 6" (SW) ghN 24.4' 12` 24.4' 1. STORM DRAIN LINE MATERIAL TO BE CPEP, UNLESS OTHERWISE SPECIFIED. IE OUT: 349.49 6" (SE) rr1 UTILITY CROSSING 354.48 1 ° 353.87 W IE: 351.20 354.31 SDCO #1 2. ROOF AND FOOTING DRAIN LINES ARE LOCATED ON PLANS FOR CLARITIY AND ARE RD CROWN: 350.20 - 354.28 iO RIM: 354.5 TO BE PLACED IN ACCORDANCE WITH STANDARD PRACTICE. CONNECT PROPOSED FORCE - - - - - - - 351. U-- - 353.92 IE IN: 349.98 6" (S) SERVICE LINE TO EXISTING 354.27 0 353.98 IE OUT:349.98 6" (NE) 3. REFER TO ARCHITECTURAL PLANS FOR PRECISE LOCATION, ORIENTATION, AND 2" PVC FORCE SERVICE - QUANTITY OF ROOF DOWNSPOUTS. LINE. CONTRACTOR TO RD °0 -,Add approved gate details POTHOLE TO FIELD VERIFY 9LF 6 pyC ® 2.0% 353.90 ASSEMBLY 4. CATCH BASIN INLET PROTECTION TO BE USED FOR ALL NEW INLETS, EXCEPT FOR SIZE AND LOCATION OF (1.) 45' BEND (MJ) W� "0 (1) GATE VALVE to this page INLETS WITH SOLID LIDS, UNLESS OTHERWISE SPECIFIED ON PLANS. EXISTING FORCE LINE. (1) THURST BLOCK 73 LF 6 DI PIPE__ II "X2" CONCRETE (1) 6 TEE (FLxMJxMJ) SS - SS ENCASIEMENT (1) 2" GATE VALVE UTILITY NOTES: UTILITY CROSSING SSCO #02 IF (1) WATER METER\tIwpl . SS IE: 352.42 �. RIM: = 354.59 1 REDUCED PRESSURE 1. FOR EXISTING SYMBOLS REFER TO TOPOGRAPHICAL SURVEY SHEET ' W CROWN: 351.09 IE: 3511.15 6" BACKFLOW ASSEMBLY UTILITY, CROSSING PER DETAIL 2. BURIED UTILITIES ARE SHOWN IN THEIR APPROXIMATE LOCATION. PRIOR TO 38 LF 6° DI PIPE SS IE: 351.10 6 INSTALLATION OF ANY PROJECT IMPROVEMENTS, CONTRACTOR SHALL VEIRIFY (1) 45' BEND (MJ) W CRC)WN: 350.10 118 LF 2" PE PIPE LOCATION AND ELEVATION OF EXISTING UTILITIES. IN THE EVENT OF ANN (1) THURST BLOCK 16LF 16 "0 PVC ® 2.09 DISCREPANCY FROM THE INFORMATION PRESENTED ON THESE PLANS, SSCO #03 CONTRACTOR SHALL NOTIFY THE DESIGN ENGINEER OF THE SITUATION RIM: $54,64 ° IMMEDIATELY. 39 IE: 3510.84 6" 21F 6; "0 PVC ® 2.0% CEMENT CONCRETE 3. CONSTRUCT ALL UTILITY IMPROVEMENTS IN CONFORMANCE WITH THE TRENCH WALK PER DETAIL SECTION DETAIL UNLESS OTHERWISE INDICATED ON PLAN. STEP SYSTEM WITH 1,500 (;ALLON TANK ' PER DETAIL. FURNISH AND INSTALL 4' HIGH BLACK VINYL COATED 4. PROVIDE 10' MINIMUM HORIZONTAL AND 18" MIN. VERTICAL SEPARATION BETWEEN TRANSFER SWITCH MODEL L)T 323 URK CHAINUNK FENCE PER DETAIL WATER AND SANITARY SEWER LINES. AS MANUFACTURED BY CUTLER HAMMER WITH GATES AS SHOWN - AND MALE PLUG MODEL 701530 MBWP MANOiACTURED BY BRYANT 354.86 r EROSION CONTROL NOTES: 354.70 .' 355 354.73 1. CONTRACTOR IS RESPONSIBLE FOR EMPLOYING ALL APPLICABLE EROSIOIN AND SEDIMENT CONTROL BEST PRACTICE MEASURES ONSITE. 355.09 0 202± 1_F 6" DI PIPE APPROXIMATE LOCATIION OF 2" PVC ° FORCE SERVICE LINE, (NOT SURVEYED, ° . BASED ON DESIGN PLANS PROVIDED BY PARAMETRIX DATED 09/01/94) MATCH EXIST. 354.63 1 MATCH EXIST. EXTRUDED CURB PER DETAIL, 1 354.64 TIE INTO AND MATCH EXISTING CURBS AT BOTH ENDS I-). q+�Qj _eq5Sf_vqeJ, '40 A ew'vLy7 1_- _ ® kce55 S,. A�' 5 uo-be -�- kjjmLj 4 d -(euce2 L e tI19 c_ Li.LC{l >S 4..1� 7w�h 3 (1) TAPPING TEE (WET TAP) (1) THRUST BLOCK I a . �vL�Irvn � �n�ang. CONTRACTOR SHALL POTHOLE TO SPU'ViC.P III? NPPCPs -�0 (Ae VERIFY SIZE AND LOCATION OF EXISTING WATER MAIN PRIOR TO �(eE11-..�GQ w.4eu_.C'scuSS.?.�eP4 CONSTRUCTION. COORDINATE WITH THE CITY OF YELM PUBLIC WORKS DEPARTMENT. ABBREVIATIONS APROX APPROXIMATELY ASPH ASPHALT ® AT BMP BEST MANAGEMENT PRACTICES CB CATCH BASIN CL CENTERLINE OR CLASS CLR CLEAR CO CLEAN OUT CONC CONCRETE CPEP CORRUGATED POLYETHYLENE PIPE CSBC CRUSHED SURFACING BASE COURSE CSTC CRUSHED SURFACING TOP COURSE CTR CENTER CY CUBIC YARDS DIA DIAMETER DIAM DIAMETER 0 DIAMETER E EAST EL ELEVATION ELEV ELEVATION EX EXISTING EXIST EXISTING FT FOOT OR FEET IE INVERT ELEVATION IN INCH(ES) L LENGTH LF LINEAR FEET MH MANHOLE MAX MAXIMUM MIN MINIMUM MISC MISCELLANEOUS Im O U U 6 <W 5EWL 2 Con?mc - -,75 z �tSdo T&P -FA /Jx "5L eNC 0.o Pm Purer J /✓O (rG n9. 'fRRN5GC2 SW17CI4 V2c q-BRED. S+=C- Sci.JE SPCC. A D b ETJO CA /T) 64, q. m l-lZU TANK NL i T,J tEJ6e9- -nWar"r-i� z J$116 u1 Y»ETNaD B-F GoNL LC7 (Alb Z L`;x is Tlnr Cv U 2 Q y nfCCY7 S�r3m�iTA�S L,.k v � ILW i `3 Jk. Li J� HPP LA'I�TENAN ES , (J J J 5LKU sa"'?_aR� E,,ALUC, 9tib GA25L1J C5-)C A3 U = S sown ¢ O U 1n JTS SE ZsILE t LJ� �';� Z O W m Q W m 7) A� 13 DO1 9 rc sA,�D. F_ a wJ �5 LSA I C'IZ 5'P)60 WITH LJ 5t4r b4 FIJRTNES Q 0 � (n /lF1NK. CIO Foe v �I iEv cE. CL •� REVASIONS N NORTH U O NORTHEAST FITS 0 U NW NORTHWEST O.C. ON CENTER OD OUTSIDE DIAMETER OSHA OCCUPATIONAL SAFIETY AND HEALTH ADMINISTRATION It PROPERTY LINE PROP PROPOSED PSE PUGET SOUND ENERGY Y POUNDS PER SQUAIRE FOOT PSI POUNDS PER SQUA4RE INCH PVC POLYVINYL CHLORIDIE PIPE R RADIUS OR RANGE R/W RIGHT -OF -WAY ROW RIGHT -OF -WAY S SOUTH > SOUTHEAST V SPECIFICATION SS SANITARY SEWER SD STORM DRAIN ST _w_ STEP SEPTIC TANK EFFLUIENT PUMP uS STANDARD SW S TESC TEMPORARY EROSIOIN & SEDIMENT CONTROL TYP TYPICAL W �r A W/ WITH WA SF 1 JAN L/ r WASHINGTON STATE DEPARTMENT OF TRANSPORTATION TONAL Oct 12 2014 I I 343Z 1 F' :19 AM Sir V V 5EWL 2 Con?mc - -,75 z �tSdo T&P -FA /Jx "5L eNC 0.o Pm Purer J /✓O (rG n9. 'fRRN5GC2 SW17CI4 V2c q-BRED. S+=C- Sci.JE SPCC. A D b ETJO CA /T) 64, q. m l-lZU TANK NL i T,J tEJ6e9- -nWar"r-i� z J$116 u1 Y»ETNaD B-F GoNL LC7 (Alb Z L`;x is Tlnr Cv U 2 Q y nfCCY7 S�r3m�iTA�S L,.k v � ILW i `3 Jk. Li J� HPP LA'I�TENAN ES , (J J J 5LKU sa"'?_aR� E,,ALUC, 9tib GA25L1J C5-)C A3 U = S sown ¢ O U 1n JTS SE ZsILE t LJ� �';� Z O W m Q W m 7) A� 13 DO1 9 rc sA,�D. F_ a wJ �5 LSA I C'IZ 5'P)60 WITH LJ 5t4r b4 FIJRTNES Q 0 � (n /lF1NK. CIO Foe v �I iEv cE. CL •� REVASIONS N NORTH NE NORTHEAST FITS NOT TO SCALE NW NORTHWEST O.C. ON CENTER OD OUTSIDE DIAMETER OSHA OCCUPATIONAL SAFIETY AND HEALTH ADMINISTRATION It PROPERTY LINE PROP PROPOSED PSE PUGET SOUND ENERGY PSF POUNDS PER SQUAIRE FOOT PSI POUNDS PER SQUA4RE INCH PVC POLYVINYL CHLORIDIE PIPE R RADIUS OR RANGE R/W RIGHT -OF -WAY ROW RIGHT -OF -WAY S SOUTH SE SOUTHEAST SPEC SPECIFICATION SS SANITARY SEWER SD STORM DRAIN ST STREET STEP SEPTIC TANK EFFLUIENT PUMP STD STANDARD SW SOUTHWEST TESC TEMPORARY EROSIOIN & SEDIMENT CONTROL TYP TYPICAL W WEST W/ WITH WA WASHINGTON WSDOT WASHINGTON STATE DEPARTMENT OF TRANSPORTATION SURVEY INFORMATION(SYOTHERS) BASIS OF BEARING (NAD83(98)) NAD83(98) PER WSRN RTK CPS NETWORK OBSERVATIONS ON SITE CONTROL VERTICAL DATUM ASSUMED HOLDING THE FINISHED FLOOR OF THE CHURCH AT 355.00' AS SHOWN ON SURVEY. DAM 10.17.14 BCRP NO 12138 CAOn FILE SNEETMILE I CIVIL SITE PLAN BCRAi ®` CCOPYRICtlT2013 B(AiA.Nc PLLNIDHSRE3FNVED SHEET C1001 PERMITSET RIGID ` (DI,, COT BACKFILL WITH BANK RUN GRAVEL FOR TRENCH BACKFILL OR SUITABLE NATIVE MATERIAL PIPE AS SPECIFIED ON PLAN OR SPECS: 0 0 PIPE BEDDING OR SUITABLE NATIVE M TERIAL, MEETING WSDOT 9- 03.12(3)V��V��A TRENCH SECTION � o � NOTES: NATIVE SOIL OR TOPSOIL z 1/2" 1. BACKFILL MATERIAL SHALL NOT HAVE ROOF DRAIN (TYP.) ROCKS /PARTICLES LARGER THAN 1" (DO NOT CONNECT CI OPE TO GRAIN EXTERIOR WALL 'P�l- WITHIN 12" OF THE PIPE, BACKFILL WITH FOOTING - -- '° SEE PLAN CEMENT CONCRETE WALK 1/8" R MATERIAL SHALL BE PLAICED IN 8° FREE - DRAINING 2.007 MAX MAXIMUM LOOSE LIFTS AND DRAIN LINE) < JOINT NLLER GRANULAR -� COMPACTED TO 957 MAXIMUM PROCTOR DRY - BACKFILL PER WSDOT / ' ° / TEST (A PER MODIFIED PROCTOR 9- 0314(1) ' •, TEST (ASTM D- 1557). � � FLOOR SLAB 4. •• /X 2. CONSTRUCT ALL UTILITIES IN MIRAFI 140 -N OR APPROVED WRAPPED %/ /�� EXPANSION JOINT (EJ) CONFORMANCE WITH THIS DETAIL AROUND GRAVEL UNLESS INDICATED OTHERWISE ' ' '• /�. /ice / /�� / /,� / /i, /i. / 1/8" TO 1/4" ELSEWHERE ON THE PLANS. CRUSHED SURFACING SECTION A -A TOP COURSE 3. ALL TRENCH EXCAVATIONS SHALL BE GRAVEL BACKFILL NOTES: 3/8" TO 1/2" R SLOPED, SHORED, SHEETED, BRACED, FOR DRAINS PER 1. COMPACTED SUBGRADE /CRUSHED SURFACING TOP COURSE FOR CURBS & OR OTHERWISE SUPPORTED IN COMPLIANCE WITH OSHA REGULATIONS WSDOT 9- 03.12(4) =- WALKS TO BE 957 OF THE MAXIMUM DENSITY. AND LOCAL ORDINANCES., 4" DIAMETER PERFORATED PVC WITH 2. DEPTHS SHOWN ARE COMPACTED THICKNESS. e° PERFORATIONS DOWN 4. IF ORGANIC PEAT IS ENCOUNTERED DURING UTILITY EXCAVATION, FOOTING DRAIN NOTES: 3. PROVIDE 1/2" EXPANSION JOINT BETWEEN WALK AND ALL FIXED OBJECTS. CONTP TION JOINT (CJ) OVEREXCAVATE TRENCH 1TO INCREASE 1. REFER TO GEOTECHNICAL REPORT FOR MORE INFORMATION. PIPE BEDDING DEPTH TOI 18" OR MORE AS REQUIRED TO (COMPACT BEDDING TO FIRM NON- YIELDING CONDITION. FOOTING DRAIN CEMENT CONCRETE WALK n SCALE: NTS 1 N Z PIPE FROM-. G g d 0 0.07 SLOPE I IE: 3 348.42 4" PERFORATED I � o � NOTES: NATIVE SOIL OR TOPSOIL z 1/2" 1. BACKFILL MATERIAL SHALL NOT HAVE ROOF DRAIN (TYP.) ROCKS /PARTICLES LARGER THAN 1" (DO NOT CONNECT CI OPE TO GRAIN EXTERIOR WALL 'P�l- WITHIN 12" OF THE PIPE, BACKFILL WITH FOOTING - -- '° SEE PLAN CEMENT CONCRETE WALK 1/8" R MATERIAL SHALL BE PLAICED IN 8° FREE - DRAINING 2.007 MAX MAXIMUM LOOSE LIFTS AND DRAIN LINE) < JOINT NLLER GRANULAR -� COMPACTED TO 957 MAXIMUM PROCTOR DRY - BACKFILL PER WSDOT / ' ° / TEST (A PER MODIFIED PROCTOR 9- 0314(1) ' •, TEST (ASTM D- 1557). � � FLOOR SLAB 4. •• /X 2. CONSTRUCT ALL UTILITIES IN MIRAFI 140 -N OR APPROVED WRAPPED %/ /�� EXPANSION JOINT (EJ) CONFORMANCE WITH THIS DETAIL AROUND GRAVEL UNLESS INDICATED OTHERWISE ' ' '• /�. /ice / /�� / /,� / /i, /i. / 1/8" TO 1/4" ELSEWHERE ON THE PLANS. CRUSHED SURFACING SECTION A -A TOP COURSE 3. ALL TRENCH EXCAVATIONS SHALL BE GRAVEL BACKFILL NOTES: 3/8" TO 1/2" R SLOPED, SHORED, SHEETED, BRACED, FOR DRAINS PER 1. COMPACTED SUBGRADE /CRUSHED SURFACING TOP COURSE FOR CURBS & OR OTHERWISE SUPPORTED IN COMPLIANCE WITH OSHA REGULATIONS WSDOT 9- 03.12(4) =- WALKS TO BE 957 OF THE MAXIMUM DENSITY. AND LOCAL ORDINANCES., 4" DIAMETER PERFORATED PVC WITH 2. DEPTHS SHOWN ARE COMPACTED THICKNESS. e° PERFORATIONS DOWN 4. IF ORGANIC PEAT IS ENCOUNTERED DURING UTILITY EXCAVATION, FOOTING DRAIN NOTES: 3. PROVIDE 1/2" EXPANSION JOINT BETWEEN WALK AND ALL FIXED OBJECTS. CONTP TION JOINT (CJ) OVEREXCAVATE TRENCH 1TO INCREASE 1. REFER TO GEOTECHNICAL REPORT FOR MORE INFORMATION. PIPE BEDDING DEPTH TOI 18" OR MORE AS REQUIRED TO (COMPACT BEDDING TO FIRM NON- YIELDING CONDITION. FOOTING DRAIN CEMENT CONCRETE WALK n 1 N - ,-NON-WOVEN GEOTEXTILE FABIRIC FOR SEPARATION A - PER; WSDOT SPEC. 9 -33.2 TABLE 3. BOTTOM OF TRENCH ELEV: 346.92 (TYP.) TRENCH LOGITUDINAL SECTION TRENCH CROSS SECTION A ROOF DOWNSPOUT INFILTRATION SYSTEM HEAVY DUTY FRAME AND COVER W/ LETTERS CAST IN COVER AS FOLLOWS: THREADED PVC C4PLUG FOR SANITARY SEWER: "SSCO" FOR STORM DRAINAGE: "STORM" 1" IN GRASSY AREA 0" IN PAVED AREA ADJUSTABLE HEAD 4" MIN. 2500 PSI P.C. CONCRETE COLLAR 12" NOTE: SEE APPLICABLE DETAIL FOR BACKFILL AND BEDDING I 1 SIZE OF RISER PIPE 11 INSTRUCTIONS. PER LOCAL CODES 111 45' BEND ° ° o RAVEL BA CKFILL o OR DRAINS PER ° °0°° 0 00 .000 ° o ° 0 WSDOT 9- 03.12( 4 ) 0 / o00 O0000 00° 0 ° o ° / ° ° o DIRECTION OF FLOW ° / a 0 O 0 O° 0 0 0 0 a° °0° 0 o� °° ° °Oo ° ° coo ° ° on WYE PLUG WYE IF SERVICE LATERAL DOES NOT CONTINUE SEE PLAN FOR PIPE SIZE, TYPE, AND ELEVATION CLEANOUT n SCALE: NTS SCALE: NITS L 1 TYPE 2 CATCH BASIN PER DETAIL a 4" PVC ELBOW IE: 347.92 (TYP.)-� I/ //III 4{ jI SCALE: NTS 12" REFER TO PLAN_ -� PROVIDE 1" DROP SLOPE PER PIANO WHEN ADJACENT TES ' - - ---� WALK SLOPE VI>R M a \\_1"1/3" RIVER ROCK 4" PERFORATED PVC PIPE WITH PERFORATIONS DOWN NONWOVEN GEOTEXTILE FABRIC FOR SEPARATION PER WSDOT STD. SPEC. 9 -33.2 TABLE 3 GRAVEL BACKFILL FOR DRAINS PER WSDOT STD. SPEC. 9 -03.12 (4) INTERCEPTOR TRENCH n % 1 SCALE: NTS 9" 6" CEMENT CONCRETE 1 "R(TYP) 1.5" ,, 6" 1. 15 CURB PER WSDOT BOTTOM OF CUT /SAWED JOINT 0 15' INTERVAL A.C. PAVING q SPEC 8 -04 -I "I", I I EXTRUDED CURB n O 1 SCALE: NTS S FEES DE 2' ,.I WATER TIGHT HOUSE GAP TYPICAL 14 PROTECTED ARA AREAS REWIRE AREAS (LAWNS, RBO ETC.) 2' -O' TAIL REWIRE SERNCE BOXES (CARSON OR RICH) 90K GROUND 1 � ",STING GROUND 14 GA. COPPER TURING ARE WRAP ONCE AROUND CLEANCUT STANDPIPE NEW 4" PVC SEWER PVC G0.- LINE (1YP) (3034) DOU 2% SLOPE TO TANK - SWEEPtNG FIT FERNCO COUPLING OR -- APPROVED EQUAL FERNCO COUPLING W APPROVED EGUI jI 3 k 1 TOP OF STEP TANK INLET BAFFLE DEP. OF PUBLIC WORKS _ YPiCAI_ CONNECTION Ro .. DW4. No i� 41C WORKS nlacc70R -DATA TES CGn DATE BJY JEG TP 4/20O7 SCALE: NTS CATCN NA$M FNANCANn VANFll 6HPTE OR LNHIg1E N W G ANO COV[a 1uT346 TOF SEF rattF MORTAN LIP_) f= `, srEasoN 11 LAWFA I r _ 1 1 }F REINFORCINP STEEL jrypJ j H... V clwoEl PACKFILI 1. °ali A' 1 `Tr•��'��'g}y{/ PIPE ZWffi BEDDING n tM SEPARATE BASE INTEGRALIMSE MBw7 %MONP) tu"->T ON.n TYPE 2 CATCH BASIN NTS , _ RECESSED HANDLE TYPE 1 I COVER INLAND FOUNDRY #248 -3' 3' % 4" 5 3/4 VALVE BOX WITH 1 CLASS 3000 0 8 3/4' 'WATER" CAST IN LID CONCRETE PA O ( OR OfCO 910 "T -_ - _ • SECTION FINISHED GRADE OUTSIDE PAVED AREA `''' WIRE Ig -10" OR td" TRACER SEAL WITH AR4000W u I 6" SDR 21 PVC PIPE CONFORMING TO ASTM ACP .. n: o 3034. RISER PIPE TO BE 1.0, CSTC -, i PLUMB AND CENTERED xI OVER VALVE STEM. � Z > U C BALLAST I VALVE STEM RISER PE 0.5' CONCRETE GL 3000 ! I RE WHEN MAX. ~�I 36 S EXCEEDED (LENGTH VARIES) INSIDE PAVED ROADWAY - �.. .. , , , :�A� ALL VALVES MUST HAVE 14 GUAGE INSULATED COPPER TRACER WIRE TIED Off AT VALVE BODY, - -- GATE VALVE SHOWN - SIMILA EXTENDED OUTSIDE PVC RISER PIPE 7'14EN INSTALLATION REQUIRED PON EXTENDED ONE FOOT TOP OF VALVE BOX. BUTTERFLY VALVES. VALVE STEM EXTENSION LEGEND U VALVE OPERATING NUT OR 1 7 /8" X 1 7/8" % Y' HIGH GRADE STEEL WELDED 10 RISER SHAFT, CITY OF °FLM, WASHINGTON C9 3/15" Thk X 5 1/5" CIA STEEL DEPT, OF PUBLIC WORKS GUIDE PLATE WELDED TO RISER SHAFT. STAN, DARD STEEL XTUBING TO SQUARE O ERATINGRAL VALVE BOX NUT, LENGTH AS REQUIRED. - - - -- - aPPROV� DWG_ N0. NOTE. _i•�" ALL WELDS TO SHAFT SHALL BE 1/4" PUBLIC WORKS DIRE GTDe SATE 6-T FILLET WELD ALL AROUND. GES. Dwrv. 1GaD. (DATE Fs .Re TP 4/2007 STANDARD VALVE BOX n L SCALE: NTS IV NOTES i. No sagas are rotund wham heights 4 or Was 2. Th, Notion of the PrarxM CB" mail may ba aMped to fusiltate claiming. 3. The relclalgular trams alb grate may De linalallml WIN the flange uP er down. TOP Follows maY ba castnto tlN adjuomlam eaamv 4. KNOn%P la shall have a wall thksorw s °12' m Imum In 25' nasimom. Provide a 1.5 M Imum gaP between iM krlockwA wall and the outside of V1e pipe. Altar iha ppm'a small Ml ale gap with join( mortar in accordance Goth finam"m SPaeNNatlon CATCH BASIN DIMENSION CATCH WN. MIN, MAIDMUM BA81N WALL BASE KNOCKOUT DIAMETER THICKNESS THICKNESS SIZE 4B'_. 4 IF 38'_.. 51' 4.5' _._B" 42 . . fiE 5' B' 1' 7Z 8" B" 80' B4' W _. 17 7Z -- 116• a 12- AN' 120' 1 12' 96' 144• 12' it 10B• _ MINIMUM DISTANCE I EfVYEEN KNOCKOUTS 8. B' 12. 12' 1r 12- 12, PIPE ALLOWANCES CATCH PIPE MATERIAL WIT, YAXIYUM INBWE DIAMETER BASIN CONCRETE ALL CPBSP BOIJD PROFILE DIAMETER METAL WA4L WALL il _ C1: P Pin: '�i 51 _. 30 36' 30" - - %• 38-. RE 36 36 4Z ' 42' 42' .. 72' 4Z S4• 42 98' 98" 84" 64' ESE _. 54 _..Cg' 48" _ 1. BE 72' BD 48 49• CATCH BASIN TYPE 2 120' fib• Si BD' 4B' °B' STANDARD PLAN 8. 10.20-01 144' 78• 96' ESE 4B' 4E sNEFTI of IKIHET Conagalad Poyanyiens Storm Sewar Pipe t8Mn0.N ownsistion &03.20/ APpaovFn f-0a PUBLCATON z)(SMnda,d SpacMCatlpn e41e.i3(BN ___ BaADticA III 02 -07 -f1 :a; (SbuW,d BpacBkatlon FOe.12(2)) __. 4 . --- SCALE: NTS ® 1 O O �Q UN d Q 1-0 P, �w V Nz M U m d :)ct 17201411: 19 AM I1 Z I..I..I _O I =U U Y x U Q U W 0 2 O a o E) n z O wcD paD LE Er, 0 n Q w 0 J N� 0�W� Y CL_ U) u5 >- REVISIONS ]4TE 10.17.14 FGVAAL 12138 'r11 ILE SHEET 1!TLE CIVIL DETAILS BCRA T COPYll IT 2➢13 )CRA, INC, NA. RIGHTS RESERVED heET C1.02 PERMIT SET f SCALE: NTS 1 4" PERFORATED PVC 2 24" 4" P PIPE FROM-. SDR35 (TYP.) 1 12" 12" INTERCEPTOR T TRENCH 0 0.07 SLOPE I IE: 3 348.42 4" PERFORATED I INLET A 0 PVC, SDR35 I IE: 3 348.62 0 0.0% SLOPE 4 4 GRAVEL BACKFILL _ G 1 WSC10T 9- 03.12(4) ,-NON-WOVEN GEOTEXTILE FABIRIC FOR SEPARATION A - PER; WSDOT SPEC. 9 -33.2 TABLE 3. BOTTOM OF TRENCH ELEV: 346.92 (TYP.) TRENCH LOGITUDINAL SECTION TRENCH CROSS SECTION A ROOF DOWNSPOUT INFILTRATION SYSTEM HEAVY DUTY FRAME AND COVER W/ LETTERS CAST IN COVER AS FOLLOWS: THREADED PVC C4PLUG FOR SANITARY SEWER: "SSCO" FOR STORM DRAINAGE: "STORM" 1" IN GRASSY AREA 0" IN PAVED AREA ADJUSTABLE HEAD 4" MIN. 2500 PSI P.C. CONCRETE COLLAR 12" NOTE: SEE APPLICABLE DETAIL FOR BACKFILL AND BEDDING I 1 SIZE OF RISER PIPE 11 INSTRUCTIONS. PER LOCAL CODES 111 45' BEND ° ° o RAVEL BA CKFILL o OR DRAINS PER ° °0°° 0 00 .000 ° o ° 0 WSDOT 9- 03.12( 4 ) 0 / o00 O0000 00° 0 ° o ° / ° ° o DIRECTION OF FLOW ° / a 0 O 0 O° 0 0 0 0 a° °0° 0 o� °° ° °Oo ° ° coo ° ° on WYE PLUG WYE IF SERVICE LATERAL DOES NOT CONTINUE SEE PLAN FOR PIPE SIZE, TYPE, AND ELEVATION CLEANOUT n SCALE: NTS SCALE: NITS L 1 TYPE 2 CATCH BASIN PER DETAIL a 4" PVC ELBOW IE: 347.92 (TYP.)-� I/ //III 4{ jI SCALE: NTS 12" REFER TO PLAN_ -� PROVIDE 1" DROP SLOPE PER PIANO WHEN ADJACENT TES ' - - ---� WALK SLOPE VI>R M a \\_1"1/3" RIVER ROCK 4" PERFORATED PVC PIPE WITH PERFORATIONS DOWN NONWOVEN GEOTEXTILE FABRIC FOR SEPARATION PER WSDOT STD. SPEC. 9 -33.2 TABLE 3 GRAVEL BACKFILL FOR DRAINS PER WSDOT STD. SPEC. 9 -03.12 (4) INTERCEPTOR TRENCH n % 1 SCALE: NTS 9" 6" CEMENT CONCRETE 1 "R(TYP) 1.5" ,, 6" 1. 15 CURB PER WSDOT BOTTOM OF CUT /SAWED JOINT 0 15' INTERVAL A.C. PAVING q SPEC 8 -04 -I "I", I I EXTRUDED CURB n O 1 SCALE: NTS S FEES DE 2' ,.I WATER TIGHT HOUSE GAP TYPICAL 14 PROTECTED ARA AREAS REWIRE AREAS (LAWNS, RBO ETC.) 2' -O' TAIL REWIRE SERNCE BOXES (CARSON OR RICH) 90K GROUND 1 � ",STING GROUND 14 GA. COPPER TURING ARE WRAP ONCE AROUND CLEANCUT STANDPIPE NEW 4" PVC SEWER PVC G0.- LINE (1YP) (3034) DOU 2% SLOPE TO TANK - SWEEPtNG FIT FERNCO COUPLING OR -- APPROVED EQUAL FERNCO COUPLING W APPROVED EGUI jI 3 k 1 TOP OF STEP TANK INLET BAFFLE DEP. OF PUBLIC WORKS _ YPiCAI_ CONNECTION Ro .. DW4. No i� 41C WORKS nlacc70R -DATA TES CGn DATE BJY JEG TP 4/20O7 SCALE: NTS CATCN NA$M FNANCANn VANFll 6HPTE OR LNHIg1E N W G ANO COV[a 1uT346 TOF SEF rattF MORTAN LIP_) f= `, srEasoN 11 LAWFA I r _ 1 1 }F REINFORCINP STEEL jrypJ j H... V clwoEl PACKFILI 1. °ali A' 1 `Tr•��'��'g}y{/ PIPE ZWffi BEDDING n tM SEPARATE BASE INTEGRALIMSE MBw7 %MONP) tu"->T ON.n TYPE 2 CATCH BASIN NTS , _ RECESSED HANDLE TYPE 1 I COVER INLAND FOUNDRY #248 -3' 3' % 4" 5 3/4 VALVE BOX WITH 1 CLASS 3000 0 8 3/4' 'WATER" CAST IN LID CONCRETE PA O ( OR OfCO 910 "T -_ - _ • SECTION FINISHED GRADE OUTSIDE PAVED AREA `''' WIRE Ig -10" OR td" TRACER SEAL WITH AR4000W u I 6" SDR 21 PVC PIPE CONFORMING TO ASTM ACP .. n: o 3034. RISER PIPE TO BE 1.0, CSTC -, i PLUMB AND CENTERED xI OVER VALVE STEM. � Z > U C BALLAST I VALVE STEM RISER PE 0.5' CONCRETE GL 3000 ! I RE WHEN MAX. ~�I 36 S EXCEEDED (LENGTH VARIES) INSIDE PAVED ROADWAY - �.. .. , , , :�A� ALL VALVES MUST HAVE 14 GUAGE INSULATED COPPER TRACER WIRE TIED Off AT VALVE BODY, - -- GATE VALVE SHOWN - SIMILA EXTENDED OUTSIDE PVC RISER PIPE 7'14EN INSTALLATION REQUIRED PON EXTENDED ONE FOOT TOP OF VALVE BOX. BUTTERFLY VALVES. VALVE STEM EXTENSION LEGEND U VALVE OPERATING NUT OR 1 7 /8" X 1 7/8" % Y' HIGH GRADE STEEL WELDED 10 RISER SHAFT, CITY OF °FLM, WASHINGTON C9 3/15" Thk X 5 1/5" CIA STEEL DEPT, OF PUBLIC WORKS GUIDE PLATE WELDED TO RISER SHAFT. STAN, DARD STEEL XTUBING TO SQUARE O ERATINGRAL VALVE BOX NUT, LENGTH AS REQUIRED. - - - -- - aPPROV� DWG_ N0. NOTE. _i•�" ALL WELDS TO SHAFT SHALL BE 1/4" PUBLIC WORKS DIRE GTDe SATE 6-T FILLET WELD ALL AROUND. GES. Dwrv. 1GaD. (DATE Fs .Re TP 4/2007 STANDARD VALVE BOX n L SCALE: NTS IV NOTES i. No sagas are rotund wham heights 4 or Was 2. Th, Notion of the PrarxM CB" mail may ba aMped to fusiltate claiming. 3. The relclalgular trams alb grate may De linalallml WIN the flange uP er down. TOP Follows maY ba castnto tlN adjuomlam eaamv 4. KNOn%P la shall have a wall thksorw s °12' m Imum In 25' nasimom. Provide a 1.5 M Imum gaP between iM krlockwA wall and the outside of V1e pipe. Altar iha ppm'a small Ml ale gap with join( mortar in accordance Goth finam"m SPaeNNatlon CATCH BASIN DIMENSION CATCH WN. MIN, MAIDMUM BA81N WALL BASE KNOCKOUT DIAMETER THICKNESS THICKNESS SIZE 4B'_. 4 IF 38'_.. 51' 4.5' _._B" 42 . . fiE 5' B' 1' 7Z 8" B" 80' B4' W _. 17 7Z -- 116• a 12- AN' 120' 1 12' 96' 144• 12' it 10B• _ MINIMUM DISTANCE I EfVYEEN KNOCKOUTS 8. B' 12. 12' 1r 12- 12, PIPE ALLOWANCES CATCH PIPE MATERIAL WIT, YAXIYUM INBWE DIAMETER BASIN CONCRETE ALL CPBSP BOIJD PROFILE DIAMETER METAL WA4L WALL il _ C1: P Pin: '�i 51 _. 30 36' 30" - - %• 38-. RE 36 36 4Z ' 42' 42' .. 72' 4Z S4• 42 98' 98" 84" 64' ESE _. 54 _..Cg' 48" _ 1. BE 72' BD 48 49• CATCH BASIN TYPE 2 120' fib• Si BD' 4B' °B' STANDARD PLAN 8. 10.20-01 144' 78• 96' ESE 4B' 4E sNEFTI of IKIHET Conagalad Poyanyiens Storm Sewar Pipe t8Mn0.N ownsistion &03.20/ APpaovFn f-0a PUBLCATON z)(SMnda,d SpacMCatlpn e41e.i3(BN ___ BaADticA III 02 -07 -f1 :a; (SbuW,d BpacBkatlon FOe.12(2)) __. 4 . --- SCALE: NTS ® 1 O O �Q UN d Q 1-0 P, �w V Nz M U m d :)ct 17201411: 19 AM I1 Z I..I..I _O I =U U Y x U Q U W 0 2 O a o E) n z O wcD paD LE Er, 0 n Q w 0 J N� 0�W� Y CL_ U) u5 >- REVISIONS ]4TE 10.17.14 FGVAAL 12138 'r11 ILE SHEET 1!TLE CIVIL DETAILS BCRA T COPYll IT 2➢13 )CRA, INC, NA. RIGHTS RESERVED heET C1.02 PERMIT SET f BOTTOM OF CUT /SAWED JOINT 0 15' INTERVAL A.C. PAVING q SPEC 8 -04 -I "I", I I EXTRUDED CURB n O 1 SCALE: NTS S FEES DE 2' ,.I WATER TIGHT HOUSE GAP TYPICAL 14 PROTECTED ARA AREAS REWIRE AREAS (LAWNS, RBO ETC.) 2' -O' TAIL REWIRE SERNCE BOXES (CARSON OR RICH) 90K GROUND 1 � ",STING GROUND 14 GA. COPPER TURING ARE WRAP ONCE AROUND CLEANCUT STANDPIPE NEW 4" PVC SEWER PVC G0.- LINE (1YP) (3034) DOU 2% SLOPE TO TANK - SWEEPtNG FIT FERNCO COUPLING OR -- APPROVED EQUAL FERNCO COUPLING W APPROVED EGUI jI 3 k 1 TOP OF STEP TANK INLET BAFFLE DEP. OF PUBLIC WORKS _ YPiCAI_ CONNECTION Ro .. DW4. No i� 41C WORKS nlacc70R -DATA TES CGn DATE BJY JEG TP 4/20O7 SCALE: NTS CATCN NA$M FNANCANn VANFll 6HPTE OR LNHIg1E N W G ANO COV[a 1uT346 TOF SEF rattF MORTAN LIP_) f= `, srEasoN 11 LAWFA I r _ 1 1 }F REINFORCINP STEEL jrypJ j H... V clwoEl PACKFILI 1. °ali A' 1 `Tr•��'��'g}y{/ PIPE ZWffi BEDDING n tM SEPARATE BASE INTEGRALIMSE MBw7 %MONP) tu"->T ON.n TYPE 2 CATCH BASIN NTS , _ RECESSED HANDLE TYPE 1 I COVER INLAND FOUNDRY #248 -3' 3' % 4" 5 3/4 VALVE BOX WITH 1 CLASS 3000 0 8 3/4' 'WATER" CAST IN LID CONCRETE PA O ( OR OfCO 910 "T -_ - _ • SECTION FINISHED GRADE OUTSIDE PAVED AREA `''' WIRE Ig -10" OR td" TRACER SEAL WITH AR4000W u I 6" SDR 21 PVC PIPE CONFORMING TO ASTM ACP .. n: o 3034. RISER PIPE TO BE 1.0, CSTC -, i PLUMB AND CENTERED xI OVER VALVE STEM. � Z > U C BALLAST I VALVE STEM RISER PE 0.5' CONCRETE GL 3000 ! I RE WHEN MAX. ~�I 36 S EXCEEDED (LENGTH VARIES) INSIDE PAVED ROADWAY - �.. .. , , , :�A� ALL VALVES MUST HAVE 14 GUAGE INSULATED COPPER TRACER WIRE TIED Off AT VALVE BODY, - -- GATE VALVE SHOWN - SIMILA EXTENDED OUTSIDE PVC RISER PIPE 7'14EN INSTALLATION REQUIRED PON EXTENDED ONE FOOT TOP OF VALVE BOX. BUTTERFLY VALVES. VALVE STEM EXTENSION LEGEND U VALVE OPERATING NUT OR 1 7 /8" X 1 7/8" % Y' HIGH GRADE STEEL WELDED 10 RISER SHAFT, CITY OF °FLM, WASHINGTON C9 3/15" Thk X 5 1/5" CIA STEEL DEPT, OF PUBLIC WORKS GUIDE PLATE WELDED TO RISER SHAFT. STAN, DARD STEEL XTUBING TO SQUARE O ERATINGRAL VALVE BOX NUT, LENGTH AS REQUIRED. - - - -- - aPPROV� DWG_ N0. NOTE. _i•�" ALL WELDS TO SHAFT SHALL BE 1/4" PUBLIC WORKS DIRE GTDe SATE 6-T FILLET WELD ALL AROUND. GES. Dwrv. 1GaD. (DATE Fs .Re TP 4/2007 STANDARD VALVE BOX n L SCALE: NTS IV NOTES i. No sagas are rotund wham heights 4 or Was 2. Th, Notion of the PrarxM CB" mail may ba aMped to fusiltate claiming. 3. The relclalgular trams alb grate may De linalallml WIN the flange uP er down. TOP Follows maY ba castnto tlN adjuomlam eaamv 4. KNOn%P la shall have a wall thksorw s °12' m Imum In 25' nasimom. Provide a 1.5 M Imum gaP between iM krlockwA wall and the outside of V1e pipe. Altar iha ppm'a small Ml ale gap with join( mortar in accordance Goth finam"m SPaeNNatlon CATCH BASIN DIMENSION CATCH WN. MIN, MAIDMUM BA81N WALL BASE KNOCKOUT DIAMETER THICKNESS THICKNESS SIZE 4B'_. 4 IF 38'_.. 51' 4.5' _._B" 42 . . fiE 5' B' 1' 7Z 8" B" 80' B4' W _. 17 7Z -- 116• a 12- AN' 120' 1 12' 96' 144• 12' it 10B• _ MINIMUM DISTANCE I EfVYEEN KNOCKOUTS 8. B' 12. 12' 1r 12- 12, PIPE ALLOWANCES CATCH PIPE MATERIAL WIT, YAXIYUM INBWE DIAMETER BASIN CONCRETE ALL CPBSP BOIJD PROFILE DIAMETER METAL WA4L WALL il _ C1: P Pin: '�i 51 _. 30 36' 30" - - %• 38-. RE 36 36 4Z ' 42' 42' .. 72' 4Z S4• 42 98' 98" 84" 64' ESE _. 54 _..Cg' 48" _ 1. BE 72' BD 48 49• CATCH BASIN TYPE 2 120' fib• Si BD' 4B' °B' STANDARD PLAN 8. 10.20-01 144' 78• 96' ESE 4B' 4E sNEFTI of IKIHET Conagalad Poyanyiens Storm Sewar Pipe t8Mn0.N ownsistion &03.20/ APpaovFn f-0a PUBLCATON z)(SMnda,d SpacMCatlpn e41e.i3(BN ___ BaADticA III 02 -07 -f1 :a; (SbuW,d BpacBkatlon FOe.12(2)) __. 4 . --- SCALE: NTS ® 1 O O �Q UN d Q 1-0 P, �w V Nz M U m d :)ct 17201411: 19 AM I1 Z I..I..I _O I =U U Y x U Q U W 0 2 O a o E) n z O wcD paD LE Er, 0 n Q w 0 J N� 0�W� Y CL_ U) u5 >- REVISIONS ]4TE 10.17.14 FGVAAL 12138 'r11 ILE SHEET 1!TLE CIVIL DETAILS BCRA T COPYll IT 2➢13 )CRA, INC, NA. RIGHTS RESERVED heET C1.02 PERMIT SET f MINIMUM DISTANCE I EfVYEEN KNOCKOUTS 8. B' 12. 12' 1r 12- 12, PIPE ALLOWANCES CATCH PIPE MATERIAL WIT, YAXIYUM INBWE DIAMETER BASIN CONCRETE ALL CPBSP BOIJD PROFILE DIAMETER METAL WA4L WALL il _ C1: P Pin: '�i 51 _. 30 36' 30" - - %• 38-. RE 36 36 4Z ' 42' 42' .. 72' 4Z S4• 42 98' 98" 84" 64' ESE _. 54 _..Cg' 48" _ 1. BE 72' BD 48 49• CATCH BASIN TYPE 2 120' fib• Si BD' 4B' °B' STANDARD PLAN 8. 10.20-01 144' 78• 96' ESE 4B' 4E sNEFTI of IKIHET Conagalad Poyanyiens Storm Sewar Pipe t8Mn0.N ownsistion &03.20/ APpaovFn f-0a PUBLCATON z)(SMnda,d SpacMCatlpn e41e.i3(BN ___ BaADticA III 02 -07 -f1 :a; (SbuW,d BpacBkatlon FOe.12(2)) __. 4 . --- SCALE: NTS ® 1 O O �Q UN d Q 1-0 P, �w V Nz M U m d :)ct 17201411: 19 AM I1 Z I..I..I _O I =U U Y x U Q U W 0 2 O a o E) n z O wcD paD LE Er, 0 n Q w 0 J N� 0�W� Y CL_ U) u5 >- REVISIONS ]4TE 10.17.14 FGVAAL 12138 'r11 ILE SHEET 1!TLE CIVIL DETAILS BCRA T COPYll IT 2➢13 )CRA, INC, NA. RIGHTS RESERVED heET C1.02 PERMIT SET f 1. BE 72' BD 48 49• CATCH BASIN TYPE 2 120' fib• Si BD' 4B' °B' STANDARD PLAN 8. 10.20-01 144' 78• 96' ESE 4B' 4E sNEFTI of IKIHET Conagalad Poyanyiens Storm Sewar Pipe t8Mn0.N ownsistion &03.20/ APpaovFn f-0a PUBLCATON z)(SMnda,d SpacMCatlpn e41e.i3(BN ___ BaADticA III 02 -07 -f1 :a; (SbuW,d BpacBkatlon FOe.12(2)) __. 4 . --- SCALE: NTS ® 1 O O �Q UN d Q 1-0 P, �w V Nz M U m d :)ct 17201411: 19 AM I1 Z I..I..I _O I =U U Y x U Q U W 0 2 O a o E) n z O wcD paD LE Er, 0 n Q w 0 J N� 0�W� Y CL_ U) u5 >- REVISIONS ]4TE 10.17.14 FGVAAL 12138 'r11 ILE SHEET 1!TLE CIVIL DETAILS BCRA T COPYll IT 2➢13 )CRA, INC, NA. RIGHTS RESERVED heET C1.02 PERMIT SET f REVISIONS ]4TE 10.17.14 FGVAAL 12138 'r11 ILE SHEET 1!TLE CIVIL DETAILS BCRA T COPYll IT 2➢13 )CRA, INC, NA. RIGHTS RESERVED heET C1.02 PERMIT SET f RESTORATCN SURIACL SCALE: NTS SEE RESTOT A ION TABLE A00'I[ -- SEE RE'TORATEON TABLE 0 FINISH GRACE- APPROVED 1�. -T ER-3.0 LID - 1730 DI READER LID BOX - SEE 1730 X 12 BASE OR APPROVED EQUAL 1 1/2" SJRFnGE ; �f COMMENTS/ L ICNNE55 -- jj 13312 lly: BACKFLL`EE wf, RESTORATION TABLE a MAINTAIN SDE SC_rCl BACRFILL SLOPE AS STEEP _�w S ¢ AS POSSIBLE CCNPaCI i0 95r. - -SEWE E R LIN a �� % PIPE BEDDING FOR l fjPA FLEXIBLE PIPE 6 -11 S' MIN. GRADE B A 18"-24" PIPE OA I ACPA \EMFNI PA41M1C OAR l" CRLISHCI. SELCCr paCNFIIL GpyfpRN TO ALL E %15iiN OKR GRAVEL Ba6E F PE COMPACT TO SSA C` J 10,100 10" REST 1 R SLOPES SHALL MATCH_ 6,200 3,100 Star ACC M0.LU1 tnFIM1G SLLECI BACltrgl MATCH EXISTING nuI6X �C^AC�iR (DH.KWP / IL XAL %J, C ➢NCRET. TNICftNFSS 'SAI'ALT C FSE I IFSIURE AND GHADt. 3YUkG tEV/ '.AN ZINGS 22,700 FINISH GRADE SNALI BC IPNA /IP DAAP[ " CK4 ♦ MI•i rIPF A M1Pllyt tlACNf gMCUTI 4 C:xS195lANi ' . SOL 1041PL.' ID 8 A EXIS�IG GRADE 1 6' Class 52 ductile - M1A ¶IL pA EI -Naitl MWND BACNfk.. LI6IMPROKD SIFAGC 'U /n 15.700 i W4YE EY $rVJ] _. ._ :OIAPACI 'U BSA i cRAOE 6 sMaa r. 6" gate valve, FL X MJ - -- See note below Varies ----- - - -�.I 4 "x8 "x16" concrete block 11 / I Hydrant shoe Backfill to top of drain ring housing bolts with 2" washed rock as shown plastic barrier between '-6' x 6' sheet of I1 mil. plastic or con- thrust block and tee struction fabric, covering 2" washed rock Concrete thrust block Notes 1. Hydrants shall be located In Cast -in -place against accordance with Section 6.060. fitting only In addition, o minimum three foot d working area shall radius unobstructa o g v' around all hydrants. be provided u d r CITY OF YELM, WASHINGTON 2. Hydrants shall be Dresser M & H DEPT. OF PUBLIC WORKS Reliant style 929, Clow Medallion or - -- -- American AVK Series 2780 or Mueller Centurion FIRE HYDRANT 3. Gate valves shall be resilient wedge NRS with 0 -ring seats. Valve ends shall CSBC - ORUSHEO SURFACE BASE COJFSE be Mechanical joint by ANSI flanges. C, C - CRU1,AI s 1RrA.;r TOP C0I CITY OF YELM Valves shall conform to AWWA 509 -80. DEPT, OF PiSJC WORKS SWIG. IJO. TYPICAL PIPE TRENCH Clow RJW or Woiarou5 Series 500. APPf' OWG. NO, 4. Fire Hydrant lock payment is required DES. Dwla. J DATE PUBLIC WOR4S DIRECTOR DATE `� r T 5. W'N. CKL. DATE TP �iY JEG _F -. 4J20D7 '.J I�)Pi TABLE SCALE: NTS �/� SIZE A B APPROVED 1�. -T ER-3.0 LID - 1730 DI READER LID BOX - SEE 1730 X 12 BASE OR APPROVED EQUAL 1 1/2" SJRFnGE I OACxr. COMMENTS/ 15" ICNNE55 -- jj 13312 lly: ,N 'TfY -N kECN6 S L11FEfl REGIIREMENTS CRtSFEp ♦ CY(ILXFa SIR�A.. SC_rCl BACRFILL RR511 GN<DC SHPLL BE y.pFACE an COURSE CCNPaCI i0 95r. SMOaTH A CDN61STPN1 & 5" Stcrz adapter valve stem detail- fjPA K1TX Ex1snlBc 6 -11 S' MIN. GRADE B A 18"-24" RNISN fl0A0'WAY TO I ACPA \EMFNI PA41M1C OAR l" CRLISHCI. SELCCr paCNFIIL GpyfpRN TO ALL E %15iiN OKR GRAVEL Ba6E SURFACE "CC CWPS COMPACT TO SSA GRADES AND GURp9 10,100 10" 22,300 SLOPES SHALL MATCH_ 6,200 3,100 Star ACC M0.LU1 tnFIM1G SLLECI BACltrgl MATCH EXISTING nuI6X �C^AC�iR (DH.KWP / IL XAL %J, C ➢NCRET. TNICftNFSS 'SAI'ALT C FSE I IFSIURE AND GHADt. 3YUkG tEV/ '.AN ZINGS 22,700 FINISH GRADE SNALI BC IPNA /IP DAAP[ " CK4 ♦ MI•i rIPF A M1Pllyt tlACNf gMCUTI 4 C:xS195lANi ' . SOL 1041PL.' ID 8 A EXIS�IG GRADE 1 6' Class 52 ductile - M1A ¶IL pA EI -Naitl MWND BACNfk.. LI6IMPROKD SIFAGC 'U /n 15.700 i W4YE EY $rVJ] _. ._ :OIAPACI 'U BSA i cRAOE 6 sMaa r. TYPICAL PIPE TRENCH (SEWER) n 1' SCALE: NTS X73 : - :- PLASTIC 2 OR CONCRETE- BOX (1) 7 r // MN. FLOW � � (\2 GRAVEL BASE MATERIAL LIST: 12' -HICK 1. SERVICE LINE 2. 90• BEND 3. UNION 4. NIPPLE 5. SHUT -OFF VALVE 6. CHECK VALVE (O.S.H.S. APPROVED) 7. RELIEF VALVE 8. TESTS COCKS 9. DRAIN TO DAYLIGHT 10.PLUGS IN TEST COCKS GENERAL NOTES: A. THOROUGHLY FLUSH LINES PRIOR TO INSTALLATION. B. DIAMETER OF PIPE AND FITTINGS = ? C. REFER TO DEVELOPMENT GUIDELINES SECTION 6.11 SET 0 FOR NRTHFR INFORMATION. - D. DO NOT INSTALL IN AREA SUBJECT i0 FLOODING. _. i7 ILAN 3 �2 PROFILE � nle TO BUILDING OR IRRIGATION SYSTEM CITY OF YELM, WASHINGION-- DEPT. OF PUBLIC WORKS REDUCED PRESSURE BACKFLOW ASSEMBLY FOR 2" OR SMALLER `QVE DWG. NO 6 17 iLIC WORKS DIRCC IOR DATE DAN. CKD. DATE Kk JEC TP 4/2007 REDUCED PRESSURE BACKFLOW ASSEMBLY SCALE: NTS LIVE TAP 2' TYP� 5 TAPPING VA� w FL x', MU STAINLESS STEEL TAPPING SLEEVE VAILVE AND SLEEVE SHALL BE 5UIPPORTED AND OACKFILLEO AS SNOW" BELOW- RIGHT. 1/3 DIAMETER OF PIPE CONTaou ED DENS Tr eACKC1EL/ POURED WIDTH OF TRENCH 5OL-0 BRICK NOTE_;S; 7. I1 MIL PLASI IC OR CORSI RUCTION FAt IC SHALL BE WRAPPED AROUND PIPIE AND FITTINGS BEFORE THRUST BLC)CK AND 9ACKFILL ARE POURED. 2. MJ CUT IN TEES SHALL NOT BE PERMITTED. 3. SURPORT VALVE AND SLEEVE CONTINUOUSLY THROUGH INSTALLATION, GROUND- ♦ GATE VALVE FL % MJ TEE ,0.'• CONCRETE THRUST :,I I Y UE YLLM, WASHINGTON DEPT. OF PUBLIC WORKS__ L;UNNcCTION 10 XISTINGG MAIN APPRCV pAD NO ��= PUBLIC WORKS DIRECTOR DA IF ULS. CAN. CKO. ATE -- ES i LEG TP 1 4/9007 rc j wl r 3 I METER BOX 1 1/2 " -2' POLYETHYLENE UNE- -BALL VALVE 1/2"-2 L-- A 1 " MALE ADAPTER 2" RESILIENT BALL VALVE - - - (CURB STOP) f WEDGE GATE VALVE CHECK VALVE- SERVICE SADDLE 30" ROMAC 2025 OR _ 2% SLOPE TO BOX y 40" TO CENTER OF BOX _ CURB �.n CHECK VAL 14 GAUGE - -'p o e a / / BALL V INSULATED, c v ^A- COPPER TONING WARE_. _� v METER WRAPPED 1 1/2' - 811 -666 II REST AROUND THE 2" - 871 -77J�\ GENERALS 1 1/2 - C56 - 66L i NOTES NOT. 2" - 006 770 \ , _ r FORD PACK JOINT 7) CORPORATI TYPE- B 164 w 2 - PLASTIC LINE YL H 2PI PSI PHILLIPS DRISCO PIPE SIDO POLYETHYLENE PIPE) I FORD BALL VALVE - -- WITH PACK JOINT k FEMALE I.P. THREADS SERVICE SADDLE 1, 9M ESS STEEL INSERTS REQUIRED FOR ALL PA(;K JOINTS. 2. ALL SERVICE SADDLES SHALL HAVE RUBBER GASKET AND I.P. THREADS. 3. CITY STANDARD FOR COPPER SETTERS ARE: 1 1/2" - FORD VDH 76 -15013 OR EQUAL 2" - FORD VBH 77 -15817 OR EQUAL 4. ALL 1 1/2" AND 2" SADDLES WILL BE 2 2'. TAPS WITH BRA55 2" NIPPLE AND 2" RESILENT WEDGE GATE VALVE AND 910 HOUSING AND SDR -21 PVC PIPE HOUSING 2" MFTFR CFR \ /I(:F -BY -PASS VALVE W /LOCKABLE CAP I IDLE MALE NIPPLE CITY OF YELM, WASHINGTON DEFT. OF PUBLIC WORKS_._ 1 1/2" TO 2" METER SERVICE ,- P-�PR -OVEVE' I DWG. N0. 'UBUG WORKS DIRECTOR BATE 6 -J -.._ .5. DWN. CKD DATE ES G P 4/2007 SCALE: NTS TOP 11VIEW I 1 N' r -� J SIDE VIEW TEE r 1/ I TEE WITH PLUG \ p :rrG 45' - 90' VERTICAL BEND] i TOP 1 YIE W WYE s SIDE VIEW SIDE VIEW it - PY4 CROSS_ GATE_ VALVE HORIZ BEND r IL CROSS ) WtTH CROSS WITH ( PLUG OR CAP _. - : _ ONf5: STANDARD 1. CONCRETE THRUST BLOCKING TO BE POURED AGAINST UNDISTURBED EARTH. BLOCKING DETAIL 2. PLASTIC BARRIER SHALL BE PLACED Bf ._- TWEEN ALL THRUST BLOCKS & FITTINGS. APP!2U Dwc mQ. 3. ANCHOR REBAR SHALL BE 5/8" MINIMUM -i }t 6-13 DIAMETER. PUBLIC WORKS DIRECTOR -DATE DES. Om- n _. �). CATS - ___ E5 oEC I UP 4/2007 THRUST BLOCKING C- Top SCALE: NTS m SIZE A B APPROVED 1�. -T ER-3.0 LID - 1730 DI READER LID BOX - SEE 1730 X 12 BASE OR APPROVED EQUAL 1 1/2" - t3 1 /4" 15" and Hydrant Lock 17 104" 15" rc j wl r 3 I METER BOX 1 1/2 " -2' POLYETHYLENE UNE- -BALL VALVE 1/2"-2 L-- A 1 " MALE ADAPTER 2" RESILIENT BALL VALVE - - - (CURB STOP) f WEDGE GATE VALVE CHECK VALVE- SERVICE SADDLE 30" ROMAC 2025 OR _ 2% SLOPE TO BOX y 40" TO CENTER OF BOX _ CURB �.n CHECK VAL 14 GAUGE - -'p o e a / / BALL V INSULATED, c v ^A- COPPER TONING WARE_. _� v METER WRAPPED 1 1/2' - 811 -666 II REST AROUND THE 2" - 871 -77J�\ GENERALS 1 1/2 - C56 - 66L i NOTES NOT. 2" - 006 770 \ , _ r FORD PACK JOINT 7) CORPORATI TYPE- B 164 w 2 - PLASTIC LINE YL H 2PI PSI PHILLIPS DRISCO PIPE SIDO POLYETHYLENE PIPE) I FORD BALL VALVE - -- WITH PACK JOINT k FEMALE I.P. THREADS SERVICE SADDLE 1, 9M ESS STEEL INSERTS REQUIRED FOR ALL PA(;K JOINTS. 2. ALL SERVICE SADDLES SHALL HAVE RUBBER GASKET AND I.P. THREADS. 3. CITY STANDARD FOR COPPER SETTERS ARE: 1 1/2" - FORD VDH 76 -15013 OR EQUAL 2" - FORD VBH 77 -15817 OR EQUAL 4. ALL 1 1/2" AND 2" SADDLES WILL BE 2 2'. TAPS WITH BRA55 2" NIPPLE AND 2" RESILENT WEDGE GATE VALVE AND 910 HOUSING AND SDR -21 PVC PIPE HOUSING 2" MFTFR CFR \ /I(:F -BY -PASS VALVE W /LOCKABLE CAP I IDLE MALE NIPPLE CITY OF YELM, WASHINGTON DEFT. OF PUBLIC WORKS_._ 1 1/2" TO 2" METER SERVICE ,- P-�PR -OVEVE' I DWG. N0. 'UBUG WORKS DIRECTOR BATE 6 -J -.._ .5. DWN. CKD DATE ES G P 4/2007 SCALE: NTS TOP 11VIEW I 1 N' r -� J SIDE VIEW TEE r 1/ I TEE WITH PLUG \ p :rrG 45' - 90' VERTICAL BEND] i TOP 1 YIE W WYE s SIDE VIEW SIDE VIEW it - PY4 CROSS_ GATE_ VALVE HORIZ BEND r IL CROSS ) WtTH CROSS WITH ( PLUG OR CAP _. - : _ ONf5: STANDARD 1. CONCRETE THRUST BLOCKING TO BE POURED AGAINST UNDISTURBED EARTH. BLOCKING DETAIL 2. PLASTIC BARRIER SHALL BE PLACED Bf ._- TWEEN ALL THRUST BLOCKS & FITTINGS. APP!2U Dwc mQ. 3. ANCHOR REBAR SHALL BE 5/8" MINIMUM -i }t 6-13 DIAMETER. PUBLIC WORKS DIRECTOR -DATE DES. Om- n _. �). CATS - ___ E5 oEC I UP 4/2007 THRUST BLOCKING C- Top view operating nut m I� - -L'm its of payment - - «iH -".I`o Paint Hydrant - Weather shield ` Sun Yellow High and Hydrant Lock 45' OENO Grade Enamel --- Bonnet -- jj 13312 _ --with Connection with threads HYDRANT OFFSET �... ._41/2 "Steamer connection OR TEE 4" -' with NST threads See valve box and & 5" Stcrz adapter valve stem detail- fjPA Style 5 -37 w /SC cap 6 -11 14•, 18"-24" 2,300 a 8„ V _ 7,700 Ground 1 1 \ I 10,100 To Suit trench +- - Standpipe 6" Flanges Lire depth PIPE 90' BEND 45' OENO 3' Minimum --- d' -1/4' BEND 1 hydrant tee 1 Each Pippe Joint 6" �� OR TEE 4" 3.600 2.000 7,000 500 2.600 6" #1106 EBAA Iron, Inc. Megalug 4,400 2,300 1 1,200 8„ 14,300 7,700 4,000 2,000 10,100 10" 22,300 12,100 6,200 3,100 15,800 12" 32,0001. 17,400 8,900 4,500 22,700 14" 43,600 23,600 12,100 ' 30,800 6' Class 52 ductile iron 30.800 15.700 7,900 pipe cut to length 6" gate valve, FL X MJ - -- See note below Varies ----- - - -�.I 4 "x8 "x16" concrete block 11 / I Hydrant shoe Backfill to top of drain ring housing bolts with 2" washed rock as shown plastic barrier between '-6' x 6' sheet of I1 mil. plastic or con- thrust block and tee struction fabric, covering 2" washed rock Concrete thrust block Notes 1. Hydrants shall be located In Cast -in -place against accordance with Section 6.060. fitting only In addition, o minimum three foot d working area shall radius unobstructa o g v' around all hydrants. be provided u d r CITY OF YELM, WASHINGTON 2. Hydrants shall be Dresser M & H DEPT. OF PUBLIC WORKS Reliant style 929, Clow Medallion or - -- -- American AVK Series 2780 or Mueller Centurion FIRE HYDRANT 3. Gate valves shall be resilient wedge NRS with 0 -ring seats. Valve ends shall be Mechanical joint by ANSI flanges. - - -- - I Valves shall conform to AWWA 509 -80. -APP SWIG. IJO. Valves shall be Mueller M &H, Kennedy, =`+ �_ 6 Clow RJW or Woiarou5 Series 500. PUBIC WORKS DIRECTOR DATE -7 4. Fire Hydrant lock payment is required DES. Dwla. CKD. DATE city will order and Install. r T LS JEG TP 4J2UUi FIRE HYDRANT SCALE: NTS THRUST LOADS JST AT FITTINGS IN POUNDS AT 200 POUNDS PER AR IN THRL U OS SQUARE CH OF WATER PRESSURE NOTES: 1. BLOCKING SHALL BE CEMENT CONCRETE CLASS 3000 POURED IN PLACE AGAINST UNDISTURBED EARTH. FITTING SHALL BE ISOLATED FROM CONCRETE THRUST BLOCK WITH PLASTIC OR SIMILAR MATERIAL, 2. TO DETERMINE THE BEARING AREA OF THE THRUST BLOCK IN SQUARE FEET (S.F.): EXAMPLE : 12" - 90' BEND IN SAND AND GRAVEL 32,000 LOS d- 3000 LB /S.F. = 10.7 S.F. OF AREA 3. AREAS MUST BE ADJUSTED FOR OTHER PIPE SIZE, PRESSURES AND SOIL CONDITIONS. 4. BLOCKING SHALL BE ADEQUATE TO WITHSTAND FULL TEST PRESSURE AS WELL AS TO CONTINUOUSLY WITHSTAND OPERATING PRESSURE UNDER ALL CONDITIONS OF SERVICE, SAFE SOIL BEARING LOADS FOR OVER HORIZONTAL THRUSTS WHEN THE DEPTH OF COYER OVER 111E 91P€ EXCEEDS 2 P(Ei POUNDS PER SOIL SQUARE FOOT CITY OF YELM, WASHINGTON -- DEPT. OF PUBLIC WORKS MUCK, PEAT 0 - SOFT CLAY 11000 THRUST LOADS ' SAND '2,000 SAND & GRAVEL 31000 - - -- - - - - -- - A PR DWG. NO. SAND &GRAVEL 4,000 CEMENTED WITH CLAY PL/B IC WORKS DIRECTOR p,IE 1 6-14 HARD SHALL 10,000 DI DAN. ICKD.. IpA {E E_ JEC T' : 4/2007 SCALE: NTS 3 r SERVICE R(iX - CARSON INDUSTRIES MODEL N'J- In100 WITH BOLTED HINGED COVER DR EQUAL I JIVER MARKING TO READ 'SEWER' I (V`iC IN NON-TRAFFIC AREAS) I i r FA`ti it {S(fLA.$E APP R itRJt:G WIRE Sall ( :I _.TF Rt.NG WIRE SPLICES $HA;.L -} t6 A T x,n.y 11.141 HE J FCTEn BY USING D. B.Y MANJFACTUREQ BY 3A1 u EP -AVE - -- $TEE MAIN CAN ICI r �� I" SCPEf tIIL � \� SE�n t I•+I. -� PvC "WO 1 - I 1 HI W4,L /A E S_ . " (v - 5W AG CHICK / � ` /ACNE 5L SL ! / 1 -iFCK vA_vE -1 �� 1 .BI DALE VALVE. L x c J 1" P.0 NIF i'LC SL al I' r MAIN Op fir. REIY r N TEE PIPE 90' BEND 45' OENO 22 -1JY' BEND''11 -1/4' BEND DEAD END OIIAMETEFR OR TEE 4" 3.600 2.000 7,000 500 2.600 6" 8.003 4,400 2,300 1 1,200 5,700 14,300 7,700 4,000 2,000 10,100 10" 22,300 12,100 6,200 3,100 15,800 12" 32,0001. 17,400 8,900 4,500 22,700 14" 43,600 23,600 12,100 6,100 30,800 16'. 57,000 30.800 15.700 7,900 40,300 NOTES: 1. BLOCKING SHALL BE CEMENT CONCRETE CLASS 3000 POURED IN PLACE AGAINST UNDISTURBED EARTH. FITTING SHALL BE ISOLATED FROM CONCRETE THRUST BLOCK WITH PLASTIC OR SIMILAR MATERIAL, 2. TO DETERMINE THE BEARING AREA OF THE THRUST BLOCK IN SQUARE FEET (S.F.): EXAMPLE : 12" - 90' BEND IN SAND AND GRAVEL 32,000 LOS d- 3000 LB /S.F. = 10.7 S.F. OF AREA 3. AREAS MUST BE ADJUSTED FOR OTHER PIPE SIZE, PRESSURES AND SOIL CONDITIONS. 4. BLOCKING SHALL BE ADEQUATE TO WITHSTAND FULL TEST PRESSURE AS WELL AS TO CONTINUOUSLY WITHSTAND OPERATING PRESSURE UNDER ALL CONDITIONS OF SERVICE, SAFE SOIL BEARING LOADS FOR OVER HORIZONTAL THRUSTS WHEN THE DEPTH OF COYER OVER 111E 91P€ EXCEEDS 2 P(Ei POUNDS PER SOIL SQUARE FOOT CITY OF YELM, WASHINGTON -- DEPT. OF PUBLIC WORKS MUCK, PEAT 0 - SOFT CLAY 11000 THRUST LOADS ' SAND '2,000 SAND & GRAVEL 31000 - - -- - - - - -- - A PR DWG. NO. SAND &GRAVEL 4,000 CEMENTED WITH CLAY PL/B IC WORKS DIRECTOR p,IE 1 6-14 HARD SHALL 10,000 DI DAN. ICKD.. IpA {E E_ JEC T' : 4/2007 SCALE: NTS 3 r SERVICE R(iX - CARSON INDUSTRIES MODEL N'J- In100 WITH BOLTED HINGED COVER DR EQUAL I JIVER MARKING TO READ 'SEWER' I (V`iC IN NON-TRAFFIC AREAS) I i r FA`ti it {S(fLA.$E APP R itRJt:G WIRE Sall ( :I _.TF Rt.NG WIRE SPLICES $HA;.L -} t6 A T x,n.y 11.141 HE J FCTEn BY USING D. B.Y MANJFACTUREQ BY 3A1 u EP -AVE - -- $TEE MAIN CAN ICI r �� I" SCPEf tIIL � \� SE�n t I•+I. -� PvC "WO 1 - I 1 HI W4,L /A E S_ . " (v - 5W AG CHICK / � ` /ACNE 5L SL ! / 1 -iFCK vA_vE -1 �� 1 .BI DALE VALVE. L x c J 1" P.0 NIF i'LC SL al I' r MAIN Op fir. REIY r N TEE 41 7 9l. A - ON- OIES: call yr w c un AL. _LrWCE utiE CARSDN aQXES SMALL 9E OFF %T. OF PUBLIC WORKS I0 +ILO 4 IR)M EDGE Cr CIIRH i0 CEN E+ TYPICAL � I 7C ( LSON BOY IN PLAm p ON TtN >tA LT LITII 1 I t: .Y 120AUWAY. (� _ //''�� .,..N., CPRx>N FOES SNALI. dF ✓�!tATEO .5 JERVICE LIJNi��_l,, I I01`C ---------- ' •Ll tin. 110 t .0 ZI K 4.. 1_ G N - I t ( _ B 2 L_ A C_� .. I IR" ,. ,r C v, ., g - wC,F'Kg DIREOT:R CAtE I ': - L DWN CND ➢F11 J+ Jam, TF 4J2..1')? TYPICAL 1" SERIVCE CONNECTION /� SCALE: NTS T Know what's ow. Cell before you dip. 1:.I. VU o m3 w o� �o m� F a is �w M� �w MLL m° Fo Ca Z Z H =U U S U Q U w J O � j �O U � Z O W OT m � W � F � v DID Q Q O 1N..1..1 D_ GO JG117 ?01411 :20A L)111 LL N Y IN I:EVISIDSs DATE 10.17.14 BCHp Np 12138 wpoas sNEer rrLE CIVIL DETAILS 9 BCRA iLpPYRI61n R09 BCRA, IMO. ALL RIGHTS RESERVED sH_Lr C1 .03 PERMIT SET r T r 7 OR PIPE SACTM 7E - SCALE: NTS T Know what's ow. Cell before you dip. 1:.I. VU o m3 w o� �o m� F a is �w M� �w MLL m° Fo Ca Z Z H =U U S U Q U w J O � j �O U � Z O W OT m � W � F � v DID Q Q O 1N..1..1 D_ GO JG117 ?01411 :20A L)111 LL N Y IN I:EVISIDSs DATE 10.17.14 BCHp Np 12138 wpoas sNEer rrLE CIVIL DETAILS 9 BCRA iLpPYRI61n R09 BCRA, IMO. ALL RIGHTS RESERVED sH_Lr C1 .03 PERMIT SET RIGHTS RESERVED sH_Lr C1 .03 PERMIT SET sH_Lr C1 .03 PERMIT SET EVERGREEN PRECAST, INC. P.O. Box 58 Summa', WA 98390 Phone: (253) 8636510 f FAX: (253) 863 °2901 r '� STEP TANK 354.76 FINISHED 30 "0 PIS ALARM SIGH LEVEL LAG ON /OFF (4.5" DRAWDOWN ON TO OFF) - -6 LEAD ON /OFF 2 6" (A5" URAWDOWN ON TO OFF) LOW LEVEL ALARM 6 REDUNDANT OFF 000 I- 6' MIN. BEDDING DEPT. OF PUBLIC WORKS FLOAT SETTING VAULT DIMENSIONS FOR A DUPLEX PUMP VAULT APPR /! OWC. N0. PUBLIC WORKS DIRECTOR DATE 7 -14 DES, I DWN. KD. A JY JEG TP 4/2007 STEP TANK PUMP SYSTEM ALL STEP TANKS' SHIA— 6E H -20 I_OA: HAIL) TANKS1 THIS POLICY SHALL -AKE EFFECT ON MAY 31, 2007 J FINISHED GRADE -WATER IIGHI LID 21'm IMIV PVC RISER V WITH WATER TIOIrt Z /� -PUMP VAULT RISER 14 CAUSE TONING 14 GALJGE TONING I .m WIRF TO SERVICE WIRE TO SS 00_TA ! II BOX ON ALL TANKS LARGER THAN 1500 GALLONS THE _EN GTH OF THE DOWN TURNED INLET PIPE WILL BE DETERMINED BY THE YELM SEWER DEPT. NOTE°; _: 3000 GAL 4500 GAL 1. DEL -ElE BAFFLE FOR A 3000 GALLON TANK UTILI7FD _ DWG. NO 72" AS A TRIPLEX PUMP VAUI T. 4 5" 55' V 1. l 400 GAL V -1 DIMIENSIONS SHOWN. 7 1 2 PART USE OKCNO 1 7400 GA-1 3. TIE- TRIPLEX PUMP VAULT REQUIRES TWO VAULTS 1b00, 000, 4f�500 GALLON AN6 TWO COMPLETE RISERS. ONE VAULT CONTAINS TANK TO RISER TANK /PUMP TANK FLOIATS AND ONE PUMP. THE SECOND VAULT REMOVAL #VAIVf SHALL BE NTH 12" BELOW ADAPTER FOR C014TAINS TWO PUMPS. LID INS -ALL TANKS AS PER DETAIL OR ALL CONNECTIONS SHALL BE MADE WITR 4. 45E30 GALLON TANKS OR LARGER ST ALL HAVE THF'gEE CONCRETE TANKS DWG . NO. � 21. OR; 24" PVC- 1.. I I RISER WAIL C WORKS PUBLIC DIRECTOR DATE DIRECTOR 14 AOF 10' FROM TOP DF RISER TOLD 4 "010RFICE I PUMP ASSEMBLY, SEE CKD. DATE TONING 1, JY -, 0 DWG. N0. 7 -9 4/2007 -TONING WIRE - INSTALL a I. I I POWER SUU11a _ _._ - O CGVDLI'T TC WALL I STANDARD I _ �- V-2 I -2 -PART EPDXY, USE 1 F W o Tt iTF^ ID LIQUID ou1D y -- RAFFLE I TYPICAL If VFI 35" � J TANKS FOCTNG /5TEM - ON (NOTE 1) m 5" FF APPROVED DWG. N0. m 35" Y PVC FLOAI - - - -- REDUNDANT ASSEMBLY AS SC- OFF By CITY OF YELM _ 2 1 4 ° W 1 }VOLUME DES. 12" 2 /3 VOLUME -- z ORIFICE PERIMETER OF VAULT __1� Y 6" MIN BEDDING ON ALL TANKS LARGER THAN 1500 GALLONS THE _EN GTH OF THE DOWN TURNED INLET PIPE WILL BE DETERMINED BY THE YELM SEWER DEPT. NOTE°; 1500 CAL 3000 GAL 4500 GAL 1. DEL -ElE BAFFLE FOR A 3000 GALLON TANK UTILI7FD [-FIBERGLASS LID DWG. NO 72" AS A TRIPLEX PUMP VAUI T. 4 5" 55' V 1. l 400 GAL bU0 GAL DIMIENSIONS SHOWN. V 2......I 1100 GAT 1 7400 GA-1 3. TIE- TRIPLEX PUMP VAULT REQUIRES TWO VAULTS ON ALL TANKS LARGER THAN 1500 GALLONS THE _EN GTH OF THE DOWN TURNED INLET PIPE WILL BE DETERMINED BY THE YELM SEWER DEPT. NOTE°; USE 1" UNION TO CONNECT TESTING WRE SIZE BACKFILL AS 1. DEL -ElE BAFFLE FOR A 3000 GALLON TANK UTILI7FD [-FIBERGLASS LID DWG. NO ENGINEER. AS A TRIPLEX PUMP VAUI T. 7 -6 CITY OF YELM AND NE GREENE GASKFI 2. THE OWNER WILL REVIEW CLERANCLS IN EXCESS CF DEPT, OF PUBLIC WORKS DIMIENSIONS SHOWN. RA ALL NON .fiAFM HEARN4 TANKS I" DIA PVC HOSE AND F o w 3. TIE- TRIPLEX PUMP VAULT REQUIRES TWO VAULTS 1b00, 000, 4f�500 GALLON AN6 TWO COMPLETE RISERS. ONE VAULT CONTAINS STEP TANK /PUMP TANK FLOIATS AND ONE PUMP. THE SECOND VAULT REMOVAL #VAIVf SHALL BE NTH 12" BELOW RIGID PIPE SHALL BE SAND C014TAINS TWO PUMPS. LID INS -ALL TANKS AS PER DETAIL OR ALL CONNECTIONS SHALL BE MADE WITR 4. 45E30 GALLON TANKS OR LARGER ST ALL HAVE THF'gEE APPROVE PROVE , DWG . NO. RISERS AND LIDS. 21. OR; 24" PVC- 1.. 30" DIA RIBBED PVC RISER WAIL C WORKS PUBLIC DIRECTOR DATE DIRECTOR 14 AOF 10' FROM TOP DF RISER TOLD DES. OWN. CKD. DATE TONING 1, JY DEG TP 4/2007 \_SJBMERSIBLE EFFLUENT ORENCO TURBINE 10 GPM A 10 0611 DSI PUMP NTH THE MATERrAL FOR DUPLEX. TRIPLEX, AND CLASS 1 DIVISION I S.O. POWER CABLE AND INSTALLATIONS WILL VARY THE CONTRACTOR SHALL MEET THE T /8' BY -PASS ORIFICE INTENT OF THE INSTALLATION REUVIREMEN IS SHOWN IN THE IN THE DISCHARGE HEAD TYPICAL STEP INSTALLATION. ALL SE1' TANKS SHALL BE H -20 LOAD RATED TANKS. THIS POLICY SHALL TAKE EFFECT ON MAY 31, 2007. CITY OF YELM DEPT. OF PUBLIC WORKS TYPICAL SIMPLEX STEP TANK INSTAI I ATION APPROVED_ DWG. N0. PUBLIC WORKS DIRECTOR DAZE DES. JAN. CKD. GATE JY JEG TP 4/2007 SCALE: NTS Tr. USE 1" UNION TO CONNECT TESTING WRE SIZE BACKFILL AS APAR\ US FOR PRESSURE TESTING 5ERVIQ [-FIBERGLASS LID DWG. NO ENGINEER. WITH STAINLESS STFFI. 7 -6 3 AND NE GREENE GASKFI �7. 16' MIN RISER FIGHT TYP CAL WITH DLS. WN. RA ALL NON .fiAFM HEARN4 TANKS I" DIA PVC HOSE AND F o w JY ASSEMBLY s LEAVE SUFFCICNi ORIENT ORIENT BALL VALVE WIRE TO ALLOW FOR WIRE AS SHOWN. BALL VALVE ACCIL 1 FOK TYPES REMOVAL #VAIVf SHALL BE NTH 12" BELOW RIGID PIPE SHALL BE SAND ELECTRICAL SPLICE BOX MT,I CORD GRIPS LID INS -ALL TANKS AS PER DETAIL OR ALL CONNECTIONS SHALL BE MADE WITR MANUFACTURER'S RECOMMENDATION -3/4° PVC, CONDUIT HEAT SHRINK BUTT CONNECTORS 21. OR; 24" PVC- CITY OF YELM 30" DIA RIBBED PVC RISER WAIL SLOPE GROUND AWAY FROM RISER RISER WITH NEOPRENE GROMMETS 14 AOF 10' FROM TOP DF RISER TOLD GONEUI ..1 INSULATED OF ELECTRICAL CONDUIT \�.. 7-17 TONING 1, _ U :5W= IN6TgLL N 3/4" EY CONDUIT SEAL„ -TONING WIRE - INSTALL RISER m � s _ FIFG -RIGAI CONDUIT TO- IN RISER POWER SUU11a _ _._ - O CGVDLI'T TC WALL kFFLUENI DISCHARGE , STANDARD I _ �- INLET ITI I -2 -PART EPDXY, USE 1 F W ORENCO RISER TANK Tt iTF^ ID LIQUID ou1D y ADAPTOR FOR CONCRETE TYPICAL If VFI 35" � J TANKS FOCTNG /5TEM - ON U,` m 5" FF APPROVED DWG. N0. m 35" Y PVC FLOAI - - - -- REDUNDANT ASSEMBLY AS SC- OFF By CITY OF YELM _ n TO STEP TACK 4 ° W - 1 -1/4• DIA. INLET DES. 12" HOLES AROUND z ORIFICE PERIMETER OF VAULT s 4• DIA. PVC FLOW I INDUCER PVC BIOTUBE \_SJBMERSIBLE EFFLUENT ORENCO TURBINE 10 GPM A 10 0611 DSI PUMP NTH THE MATERrAL FOR DUPLEX. TRIPLEX, AND CLASS 1 DIVISION I S.O. POWER CABLE AND INSTALLATIONS WILL VARY THE CONTRACTOR SHALL MEET THE T /8' BY -PASS ORIFICE INTENT OF THE INSTALLATION REUVIREMEN IS SHOWN IN THE IN THE DISCHARGE HEAD TYPICAL STEP INSTALLATION. ALL SE1' TANKS SHALL BE H -20 LOAD RATED TANKS. THIS POLICY SHALL TAKE EFFECT ON MAY 31, 2007. CITY OF YELM DEPT. OF PUBLIC WORKS TYPICAL SIMPLEX STEP TANK INSTAI I ATION APPROVED_ DWG. N0. PUBLIC WORKS DIRECTOR DAZE DES. JAN. CKD. GATE JY JEG TP 4/2007 SCALE: NTS Tr. NATIVE OR SELECT WRE SIZE BACKFILL AS YAMJM T STANCE DIRECTED BY DWG. NO ENGINEER. #10 AW ,DOPER 7 -6 3 ;j MIN. �7. 350 FEET DLS. WN. z CKD. F o w JY J s Z 165 4/2007 h.A &' ACCIL 1 FOK TYPES BEDDING MATERIAL FOR PUMP CONTROL -PANEL RIGID PIPE SHALL BE SAND NOTE: OF %[ BENT OF ;I Nt" INS -ALL TANKS AS PER DETAIL OR 14 GAUGE COPPER PVC RISER, MANUFACTURER'S RECOMMENDATION -3/4° PVC, CONDUIT WHICHEVER IS MORE STRINGENT. TONING WIRE. 2' -0" I 1 ORENCO SYSTEMS, CITY OF YELM _D DEPT. OF PUBLIC WORKS y--- }f CONCRETE TANK IY 7 BEDDING GONEUI ..1 APPROVED DWG. N0. TAINLE`;S -TEEI. TWO \�.. 7-17 A PUBLIC WORKS DIRECTOR DATE U :5W= DS. DWN. CKD. GATE o JY JEG TP 4/2007 SCALE: NITS TABLE —OP FEEDER VJPOE RUN WRE SIZE PANEL YAMJM T STANCE p12 AWG CAPPER DWG. NO 0 FEET - #10 AW ,DOPER 7 -6 L L FEET pB A ING n,P -ER DA'E 350 FEET :SEE SPECIFICATIONS fora ADORDHCA_ INIORMATIONT FECAL - SSE LGFICATIONS F�,OIY�IICTM AI AFM _ —BOLD 18PT. 1 HT _.- LETTER:NC "n E CAI 84'1 y I PADLOCK WITH COMMON KEY CEV 7ER=.0 OC FDRN1`EHED BY LITE CITY CENTER' PANEL OF YELM ALARM LICHT AND �IIJ NCE BU M ON 2 FFC:.M POWE4 ! 1 `EP TANK - SIMPLEX SGURCE 7 S EP TANK - DUPLEX d \.._ 1.2..r. 17-R12 T U ,EP TANK - TRIPLEX 1101 PANEL SIZE MAY VARY CEPENDN'G ON MANUFACURER PUMP CONTROL PANEL �YPICA'_ PUMP CONTROL PANEL APF� ROVED-._ DWG. NO `i"" �D 7 -6 BOLTS AND NEOPRENE P:JBJC WORKS DIRECTOR DA'E DLS. WN. i� GARAGE CKD. DATE JY JEG WAL TP 4/2007 TYPICAL STEP TANK RISER SCALE: MS 2 FIBERGLASS LID WITH STAINLESS STEEL 1 BOLTS AND NEOPRENE GASKET TN' r.RGL PACE- i� GARAGE CON TR TCIUR TO S' MIN (TYP.) i "31/4" ALL LIDS 'HALL WAL 2' MIN FINISH GRADE TYR, I SLOPE 7 O P NATIVE GRADE ACCIL 1 FOK TYPES f' PUMP CONTROL -PANEL OF %[ BENT OF ;I Nt" NA IVE 14 GAUGE COPPER PVC RISER, r= -3/4° PVC, CONDUIT GRADE TONING WIRE. 2' -0" I 1 ORENCO SYSTEMS, _ LV _D TAIL INTO RISER INC., OR EQUAL y--- }f IY 7 ORENCO TANK TO GONEUI ..1 I TAINLE`;S -TEEI. TWO RISER ADAPTOR A U :5W= (FOR USE WITH NON- TRAFFIC BEARING TANKS) o RD I-LLLL11'I tHE FROM NOTE:, v, REWIRED TO SECURE FIBER AND LID SHALL BE 30" ON ALL SIMPLEX PUMP VAULT INSTALLATIONS. O CGVDLI'T TC WALL RISER AND LID SHALL BE 30° ON ALL DUPLEX AND TRIPLEX PUMP VAULT INSTALLATIONS. �- F %1571NG GROUND CITY OF YELM II 1 F W DEPT. OF PUBLIC WORKS Tt iTF^ _ L O TYPICAL 111 i FOCTNG /5TEM RISER U,` m APPROVED DWG. N0. WAD- 7 -18 PUBDC WORKS DIRECTOR DATE TO STEP TACK DES. 12" JY AEG TP 4/2007 TYPICAL STEP TANK RISER SCALE: MS 2 `' 0CATCN OTHER THAV GARAGE WALL CT 1--NOTE =OST WILL HE c(. 'SDERED Oil A CASE H° SASE BASIS. YPI'_AL PUMP CONTROL PANEL INSTALLATION ON EXISTING HOUSE A'PR J- DWG. N0. PU-JC WORKS DIRECTOR DA IF DES. ' OWN. CKD DATE JY LEG TP 1 4/2007 SCALE: NITS KNOW wnRr :below. Cell before you dig. ® 00 z� �Q rn 3 oQ Q � g O 0 Q �M MU v m� �a mLL a Fo DGL 17 2014 11:20 AKI V _ 1 0 TN' r.RGL PACE- i� GARAGE CON TR TCIUR TO `GARAGE 'HALL WAL ACC ET 10 Z ACCIL 1 FOK TYPES f' PUMP CONTROL -PANEL OF %[ BENT OF ;I Nt" �� L_0 r r= -3/4° PVC, CONDUIT (CONINAIDR TO FORM 30 H CONDUITS 1 _ LV _D AS .HOAI. FOR RON y--- }f IY 7 X3 /4 GONEUI ..1 I TAINLE`;S -TEEI. TWO Q A U :5W= HOLE TRAPS AS o RD I-LLLL11'I tHE FROM LU TRICAL v, REWIRED TO SECURE UNDFft NCJSEP..h � O CGVDLI'T TC WALL dM1UUI I �{ �- F %1571NG GROUND II 1 F W U O Tt iTF^ _ L O 111 i FOCTNG /5TEM GO U,` m WAD- TANF TO STEP TACK 12" `' 0CATCN OTHER THAV GARAGE WALL CT 1--NOTE =OST WILL HE c(. 'SDERED Oil A CASE H° SASE BASIS. YPI'_AL PUMP CONTROL PANEL INSTALLATION ON EXISTING HOUSE A'PR J- DWG. N0. PU-JC WORKS DIRECTOR DA IF DES. ' OWN. CKD DATE JY LEG TP 1 4/2007 SCALE: NITS KNOW wnRr :below. Cell before you dig. ® 00 z� �Q rn 3 oQ Q � g O 0 Q �M MU v m� �a mLL a Fo DGL 17 2014 11:20 AKI REVISIONS DATE 10.1794 KIR,No 12138 CADEHIRE sH_ETTIT.f CIVIL DETAILS BCRA IN VCOPYRIGHT 2013 ACRA I ALL RIGHTS RESERVED SHEER 01.04 PERMIT SET V Z 0 Z L_0 r =U U IY 7 = U Q U :5W= O v, U � O z0wN m � � F as F W U O U H > O 111 i CL GO {.� m REVISIONS DATE 10.1794 KIR,No 12138 CADEHIRE sH_ETTIT.f CIVIL DETAILS BCRA IN VCOPYRIGHT 2013 ACRA I ALL RIGHTS RESERVED SHEER 01.04 PERMIT SET C i SS RELIGIOUS EDUCATION BUILDING 0 0 m 3 z s a a U N Z s s ro M N E E d m 0 0 0 0 0 0 NEW CONCRETE SIDEWALKS, SEE CIVIL NEW 4'1' BLACK VINYL COATED CHAINLINK FENCE. PROVIDE GATES AS SHOWN, TYP. o I i EXISTING BUILDING WA _i X SCALE: V = 10' -0" feet NORTH PLANT SCHEDULE TREES od �a o •o n BOTANICAL NAME ACER GRISEUM CERCIS CANADENSIS FRAXINUS LATIFOLIA 0 PINUS MONTICOLA COMMON NAME PAPERBARK MAPLE EASTERN REDBUD OREGON ASH WESTERN WHITE PINE CONT CAL SIZE V B&B 2 "CAL B&B 2 "CAL 6' -8' HT B&B 2 "CAL B&B 8' -10' HT SHRUBS BOTANICAL NAME COMMON NAME CONT ® EUONYMUS ALATUS'COMPACTUS' COMPACT BURNING BUSH 3 GAL ' HYDRANGEA MACROPH'YLLA LARGELEAF HYDRANGEA 5GAL 0 SYMPHORICARPOS ALBUS COMMON WHITE SNOWBERRY 3 GAL (D SYRINGA PATULA'MISS KIM' MISS KIM LILAC 5 GAL QVIBURNUM DAVIDII DAVID VIBURNUM 2 GAL SH /RUB AREAS BOTANICAL NAME COMMON NAME CONT GAULTHERIA SHALLON 'SNOQUALMIE PASS' DWARF SALAL 1GAL i HEMEROCALLIS X'HAPP'Y RETURNS' HAPPY RETURNS DAYLILY 1 GAL LAVANDULA ANGUSTIFOLIA'HIDCOTE' HIDCOTE LAVENDER 1 GAL GROUND COVERS BOTANICAL NAME COMMON NAME CONT FRAGARIA CHILOENSIS BEACH STRAWBERRY 1 GAL NOTE: 1. ALL AREAS DISTURBED BY CONSTRUCTION TO BE HYDROSEEDED. 2. ALL PLANTING AREAS TO RECIEVE 2" MEDIUM SHREDDED BARK MULCH, NATURAL COLOR. QTY J 2 1 1 Y I 18 5 7 12 32 SPACING QTY 36" o.c. 73 24" o.c. 113 30" o.c. 15 SPACING QTY 18" o.c. 163 SEAL ® o U Z. () O W m Oa U W Q m �w �N V LL� of �a e E a STATE OF WASHINGTON REGISTERED CAPEARCHIT CT r ALAN R. MCWAIN LICENSE NO. 1036 EXPIRES ON 416/2016 CADD FILE SHEET TITLE + LANDSCAPE PLAN BCM SHEET v �- L1.01 PERMIT V Z r) J_ W co 00 1 =U Q 2 U 0 U J O w Q V/ O U0LU w w rn V LU O W IY a U) N LL a u) CADD FILE SHEET TITLE + LANDSCAPE PLAN BCM SHEET v �- L1.01 PERMIT NOMINAL 2 "x4" CONTINUOUS AROUND TREE TRUNK _ TREETRUNK FENCE TO DRIP LINE L TREE DRIP LINE PLAN �1 TREE PROTECTION 1' -0" ORANGE CONSTRUCTION FENCE METAL'T' POST 8' O.C., DRIVE (MIN 24 ") FIRMLY NTOSUBGRADE ILASTIC STRAPPING PULLED TIGHT f0 SECURE AND MINIMIZE BOWING VOMINAL 2"X 4" CONTINUIOUS AROUND TREE TRUNK 329343.90 -03 PLANT SO THAT TOP OF ROOTBALL IS LEVEL W/ FINISH GRADE. PLACE FERTILIZER PRIOR TO MULCH APPLICATION. FEATHER MULCH TO BASE OF SHRUB BRANCHES. FORM W/ T CONT. RIM. MULCH WATER AND TAMP POCKETS TO REMOVE AIR. FILL PLANT PIT WITH 2/3 OF NATURAL SOIL (EXCAVATED MATERIAL) WITH 1/3 OF ORGANIC MATTER. REMOVE ALL CONTAINER MATERIAL. PLACE OVER UNDISTURBED SOIL. UNDISTURBED SOIL. SHRUB PLANTING - CONTAINER 1"= V -0" m U 0 3 Z 5 d W ¢d U ul Z O J E E 0 E 0 a 0 329333.13 -01 if �o FO O K O EQ. O DISTANCE (X) AS SPECIFIED IN THE PLANT SCHEDULE, PLANT SPACING 329300 -03 NOTE: 1. DO NOT CUT LEADER. PRUNE ALL DAMAGED OR DEADWOOD AFTER PLANTING, STAKING AND MULCHING. 2. KEEP CROWN SHAPE TYPICAL OF SPECIES. 3. REMOVE ALL PLANTING LABELS AFTER FINAL ACCEPTANCE BY LANDSCAPE ARCHITECT. ATTACH GUY WIRE TO 2" ,¢ CANVAS STRAP OR APPROVED EQUIV. THROUGH GROMMETS. PLAN (2) 12 GAUGE GALV. GUY WIRES W /i/2" DIA. X 18" P.V.C. PIPE ON :EACHWIRE. m e 5 .�— 2 X BALL DIA. 21 DECIDUOUS TREE PLANTIN 1" (3) 2 "X2" STAKE, DRIVE (MIN 24 ") FIRMLY INTO SUBGRADE PRIOR TO BACKFILLING. 'PLANT SO THAT TOP OF ROOT BALL IS 2" ABOVE FINISHED GRADE. TAPER MULCH DOWN TO TOP OF ROOT BALL, KEEP MULCH FROM CONTACTING TRUNK OF TREE. PLACE FERTILIZER PRIOR TO MULCH APPLICATION. FEATHER MULCH TO TREE TRUNK. MULCH, SEE SPECS. CUT AND REMOVE ALL TWINE WRAPPING AND BURLAP WATER AND TAMP POCKETS TO REMOVE AIR, FULLY REMOVE WIRE BASKET FROM ROOTBALL. UNDISTURBED SOIL. TAMPED SOIL SUPPORT. EXISTING SOIL. 329343.43 -99 4 PLANT SO THAT TOP OF CONTAINER ROOTBALL IS LEVEL W/ FINISHED GRADE. PLACE FERTILIZER PRIOR TO MULCH APPLICATION. FEATHER MULCH TO STEM. FORM SAUCER W/ 3" CONTINUOUS RIM, PLANT SO THAT TOP OF ROOT BALL IS LEVEL W/ THE FINISHED GRADE. MULCH WATER 8 TAMP POCKETS TO REMOVE AIR SCARIFY TO 5' DEPTH. GROUND COVER PLANTING i' = T-9' 329333.93 -11 / NOTE: 1. DO NOT CUT LEADER. PRUNE ALL DAMAGED OR DEADWOOD AFTER PLANTING, STAKING 1 �. AND NO. CROWN 2. KEEP CROWN SHAPE TYPICAL OF SPECIES. N 3. REMOVE ALL PLANTING LABELS AFTER FINAL ACCEPTANCE BY LANDSCAPE ARCHITECT. -12 GAUGE GALV. (DOUBLE STRAND WISTED) GUY WIRES AT T-O" ABOVE GRADE. VITH 1/2 "DIA. WHITE PVC PIPE 36" LENGTH ON ACH WIRE. ITACH GUY WIRE TO 2" CANVAS STRAP OR IPPROVED EQUIV. THROUGH GROMMETS. 'LANT TREE 3" ABOVE NURSERY GRADE. SET 'RUNK PLUMB. APPLY MULCH WITH A 3' DIA. MULCH RING fYP.) KEEP MULCH FROM CONTACTING 'RUNK OF TREE. JSTALL A 2 " -3" HT. WATER RING AT TIME OF LANTING. IETAL STAKES, 3 PER TREE ALIGNED IQUALLY AROUND TREE. BURY ANCHOR 1" INDERGROUND. USE'DUCKBILUEARTH INCHOR OR APPROVED EQUAL. 4ULCH ;UT AND REMOVE ALL TWINE WRAPPING AND IURLAP FROM TOP HALF OF BALL. ULLY REMOVE ALL TWINE/WIRE BASKET ROM ROOTBALL. ILL PLANT PIT WITH 2/3 OF NATURAL SOIL _XCAVATED MATERIAL) WITH 1/3 OF IRGANIC MATTER. NDISTURBED SOIL. %1 EVERGREEN 'TREE PLANTING 1 "= 1' -0" 329343.43 -96 ® o e V z 0 o w 'm P � 3 r a SEu STATE OF WASHINGTON REGISTERED ALAN R. Mc WAIN LICENSE NO. 1036 EXPIRES ON 4/6/2016 I �k Z Nw o ° w to � C ! N n LLN V n a I � 3 r a SEu STATE OF WASHINGTON REGISTERED ALAN R. Mc WAIN LICENSE NO. 1036 EXPIRES ON 4/6/2016 REVISIONS SHEETTIRE S DETAILS BCRA 711 .4N. $MEET L2.01 PERMIT Z MJ W Z 0 =U U Q U w O H `^ vJ 1 -- ,. bI a U = OI 1n Orn r co m X in U WoJco� U), 0 K L) w � REVISIONS SHEETTIRE S DETAILS BCRA 711 .4N. $MEET L2.01 PERMIT