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HomeMy WebLinkAboutS-298703CRETE- _W NOTES ET WELD, TOP 1. PRECAST WET WELL COVER AND SET IN PLACE. SHIM LEVEL. PLACE FORDS AGAINST COVER AND EXTEND ON TWO ENDS AS SHOWN TO FORM STEPS. 2. PLACE CONCRETE FROM ONE END AND VIBRATE TO PREVENT VOIDS. IT FN, 1. WHERE POSSIBLE, MAINTAIN NATURAL VEGETATION FOR SILT CONTROL 2. TEMPORARY SILTATION TO BE CONSTRUCTED BY PLACING FILTER FABRIC FENCES ACROSS SWALES UTILIZING FILTER SYSTEM PRIOR TO DISCHARGE 3. ALL TEMPORARY SILTATION SHALL BE MAINTAINED IN A SATISFACTORY CONDITION UNTIL SUCH TIME THAT CLEARING AND /OR CONSTRUCTION I COMPLETED AND SURFACE RESTORATION HAS BEEN COMPLETED 4. RETURN SILTATION CONTROL AREAS TO ORIGINAL GROUND CONDITIONS, UNLESS SPECIFICALLY DIRECTED OTHERWISE BY THE TOWN ELECTRIC 1. SEE DWG NO. E02 DIAGRAM FOR IDENTIFICATION OF RACEWAY AND CONDUCTORS. MECHANICA FIELD VERIFY LOCATION ALIGNMENT AN VAT1 w 1 E D ELE ON OF EXISTING 8 CAST IRON FORCEMAIN. PROVIDE DUCTILE IRON PIPING, FITTINGS, REDUCERS AND RESTRAINT SYSTEM TO CONNECT PIPING TO PROPOSED VAULT. PROVIDE SKETCH TO ENGINEER FOR REVIEW AND APPROVAL. i � THIM&.EBERRY / �rtuRUS vaRVmrsr�ict EXISTING INFLOW PIPE. 2 ADDL #5 EW AT HATCH EDGES 24 X 5'0" PROPOSED WET ` TYP 4 : _ WELL TOP CONCRETE STEP • TYP 2 SWORD FERN (POLYSTICHUM MUNITUM) KEEP PEDESTRIAN ACCESS OPEN AT ALL TIMES. J SALAL (GAULTERIA SHALLON) 5 TON IGNEOUS OULDER OSKATOON SERVICEBERR , _ (AMELANCHIER ALNIFOLIA \. .. r . COASTAL STRAWB r V. ■... ■. FRAGARIA CHI LOI�= � CONTROL BOX. 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Y ■ Y a Y r r■- r w ■ \ .. • • a • • e . « • • e •� � „ ^ w' a w w R w r■ r w.■ w a SEE DWG DWG N0. M01 OR DETAILS • ■r.!.■.w.■.t....wwrrwr lrR ■rrrarwr■rrr..rN-w.. .r .■ .■.■ .w .N . r R r■ • • • • • • • ._� -. r.. rrr Rw ■wrrYr.- r■ ■ry }wr •�• • • • • . • ,,,t •�vl% ■r ■■rrr.ww ■war ■re.rrr ■wr.rrNw■Yr ■r r. -.-w- "R wrrr-------------- , f / ■rrwrwrarr w A • r ` \••••..•v•r•..•AU.L .I L.KI A SHAI ..v�.a.r ... . ,..... • . • THIMBLEBERRY ••ER w••••••••••L••••i :•, (RUBUS PARVIFLORUS) / • • • • • • ME • •� • • . « • • . 0 • • • • N• * i . N N• N Y w Y r L • • • 1 • • .� . • 0 • • • • . • e • • • • -. 112- MIP INSERT ADAPTORS & ....r.r rrw � LATEERAL DRIP LINES. ....... .. r , r A . « * « S� .....'...... �, .. • e •` � `��` ■rNYYr Y- ■ -! � f � I I ■ R a N■ Y Y Y■ r R /�� rwr}- .w.r... ”' • • • • r .,• • • • • ,10 e e • • • r • \� '`��x,,. SALAL .. r Y v .. w- R■ N r a- 'f � wwr +r..Y. -N■rY /� 1 _ 1 � � . 6 • �;(�: (GAULTERIA SHALLON) / • • • • • • • • - " ' y � 4 • Y wrr r r • N : Y f`]{ , ,� 1 SCH. 40 PVC IRRIGATION •�=� =• ••••••••••••+: 201 Y r Y■ } w■ f ■■ Y t. N r. a w R! Y a Y Y HEADER AROUND PERIMETER 1" ` ■.! w w * FIPT 'C CON 2J 4, " Y r rYr Y.Y w . .w a- .• .Y . Y .Y Y r r r Y r N a r . w . w. r ■ ■r N •r lY Y .Y } . r .. . . - - - .r w■ . w r . .rw . r . •a . r .. .Y . -r . r .Y rr .w r ar r w w .rw rNa y r r -e. ■ r w.s- rR .N -. . R a rr R .wr ■ ■SLIP x 112 r.......... CENTERS,,,, r r ....f r r . -. N M f, ff Y rr r .., ■ ■ w r w ■ .. YN N R . -r . ■ A"• �' 1 , / N w N■ r. r r r r }. r -. 1. r F N R r L Y r r. . r . w- r M Y. Y. ■.- .Y. ,• YN: 191,437.97 a 24 EXISTING ELECTRICAL SHELTER .......... E: 1,300,575.33 ON CONCRETE PAD. SEE DWG` Y Y • Y r. r r . -. w. N N N a .-' f !..■ .....NNINYMNN- N0. E02 & M02 FOR /// , r. N■ M M R Y M Y N r y. r t. � $ Y • Y r w1- 1.. n:Yb- Imo'^ / + Y • f rar . ! N . N ! a . r■:. .. .Y r..■ . .Y ! .a . .Y .„ . .r .r .! :r!. a ■ + MODIFICATIONS. ..., • w , . r ; w . w .rrrr - w r- . N M , Y w N . Y N ■ . . • • .......... ................. • - - ,,.. X X X X R X X X R X X X M_ X Y jr RED OSIER , �� N. 191' 428.71 No 191 429 93 4'0" x 4'0" ALUMINUM ACCESS HATCH ■ ■ �Lj��`Il��ll�► =� III 9P-40 WET WELL TOP RETAINING WALL PLAN ? 9' -4" 1' —a• TYP. _T 20w 13 012 2" CLR TYP TAPER 1:10 SLOPE 1' -0" 8" 1/2 is /5 A 12- EW TYP PROPOSED WET WELL J F COVER 2 X15 CONT w MASTIC SEAL (TYP) GRAVEL TOP ROUTE DRAIN " i•� r • r r• r r r r NATIVE' MATERIAL AS REQUIRED • r THICK COMPACT r • SPECIFICATIONS. WET WELL COVER RETAINING ' PROFILE EXISTING POWER VAULT N 1/2" = 1' NEWLY GRADED OR DISTURBED SIDE SLOPE FILTER FABRIC 6" MATERIAL STAPLES OR 2" x 4" ✓`� WIRE RINGS T DOUGLAS FIR T EXPIRES 3 1 SIGNS& 10112A4 EXPIRES 7 S S/CKBR 10142/b4 Y 0 • \N T E: 1,300,576.55 (CORNUS STOLONIFERA) E: 1,300,585.80 " -T—" 6" THICK OF " GRAVEL 8 I I N RH2 ENGINEERING. INC. COMPACTED TO 95% STANDARD. R � P OPOSED CONCRETE STEPS r SWORD FERN lb c� (POLYSTICHUM MUNITUM) PROPOSED WET WELL COVER. o SEE DETAILS THIS SHEET. 10" BVC LODGEPOLE PINE T PROPOSED SITE PLAN STAKES: 2" DAL DOWELED WITH A CHAMFERED TOP, 6" CONICAL CO 1" = 5' POINT PRESSURE TREATED. PLASTIC CHAIN LOCK TREE TIE. V l J 24" DIA. TREE WELL. FILL WITH 2" BARK MULCH. L TREE WELLS 2X ROOTBALL. MULCH WITH 3" DEPTH 859 COMPACTED COARSE BARK OR 1" WASHED "LARGE NUGGET" MULCH ACROSS ENTIRE BED. DRAIN ROCK, REMOVE ALL BURLAP FROM ROOTBALL UNLESS FRAGILE ROOT SYSTEM 2 Mlti REMOVE ALL WIRE OR OTHER STRAPPING FROM ROOTBALL LOOSENED NATIVE SOIL, REMOVE ALL DEBRIS OVER f 2" IN DIA., SEE SPEC. ENSURE PLANTING PIT HAS GOOD DRAINAGE. 2xWxr113Al,1_ C1I.'1MI:rH.x WATER AND FIRMLY COMPACT BEFORE PLANTING DECIDUOUS TREE PLANTING DETAIL NOT TO SCALE 4 r LANDSCAPING NOTES 1. CONTRACTOR TO PROVIDE DESIGN/ BUILD IRRIGATION SYSTEM TO NEW PLANTINGS. 2. AMEND ALL LANDSCAPE AREAS WITH 3" COMPOST, TILL INTO NATIVE 3. ROLL OUT WEED CONTROL GEOTEXTILE FABRIC OVER THE ENTIRE PROPERTY, STAPLE 024" O.C. 4. INSTALL ALL PLANTINGS PER PLAN BY SLICING INTO FABRIC W/ SHARP KNIFE, WATER THOROUGHLY 5, COVER ENTIRE LANDSCAPE AREAS WITH 3" DEPTH 1" WASHED DRAIN ROCK 6. INSTALL 2 TONS OF WASHED 2 -8" DIAMETER RIVER ROCK THROUGHOUT ENTIRE LANDSCAPE AREAS. PLACE ON TOP OF DRAIN ROCK TO CREATE DRY RIVER BED APPEARANCE. Z LEGEND PROPOSED PLANTINGS O EXISTING PLANTINGS TO REMAIN H CEDAR TREE Q H 2 GAL. THIMBLEBERRY J Z m MAPLE TREE ' OQ 1'" CALIPER, 8 FT. TALL TALL SA,SKATOON SERVICEBERRY HEDGE F� X Z Z ui 1 -2 GAL. SALAL -Lu C a m Z LL 0 LU 0 ' (FRAGARIA CHILOENSIS) 2 GAL. RED OSIER U� CORNUS STOLONIFERA J R O O N E: 1,300,576.55 (CORNUS STOLONIFERA) E: 1,300,585.80 " -T—" 6" THICK OF " GRAVEL 8 I I N RH2 ENGINEERING. INC. COMPACTED TO 95% STANDARD. R � P OPOSED CONCRETE STEPS r SWORD FERN lb c� (POLYSTICHUM MUNITUM) PROPOSED WET WELL COVER. o SEE DETAILS THIS SHEET. 10" BVC LODGEPOLE PINE T PROPOSED SITE PLAN STAKES: 2" DAL DOWELED WITH A CHAMFERED TOP, 6" CONICAL CO 1" = 5' POINT PRESSURE TREATED. PLASTIC CHAIN LOCK TREE TIE. V l J 24" DIA. TREE WELL. FILL WITH 2" BARK MULCH. L TREE WELLS 2X ROOTBALL. MULCH WITH 3" DEPTH 859 COMPACTED COARSE BARK OR 1" WASHED "LARGE NUGGET" MULCH ACROSS ENTIRE BED. DRAIN ROCK, REMOVE ALL BURLAP FROM ROOTBALL UNLESS FRAGILE ROOT SYSTEM 2 Mlti REMOVE ALL WIRE OR OTHER STRAPPING FROM ROOTBALL LOOSENED NATIVE SOIL, REMOVE ALL DEBRIS OVER f 2" IN DIA., SEE SPEC. ENSURE PLANTING PIT HAS GOOD DRAINAGE. 2xWxr113Al,1_ C1I.'1MI:rH.x WATER AND FIRMLY COMPACT BEFORE PLANTING DECIDUOUS TREE PLANTING DETAIL NOT TO SCALE 4 r LANDSCAPING NOTES 1. CONTRACTOR TO PROVIDE DESIGN/ BUILD IRRIGATION SYSTEM TO NEW PLANTINGS. 2. AMEND ALL LANDSCAPE AREAS WITH 3" COMPOST, TILL INTO NATIVE 3. ROLL OUT WEED CONTROL GEOTEXTILE FABRIC OVER THE ENTIRE PROPERTY, STAPLE 024" O.C. 4. INSTALL ALL PLANTINGS PER PLAN BY SLICING INTO FABRIC W/ SHARP KNIFE, WATER THOROUGHLY 5, COVER ENTIRE LANDSCAPE AREAS WITH 3" DEPTH 1" WASHED DRAIN ROCK 6. INSTALL 2 TONS OF WASHED 2 -8" DIAMETER RIVER ROCK THROUGHOUT ENTIRE LANDSCAPE AREAS. PLACE ON TOP OF DRAIN ROCK TO CREATE DRY RIVER BED APPEARANCE. ROLL 2 0,� IRRIGATION BASIN 1' WASHED DRAIN ROCK. COMPACT SOIL UNDER PLANT TO AVOID SETTLING fR15� REVISED TO CONFORM TO CONSTRUCTION RECORDS MARK MILLER. P.E. 1/24/06 R142 ENGINEERING YNC. DATE CROSS SECTION BELLINGHAM OFFICE STAPLES OR WIRE RINGS FOR SECURING x 2" x 2" x B GA. W BOTHELL OFFICE FABRIC TO 2" x 4" WELDED WIRE FABRIC (TYPICAL) -- OR EQUAL " FILTER FABRIC EAST WENATCHEE OFFICE MATERIAL MULCH IRRIGATION BASIN WITH 3" PORT ORCHARD OFFICE DEPTH 85% COMPACTED COARSE BARK OR "LARGE NUGGET" MULCH. r,. REMOVE CONTAINER AND �i ,. ,�- SCALE: SHOWN BUTTERFLY BOTTOM OF PLANT N 0 1" 2 NATIVE SOIL LOOSENED, SEE 2" x 4" DOUGLAS FIR BOTTOM OF FILTER DRAWING IS NOT TO SCALE SPEC. O 4' O.C. N0. 1 GRADE FABRIC MATERIAL IN IF BAR IS NOT 2" LONG OR EQUAL ELEVATION B" x On DITCH PLOT: 20 MC NO 3 x R( x) MAI.I. n111M FA+1 SILT F ENC B ENGKER CMR CO2 E SHRUB PLANTING DETAIL -- o � MLM N TS WE .IAN 31, 2006 11T I NOT TO SCALE REVISED TO CONFORM TO CONSTRUCTION RECORDS DJB MM 1/24/06 .ANT REN 3 1 DRY VAULT SHIFT AFM MLM )2/15/2001 Nli No 102 -036 8 N0. REVISION BY I REVIEW DATE i idvw FLSH -D02 � O _r 'Y °z 0 o � k�J 0 W H z 4 UNDSCAPING LEGEND PROPOSED PLANTINGS EXISTING PLANTINGS TO REMAIN 2 GAL. SWORD FERN (POLYSTICHUM MUNIUM) CEDAR TREE 2 GAL. THIMBLEBERRY (RUBUS PARVIFLORUS) MAPLE TREE ' r 1'" CALIPER, 8 FT. TALL TALL SA,SKATOON SERVICEBERRY HEDGE (AMELANCHIER ALNIFOLIA) 1 -2 GAL. SALAL Ii (GAULTHERIA SHALLON) COASTAL STRAWBERRY ' (FRAGARIA CHILOENSIS) 2 GAL. RED OSIER CORNUS STOLONIFERA ROLL 2 0,� IRRIGATION BASIN 1' WASHED DRAIN ROCK. COMPACT SOIL UNDER PLANT TO AVOID SETTLING fR15� REVISED TO CONFORM TO CONSTRUCTION RECORDS MARK MILLER. P.E. 1/24/06 R142 ENGINEERING YNC. DATE CROSS SECTION BELLINGHAM OFFICE STAPLES OR WIRE RINGS FOR SECURING x 2" x 2" x B GA. W BOTHELL OFFICE FABRIC TO 2" x 4" WELDED WIRE FABRIC (TYPICAL) -- OR EQUAL " FILTER FABRIC EAST WENATCHEE OFFICE MATERIAL MULCH IRRIGATION BASIN WITH 3" PORT ORCHARD OFFICE DEPTH 85% COMPACTED COARSE BARK OR "LARGE NUGGET" MULCH. r,. REMOVE CONTAINER AND �i ,. ,�- SCALE: SHOWN BUTTERFLY BOTTOM OF PLANT N 0 1" 2 NATIVE SOIL LOOSENED, SEE 2" x 4" DOUGLAS FIR BOTTOM OF FILTER DRAWING IS NOT TO SCALE SPEC. O 4' O.C. N0. 1 GRADE FABRIC MATERIAL IN IF BAR IS NOT 2" LONG OR EQUAL ELEVATION B" x On DITCH PLOT: 20 MC NO 3 x R( x) MAI.I. n111M FA+1 SILT F ENC B ENGKER CMR CO2 E SHRUB PLANTING DETAIL -- o � MLM N TS WE .IAN 31, 2006 11T I NOT TO SCALE REVISED TO CONFORM TO CONSTRUCTION RECORDS DJB MM 1/24/06 .ANT REN 3 1 DRY VAULT SHIFT AFM MLM )2/15/2001 Nli No 102 -036 8 N0. REVISION BY I REVIEW DATE i idvw FLSH -D02 � O _r 'Y °z 0 o � k�J 0 W H z 4