2021.0823 _reduced Civil Plans reducedLOT 15LOT 16LOT 9LOT 17LOT 10LOT 18LOT 11LOT 12LOT 5LOT 13LOT 14LOT 24LOT 23LOT 22LOT 21LOT 25TRACT 'B'LOT 26LOT 27LOT 28LOT 29TRACT 'A'LOT 6LOT 1LOT 2LOT 3LOT 4LOT 7LOT 8LOT 19LOT 20S1° 31' 57"W404.64'S88° 19' 47"E334.66'S88° 19' 47"E311.32'S88° 19' 47"E331.32'S1° 31' 57"W238.00'N88° 19' 47"W150.00'S1° 31' 57"W290.00'N88° 19' 47"W181.37'N88° 19' 47"W311.37'N1° 32' 36"E 528.00'DATE: August 16, 2021 FILENAME: D:\Project Files\2021-02_Mill Pond\_Vista\2210152_SH_COVR.dwgC0.11COVER SHEETNGRAPHIC SCALE050100 FEET1" = 50 FEET25AHBL ENGINEERS, PLANNERS, &SURVEYORS2215 NORTH 30TH STREET, SUITE 300TACOMA, WA 98403PH. (253) 383-2422FAX (253) 383-2572CONTACT: DAVE FOLLANSBEE, PLS.TOPOGRAPHIC SURVEY WAS PREPAREDBY AHBL, INC. FIELD DATA WASCOLLECTED IN APRIL 2021.PARCEL A:THE SOUTH 528 OF THE EAST 330 FEET OF THE NORTHEASTQUARTER OF THE NORTHEAST QUARTER OF SECTION 25,TOWNSHIP 17 NORTH, RANGE 1 EAST, W.M. EXCEPTINGTHEREFROM THE EAST 20 FEET FOR COUNTY ROAD KNOWN ASMILL ROAD.PARCEL B:THAT PORTION OF THE NORTHEAST ONE-QUARTER OF THENORTHEAST ONE-QUARTER OF SECTION 25, TOWNSHIP 17NORTH, RANGE 1 EAST, W.M. DESCRIBED AS FOLLOWS:BEGINNING AT A POINT 330 FEET WEST OF THE SOUTHEASTCORNER OF SAID NORTHEAST ONE-QUARTER OF THENORTHEAST ONE-QUARTER; THENCE WEST 330 FEET; THENCENORTH 238 FEET; THENCE EAST 150 FEET; THENCE NORTH 290FEET; THENCE EAST 180 FEET; THENCE SOUTH 528 FEET TO THEPOINT OF BEGINNING.PARCEL NUMBERS:21725111200 (PARCEL A)21725111100 (PARCEL B)ADDRESS:10447 MILL ROAD SESITE AREA:295,869 SF (6.79 ACRES)EXISTING ZONING:R-4, RESIDENTIALNIF WORKERS ENTER ANY TRENCH OR OTHER EXCAVATION FOUR OR MOREFEET IN DEPTH THAT DOES NOT MEET THE OPEN PIT REQUIREMENTS OFWSDOT SECTION 2-09.3(3)B, IT SHALL BE SHORED AND CRIBBED. THECONTRACTOR ALONE SHALL BE RESPONSIBLE FOR WORKER SAFETY ANDAHBL ASSUMES NO RESPONSIBILITY. ALL TRENCH SAFETY SYSTEMS SHALLMEET THE REQUIREMENTS OF THE WASHINGTON INDUSTRIAL SAFETY ANDHEALTH ACT, CHAPTER 49.17 RCW.THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE APPROXIMATEONLY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR ITSREPRESENTATIVE. THE CONTRACTOR SHALL DETERMINE THE EXACTLOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK ANDAGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES THATHAPPEN DUE TO THE CONTRACTOR'S FAILURE TO LOCATE EXACTLY ANDPRESERVE ANY AND ALL UNDERGROUND UTILITIES. AHBL ASSUMES NOLIABILITY FOR THE LOCATION OF UNDERGROUND UTILITIES.IMPORTED FILL MATERIAL SHALL NOT CONTAIN PETROLEUM PRODUCTS, ORSUBSTANCES WHICH ARE HAZARDOUS, DANGEROUS, TOXIC, OR WHICHOTHERWISE VIOLATE ANY STATE, FEDERAL, OR LOCAL LAW, ORDINANCE,CODE, REGULATION, RULE, ORDER, OR STANDARD.TRENCH NOTEUTILITY NOTEFILL SPECIFICATIONCEMENT CONC. PAVEMENTNATURAL GAS LINECONIFER TREEDECIDUOUS TREEASPHALT CONC. PAVEMENTSANITARY SEWER LINESTORM DRAIN LINEPOWER/TELE. POLEWATER LINECONTOURSWIRE FENCEWOOD FENCEWATER METERWATER VALVESIGNHYDRANTSTORM DRAIN MHCATCH BASINTELEPHONE MHTELEPHONE RISEREXISTINGGUY WIREDESCRIPTIONLIGHTWDPROPOSEDELEVDWSSELEVLEGENDGSITE DATALEGAL DESCRIPTIONVERTICAL DATUMDEVELOPERSURVEYORVICINITY MAPNOT TO SCALESITE AREA 314,528 SF (7.22 AC)(MEASURED TO CENTER OF ROW)MAX. DENSITY (4 DU) = 28.88 UNITS (USE 29 UNITS)GROSS DEVELOPABLE ACREAGE X ALLOWED DENSITY INDWELLING UNITS = ALLOWABLE NUMBER OF DWELLING UNITSCUT = 13,725 CU. YDSFILL = 15,310 CU. YDSNET = 1,585 CU. YDS IMPORTNOTE:THE ABOVE QUANTITIES ARE ESTIMATES ONLY INTENDED FORTHE PERMITTING PROCESS. DO NOT USE FOR BID PURPOSES.THE QUANTITIES DO NOT HAVE STRIPPING, COMPACTION, ORCUT OR FILL ADJUSTMENT FACTORS APPLIED TO THEM, NORDO THEY ACCOUNT FOR ROADWAY SECTION.NO WETLANDS HAVE BEEN DELINEATED ON-SITE OR IMMEDIATELY ADJACENTTO THE PROJECT SITE.104TH AVE SESITE21725111101JOHNSTON, BRIAN J62320003000LEVELS, MICHAEL & DENISE21725140100SCHOOL DISTRICT #2PROJECT SITESCALE 1"=50'1234TELFAXwww.ahbl.comWEBTELFAXwww.ahbl.comWEBTELFAXwww.ahbl.comWEB2215 North 30th Street, Suite 300 Tacoma, WA 98403253.383.2422TEL253.383.2572FAXwww.ahbl.comWEBTACOMA SEATTLE SPOKANE TRI-CITIES27JMWGCHGCH08/16/2021SITEDEVELOPMENT2210152.10C/O MATT WEBER, PEAHBL, INC.2215 NORTH 30TH STREETSUITE 300TACOMA, WA 98403MILL PONDDEVELOPMENT, LLCTHE VISTA ATMILL PONDPRELIMINARY PLATA PORTION OF THE NE 1/4 OF THE NE 1/4 OF SEC. 25, TWN. 17N.,RGE. 01 E, W.M., CITY OF YELM, WASHINGTONTHE VISTA AT MILL PONDKnow what'sbelow.before you dig.CallRAPPLICATION #WETLAND DELINEATIONEARTHWORK QUANTITIESDENSITY CALCULATIONS62320003100DELOSREYES, LAWRENCE& ANGEL JOY21725110600FIRE DISTRICT #262190000100HART, STEPHANIE MASON22730220600LONGMIRE, DANIEL E22730220800TRENT-HENLE, NANCY JO22730220900CASTRO, JOSEGUADALUPE NIETO22730221000TRILLIUM PROPERTIES LLC21725110900JELLISON, CHARLES52920001200KVAM, JAMES R52920001300TOLLEFSON, PAUL T& CHRISTINA M52920001400PEARSON, ARLIEVISTA ROAD 2VISTA ROAD 1
104TH PL SEMILL RD SE
104TH AVE SEMILL RD SE AHBL ENGINEERS, PLANNERS, &SURVEYORS2215 NORTH 30TH STREET, SUITE 300TACOMA, WA 98403PH. (253) 383-2422FAX (253) 383-2572CONTACT: MATT WEBER, P.E.MILLPOND DEVELOPMENT, LLCC/O MATT WEBER, PEAHBL, INC.2215 NORTH 30TH STREET, SUITE 300TACOMA, WA 98403CONTACT: MATT WEBER, PECIVIL ENGINEERNGVD 29 VERTICAL DATUMNAD 1983/11WASHINGTON STATE PLANE SOUTH PROJECTION, BASED ON GPSOBSERVATION USING WSRN AND GEOID 2012A.UNITS OF MEASUREMENT ARE US SURVEY FEET.BASIS OF BEARINGCIVIL SHEET INDEXCOVER SHEETC1.1C2.1C0.1DESCRIPTIONSHEETNO.123PLAT MAP104TH AVE SE PLAN & PROFILEC2.24DEMOLITION & T.E.S.C. PLANC2.35T.E.S.C. NOTES & DETAILS6C3.17C3.2ROAD & SITE DEVELOPMENT SHEETSVISTA ROAD 1 PLAN & PROFILET.E.S.C. NOTES & DETAILSC3.3C3.489ROAD SECTIONSC3.510INTERSECTION DETAILSC3.611CURB RAMP DETAILS12C3.713C3.8ROAD NOTES & DETAILSCURB RAMP DETAILSCURB RAMP DETAILSSTORM SWALE PLANOVERALL GRADING & STORM PLANC3.914C3.101516C4.117C4.218C4.319C5.120C5.2STORM SWALE SECTIONS & DETAILSC3.1121EVAVISTA ROAD 2 WATER PLAN & PROFILEWATER NOTES & DETAILSC5.32223C6.124C6.2WATER NOTES & DETAILS25C6.3SEWER NOTES & DETAILS26C6.427C5.4VISTA ROAD 2 PLAN & PROFILETRACT 'B' PLAN & PROFILECUL DE SAC DETAILSVISTA ROAD 1 WATER PLAN & PROFILEVISTA ROAD 2 SEWER PLAN & PROFILEVISTA ROAD 1 SEWER PLAN & PROFILETRACT 'B' SEWER PLAN & PROFILE08/23/2021
105.01'39.26'35.01'130.00'60.00'130.00'50.00'50.00'130.00'55.00'55.00'60.00'50.00'50.00'70.00'106.52'39.33'44.94'131.43'7.88'19.17'38.47'49.00'61.30'114.38'64.00'150.00'39.65'104.13'55.00'5 9.35'55.15'88.05'62.09'119.00'20.00'55.00'20.00'71.61'41.21'94.31'110.00'110.00'
110.00'
110.00'
105.14'
92.26'
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0.00'38.67'92.19'103.34'121.35'59.57'60.00'50.90
'71.69'104.00'20.25'47.58
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88.03'55.00'20.00'101.80'55.00'58.57'107.34'55.00'3.94'19.17'34.68'116.84'60.00'35.06'39.21'91.77'125.00'125.00'50.00'20.00'146.73'39.27'173.00'
50.00'50.00'60.00'125.00'50.00'125.00'50.00'99.99'34.99'3
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8'181.37'311.37'528.00'8.00'13.70'6050 S.F.LOT 156027 S.F.LOT 168554 S.F.LOT 95104 S.F.LOT 175471 S.F.LOT 105388 S.F.LOT 184846 S.F.LOT 115867 S.F.LOT 129070 S.F.LOT 56050 S.F.LOT 136050 S.F.LOT 146367 S.F.LOT 245439 S.F.LOT 235659 S.F.LOT 228329 S.F.LOT 216873 S.F.LOT 257994 S.F.TRACT 'B'6250 S.F.LOT 266250 S.F.LOT 276250 S.F.LOT 287366 S.F.LOT 2933865 S.F.TRACT 'A'7265 S.F.LOT 67666 S.F.LOT 16500 S.F.LOT 27150 S.F.LOT 36500 S.F.LOT 49232 S.F.LOT 75684 S.F.LOT 825.47'55.00'15.10'19.17'25.37'55.00'55.00'55.00'55.00'5.77'49.23'55.00'55.00'40.19'15.85'55.00'3.33'56.50'55.00'55.00'22.11
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32.41'77.55'10125 S.F.LOT 195486 S.F.LOT 20125.00'38.00'12.00'171.70'32.00'S88° 19' 47"E334.66'S1° 31' 57"W404.64'S88° 19' 47"E311.32'S88° 19' 47"E331.32'S1° 31' 57"W238.00'N88° 19' 47"W150.00'S1° 31' 57"W290.00'N88° 19' 47"W181.37'N88° 19' 47"W311.37'N1° 32' 36"E 528.00'DATE: August 16, 2021 FILENAME: D:\Project Files\2021-02_Mill Pond\_Vista\2210152_SH_PLAT.dwgC1.12PLAT MAPNGRAPHIC SCALE04080 FEET1" = 40 FEET20UTILITYEASEMENT (TYP.)10.00'STATISTICAL BREAKDOWNITEMDESCRIPTION OR AREASQUARE FEETACRESSITE AREA295,869CRITICAL AREASPROPOSED ONSITE ROAD ROWGROSS DEVELOPMENT AREA(INCLUDES AREA TO CENTER OF RIGHT OF WAY)EXISTING & PROPOSED ZONING:061,111314,528R-4, RESIDENTIALMAXIMUM DENSITY (4 DU/ACRE)TOTAL NO. OF LOTS PROPOSED (SINGLE FAMILY)LARGEST LOT AREA (LOT 19)SMALLEST LOT AREA (LOT 11)AVERAGE LOT AREAOPEN SPACE (TRACT 'A' MINUS STORM) (7.53%)TOTAL IMPERVIOUS SURFACE (48.10%)ROAD ROWROOF AREA (2,500 SF x 29 UNITS)6.790.00291.407.2228.88 (USE 29)10,1254,8460.230.116,6520.1523,6960.541.4117,5000.40151,2813.4761,28172,5001.66TRACT IDENTIFICATIONSQUARE FEETACRES33,8657,9940.780.18ITEMTRACT 'B' - EV ACCESS/UTILITYTRACT 'A' - OPEN SPACE/STORMDRIVEWAYS (500 SF x 26 UNITS + 1,500 SF x 3 UNITS)LOT SETBACKS - SINGLE FAMILYFRONT YARD15 FTSIDE YARD5 FT15 FT (CORNER LOT)REAR YARD25 FT1234TELFAXwww.ahbl.comWEBTELFAXwww.ahbl.comWEBTELFAXwww.ahbl.comWEB2215 North 30th Street, Suite 300 Tacoma, WA 98403253.383.2422TEL253.383.2572FAXwww.ahbl.comWEBTACOMA SEATTLE SPOKANE TRI-CITIES27JMWGCHGCH08/16/2021SITEDEVELOPMENT2210152.10C/O MATT WEBER, PEAHBL, INC.2215 NORTH 30TH STREETSUITE 300TACOMA, WA 98403MILL PONDDEVELOPMENT, LLCTHE VISTA ATMILL PONDPRELIMINARY PLATA PORTION OF THE NE 1/4 OF THE NE 1/4 OF SEC. 25, TWN. 17N.,RGE. 01 E, W.M., CITY OF YELM, WASHINGTONTHE VISTA AT MILL PONDKnow what'sbelow.before you dig.CallRAPPLICATION #104TH AVE. SE104TH PLACE SEMILL ROAD SEVISTA ROAD 2VISTA ROAD 1
EXISTING UTILITY EASEMENT(TO BE RELOCATED)EXISTING PARCEL LINEPRIVATE SEWEREASEMENT5.00'BUILDINGSETBACK (TYP.)R50.00'R50.
0
0
'R25.00'TYP.UTILITY EASEMENT10.00'BUILDINGSETBACK (TYP.)UTILITY EASEMENT (TYP.)10.00'58.00'58.00'
29.00'21725111101JOHNSTON, BRIAN J62320003000LEVELS, MICHAEL& DENISE21725140100SCHOOL DISTRICT #262320003100DELOSREYES, LAWRENCE& ANGEL JOY21725110600FIRE DISTRICT #262190000100HART, STEPHANIE MASON22730220600LONGMIRE, DANIEL E22730220800TRENT-HENLE, NANCY JO22730220900CASTRO, JOSEGUADALUPE NIETO22730221000TRILLIUM PROPERTIES LLC21725110900JELLISON, CHARLES52920001200KVAM, JAMES R52920001300TOLLEFSON, PAUL T& CHRISTINA M52920001400PEARSON, ARLIE28.00'10.00'08/23/2021
349350351352352362362363363362362363362361352360358356354352350348
348344346347351350348350348363DATE: August 18, 2021 FILENAME: D:\Project Files\2021-02_Mill Pond\_Vista\2210152_SH_TESC.dwgC2.13DEMOLITION &T.E.S.C. PLANNGRAPHIC SCALE04080 FEET1" = 40 FEET20104TH AVE SE104TH PL SEMILL RD SE
T.E.S.C. LEGENDFILTER FABRIC FENCECLEARING LIMITSTEMP. CONSTRUCTIONENTRANCERIPRAP ROCKERY6"-8" QUARRY SPALLSINLET SEDIMENTPROTECTIONINTERCEPTOR DITCHGRAVEL CHECK DAMSEDIMENT PONDVEGETATION RETENTIONPLASTIC COVERING,SEE NOTES ON SHEET C2.2FFCLCERRIDCDSP2C2.24C2.21C2.2IP5C2.23C2.21.STAKE / FLAG CLEARING AND CONSTRUCTION LIMITS.2.ARRANGE AND ATTEND A PRE-CONSTRUCTION MEETING WITH CITY OF YELM, OWNER AND ENGINEER.3.INSTALL CONSTRUCTION ENTRANCE.4.PROVIDE DEMOLITION AS REQUIRED TO INSTALL ALL TEMPORARY EROSION CONTROL BMP'S ACCORDINGTO THE TESC PLAN. INSTALL INLET SEDIMENT PROTECTION IN EXISTING CATCH BASINS.5.PROVIDE ALL PERIMETER EROSION CONTROL AND SITE BARRIER FENCING INCLUDING FILTER FABRICFENCE PRIOR TO START OF ANY CLEARING OR GRADING ACTIVITIES.6.EXCAVATE TEMPORARY TESC PONDS (PROTECT SUBGRADES FROM COMPACTION - (USED FORINFILTRATION).7.DEMOLISH REMAINDER OF EXISTING SITE FEATURES AS DESIGNATED FOR DEMOLITION ON THE PLANS.8.MAINTAIN EROSION CONTROL MEASURES AS SITE DEVELOPMENT PROGRESSES.9.ROUGH GRADE SITE AND PROVIDE EROSION CONTROL BMP'S TO STABILIZE THE SITE AND DIRECT ALLSURFACE RUNOFF TO THE TESC PONDS.10.APPLY EROSION CONTROL MULCH AND SEEDING, STRAW MULCH OR EQUAL TO AREAS THAT WILL NOT BEBROUGHT TO FINAL GRADE OR PERMANENTLY VEGETATED WITHIN 7 DAYS OF EXPOSURE. DURING THEDRY SEASON, AND 2 DAYS OF EXPOSURE DURING THE WET SEASON (OCTOBER 1 - APRIL 30).11.RELOCATE EROSION CONTROL MEASURES OR INSTALL NEW MEASURES SO THAT AS THE SITECONDITIONS CHANGE, THE EROSION AND SEDIMENT CONTROL IS ALWAYS IN ACCORDANCE TO THESWPPP MINIMUM REQUIREMENTS.12.CONSTRUCT STORM SYSTEM & MISC. UTILITIES AND INSTALL INLET SEDIMENT PROTECTION TO NEWCATCH BASINS.13.FINE GRADE ASPHALT PAVED AREAS, PLACE CURB & GUTTERS, AND PAVE.14.AFTER SITE IS STABILIZED, COMPLETE BIO-RETENTION CONSTRUCTION:14.1.SCARIFY BIO-RETENTION SUB-GRADE (DO NOT COMPACT BIO-RETENTION BOTTOMS) SCHEDULEGEOTECHNICAL ENGINEER FOR INFILTRATION TESTING TO ENSURE BIO-RETENTION FUNCTIONS PERDESIGN. PROVIDE INFILTRATION TESTING TO INCLUDE A MINIMUM OF 2 TESTS PER BIO-RETENTIONSYSTEM.14.2.UPON APPROVAL OF INFILTRATION TESTING RESULTS, PROVIDE BIO-RETENTION TREATMENT SOILMIX PER PLANS. BIO-RETENTION SOIL MIX PLACEMENT AND BIO-RETENTION EXCAVATION SHALL NOTBE CONDUCTED DURING WET OR SATURATED CONDITIONS.15.PROVIDE LANDSCAPE PLANTINGS AND FINAL BIO-RETENTION STABILIZATION PER LANDSCAPE DESIGN.16.REMOVE REMAINING TEMPORARY EROSION CONTROL ITEMS ONCE SITE HAS BEEN STABILIZED AND UPONAPPROVAL FROM THE CITY.17.PERFORM FINAL CLOSE-OUT ITEMS AS REQUIRED BY CITY AND OWNER.1.CONTRACTOR IS RESPONSIBLE FOR MAINTAININGAND ADJUSTING EROSION CONTROL FACILITIES ASSITE CONDITIONS CHANGE. REFER TO T.E.S.C.NOTES AND DETAILS FOR TYPICAL MEASURES.2.PROVIDE SEDIMENT TRAPPING FACILITIES ASNECESSARY TO MAINTAIN RUNOFF ONSITE. NOSEDIMENT LADEN RUNOFF SHALL BE ALLOWED TODISCHARGE FROM THE SITE AT ANY TIME.CONSTRUCTION SEQUENCETESC NOTESVRPCA CERTIFIED EROSION AND SEDIMENT CONTROL LEAD(CESCL) IS REQUIRED FOR THE PROJECT. THE NAMEDPERSON OR FIRM SHALL BE ON SITE OR ON-CALL AT ALLTIMES. THE PERSON / FIRM ISCONTACT PERSON / FIRM:TO BE DETERMINEDCONTACT INFORMATION:INFORMATION TO BE FILLED IN BY CONTRACTOR ANDPROVIDED TO CITY OF YELM.CESCL NOTESDEMOLITION LEGEND:DEMOLISH EXISTING ASPHALTCONCRETE PAVEMENTDEMOLISH EXISTING TREEPROTECT/RETAIN EXISTINGTREE, SEE TREE PROTECTIONNOTES ON SHEET C2.3SAWCUT LINESAWCUT & DEMO EXST.ASPHALT PAVEMENT,SEE SHEET C3.4TEMP. INFILTRATION PONDFOR SEDIMENT CONTROLBOTTOM ELEV. = 346.00BOTTOM AREA = 1,200 SFUSE PROPOSED SWALE FOR TEMP.SEDIMENT CONTROLTEMP BOTTOM ELEV. = 344.00MIN. BOTTOM AREA = 2,160 SFDO NOT EXCAVATE TO FINAL SWALEGRADE OR PROVIDE BIO-RETENTIONSOIL MIX UNTIL SITE IS STABILIZEDTEMP. SOIL STOCKPILEAREA, SEE STOCKPILENOTES ON SHEET C2.2PCFFSPIDRRCE1234TELFAXwww.ahbl.comWEBTELFAXwww.ahbl.comWEBTELFAXwww.ahbl.comWEB2215 North 30th Street, Suite 300 Tacoma, WA 98403253.383.2422TEL253.383.2572FAXwww.ahbl.comWEBTACOMA SEATTLE SPOKANE TRI-CITIES27JMWGCHGCH08/16/2021SITEDEVELOPMENT2210152.10C/O MATT WEBER, PEAHBL, INC.2215 NORTH 30TH STREETSUITE 300TACOMA, WA 98403MILL PONDDEVELOPMENT, LLCTHE VISTA ATMILL PONDPRELIMINARY PLATA PORTION OF THE NE 1/4 OF THE NE 1/4 OF SEC. 25, TWN. 17N.,RGE. 01 E, W.M., CITY OF YELM, WASHINGTONTHE VISTA AT MILL PONDKnow what'sbelow.before you dig.CallRAPPLICATION #RRRRRRRRCD(TYP.)CD(TYP.)CD(TYP.)CD(TYP.)IPIPIPIPIPIPIPIPIPIPIPIDIDIDIDIDFFFFFFFFRE-LOCATE EXISTING POWER,COORDINATE WITH PURVEYOR &ADJACENT PROPERTY OWNERDEMOLISH EXST.STRUCTURESDEMOLISHEXST. FENCEDEMOLISH EXST.POWER SERVICEVRDEMOLISHEXST. FENCE08/23/2021
DATE: August 16, 2021 FILENAME: D:\Project Files\2021-02_Mill Pond\_Vista\2210152_SH_TESC.dwgC2.24T.E.S.C.NOTES & DETAILS2' MIN1' MIN.21SPACING (FEET)21< 5 PERCENT5-10 PERCENT10-40 PERCENT1' MINSLOPE300200100(APRON)0.5'SECTION B-B2:1 (TYP.)B
0.5'A2'2'4'AB
DITCH BOTTOM(SUMP)0.5'SECTION A-A1'
0.5'1'
0.5'1'0.5'
0.5'2.0'2.0' MIN.1.0'5.0'8"6' MAX.2.5'5.0'2.0'20' MIN.FULL WIDTHINGRESS/EGRESS 1.MATERIAL SHALL BE 4 INCH TO 8 INCH QUARRY SPALLS AND MAY BETOP-DRESSED WITH 1 INCH TO 3 INCH ROCK. (STATE STANDARDSPECIFICATIONS, SECTION 8-15.)2.THE ROCK PAD SHALL BE AT LEAST 12 INCHES THICK AND 100 FEETLONG. WIDTH SHALL BE THE FULL WIDTH OF THE VEHICLE INGRESS ANDEGRESS AREA.3.ADDITIONAL ROCK SHALL BE ADDED PERIODICALLY TO MAINTAINPROPER FUNCTION OF THE PAD.4.PAVED ROADS SHALL BE KEPT FREE OF SEDIMENT TRACKED FROM THEPROJECT SITE. SEDIMENT TRACKED ONTO ADJACENT PAVED SURFACESSHALL BE REMOVED DAILY BY SWEEPING, WASHING TO SEDIMENT FROMROAD SURFACE WILL NOT BE ALLOWED.5.A TRUCK WHEEL WASH MAY BE REQUIRED TO BE INSTALLED AT ANYTIME UPON CITY'S REQUEST.6.CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING DUST CONTROLPER LOCAL JURISDICTION REQUIREMENTS.EXISTING FRONTAGEROADEDGE OFEXISTINGPAVEMENT1.FILTER FABRIC FENCE SHALL BE PURCHASED IN A CONTINUOUS ROLL AND CUTTO THE LENGTH OF THE BARRIER TO AVOID USE OF JOINTS. WHEN JOINTS ARENECESSARY, FILTER CLOTH SHALL BE SPLICED TOGETHER ONLY AT A SUPPORTPOST, WITH A MINIMUM 6-INCH OVERLAP, AND SECURELY FASTENED AT BOTHENDS TO POST.2.POSTS SHALL BE SPACED A MAXIMUM OF 6 FEET APART AND DRIVEN SECURELYINTO THE GROUND (MINIMUM OF 30 INCHES).3.A TRENCH SHALL BE EXCAVATED APPROXIMATELY 8 INCHES WIDE AND 12INCHES DEEP ALONG THE LINE OF POSTS AND UPSLOPE FROM THE BARRIER.THIS TRENCH SHALL BE BACKFILLED WITH WASHED GRAVEL.4.WHEN STANDARD STRENGTH FILTER FABRIC IS USED, A WIRE MESH SUPPORTFENCE SHALL BE FASTENED SECURELY TO THE UPSLOPE SIDE OF THE POSTSUSING HEAVY-DUTY WIRE STAPLES AT LEAST 1 INCH LONG, TIE WIRES OR HOGRINGS. THE WIRE SHALL EXTEND INTO THE TRENCH A MINIMUM OF 4 INCHESAND SHALL NOT EXTEND MORE THAN 24 INCHES ABOVE THE ORIGINAL GROUNDSURFACE.5.THE STANDARD STRENGTH FILTER FABRIC SHALL BE STAPLED OR WIRED TOFENCE, AND 20 INCHES OF THE FABRIC SHALL BE EXTENDED INTO THE TRENCH.THE FABRIC SHALL NOT EXTEND MORE THAN 24 INCHES ABOVE THE ORIGINALGROUND SURFACE. FILTER FABRIC SHALL NOT BE STAPLED TO EXISTING TREES.6.WHEN EXTRA-STRENGTH FILTER FABRIC AND CLOSER POST SPACING IS USED,THE WIRE MESH SUPPORT FENCE MAY BE ELIMINATED. IN SUCH A CASE, THEFILTER FABRIC IS STAPLED OR WIRED DIRECTLY TO THE POSTS WITH ALL OTHERPROVISIONS OF ABOVE NOTES APPLYING.7.FILTER FABRIC FENCES SHALL NOT BE REMOVED BEFORE THE UPSLOPE AREAHAS BEEN PERMANENTLY STABILIZED.8.FILTER FABRIC FENCES SHALL BE INSPECTED IMMEDIATELY AFTER EACHRAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL. ANY REQUIREDREPAIRS SHALL BE MADE IMMEDIATELY.9.SILT FENCES WILL BE INSTALLED PARALLEL TO SLOPE CONTOURS.10.CONTRIBUTING LENGTH TO FENCE WILL NOT BE GREATER THAN 100 FEET.11.DO NOT INSTALL BELOW AN OUTLET PIPE OR WEIR.12.INSTALL DOWNSLOPE OF EXPOSED AREAS.13.DO NOT DRIVE OVER OR FILL OVER SILT FENCES.1.MULCH MATERIALS USED SHALL BE HAY OR STRAW, AND SHALL BE APPLIED ATTHE RATE OF 2 TONS/ACRE. (MIN. 2" THICK)2.MULCHES SHALL BE APPLIED IN ALL AREAS WITH EXPOSED SLOPES GREATERTHAN 2:1.3.MULCHING SHALL BE USED IMMEDIATELY AFTER SEEDING OR IN AREAS WHICHCANNOT BE SEEDED BECAUSE OF THE SEASON.4.ALL AREAS NEEDING MULCH SHALL BE COVERED BY NOVEMBER 1.1.STOCKPILES SHALL BE STABILIZED (WITH PLASTIC COVERINGOR OTHER APPROVED DEVICE) DAILY BETWEEN NOVEMBER 1AND MARCH 31.2.IN ANY SEASON, SEDIMENT LEACHING FROM STOCK PILESMUST BE PREVENTED.3.TOPSOIL SHALL NOT BE PLACED WHILE IN A FROZEN OR MUDDYCONDITION, WHEN THE SUBGRADE IS EXCESSIVELY WET, ORWHEN CONDITIONS EXIST THAT MAY OTHERWISE BEDETRIMENTAL TO PROPER GRADING OR PROPOSED SODDINGOR SEEDING.4.PREVIOUSLY ESTABLISHED GRADES ON THE AREAS TO BETOPSOILED SHALL BE MAINTAINED ACCORDING TO THEAPPROVED PLAN.1.PLASTIC SHEETING SHALL HAVE A MINIMUM THICKNESS OF 6MILS AND SHALL MEET THE REQUIREMENTS OF THE STATESTANDARD SPECIFICATIONS SECTION 9-14.5.2.COVERING SHALL BE INSTALLED AND MAINTAINED TIGHTLY INPLACE BY USING SANDBAGS OR TIRES ON ROPES WITH AMAXIMUM 10-FOOT GRID SPACING IN ALL DIRECTIONS. ALLSEAMS SHALL BE TAPED OR WEIGHTED DOWN FULL LENGTHAND THERE SHALL BE AT LEAST A 12 INCH OVERLAP OF ALLSEAMS.3.CLEAR PLASTIC COVERING SHALL BE INSTALLED IMMEDIATELYON AREAS SEEDED BETWEEN NOVEMBER 1 AND MARCH 31 ANDREMAIN UNTIL VEGETATION IS FIRMLY ESTABLISHED.4.WHEN THE COVERING IS USED ON UN-SEEDED SLOPES, ITSHALL BE KEPT IN PLACE UNTIL THE NEXT SEEDING PERIOD.5.PLASTIC COVERING SHEET SHALL BE BURIED TWO FEET AT THETOP OF SLOPES IN ORDER TO PREVENT SURFACE WATER FLOWBENEATH SHEETS.6.PROPER MAINTENANCE INCLUDES REGULAR CHECKS FOR RIPSAND DISLODGED ENDS.COMMON NAMEREDTOP (Agostis alba)ANNUAL RYE (Lolium multiforum)CHEWING FESCUE (Festuca rubra commutata)%10PROVIDE CATCH BASIN SEDIMENT PROTECTION WITHSTREAMGUARD BASIN INSERT #3003, OR APPROVED EQUIVALENT.FILTER FABRIC MATERIAL 60"WIDE, CONTINUOUS, ROLLS - USERINGS TO ATTACH TO WIREFABRICEXISTINGGRADE2" X 2" BY 14 GA.WIRE FABRIC OREQUIVALENTBURY BOTTOM OFFILTER MATERIALIN 8"X12" TRENCH2" X 4" WOOD POSTS,STANDARD ORBETTER, OR STEELFENCE POSTPROP. LINE OR WETLANDBUFFER LINEOVERFLOW (TOBYPASS PEAKSTORM VOLUMES)ADAPTER SKIRTRETRIEVAL STRAPGEOTEXTILEFABRICCATCH BASINSEDIMENT ACCUMULATION24"36"48"R = 25' MIN.4"-8" QUARRYSPALLS12" MIN.100' MIN.1.HYDROSEEDING SHALL BE APPLIED IN ACCORDANCE WITH THE "T.E.S.C. NOTES"ON THIS SHEET.2.HYDROSEEDING TO BE THE FOLLOWING MIXTURE:3.APPLICATION TO BE 100LBS/ACRE4.500 LBS/ACRE 10-20-20 FERTILIZER, 1500 LBS/ACRE WOOD FIBER CELLULOSE WITHSOIL BINDER OR TACKING AGENT TO BE APPLIED WITH SEED MIXTURE.5.SEED BEDS PLANTED BETWEEN MAY 1 AND AUGUST 31 WILL REQUIRE IRRIGATIONAND OTHER MAINTENANCE AS NECESSARY TO FOSTER AND PROTECT THE ROOTSTRUCTURE.6.FOR SEED BEDS PLANTED BETWEEN OCTOBER 31 AND APRIL 30, ARMORING OFTHE SEED BED WILL BE NECESSARY. (E.G., GEOTEXTILES, JUTE MAT, CLEARPLASTIC COVERING.)7.BEFORE SEEDING, INSTALL NEEDED SURFACE RUNOFF CONTROL MEASURESSUCH AS GRADIENT TERRACES, INTERCEPTOR DIKES, SWALES, LEVEL SPREADERSAND SEDIMENT BASINS.8.THE SEEDBED SHALL BE FIRM WITH A FAIRLY FINE SURFACE, FOLLOWINGSURFACE ROUGHENING. PERFORM ALL OPERATIONS ACROSS OR AT RIGHTANGLES TO THE SLOPE.9.FERTILIZERS ARE TO BE USED ACCORDING TO SUPPLIERS RECOMMENDATIONS.AMOUNTS USED SHOULD BE MINIMIZED, ESPECIALLY ADJACENT TO WATER BODIESAND WETLANDS.10.SEED SHALL NOT BE USED IN AREAS SUBJECT TO WEAR BY CONSTRUCTIONTRAFFIC.PROVIDE NATIVE BACKFILL OR 3/4"- 1 1/2" WASHED GRAVEL BACKFILLIN TRENCH AND ON BOTH SIDESOF FILTER FENCE FABRIC ON THESURFACE2" X 2" BY 14 GA. WIRE FABRIC OREQUIVALENT, AFFIX TO POST (LOCATED ONDOWNHILL SIDE OF FILTER FABRIC)FILTER FABRIC MATERIAL MIRAFI 100 NSOR EQUIVALENT2" X 4" WOOD POST OR STEELFENCE POSTHYDROSEEDING NOTESMULCHING NOTESPLASTIC COVERING NOTESSOIL STOCKPILE NOTESFILTER FABRIC FENCE NOTESCONSTRUCTION ENTRANCE NOTES(Jamestown, Banner, Shodow, or Koket)BY WEIGHT%PURITY%GERMINATION92904598904597801.SEED AND MULCH SHALL BE APPLIED WITHIN 5 DAYS OF DIKECONSTRUCTION. (SEE HYDROSEEDING NOTES)2.THE UPSLOPE SIDE OF THE DIKE SHALL PROVIDE POSITIVE DRAINAGETO THE DIKE OUTLET.3.NO EROSION SHALL OCCUR AT THE DIKE OUTLET. PROVIDE ENERGYDISSIPATION MEASURES AS NECESSARY.4.SEDIMENT LADEN RUNOFF MUST BE RELEASED THROUGH A SEDIMENTTRAPPING FACILITY SUCH AS A POND, TRAP, OR SILT FENCE ASAPPROPRIATE TO DRAINAGE AREA SIZE.TEMPORARY DIKE AND SWALE NOTES1.THE MAXIMUM SPACING BETWEEN DAMSSHALL BE SUCH THAT THE TOE OF THEUPSTREAM DAM IS AT THE SAME ELEVATIONAS THE TOP OF THE DOWNSTREAM DAM.2.ROCK CHECK DAMS SHALL BE CONSTRUCTEDOF 2- TO 4-INCH DIAMETER QUARRY SPALLS.THE QUARRY SPALLS MUST BE PLACED BYHAND OR MECHANICAL PLACEMENT (NODUMPING OF SPALLS TO FORM DAM) TOACHIEVE COMPLETE COVERAGE OF THEDITCH OR SWALE AND TO INSURE THAT THECENTER OF THE DAM IS LOWER THAN THEEDGES.3.CHECK DAMS SHALL BE CHECKED FORSEDIMENT ACCUMULATION AFTER EACHSIGNIFICANT RAINFALL. SEDIMENT SHALL BEREMOVED WHEN IT REACHES ON HALF OFTHE ORIGINAL DAM HEIGHT OR BEFORE.4.MAXIMUM SPACING - 200'.CHECK DAM NOTESGRASS OR ROCKLEVEL BOTTOMSPACING=100', 200' OR 300'DEPENDING ON SLOPE(SEE TABLE)1FILTER FABRIC FENCENOT TO SCALE2CONSTRUCTION ENTRANCENOT TO SCALE3TEMPORARY INTERCEPTOR DITCHNOT TO SCALE4ROCK CHECK DAMNOT TO SCALE5INLET PROTECTIONNOT TO SCALE1234TELFAXwww.ahbl.comWEBTELFAXwww.ahbl.comWEBTELFAXwww.ahbl.comWEB2215 North 30th Street, Suite 300 Tacoma, WA 98403253.383.2422TEL253.383.2572FAXwww.ahbl.comWEBTACOMA SEATTLE SPOKANE TRI-CITIES27JMWGCHGCH08/16/2021SITEDEVELOPMENT2210152.10C/O MATT WEBER, PEAHBL, INC.2215 NORTH 30TH STREETSUITE 300TACOMA, WA 98403MILL PONDDEVELOPMENT, LLCTHE VISTA ATMILL PONDPRELIMINARY PLATA PORTION OF THE NE 1/4 OF THE NE 1/4 OF SEC. 25, TWN. 17N.,RGE. 01 E, W.M., CITY OF YELM, WASHINGTONTHE VISTA AT MILL PONDKnow what'sbelow.before you dig.CallRAPPLICATION #08/23/2021
DATE: August 16, 2021 FILENAME: D:\Project Files\2021-02_Mill Pond\_Vista\2210152_SH_TESC.dwgC2.35T.E.S.C.NOTES & DETAILS1. ON-SITE EROSION CONTROL MEASURES SHALL BE THE RESPONSIBILITY OF THEDEVELOPER. ANY PROBLEMS OCCURRING BEFORE FINAL ACCEPTANCE OF THE STORMSYSTEM BY THE MUNICIPALITY SHALL BE CORRECTED BY THE APPLICANT AND/OR THECONTRACTOR.2. IN CASE EROSION OR SEDIMENTATION OCCURS TO ADJACENT PROPERTY, ALLCONSTRUCTION WORK WITHIN THE DEVELOPMENT THAT WILL AGGRAVATE THE SITUATIONMUST CEASE AND THE APPLICANT/CONTRACTOR SHALL IMMEDIATELY COMMENCERESTORATION OR MITIGATION MEASURES. RESTORATION ACTIVITY SHALL CONTINUEUNTIL SUCH TIME AS THE PROBLEM IS RECTIFIED.3. ALL EROSION AND SEDIMENTATION CONTROL DEVICES SHOWN ON THIS DRAWINGSHALL BE INSTALLED PRIOR TO OR AS THE FIRST STAGE OF SITE PREPARATION.4. SHOULD THE TEMPORARY EROSION AND SEDIMENTATION CONTROL MEASURES SHOWNON THIS DRAWING NOT PROVE ADEQUATE TO CONTROL EROSION AND SEDIMENTATION,THE APPLICANT/CONTRACTOR SHALL INSTALL ADDITIONAL FACILITIES AS NECESSARY TOPROTECT ADJACENT PROPERTIES, SENSITIVE AREAS, NATURAL WATER COURSES, AND/ORSTORM DRAINAGE SYSTEMS.5. IN ANY AREA WHICH HAS BEEN STRIPPED OF VEGETATION OR EXPERIENCED LANDDISTURBING ACTIVITIES AND WHERE NO FURTHER WORK IS ANTICIPATED FOR A PERIODEXCEEDING THE LISTED CRITERIA, ALL DISTURBED AREAS MUST BE IMMEDIATELYSTABILIZED WITH MULCHING, GRASS PLANTING, OR OTHER APPROVED EROSION CONTROLTREATMENT APPLICABLE TO THE TIME OF YEAR IN QUESTION. GRASS SEEDING ALONEWILL BE ACCEPTABLE ONLY DURING THE MONTHS OF APRIL THROUGH SEPTEMBER,INCLUSIVE. SEEDING MAY PROCEED, HOWEVER, WHENEVER IT IS IN THE INTEREST OF THEAPPLICANT/CONTRACTOR, BUT MUST BE AUGMENTED WITH MULCH, NETTING, OR OTHERTREATMENT.6. THE PROJECT ENGINEER OR PROJECT SURVEYOR WILL BE RESPONSIBLE FOR FIELDLOCATING THE CLEARING LIMITS AND ESTABLISHING THOSE BOUNDARIES WITH BRIGHTCOLORED FLAGGING. THE CONTRACTOR SHALL CLEAR TO THE LIMITS AS ESTABLISHED ONTHIS PLAN AND AS FLAGGED IN THE FIELD.7. ALL NECESSARY FACILITIES SHALL BE MAINTAINED ON SITE TO PREVENT DEBRIS, DUST,AND MUD FROM ACCUMULATING ON THE PUBLIC RIGHT-OF-WAY.GENERAL EROSION CONTROL NOTESEXISTING TOPSOIL SHALL BE STRIPPED AND STOCKPILED ON-SITE.STOCKPILE AND COVER SOIL WITH WEED BARRIER MATERIAL THAT SHEDS MOISTURE YETALLOWS AIR TRANSMISSION, IN APPROVED LOCATION, PRIOR TO GRADING. REPLACESTOCKPILED TOPSOIL PRIOR TO PLANTING.IF PLACED TOPSOIL PLUS COMPOST OR OTHER ORGANIC MATERIAL WILL AMOUNT TO LESSTHAN 12 INCHES: SCARIFY OR TILL SUBGRADE TO DEPTH NEEDED TO ACHIEVE 12 INCHESOF LOOSENED SOIL AFTER TOPSOIL AND AMENDMENT ARE PLACED. ENTIRE SURFACESHOULD BE DISTURBED BY SCARIFICATION. DO NOT SCARIFY WITHIN DRIP LINE OF EXISTINGTREES TO BE RETAINED.WITHIN STORMWATER DRAINAGE SYSTEM LOCATIONS OR LANDSCAPED AREAS (EXCEPTBIO-RETENTION AREAS) (10 PERCENT ORGANIC CONTENT) –PLACE AND ROTOTILL 3 INCHES OF COMPOSTED MATERIAL INTO 5 INCHES OF REPLACEDSOIL (A TOTAL DEPTH OF ABOUT 9.5 INCHES, FOR A SETTLED DEPTH OF 8 INCHES).SUBSOILS BELOW THIS LAYER SHOULD BE SCARIFIED AT LEAST 4 INCHES, FOR A FINISHEDMINIMUM DEPTH OF 12 INCHES OF UNCOMPACTED SOIL. RAKE BEDS TO SMOOTH ANDREMOVE ROCKS LARGER THAN 2 INCHES IN DIAMETER. MULCH AREAS WITH 2 INCHES OFORGANIC MULCH OR STOCKPILED DUFF.WITHIN LAWN AREAS (5 PERCENT ORGANIC CONTENT) –PLACE AND ROTOTILL 1.75 INCHES OF COMPOSTED MATERIAL INTO 6.25 INCHES OFREPLACED SOIL (A TOTAL AMENDED DEPTH OF ABOUT 9.5 INCHES, FOR A SETTLED DEPTHOF 8 INCHES). SUBSOILS BELOW THIS LAYER SHOULD BE SCARIFIED AT LEAST 4 INCHES,FOR A FINISHED MINIMUM DEPTH OF 12 INCHES OF UNCOMPACTED SOIL. WATER OR ROLLTO COMPACT SOIL TO 85 PERCENT OF MAXIMUM. RAKE TO LEVEL, AND REMOVE SURFACEWOODY DEBRIS AND ROCKS LARGER THAN 1 INCH IN DIAMETER.POST CONSTRUCTION SOIL QUALITY & DEPTH1.PROVIDE HIGH VISIBILITY CONSTRUCTION FENCE (3' MIN. HEIGHT) OR CHAIN LINK FENCEAROUND ALL TREES TO BE RETAINED. PROVIDE SIGNAGE ON FENCE INDICATING TREEPROTECTION AREA. FENCE SHALL BE LOCATED A MINIMUM OF THREE FEET BEYONDTREE CANOPY AND SHALL REMAIN IN PLACE THROUGHOUT THE DURATION OFCONSTRUCTION ACTIVITIES.2.CONSTRUCTION ACTIVITY SHALL NOT OCCUR WITHIN TREE PROTECTION AREA ANDCONTRACTOR SHALL NOT STOCKPILE OR DISPOSE OF EXCAVATED OR CONSTRUCTIONMATERIALS IN THE VEGETATION RETENTION AREAS TO PREVENT CONTAMINANTS FROMDAMAGING VEGETATION AND SOILS.3.AVOID EXCAVATION OR CHANGING THE GRADE NEAR TREES THAT HAVE BEENDESIGNATED FOR PROTECTION. IF THE GRADE LEVEL AROUND A TREE IS TO BE RAISED,A DRY ROCK WALL OR ROCK WELL SHALL BE CONSTRUCTED AROUND THE TREE. THEDIAMETER OF THIS WALL OR WELL SHOULD BE AT LEAST EQUAL TO THE DIAMETER OFTHE TREE CANOPY PLUS 5 FEET.4.NO TRENCHING SHALL ENCROACH WITHIN CRITICAL TREE ROOT ZONE AREAS.5.PREVENT WOUNDS TO TREE TRUNKS AND LIMBS DURING THE CONSTRUCTION PHASE.TREE PROTECTION NOTES1234TELFAXwww.ahbl.comWEBTELFAXwww.ahbl.comWEBTELFAXwww.ahbl.comWEB2215 North 30th Street, Suite 300 Tacoma, WA 98403253.383.2422TEL253.383.2572FAXwww.ahbl.comWEBTACOMA SEATTLE SPOKANE TRI-CITIES27JMWGCHGCH08/16/2021SITEDEVELOPMENT2210152.10C/O MATT WEBER, PEAHBL, INC.2215 NORTH 30TH STREETSUITE 300TACOMA, WA 98403MILL PONDDEVELOPMENT, LLCTHE VISTA ATMILL PONDPRELIMINARY PLATA PORTION OF THE NE 1/4 OF THE NE 1/4 OF SEC. 25, TWN. 17N.,RGE. 01 E, W.M., CITY OF YELM, WASHINGTONTHE VISTA AT MILL PONDKnow what'sbelow.before you dig.CallRAPPLICATION #08/23/2021
1+002+003+004+005+00350352354356
36236
2
358
360
S88° 27' 16"Esssss
ssssssssss STA: 1+00 VISTA ROAD 1 = STA: 3+11.78 104TH AVE. SESTA:1+00.00, 2.50' LTPROVIDE MONUMENTSTA:5+04.64, 2.50' LTPROVIDE MONUMENT STA: 5+02.14 VISTA ROAD 1 = STA: 3+97.50 VISTA ROAD 2STA:3+49.00CENTERLINE OFTRACT 'B'N1° 31' 57"E402.14'CB#3CB#2CB#12CB#13CB#11CB#9S88° 19' 47"E 334.66'
S88° 27' 16"E 265.43'3403453503553603653703403453503553603653700+501+00347.861+50347.98348.652+00349.40350.152+50350.90
351.65
3+00352.40
353.15
3+50353.94
354.97
4+00356.28
357.87
4+50359.68
360.99
5+00361.65
5+50-2.00%3.00%7
.
5
0%2.00%PVI: 360.99PVI STA: 4+67.00K: 9.0950' VCBVCS: 4+42.00
BVCE: 359.11
EVCS: 4+92.00
EVCE: 361.49PVI: 347.53PVI STA: 1+37.50K: 10.0050' VCBVCS: 1+12.50BVCE: 348.03EVCS: 1+62.50EVCE: 348.28LOW PT: 1+32.50ELEV: 347.83
PVI: 355.03PVI STA: 3+87.50K: 22.22100' VCBVCS: 3+37.50
BVCE: 353.53
EVCS: 4+37.50
EVCE: 358.78STA: 1+05.50ELEV: 348.17MATCH EXST. PAVEMENT@ SAWCUT LINESTA: 5+02.14ELEV: 361.69INTX. VISTA ROAD 2STA: 1+32.54, 10.87 LIE: 345.45 12" (W)IE: 345.45 12" (E)RIM: 347.56CB#3, CB TYPE 1STA: 3+40.54, 18.72 LIE: 349.57 12" (S)IE: 349.57 12" (E)IE: 351.05 12" (W)RIM: 353.19CB#13, CB TYPE 1143 LF
12
"
CPEP
STM
@
5
.79%STA: 4+83.46, 18.20 LIE: 359.06 12" (W)IE: 357.84 12" (N)IE: 357.84 12" (E)IE: 359.06 12" (SW)RIM: 361.14CB#11, CB TYPE 141 LF 12" DI CL52 STM @ 0.50%STA: 5+20.86, 2.45 LIE: 359.26 12" (NE)RIM: 361.26CB#9, CB TYPE 1STA: 3+40.54, 18.72 RIE: 351.24 12" (E)RIM: 353.24CB#12, CB TYPE 1STA: 1+32.54, 10.87 RIE: 345.56 12" (W)IE: 345.56 12" (E)RIM: 347.56CB#2, CB TYPE 1DATE: August 16, 2021 FILENAME: D:\Project Files\2021-02_Mill Pond\_Vista\2210152_SH_ROAD.dwgC3.16VISTA ROAD 1PLAN & PROFILEN
GRAPHIC SCALE03060 FEET1" = 30 FEET15104TH AVE SE VISTA ROAD 1VISTA ROAD 1 PROFILEHORIZ. 1"=30', VERT. 1"=3'EXISTING ELEVATION@ CL OF ROADPROPOSED ELEVATION@ CL OF ROADEXISTING GRADE@ CL OF ROADPROPOSED GRADE@ CL OF ROADAC3.5VISTA ROAD 1 PLAN - LOCAL ACCESS RESIDENTIAL1"=30'PROP. SEWER STEP MAIN,SEE SHEET C6.1PROP. WATER MAIN,SEE SHEET C5.1SEE SHEET C4.1 FOROVERALL STORMSYSTEM DESIGNSEE SHEET C3.6 FORINTERSECTION DESIGNUTILITY EASEMENT(TYP.)PROPOSED MAIL BOXLOCATION, COORDINATEWITH USPS & CITY OF YELM10.00'58.00'10.00'PROPOSEDROW (TYP.)PROVIDE STOP/STREET SIGN,SEE INTERSECTION DETAILON SHEET C3.6SEE SHEET C3.4 FOR 104THAVE SE WIDENING PLANPROPOSEDSEWER STEP MAIN,SEE SHEET C6.1PROPOSED WATERMAIN, SEE SHEET C5.11234TELFAXwww.ahbl.comWEBTELFAXwww.ahbl.comWEBTELFAXwww.ahbl.comWEB2215 North 30th Street, Suite 300 Tacoma, WA 98403253.383.2422TEL253.383.2572FAXwww.ahbl.comWEBTACOMA SEATTLE SPOKANE TRI-CITIES27JMWGCHGCH08/16/2021SITEDEVELOPMENT2210152.10C/O MATT WEBER, PEAHBL, INC.2215 NORTH 30TH STREETSUITE 300TACOMA, WA 98403MILL PONDDEVELOPMENT, LLCTHE VISTA ATMILL PONDPRELIMINARY PLATA PORTION OF THE NE 1/4 OF THE NE 1/4 OF SEC. 25, TWN. 17N.,RGE. 01 E, W.M., CITY OF YELM, WASHINGTONTHE VISTA AT MILL PONDKnow what'sbelow.before you dig.CallRAPPLICATION #SEE SHEET C3.6 FORINTERSECTION DESIGNSEE SHEET C3.3SEE SHEET C3.2SEE SHEET C3.2SEE SHEET C3.4SEE SHEET C3.4VISTA ROAD 2
EVA
08/23/2021
1+002+003+004+005+006+007+00362362358360ssssssssssssssCB#8CB#11CB#10CB#9 STA: 3+97.50VISTA ROAD 2 = STA: 5+02.14VISTA ROAD 1STA:2+41.01, 2.50' RTCENTER OF C.D.S.PROVIDE MONUMENTSTA:4+00.01, 2.50' RTPROVIDE MONUMENTSTA:5+75.67, 2.50' RTCENTER OF C.D.S.PROVIDE MONUMENTS88° 19' 47"E334.66'350355360365370350355360365370-1.50%-1.00%1.00%1.50%PVI: 361.44PVI STA: 4+00.00K: 50.00100' VCBVCS: 3+50.00
BVCE: 361.94
EVCS: 4+50.00
EVCE: 361.94
LOW PT: 4+00.00
ELEV: 361.692+002+50363.15362.773+00362.44362.19
3+50361.94
361.75
4+00361.69
361.75
4+50361.94
362.19
5+00362.44
362.69
5+50363.07
363.44
6+00STA: 2+41.01ELEV: 363.28CENTER OF CDSSTA: 5+75.67ELEV: 363.45CENTER OF CDSSTA: 4+00.00ELEV: 361.69INTX. VISTAROAD 1STA: 5+25.01ELEV: 362.69GRADE BREAKSTA: 2+91.01ELEV: 362.53GRADE BREAKSTA: 3+15.82, 18.72 LIE: 359.86 12" (E)RIM: 361.86CB#8, CB TYPE 1100 LF 12" DI CL52 STM @ 0.80%STA: 4+00, 18.72 RIE: 359.26 12" (NE)RIM: 361.26CB#9, CB TYPE 141 LF 12" DI CL52 STM @ 0.50%STA: 4+15.65, 18.72 LIE: 359.06 12" (W)IE: 357.84 12" (N)IE: 357.84 12" (E)IE: 359.06 12" (SW)RIM: 361.14CB#11, CB TYPE 163 LF 12" CPEP STM @ 1.52%STA: 4+79, 18.72 LIE: 358.80 12" (W)RIM: 361.80CB#10, CB TYPE 1DATE: August 17, 2021 FILENAME: D:\Project Files\2021-02_Mill Pond\_Vista\2210152_SH_ROAD.dwgC3.27VISTA ROAD 2PLAN & PROFILENGRAPHIC SCALE03060 FEET1" = 30 FEET15MILL ROAD SE VISTA ROAD 2VISTA ROAD 2 PROFILEHORIZ. 1"=30', VERT. 1"=3'EXISTING ELEVATION@ CL OF ROADPROPOSED ELEVATION@ CL OF ROADEXISTING GRADE@ CL OF ROADPROPOSED GRADE@ CL OF ROADAC3.5VISTA ROAD 2 PLAN - LOCAL ACCESS RESIDENTIAL1"=30'PROPOSED SEWER STEPMAIN, SEE SHEET C6.2PROPOSED WATER MAIN,SEE SHEET C5.2SEE SHEET C3.6 FORINTERSECTION DESIGNSEE SHEET C3.7 FORCUL DE SAC DESIGNUTILITY EASEMENT(TYP.)PROPOSED ROW(TYP.)PROPOSEDSEWER STEPMAIN, SEESHEET C6.2PROP. WATER MAIN,SEE SHEET C5.21234TELFAXwww.ahbl.comWEBTELFAXwww.ahbl.comWEBTELFAXwww.ahbl.comWEB2215 North 30th Street, Suite 300 Tacoma, WA 98403253.383.2422TEL253.383.2572FAXwww.ahbl.comWEBTACOMA SEATTLE SPOKANE TRI-CITIES27JMWGCHGCH08/16/2021SITEDEVELOPMENT2210152.10C/O MATT WEBER, PEAHBL, INC.2215 NORTH 30TH STREETSUITE 300TACOMA, WA 98403MILL PONDDEVELOPMENT, LLCTHE VISTA ATMILL PONDPRELIMINARY PLATA PORTION OF THE NE 1/4 OF THE NE 1/4 OF SEC. 25, TWN. 17N.,RGE. 01 E, W.M., CITY OF YELM, WASHINGTONTHE VISTA AT MILL PONDKnow what'sbelow.before you dig.CallRAPPLICATION #VISTA ROAD 1SEE SHEET C3.1SEE SHEET C3.7 FORCUL DE SAC DESIGN10.00'58.00'10.00'R50.00'R50.00
'08/23/2021
352354356ss sssss
s0+751+002+003+004+004+57PC: 3+65.43PRC: 3+97.61PT: 4+29.79CB#12CB#13CB#141+46.51, 10.00' LTELEV 353.451+46.51, 10.00' RTELEV 353.854+29.79, 10.00' RTELEV 351.424+39.76, 9.07' RTELEV 351.554+39.81, 9.07' LTELEV 351.09S88° 27' 16"E265.43'Δ=18°26'11"R=100.00'L=32.18'Δ=18°26'11"R=100.00'L=32.18'S88° 27' 16"E27.51'2+71.50, 10.00' LTELEV 351.77END ASPHALTWEDGE CURB4+29.79, 10.00' LTELEV 351.023403453503553603403453503553601+00353.90353.831+50353.60353.262+00352.91352.572+50352.22351.953+00351.83351.72
3+50351.60
351.48
4+00351.36
351.24 STA: 0+81.28, 8.46 LIE: 351.24 12" (E)RIM: 353.24CB#12, CB TYPE 137 LF 12" DI CL52 STM @ 0.50%STA: 1+18.72, 8.47 LIE: 349.57 12" (S)IE: 349.57 12" (E)IE: 351.05 12" (W)RIM: 353.19CB#13, CB TYPE 1143 LF 12" CPEP STM @ 0.50%STA: 2+61.50, 8.50 LIE: 348.86 12" (W)IE: 348.86 12" (N)RIM: 351.89CB#14, CB TYPE 1STA: 1+30.50ELEV: 353.94MATCH BACKOF SIDEWALKSTA: 1+46.51ELEV: 353.65PVISTA: 2+66.50ELEV: 351.99PVISTA: 4+29.79ELEV: 351.22PVISTA: 4+39.79ELEV: 351.32MATCH EXST.DRIVEWAY APPROACH-1.81%-1.38%-0.47%1.00%1+19.50, 20.00' LTELEV 353.091+25.50, 10.83' LTELEV 353.481+30.50, 10.00' LTELEV 353.611+19.50, 20.00' RTELEV 354.511+25.50, 10.84' RTELEV 354.251+30.50, 10.00' RTELEV 354.311+35.50, 8.50' LTELEV 353.60DATE: August 17, 2021 FILENAME: D:\Project Files\2021-02_Mill Pond\_Vista\2210152_SH_ROAD.dwgC3.38TRACT 'B'PLAN & PROFILENGRAPHIC SCALE03060 FEET1" = 30 FEET15MILL ROAD SE
VISTAROAD 1TRACT 'B' PROFILEHORIZ. 1"=30', VERT. 1"=3'EXISTING ELEVATION@ CL OF ROADPROPOSED ELEVATION@ CL OF ROADEXISTING GRADE@ CL OF ROADPROPOSED GRADE@ CL OF ROADBC3.5TRACT 'B' - EVA1"=30'PROPOSED SEWER STEPMAIN, SEE SHEET C6.3SEE SHEET C4.1 FORSTORM SYSTEM DESIGNSEE DRIVEWAY DETAILTO THE RIGHTUTILITY EASEMENT(TYP.)PROPOSED ROW(TYP.)PROP. SEWER STEPMAIN, SEE SHEET C6.3EVA1234TELFAXwww.ahbl.comWEBTELFAXwww.ahbl.comWEBTELFAXwww.ahbl.comWEB2215 North 30th Street, Suite 300 Tacoma, WA 98403253.383.2422TEL253.383.2572FAXwww.ahbl.comWEBTACOMA SEATTLE SPOKANE TRI-CITIES27JMWGCHGCH08/16/2021SITEDEVELOPMENT2210152.10C/O MATT WEBER, PEAHBL, INC.2215 NORTH 30TH STREETSUITE 300TACOMA, WA 98403MILL PONDDEVELOPMENT, LLCTHE VISTA ATMILL PONDPRELIMINARY PLATA PORTION OF THE NE 1/4 OF THE NE 1/4 OF SEC. 25, TWN. 17N.,RGE. 01 E, W.M., CITY OF YELM, WASHINGTONTHE VISTA AT MILL PONDKnow what'sbelow.before you dig.CallRAPPLICATION #20.00'MATCH EXISTINGDRIVEWAYSEE SHEET C3.1SEE SHEET C3.1TRACT 'B' - DRIVEWAY DETAIL1"=5'EVAR10.00
'CEMENT CONCRETEROLLED CURB & GUTTER6" THICKCONCRETEAPPROACHSIDEWALK SHALL BE 6"THICK CONCRETE ATDRIVEWAY APPROACHR10.00'VISTA ROAD 1
TRANSITION TOASPHALT WEDGECURBASPHALTWEDGECURBCC3.56.00'5.00'PROP.WATERPROVIDEBOLLARDS1C3.3BOLLARD PLACEMENT DETAILFIXED BOLLARD DETAILREMOVABLE BOLLARD DETAIL3"Ø MIN.DRAIN PIPECLASS 3000CONCRETE1/8" MIN. THICKNESSGALVANIZED STEEL ORALUMINUM, INTERIOR SIDEDIMESIONS 1/2" GREATERTHAN POST DIMENSIONSPRESSURE TREATEDFIR/HEMLOCK, 0-4LBRETENTION 8"x8" S4Sx4'-0"1" CHAMFER(4 SIDES)3/4"1-1/2"4"1" CHAMFER(4 SIDES)3/4"1-1/2"4"CLASS 3000CONCRETE24"24"18"36"18"36"FIXEDBOLLARDREMOVABLE BOLLARDS,EVENLY SPACED BETWEENFIXED BOLLARDSFIXED BOLLARDUTILITY EASEMENT1/2" GALVANIZED EYEBOLT W/ WASHER ANDNUT. RECESS NUT ANDPEEN BOLT THREADS.500 LB. MIN. TESTGALVANIZED CHAINANCHORED IN CONCRETEPROVIDE PADLOCKCONNECTION TO EYE BOLTANCHOR WITH 6" x 3/8"DIAM. STEEL ROD1BOLLARD DETAILSNOT TO SCALE6' O.C.1'20' EVA08/23/2021
1+002+003+004+005+006+006+68S88° 27' 16"Ess CB#1CB#2CB#3CB#4CB#5CB#7CB#6 STA: 3+11.78 104TH AVE. SE = STA: 1+00.00 VISTA ROAD 1STA:1+55.29, 5.50' RTSAWCUTSTA:1+55.29, 21.00' RTBEGIN CURBSTA:6+32.36, 6.61' RTMATCH EXST. CURB3353403453503553353403453503551+001+50349.652+00349.34348.942+50348.69348.483+00348.27348.08
3+50347.80
347.48
4+00347.13
346.83
4+50346.58
346.45
5+00346.35
346.30
5+50346.31
346.37
6+00346.47
346.92
6+506+68.02STA: 2+30.20, 20.17 RIE: 345.92 12" (E)RIM: 348.51CB#1, CB TYPE 172 LF 12" CPEP STM @ 0.50%STA: 3+00.92, 32.54 RIE: 345.56 12" (W)IE: 345.56 12" (E)RIM: 347.56CB#2, CB TYPE 122 LF 12" DI CL52 STM @ 0.51%STA: 3+22.66, 32.54 RIE: 345.45 12" (W)IE: 345.45 12" (E)RIM: 347.56CB#3, CB TYPE 172 LF 12" CPEP STM @ 2.23%STA: 3+93.38, 20.17 RIE: 343.85 12" (W)IE: 343.85 12" (E)RIM: 346.85CB#4, CB TYPE 180 LF 12" CPEP STM @ 0.93%STA: 4+73.34, 20.17 RIE: 343.11 12" (W)IE: 343.11 12" (S)RIM: 346.11CB#5, CB TYPE 1STA: 5+33.68, 20.17 RIE: 343.41 12" (S)RIM: 345.95CB#7, CB TYPE 1STA: 1+55.29, 21.00' RTELEV: 349.43BEGIN CURBSTA: 2+31.2021.00' RTELEV: 348.50PCSTA: 1+83.99, 21.00' RTELEV: 349.25PVISTA: 2+34.3020.51' RTELEV: 348.49PTSTA: 2+54.28, 13.99' RTELEV: 348.45PCSTA: 2+57.38, 13.50' RTELEV: 348.43PTSTA: 2+75.79, 13.50' RTELEV: 348.28BCR-0.63%-1.59%-0.20%-0.81%STA: 3+47.79, 13.50' RTELEV: 347.63BCRSTA: 3+66.20, 13.50' RTELEV: 347.40PCSTA: 3+69.30, 13.99' RTELEV: 347.35PTSTA: 3+92.3821.00' RTELEV: 346.87PTSTA: 3+89.74, 20.64' RTELEV: 346.91PC-1.25%-2.15%-1.17%-0.52%1.06%2.45%3.44%PVI: 345.85PVI STA: 5+25.00K: 112.01100' VCBVCS: 4+75.00
BVCE: 346.11
EVCS: 5+75.00
EVCE: 346.03
LOW PT: 5+33.55
ELEV: 345.95 STA: 4+43.87, 21.00' RTELEV: 346.27PVISTA: 5+80.5620.51' RTELEV: 346.05PTSTA: 6+20.31, 7.55' RTELEV: 346.75PCSTA: 6+24.96, 6.57' RTELEV: 346.87PTSTA: 5+77.4621.00' RTELEV: 346.04PCSTA: 6+00.31, 14.07' RTELEV: 346.26PVISTA: 6+29.16, 6.59' RTELEV: 346.94PVISTA: 6+32.36, 6.61' RTELEV: 347.05MATCH EXST. CURBDATE: August 16, 2021 FILENAME: D:\Project Files\2021-02_Mill Pond\_Vista\2210152_SH_ROAD.dwgC3.49104TH AVE. SEPLAN & PROFILENGRAPHIC SCALE03060 FEET1" = 30 FEET15MILL ROAD SE
VISTAROAD 1104TH AVE. SE PROFILEHORIZ. 1"=30', VERT. 1"=3'EXISTING ELEVATION@ CL OF ROADPROPOSED ELEVATION@ SAWCUT, 5.5' FROM CLEXST. GRADE@ CL OF ROADPROP. CURBFLOW LINEDC3.5104TH AVE. SE1"=30'EXST. 6" SEWERSTEP MAINEXST. 10" WATER MAINSEE SHEET C4.1 FORSTORM SYSTEM DESIGNSEE SHEET C3.6 FORINTERSECTION DESIGNUTILITY EASEMENT(TYP.)PROPOSED ROW(TYP.)EXST. 10"WATER MAIN1234TELFAXwww.ahbl.comWEBTELFAXwww.ahbl.comWEBTELFAXwww.ahbl.comWEB2215 North 30th Street, Suite 300 Tacoma, WA 98403253.383.2422TEL253.383.2572FAXwww.ahbl.comWEBTACOMA SEATTLE SPOKANE TRI-CITIES27JMWGCHGCH08/16/2021SITEDEVELOPMENT2210152.10C/O MATT WEBER, PEAHBL, INC.2215 NORTH 30TH STREETSUITE 300TACOMA, WA 98403MILL PONDDEVELOPMENT, LLCTHE VISTA ATMILL PONDPRELIMINARY PLATA PORTION OF THE NE 1/4 OF THE NE 1/4 OF SEC. 25, TWN. 17N.,RGE. 01 E, W.M., CITY OF YELM, WASHINGTONTHE VISTA AT MILL PONDKnow what'sbelow.before you dig.CallRAPPLICATION #PROP. CURBFLOW LINEEXST. GRADE@ SAWCUT104TH AVE. SEEXST. 6" SEWER STEP MAIN,TELEPHONE, & 4" GAS29.00'10.00'SEE SHEET C3.1SAWCUT EXST.PAVEMENT, SEAL JOINT5.50'
21.00'08/23/2021
DATE: August 16, 2021 FILENAME: D:\Project Files\2021-02_Mill Pond\_Vista\2210152_SH_ROAD.dwgC3.510ROAD SECTIONSALOCAL ACCESS RESIDENTIALNOT TO SCALE0.17' HMA CI. 1/2" PG 64-220.17' CSTC0.67' GRAVEL BASECOMPACTED SUBGRADE2%2%2%2%2%58' RIGHT OF WAYCL OF ROWCONSTRUCTION CL
CEMENT CONCRETESIDEWALK PER YELMDWG. NO. 2-11CEMENT CONCRETE ROLLEDCURB AND GUTTER PER YELMDWG. NO. 2-13ROW
ROW 29' RIGHT OF WAY29' RIGHT OF WAY2.5'18.5'FLOW LINE
1'BACK OF CURB
6'LANDSCAPE5'SIDEWALK1'18.5'FLOW LINE 1'BACK OF CURB 6'LANDSCAPE1'CL PROFILE GRADED104TH AVE. SENOT TO SCALE0.17' HMA CI. 1/2" PG 64-220.17' CSTC0.67' GRAVEL BASECOMPACTED SUBGRADE2%2%CL OF ROWSAWCUT LINE
CEMENT CONCRETE BARRIERCURB AND GUTTER PER YELMDETAIL 2-13ROW
EXST. ROW
29' RIGHT OF WAY5.5'20'FLOW LINE 15.5'BACK OF CURB
6'LANDSCAPE1.5'EXST. ROAD CROWN5'±0.5'12'±38'±EXISTING SIDEWALKEXISTING LANDSCAPEMATCH EXST.ELEVATION @ SAWCUT1234TELFAXwww.ahbl.comWEBTELFAXwww.ahbl.comWEBTELFAXwww.ahbl.comWEB2215 North 30th Street, Suite 300 Tacoma, WA 98403253.383.2422TEL253.383.2572FAXwww.ahbl.comWEBTACOMA SEATTLE SPOKANE TRI-CITIES27JMWGCHGCH08/16/2021SITEDEVELOPMENT2210152.10C/O MATT WEBER, PEAHBL, INC.2215 NORTH 30TH STREETSUITE 300TACOMA, WA 98403MILL PONDDEVELOPMENT, LLCTHE VISTA ATMILL PONDPRELIMINARY PLATA PORTION OF THE NE 1/4 OF THE NE 1/4 OF SEC. 25, TWN. 17N.,RGE. 01 E, W.M., CITY OF YELM, WASHINGTONTHE VISTA AT MILL PONDKnow what'sbelow.before you dig.CallRAPPLICATION #BTRACT 'B' - EVA (STA:1+30.50 - STA:2+71.50)NOT TO SCALE0.17' HMA CI. 1/2" PG 64-220.17' CSTC0.67' GRAVEL BASECOMPACTED SUBGRADE2%TRACT LINE 20' MIN.8.50'FLOW LINECL PROFILEGRADECL TRACTTRACT LINE 1.50'10.00'4"CTRACT 'B' - EVA (STA:2+71.50 - STA:4+29.79)NOT TO SCALE0.17' HMA CI. 1/2" PG 64-220.17' CSTC0.67' GRAVEL BASECOMPACTED SUBGRADE2%TRACT LINE 32.00'10.00'CL PROFILEGRADECL TRACT
TRACT LINE
VARIES PER PLAN1" DROP FROM EOP10.00'08/23/2021
361.451.97%Δ=89°51'44"R=25.00'L=39.21'Δ=90°08'16"R=25.00'L=39.33'N1° 31' 57"ES88° 19' 47"E361.73361.75361.60361.50361.384+66.22, 11.00' LTELEV 360.33BCR4+66.05, 11.00' RTELEV 360.32BCRSTA:4+00.01, 2.50' RTPROVIDE MONUMENT STA: 5+02.14 VISTA ROAD 1 = STA: 3+97.50 VISTA ROAD 23+61.41, 11.00' LTELEV 361.56ECR4+33.41, 11.00' LTELEV 361.52ECRSTA:4+53.41, 11.00' LTPISTA:3+41.41, 11.00' LTPI361.43361.14360.78360.79361.15361.34361.31361.71361.68361.26361.84361.80361.41361.375.27%
6.39%361.68361.70STA:4+46.05,11.00' RTPISTA:4+46.22,11.00' LTPI359.25359.00359.24358.981.73%347.69Δ=90°00'47"R=25.00'L=39.28'Δ=89°59'13"R=25.00'L=39.26'N1° 31' 57"E S88° 27' 16"E347.74347.93347.83347.60347.60 STA: 3+11.78 104TH AVE SE = STA: 1+00.00 VISTA ROAD 1STA:3+14.28, 0.00'PROVIDE MONUMENTSTA:1+58.5111.00' LTPISTA:1+58.4911.00' RTPI347.84347.92347.84347.92347.56347.58347.73348.09348.43348.45347.56347.58347.69347.41347.35STA:2+55.79, 13.50' RTPISTA:3+67.79, 13.50' RTPI3+47.79, 13.50' RTELEV 347.63BCR2+75.79, 13.50' RTELEV 348.28BCR1+38.49, 11.00' RTELEV 347.59ECR1+38.51, 11.00' LTELEV 347.59ECRSTA:1+24.44 20.42' LTPROVIDE STOP/STREET SIGN348.21348.29348.10348.03348.311.64%DATE: August 16, 2021 FILENAME: D:\Project Files\2021-02_Mill Pond\_Vista\2210152_SH_ROAD.dwgC3.611INTERSECTIONDETAILSNGRAPHIC SCALE01020 FEET1" = 10 FEET5INTERSECTION DETAIL 104TH AVE SE & VISTA ROAD 11"=10'INTERSECTION DETAIL VISTA ROAD 1 & VISTA ROAD 21"=10'VISTA ROAD 2PROVIDE CURBTRANSITION, SEEDETAIL BELOWCEMENT CONCRETEBARRIER CURB & GUTTERPROPOSED MAIL BOXLOCATION, COORDINATEWITH USPS & CITY OF YELMSINGLE DIRECTION CURB RAMP,TYPE A PER WSDOT STD. PLANF-40.16-03 ON SHEET C3.10PERPENDICULAR CURB RAMP,TYPE B PER WSDOT STD. PLANF-40.15-04 ON SHEET C3.9CEMENT CONCRETEROLLED CURB & GUTTERPROP.ROWUTILITYEASEMENTUTILITYEASEMENTCEMENT CONCRETE BARRIERCURB AND GUTTERTAPERMAINTAIN EDGE OFCONCRETE CURBCEMENT CONCRETE ROLLEDCURB & GUTTER3'HANDTROWELLEDSECTION1234TELFAXwww.ahbl.comWEBTELFAXwww.ahbl.comWEBTELFAXwww.ahbl.comWEB2215 North 30th Street, Suite 300 Tacoma, WA 98403253.383.2422TEL253.383.2572FAXwww.ahbl.comWEBTACOMA SEATTLE SPOKANE TRI-CITIES27JMWGCHGCH08/16/2021SITEDEVELOPMENT2210152.10C/O MATT WEBER, PEAHBL, INC.2215 NORTH 30TH STREETSUITE 300TACOMA, WA 98403MILL PONDDEVELOPMENT, LLCTHE VISTA ATMILL PONDPRELIMINARY PLATA PORTION OF THE NE 1/4 OF THE NE 1/4 OF SEC. 25, TWN. 17N.,RGE. 01 E, W.M., CITY OF YELM, WASHINGTONTHE VISTA AT MILL PONDKnow what'sbelow.before you dig.CallRAPPLICATION #CEMENT CONCRETEROLLED CURB & GUTTERVISTA ROAD 1
VISTA ROAD 1 104TH AVE SE29.00'EXST.ROWPROP.ROWPROP.ROWUTILITYEASEMENTSINGLE DIRECTION CURB RAMP,TYPE A PER WSDOT STD. PLANF-40.16-03 ON SHEET C3.10EXISTING SIDEWALK FLUSH WITHADJACENT ASPHALT PAVEMENT13.50'5.00'58.00'
6.00'5.00'58.00'1CURB TRANSITION DETAILNOT TO SCALE08/23/2021
STA:5+75.67, 2.50'RTCENTER C.D.S.PROVIDE MONUMENT5+46.82, 27.23' RTELEV 362.42ECR362.445+27.84, 18.50' RTELEV 362.30BCR5+32.62, 18.50' LTELEV 362.37BCR5+49.70, 25.25' LTELEV 362.50ECR362.36362.58363.53363.92363.69363.49362.68362.50363.25363.29362.59STA:6+17.70, 18.59'RTEND SIDEWALKΔ=49°23'55"R=25.00'L=21.55'Δ=43°06'01"R=25.00'L=18.81'S88° 19' 47"ESTA:2+41.01, 2.50'RTCENTER C.D.S.PROVIDE MONUMENTSTA:1+99.76, 20.50'RTEND SIDEWALKΔ=49°23'55"R=25.00'L=21.55'Δ=43°06'01"R=25.00'L=18.81'2+88.84, 18.50' RTELEV 362.13BCR2+84.05, 18.50' LTELEV 362.20BCR2+69.86, 27.23' RTELEV 362.25ECR2+66.97, 25.25' LTELEV 362.33ECR362.19362.27362.33362.41363.08363.75363.12362.51362.42363.32363.52363.36S88° 19' 47"EDATE: August 16, 2021 FILENAME: D:\Project Files\2021-02_Mill Pond\_Vista\2210152_SH_ROAD.dwgC3.712CUL DE SACDETAILSNGRAPHIC SCALE01020 FEET1" = 10 FEET5EAST CUL DE SAC DETAIL VISTA ROAD 21"=10'VISTA ROAD 26.00'5.00'CEMENT CONCRETEROLLED CURB & GUTTERUTILITYEASEMENT1234TELFAXwww.ahbl.comWEBTELFAXwww.ahbl.comWEBTELFAXwww.ahbl.comWEB2215 North 30th Street, Suite 300 Tacoma, WA 98403253.383.2422TEL253.383.2572FAXwww.ahbl.comWEBTACOMA SEATTLE SPOKANE TRI-CITIES27JMWGCHGCH08/16/2021SITEDEVELOPMENT2210152.10C/O MATT WEBER, PEAHBL, INC.2215 NORTH 30TH STREETSUITE 300TACOMA, WA 98403MILL PONDDEVELOPMENT, LLCTHE VISTA ATMILL PONDPRELIMINARY PLATA PORTION OF THE NE 1/4 OF THE NE 1/4 OF SEC. 25, TWN. 17N.,RGE. 01 E, W.M., CITY OF YELM, WASHINGTONTHE VISTA AT MILL PONDKnow what'sbelow.before you dig.CallRAPPLICATION #WEST CUL DE SAC DETAIL VISTA ROAD 21"=10'VISTA ROAD 2R38
.
00
'R50.00
'UTILITYEASEMENTCEMENT CONCRETEROLLED CURB & GUTTER5.00'6.00'R38.00'R50.00'PROPROWPROPROW08/23/2021
DATE: August 16, 2021 FILENAME: D:\Project Files\2021-02_Mill Pond\_Vista\2210152_SH_ROAD.dwgC3.813ROADNOTES & DETAILS1.ALL WORKMANSHIP AND MATERIALS SHALL BE IN ACCORDANCE WITH CITYOF YELM STANDARDS, AND THE MOST CURRENT COPY OF THE STATE OFWASHINGTON STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, ANDMUNICIPAL CONSTRUCTION.2.THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TRAFFIC CONTROL INACCORDANCE WITH MUTCD. PRIOR TO DISRUPTION OF ANY TRAFFIC,TRAFFIC CONTROL PLANS SHALL BE PREPARED AND SUBMITTED TO THECITY FOR APPROVAL. NO WORK SHALL COMMENCE UNTIL ALL APPROVEDTRAFFIC CONTROL IS IN PLACE.3.ALL CURB AND GUTTER, STREET GRADES, SIDEWALK GRADES, AND ANYOTHER VERTICAL AND/OR HORIZONTAL ALIGNMENT SHALL BE STAKED BYAN ENGINEERING OR SURVEYING FIRM CAPABLE OF PERFORMING SUCHWORK.4.WHERE NEW ASPHALT JOINS EXISTING, THE EXISTING ASPHALT SHALL BECUT TO A NEAT VERTICAL EDGE AND TACKED WITH ASPHALT EMULSIONTYPE CSS-1 IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS. THENEW ASPHALT SHALL BE FEATHERED BACK OVER EXISTING TO PROVIDEFOR A SEAL AT THE SAW CUT LOCATION AND THE JOINT SEALED WITHGRADE AR-4000W PAVING ASPHALT.5.COMPACTION OF SUBGRADE, ROCK, AND ASPHALT SHALL BE INACCORDANCE WITH THE STANDARD SPECIFICATIONS.6.SUBGRADE INSPECTION SHALL BE PERFORMED BY AN APPROVED TESTINGFIRM AND FORMS SHALL BE INSPECTED FOR LINE AND GRADE BY ANENGINEER BEFORE POURING CONCRETE.7.CERTIFICATION AS TO CONFORMANCE SHALL BE PROVIDED TO THE CITYPRIOR TO ACCEPTANCE OF WORK.8.THE CONTRACTOR/DEVELOPER SHALL FURNISH AND INSTALL ALLPERMANENT SIGNING.GENERAL NOTES (STREET CONSTRUCTION)CEMENT CONCRETEROLLED CURB & GUTTERPL5' MINFROM PLDRIVEWAY PORTION OFSIDEWALK TO BE 6" THICK6'20' MAX.5' SIDEWALK PER CITY OFYELM DWG NO. 2-11BACK OFCURB6" THICK CEMENTCONCRETE DRIVEWAY2%2%2%4" CONCRETE(6" @ DRIVEWAY LOCATIONS)CEMENT CONCRETEROLLED CURB AND GUTTER5' SIDEWALK6' LANDSCAPE1.SEE CITY OF YELM DWG. NO 2-11 FOR ADDITIONAL NOTES & DETAILS2.MINIMUM CONCRETE DEPTH OF 6" IS REQUIRED AT ALL PROPOSED DRIVEWAY LOCATIONSNOTES1SIDEWALK DETAILNOT TO SCALE1.DRIVEWAY LOCATIONS TO BE IDENTIFIED BYTHE CONTRACTOR PRIOR TO POURING THESIDEWALKS OR ALL SIDEWALKS SHALL BE 6"THICK.NOTES2DRIVEWAY PLACEMENT DETAILNOT TO SCALE1234TELFAXwww.ahbl.comWEBTELFAXwww.ahbl.comWEBTELFAXwww.ahbl.comWEB2215 North 30th Street, Suite 300 Tacoma, WA 98403253.383.2422TEL253.383.2572FAXwww.ahbl.comWEBTACOMA SEATTLE SPOKANE TRI-CITIES27JMWGCHGCH08/16/2021SITEDEVELOPMENT2210152.10C/O MATT WEBER, PEAHBL, INC.2215 NORTH 30TH STREETSUITE 300TACOMA, WA 98403MILL PONDDEVELOPMENT, LLCTHE VISTA ATMILL PONDPRELIMINARY PLATA PORTION OF THE NE 1/4 OF THE NE 1/4 OF SEC. 25, TWN. 17N.,RGE. 01 E, W.M., CITY OF YELM, WASHINGTONTHE VISTA AT MILL PONDKnow what'sbelow.before you dig.CallRAPPLICATION #08/23/2021
DATE: August 16, 2021 FILENAME: D:\Project Files\2021-02_Mill Pond\_Vista\2210152_SH_ROAD.dwgC3.914CURB RAMP DETAILS1234TELFAXwww.ahbl.comWEBTELFAXwww.ahbl.comWEBTELFAXwww.ahbl.comWEB2215 North 30th Street, Suite 300 Tacoma, WA 98403253.383.2422TEL253.383.2572FAXwww.ahbl.comWEBTACOMA SEATTLE SPOKANE TRI-CITIES27JMWGCHGCH08/16/2021SITEDEVELOPMENT2210152.10C/O MATT WEBER, PEAHBL, INC.2215 NORTH 30TH STREETSUITE 300TACOMA, WA 98403MILL PONDDEVELOPMENT, LLCTHE VISTA ATMILL PONDPRELIMINARY PLATA PORTION OF THE NE 1/4 OF THE NE 1/4 OF SEC. 25, TWN. 17N.,RGE. 01 E, W.M., CITY OF YELM, WASHINGTONTHE VISTA AT MILL PONDKnow what'sbelow.before you dig.CallRAPPLICATION #08/23/2021
DATE: August 16, 2021 FILENAME: D:\Project Files\2021-02_Mill Pond\_Vista\2210152_SH_ROAD.dwgC3.1015CURB RAMP DETAILS1234TELFAXwww.ahbl.comWEBTELFAXwww.ahbl.comWEBTELFAXwww.ahbl.comWEB2215 North 30th Street, Suite 300 Tacoma, WA 98403253.383.2422TEL253.383.2572FAXwww.ahbl.comWEBTACOMA SEATTLE SPOKANE TRI-CITIES27JMWGCHGCH08/16/2021SITEDEVELOPMENT2210152.10C/O MATT WEBER, PEAHBL, INC.2215 NORTH 30TH STREETSUITE 300TACOMA, WA 98403MILL PONDDEVELOPMENT, LLCTHE VISTA ATMILL PONDPRELIMINARY PLATA PORTION OF THE NE 1/4 OF THE NE 1/4 OF SEC. 25, TWN. 17N.,RGE. 01 E, W.M., CITY OF YELM, WASHINGTONTHE VISTA AT MILL PONDKnow what'sbelow.before you dig.CallRAPPLICATION #08/23/2021
DATE: August 16, 2021 FILENAME: D:\Project Files\2021-02_Mill Pond\_Vista\2210152_SH_ROAD.dwgC3.1116CURB RAMP DETAILS1234TELFAXwww.ahbl.comWEBTELFAXwww.ahbl.comWEBTELFAXwww.ahbl.comWEB2215 North 30th Street, Suite 300 Tacoma, WA 98403253.383.2422TEL253.383.2572FAXwww.ahbl.comWEBTACOMA SEATTLE SPOKANE TRI-CITIES27JMWGCHGCH08/16/2021SITEDEVELOPMENT2210152.10C/O MATT WEBER, PEAHBL, INC.2215 NORTH 30TH STREETSUITE 300TACOMA, WA 98403MILL PONDDEVELOPMENT, LLCTHE VISTA ATMILL PONDPRELIMINARY PLATA PORTION OF THE NE 1/4 OF THE NE 1/4 OF SEC. 25, TWN. 17N.,RGE. 01 E, W.M., CITY OF YELM, WASHINGTONTHE VISTA AT MILL PONDKnow what'sbelow.before you dig.CallRAPPLICATION #08/23/2021
LOT 15LOT 16LOT 9LOT 17LOT 10LOT 18LOT 11LOT 12LOT 5LOT 13LOT 14LOT 24LOT 23LOT 22LOT 21LOT 25TRACT 'B'LOT 26LOT 27LOT 28LOT 29TRACT 'A'LOT 6LOT 1LOT 2LOT 3LOT 4LOT 7LOT 8LOT 19LOT 20PAD348.00PAD350.00PAD351.00PAD352.00PAD352.00PAD352.00PAD362.00PAD362.00PAD362.00PAD363.00PAD363.00PAD363.00PAD362.00PAD362.00PAD361.00PAD361.00PAD361.00PAD362.00PAD362.00PAD363.00PAD364.00PAD363.00PAD363.00PAD363.00PAD362.00PAD362.00PAD362.00PAD352.00PAD352.00PAD352.00PAD353.00PAD353.00PAD352.00PAD351.00PAD350.00PAD348.00349350351352352362362363363362362363362361352360358356354352350348
348344346347351350348350348363S88° 19' 47"E331.32'S88° 19' 47"E311.32'S1° 31' 57"W238.00'N88° 19' 47"W150.00'S1° 31' 57"W290.00'N88° 19' 47"W181.37'N88° 19' 47"W311.37'N1° 32' 36"E 528.00'BW: 360.40TW: 362.00BW: 358.23TW: 362.00BW: 355.53TW: 359.10BW: 355.78TW: 362.00BW: 352.00TW: 354.41BW: 352.00TW: 352.73BW: 364.00TW: 364.00BW: 356.24TW: 363.00BW: 360.38TW: 363.00BW: 354.03TW: 363.00BW: 353.14TW: 353.00CB#1R1CB#2R2CB#3R3CB#4R4CB#5CB#7R7
OUT#2R5CB#6R6OUT#1R14
CB#14R13CB#13R12CB#12R11CB#8R8CB#11R10CB#10R9CB#9361365366369365370363362
361353BW: 360.78TW: 364.00CB#1CB TYPE 1N: 591477.46, E: 1112539.00RIM = 348.51IE = 345.92 (12" E)CB#2CB TYPE 1N: 591463.18, E: 1112609.36RIM = 347.56IE = 345.56 (12" W)IE = 345.56 (12" E)CB#3CB TYPE 1N: 591462.60, E: 1112631.09RIM = 347.56IE = 345.45 (12" W)IE = 345.45 (12" E)CB#4CB TYPE 1N: 591473.06, E: 1112702.12RIM = 346.85IE = 343.85 (12" W)IE = 343.85 (12" E)CB#5CB TYPE 1N: 591470.90, E: 1112782.05RIM = 346.11IE = 343.11 (12" W)IE = 343.11 (12" S)CB#6CB TYPE 1N: 591435.08, E: 1112781.08RIM = 347.89IE = 342.93 (12" S)IE = 342.93 (12" E)IE = 342.93 (12" N)CB#7CB TYPE 1N: 591469.27, E: 1112842.37RIM = 345.95IE = 343.41 (12" S)CB#8CB TYPE 1N: 591114.52, E: 1112529.24RIM = 361.86IE = 359.86 (12" E)CB#9CB TYPE 1N: 591074.64, E: 1112612.29RIM = 361.26IE = 359.26 (12" NE)CB#10CB TYPE 1N: 591109.76, E: 1112692.35RIM = 361.80IE = 358.80 (12" W)CB#11CB TYPE 1N: 591111.61, E: 1112629.03RIM = 361.14IE = 359.06 (12" W)IE = 357.84 (12" N)IE = 357.84 (12" E)IE = 359.06 (12" SW)CB#12CB TYPE 1N: 591255.47, E: 1112595.95RIM = 353.24IE = 351.24 (12" E)CB#13CB TYPE 1N: 591254.47, E: 1112633.37RIM = 353.19IE = 349.57 (12" S)IE = 349.57 (12" E)IE = 351.05 (12" W)CB#14CB TYPE 1N: 591250.65, E: 1112776.10RIM = 351.89IE = 348.86 (12" W)IE = 348.86 (12" N)OUT#1DISCHARGE TO SWALEN: 591434.58, E: 1112799.83RIM = 344.10IE = 342.75 (12" W)OUT#2DISCHARGE TO SWALEN: 591436.95, E: 1112841.50RIM = 344.36IE = 343.25 (12" N)R1R2R3R4R5R6R7R8R9R10R11R12R13R1472 LF 12" CPEP @ 0.50%22 LF 12" DI CL52 @ 0.51%72 LF 12" CPEP @ 2.23%80 LF 12" CPEP @ 0.93%36 LF 12" CPEP @ 0.50%19 LF 12" CPEP @ 0.96%32 LF 12" CPEP @ 0.50%100 LF 12" DI CL52 @ 0.80%41 LF 12" DI CL52 @ 0.50%63 LF 12" CPEP @ 1.52%143 LF 12" CPEP @ 5.79%37 LF 12" DI CL52 @ 0.50%143 LF 12" CPEP @ 0.50%185 LF 12" CPEP @ 3.21%DATE: August 17, 2021 FILENAME: D:\Project Files\2021-02_Mill Pond\_Vista\2210152_SH_GRAD.dwgC4.117OVERALL GRADING& STORM PLANNGRAPHIC SCALE04080 FEET1" = 40 FEET201234TELFAXwww.ahbl.comWEBTELFAXwww.ahbl.comWEBTELFAXwww.ahbl.comWEB2215 North 30th Street, Suite 300 Tacoma, WA 98403253.383.2422TEL253.383.2572FAXwww.ahbl.comWEBTACOMA SEATTLE SPOKANE TRI-CITIES27JMWGCHGCH08/16/2021SITEDEVELOPMENT2210152.10C/O MATT WEBER, PEAHBL, INC.2215 NORTH 30TH STREETSUITE 300TACOMA, WA 98403MILL PONDDEVELOPMENT, LLCTHE VISTA ATMILL PONDPRELIMINARY PLATA PORTION OF THE NE 1/4 OF THE NE 1/4 OF SEC. 25, TWN. 17N.,RGE. 01 E, W.M., CITY OF YELM, WASHINGTONTHE VISTA AT MILL PONDKnow what'sbelow.before you dig.CallRAPPLICATION #104TH AVE SEVISTA ROAD 2VISTA ROAD 1
104TH PL SEMILL RD SE
PROPOSED WALL,BY OTHERS UNDERSEPARATE PERMITROOF RUNOFF SHALL BE INFILTRATED WITHIN PRIVATESYSTEM LOCATED ON EACH LOT. INDIVIDUAL SYSTEMDESIGN SHALL BE PROVIDED DURING BUILDINGPERMITTING PROCESS.ROOF RUNOFFPROPOSED BIO-RETENTIONSWALE/INFILTRATION AREA,SEE DETAIL ON SHEET C4.2STORM STRUCTURE TABLESTORM PIPE TABLEPROPOSED WALL,BY OTHERS UNDERSEPARATE PERMIT08/23/2021
TRACT 'A'349348344346347N88° 19' 47"W311.37'32 LF 12" CPEP @ 0.50%CB#7RIM: 345.95STA: 5+33.68, 20.17 RTIE: 343.41 12" (S)CB#6RIM: 347.89STA: 4+73.34, 56.00 RTIE: 342.93 12" (S)IE: 342.93 12" (E)IE: 342.93 12" (N)19 LF 12" CPEP@ 0.96%OUT#1STA: 4+92.09, 56.00 RTIE: 342.75 12" (W)PROVIDE ROCKOUTLET PROTECTIONOUT#2STA: 5+33.68, 52.50 RTIE: 343.25 12" (N)PROVIDE ROCKOUTLET PROTECTION5+006+006+686+11.09, 52.50' RELEV 343.256+13.59, 55.00' RELEV 343.256+13.59, 60.50' RELEV 343.256+10.59, 63.50' RELEV 343.254+93.59, 63.50' RELEV 343.254+90.59, 60.50' RELEV 343.254+93.09, 52.50' RELEV 343.25DATE: August 16, 2021 FILENAME: D:\Project Files\2021-02_Mill Pond\_Vista\2210152_SH_GRAD.dwgC4.218STORM SWALEPLANNGRAPHIC SCALE01020 FEET1" = 10 FEET51234TELFAXwww.ahbl.comWEBTELFAXwww.ahbl.comWEBTELFAXwww.ahbl.comWEB2215 North 30th Street, Suite 300 Tacoma, WA 98403253.383.2422TEL253.383.2572FAXwww.ahbl.comWEBTACOMA SEATTLE SPOKANE TRI-CITIES27JMWGCHGCH08/16/2021SITEDEVELOPMENT2210152.10C/O MATT WEBER, PEAHBL, INC.2215 NORTH 30TH STREETSUITE 300TACOMA, WA 98403MILL PONDDEVELOPMENT, LLCTHE VISTA ATMILL PONDPRELIMINARY PLATA PORTION OF THE NE 1/4 OF THE NE 1/4 OF SEC. 25, TWN. 17N.,RGE. 01 E, W.M., CITY OF YELM, WASHINGTONTHE VISTA AT MILL PONDKnow what'sbelow.before you dig.CallRAPPLICATION #104TH AVE SEMILL RD SEBC3.5AC3.51C4.31C4.334634434323.50'11.00'PROPOSED UTILITYEASEMENTPROPOSED UTILITYEASEMENTSEE SHEET C4.1FOR CONTINUATIONOF STORM SYSTEMSEE SHEET C3.4FOR CONTINUATIONOF STORM SYSTEM08/23/2021
3383403453503383403453501+00348.00344.371+50342.75342.75
2+00342.75
342.75
2+50342.80
348.34
2+80348.543383403453503383403453501+00346.55344.331+50345.40348.62DATE: August 16, 2021 FILENAME: D:\Project Files\2021-02_Mill Pond\_Vista\2210152_SH_GRAD.dwgC4.319STORM SWALESECTIONS & DETAILS1234TELFAXwww.ahbl.comWEBTELFAXwww.ahbl.comWEBTELFAXwww.ahbl.comWEB2215 North 30th Street, Suite 300 Tacoma, WA 98403253.383.2422TEL253.383.2572FAXwww.ahbl.comWEBTACOMA SEATTLE SPOKANE TRI-CITIES27JMWGCHGCH08/16/2021SITEDEVELOPMENT2210152.10C/O MATT WEBER, PEAHBL, INC.2215 NORTH 30TH STREETSUITE 300TACOMA, WA 98403MILL PONDDEVELOPMENT, LLCTHE VISTA ATMILL PONDPRELIMINARY PLATA PORTION OF THE NE 1/4 OF THE NE 1/4 OF SEC. 25, TWN. 17N.,RGE. 01 E, W.M., CITY OF YELM, WASHINGTONTHE VISTA AT MILL PONDKnow what'sbelow.before you dig.CallRAPPLICATION #EXISTING AND/ORPROPOSED GROUND1' MIN.4" MIN. FACEQUARRY ROCK12" MIN. DEPTHOUTFALL PIPEOUTFALL PIPEGEOTEXTILE FABRICUNDER ROCK1ROCK OUTFALL PROTECTIONNOT TO SCALE7' MIN4' MIN.ASTORM SWALE SECTION 'A'HORIZ. 1"=10', VERT. 1"=2'BSTORM SWALE SECTION 'B'HORIZ. 1"=10', VERT. 1"=2'BIO-RETENTION SOIL NOTES1.BIO-RETENTION SOIL MIX SHALL CONSIST OF 60% WELL GRADED AGGREGATE MEETING THE GRADATION BELOW AND40% FINE OR MEDIUM COMPOST PER WSDOT SPEC. 9-14.4(8). THE MATERIAL SHALL BE UNIFORMLY MIXED AND MEETTHE FOLLOWING MINIMUM CHARACTERISTICS.·MIN. INFILTRATION RATE OF 3 INCHES PER HOUR AND MAXIMUM OF 12 INCHES PER HOUR WHEN COMPACTEDTO 85% MDD.·MINIMUM CATION EXCHANGE CAPACITY (CEC) OF 5 meq/100 GRAMS.·5-8% ORGANIC MATTER CONTENT BY WEIGHT.AGGREGATE GRADATIONSIEVE SIZEPERCENT PASSING38"100#495-100#1075-90#4025-40#1004-10#2002-52.BIO-RETENTION TREATMENT SOIL SHALL BE COMPACTED TO 85% MDD MAX.EXISTING GRADEPROPOSED GRADE18" MIN. BIO-RETENTIONSOIL MIX, SEE NOTES3:1EXISTINGELEVATIONPROPOSEDELEVATIONBIO-RETENTION BOTTOM = 342.753:
1 PROPOSED LOTPROPOSED UTILITYEASEMENTEXISTING GRADEPROPOSED GRADEBR BOTTOMELEV. = 342.7518" MIN. BIO-RETENTIONSOIL MIX, SEE NOTES3:13:1EXISTINGELEVATIONPROPOSEDELEVATIONINFILTRATION BASINBOTTOM = 343.254.00'1.50'4.00'PROPOSED ROW5:1 PROPOSED UTILITYEASEMENTPROPOSED ROW08/23/2021
sssssssssssssssLOT 15LOT 16LOT 5LOT 13LOT 14LOT 25LOT 26LOT 27LOT 28LOT 29LOT 1LOT 2LOT 3LOT 40+501+002+003+004+005+00STA:0+84.95, 6.00' RTCONNECT TO EXST. 10" WATER MAINPOTHOLE TO CONFIRM DEPTH &LOCATION PRIOR TO WATER MAINCONSTRUCTION, SEE YELMDWG. NO. 4-10 ON SHEET C5.3STA:1+89.00, 21.50' LT58" DUAL METER SERVICESEE WATER NOTE #2STA:4+96.12, 6.00' RT1-8" TEE (FL)2-8" GATE VALVES (FLxMJ)1-8" COUPLING ADAPTER (FLxMJ)1-CONC. THRUST BLOCKSTA:2+89.00, 21.50' LT58" DUAL METER SERVICESEE WATER NOTE #2STA:2+93.99, 21.50' RT58" DUAL METER SERVICESEE WATER NOTE #2STA:1+88.99, 21.50' RT58" DUAL METER SERVICESEE WATER NOTE #2STA:1+36.01, 21.50' LT58" SINGLE IRRIGATION METER, SEE WATER NOTE #1PROVIDE DCVA BACKFLOW PREVENTIONIMMEDIATELY DOWNSTREAM FROM METERPER YELM DWG. NO. 4-16 ON SHEET C5.4STA:4+78.33, 6.00' RTFIRE HYDRANT ASSEMBLYSEE YELM DWG. NO 4-7ON SHEET C5.3STA:4+78.33, 18.97' RTCENTER OF FIRE HYDRANT3403453503553603653403453503553603650+50347.581+00348.29348.441+50349.26350.022+00350.72351.212+50351.48
351.65
3+00351.37
351.18
3+50351.37
351.53
4+00352.13
353.07
4+50354.84
359.43
5+00364.04
366.62
5+50367.32 STA: 0+84.95CONNECT TO EXST.10" WATER MAINSTA: 1+36.011" WATER SERVICESTA: 1+88.001" WATER SERVICESTA: 1+89.001" WATER SERVICESTA: 2+89.001" WATER SERVICESTA: 2+93.991" WATER SERVICESTA: 4+78.33FIRE HYDRANTASSEMBLYSTA: 4+96.121-8" TEE (FL)2-8" GATE VALVES (FLxMJ)1-8" COUPLING ADAPTER (FLxMJ)1-CONC. THRUST BLOCK8" PVC C900 L=393'8" PVC C900 L=18'DATE: August 16, 2021 FILENAME: D:\Project Files\2021-02_Mill Pond\_Vista\2210152_SH_WATR.dwgC5.120VISTA ROAD 1 WATERPLAN & PROFILEN
GRAPHIC SCALE03060 FEET1" = 30 FEET15EXST. 10" WATER104TH AVE SE
VISTA ROAD 1PROP. 2.5" SEWERSTEP MAIN, SEESHEET C6.16.00'
6.00'PROP. 2.5" SEWER STEPMAIN, SEE SHEET C6.1VISTA ROAD 1 WATER PROFILEHORIZ. 1"=30', VERT. 1"=3'EXISTING ELEVATION@ CL OF ROADPROPOSED ELEVATION@ CL OF ROADEXISTING GRADE@ CL OF ROADPROPOSED GRADE@ CL OF ROADVISTA ROAD 1 WATER PLAN1"=30'3.5' MIN.EXST.4" GASEXST. TELEPHONEEXST. 4" GASEXST. 6" SEWERSTEP MAINEXST. TELEPHONE1234TELFAXwww.ahbl.comWEBTELFAXwww.ahbl.comWEBTELFAXwww.ahbl.comWEB2215 North 30th Street, Suite 300 Tacoma, WA 98403253.383.2422TEL253.383.2572FAXwww.ahbl.comWEBTACOMA SEATTLE SPOKANE TRI-CITIES27JMWGCHGCH08/16/2021SITEDEVELOPMENT2210152.10C/O MATT WEBER, PEAHBL, INC.2215 NORTH 30TH STREETSUITE 300TACOMA, WA 98403MILL PONDDEVELOPMENT, LLCTHE VISTA ATMILL PONDPRELIMINARY PLATA PORTION OF THE NE 1/4 OF THE NE 1/4 OF SEC. 25, TWN. 17N.,RGE. 01 E, W.M., CITY OF YELM, WASHINGTONTHE VISTA AT MILL PONDKnow what'sbelow.before you dig.CallRAPPLICATION #VISTA ROAD 2
EVAPROP. 12" STORM,SEE SHEET C3.1PROP. 12" STORM,SEE SHEET C3.1PROP. 12" STORM,SEE SHEET C3.1SEE SHEET C5.2SEE SHEET C5.2PROP. 12" STORM,SEE SHEET C3.1EXST. 6" SEWER STEP MAIN, POTHOLETO CONFIRM DEPTH AND LOCATIONPRIOR TO WATER MAIN CONSTRUCTION,IF VERTICAL SEPARATION IS LESS THAN18", PROVIDE 20' CASING FOR PROP. 8"WATER CENTERED AT CROSSINGPROP. 2" SEWER STEPMAIN, SEE SHEET C6.1PROVIDE PAVEMENTRESTORATION PER YELMDWG. NO 2-10 ON SHEET C5.4EXST. FIREHYDRANT1.SEE CITY OF YELM DWG. NO. 4-1 ON SHEET C5.3 FOR 58"SINGLE METER SERVICE.2.SEE CITY OF YELM DWG. NO. 4-2 ON SHEET C5.3 FOR 58" DUALMETER SERVICE.WATER NOTES08/23/2021
ssssssssssssss
LOT 15LOT 16LOT 9LOT 17LOT 10LOT 18LOT 11LOT 12LOT 5LOT 13LOT 14LOT 24LOT 23LOT 22LOT 21LOT 25LOT 6LOT 7LOT 8LOT 19LOT 207+001+002+003+004+005+006+00STA:3+91.49, 6.00' LT1-8" TEE (FL)2-8" GATE VALVES (FLxMJ)1-8" COUPLING ADAPTER (FLxMJ)1-CONC. THRUST BLOCKSTA:3+18.43, 21.50' RT58" DUAL METER SERVICESEE WATER NOTE #2BLOCKSTA:4+30.43, 21.50' RT58" DUAL METER SERVICESEE WATER NOTE #2STA:5+45.33, 30.08' RT58" DUAL METER SERVICESEE WATER NOTE #2STA:6+05.35, 30.79' RT58" DUAL METER SERVICESEE WATER NOTE #2STA:6+15.04, 8.94' LT58" DUAL METER SERVICESEE WATER NOTE #2STA:5+94.72, 33.81' LT58" DUAL METER SERVICESEE WATER NOTE #2STA:4+88.95, 21.50' LT58" DUAL METER SERVICESEE WATER NOTE #2STA:3+01.93, 21.50' LT58" SINGLE METER SERVICESEE WATER NOTE #1STA:2+40.91, 38.50' LT58" DUAL METER SERVICESEE WATER NOTE #2STA:2+26.59, 40.88' RT58" DUAL METER SERVICESEE WATER NOTE #2STA:2+03.43, 18.90' RT58" DUAL METER SERVICESEE WATER NOTE #2STA:6+16.80, 6.00' LTEND 8" WATER MAINPROVIDE 2" BLOWOFF ASSEMBLY,SEE YELM DWG. NO. 4-9ON SHEET C5.3STA:1+99.87, 6.00' LTEND 8" WATER MAINPROVIDE 2" BLOWOFF ASSEMBLY,SEE YELM DWG. NO. 4-9ON SHEET C5.33503553603653703503553603653701+00361.68361.961+50362.34363.092+00364.06364.582+50364.96365.513+00365.38365.47
3+50365.58
365.69
4+00364.90
364.58
4+50364.07
362.18
5+00360.94
359.59
5+50358.71
358.30
6+00357.38
356.36
6+50355.59 STA: 1+99.87END 8" WATER MAINPROVIDE 2" BLOWOFF ASSEMBLY,SEE YELM DWG. NO. 4-9ON SHEET C5.3STA: 6+16.80END 8" WATER MAINPROVIDE 2" BLOWOFF ASSEMBLY,SEE YELM DWG. NO. 4-9ON SHEET C5.3STA: 2+09.441" WATER SERVICESTA: 2+11.441" WATER SERVICESTA: 2+40.911" WATER SERVICESTA: 3+01.931" WATER SERVICESTA: 3+18.431" WATER SERVICESTA: 4+30.431" WATER SERVICESTA: 4+88.951" WATER SERVICESTA: 5+49.731" WATER SERVICESTA: 5+91.151" WATER SERVICESTA: 5+97.731" WATER SERVICESTA: 6+09.181" WATER SERVICESTA: 3+91.491-8" TEE (FL)2-8" GATE VALVES (FLxMJ)1-8" COUPLING ADAPTER (FLxMJ)1-CONC. THRUST BLOCKDATE: August 16, 2021 FILENAME: D:\Project Files\2021-02_Mill Pond\_Vista\2210152_SH_WATR.dwgC5.221VISTA ROAD 2 WATERPLAN & PROFILENGRAPHIC SCALE03060 FEET1" = 30 FEET15VISTA ROAD 2MILL RD SE
6.00'6.00'PROP. 12" STORM,SEE SHEET C3.1VISTA ROAD 2 WATER PROFILEHORIZ. 1"=30', VERT. 1"=3'EXISTING ELEVATION@ CL OF ROADPROPOSED ELEVATION@ CL OF ROADEXISTING GRADE@ CL OF ROADPROPOSED GRADE@ CL OF ROADVISTA ROAD 2 WATER PLAN1"=30'3.5' MIN.1234TELFAXwww.ahbl.comWEBTELFAXwww.ahbl.comWEBTELFAXwww.ahbl.comWEB2215 North 30th Street, Suite 300 Tacoma, WA 98403253.383.2422TEL253.383.2572FAXwww.ahbl.comWEBTACOMA SEATTLE SPOKANE TRI-CITIES27JMWGCHGCH08/16/2021SITEDEVELOPMENT2210152.10C/O MATT WEBER, PEAHBL, INC.2215 NORTH 30TH STREETSUITE 300TACOMA, WA 98403MILL PONDDEVELOPMENT, LLCTHE VISTA ATMILL PONDPRELIMINARY PLATA PORTION OF THE NE 1/4 OF THE NE 1/4 OF SEC. 25, TWN. 17N.,RGE. 01 E, W.M., CITY OF YELM, WASHINGTONTHE VISTA AT MILL PONDKnow what'sbelow.before you dig.CallRAPPLICATION #VISTA ROAD 1SEE SHEET C5.1PROP. 2" SEWERSTEP MAIN, SEESHEET C6.2PROP. 12" STORM,SEE SHEET C3.2PROP. 2" SEWER STEPMAIN, SEE SHEET C6.21.SEE CITY OF YELM DWG. NO. 4-1 ON SHEET C5.3 FOR 58"SINGLE METER SERVICE.2.SEE CITY OF YELM DWG. NO. 4-2 ON SHEET C5.3 FOR 58" DUALMETER SERVICE.WATER NOTES08/23/2021
DATE: August 16, 2021 FILENAME: D:\Project Files\2021-02_Mill Pond\_Vista\2210152_SH_WATR.dwgC5.322WATERNOTES & DETAILS1234TELFAXwww.ahbl.comWEBTELFAXwww.ahbl.comWEBTELFAXwww.ahbl.comWEB2215 North 30th Street, Suite 300 Tacoma, WA 98403253.383.2422TEL253.383.2572FAXwww.ahbl.comWEBTACOMA SEATTLE SPOKANE TRI-CITIES27JMWGCHGCH08/16/2021SITEDEVELOPMENT2210152.10C/O MATT WEBER, PEAHBL, INC.2215 NORTH 30TH STREETSUITE 300TACOMA, WA 98403MILL PONDDEVELOPMENT, LLCTHE VISTA ATMILL PONDPRELIMINARY PLATA PORTION OF THE NE 1/4 OF THE NE 1/4 OF SEC. 25, TWN. 17N.,RGE. 01 E, W.M., CITY OF YELM, WASHINGTONTHE VISTA AT MILL PONDKnow what'sbelow.before you dig.CallRAPPLICATION #1.ALL WORKMANSHIP AND MATERIAL SHALL BE IN ACCORDANCE WITH CITY OF YELMSTANDARDS AND THE MOST CURRENT COPY OF THE STATE OF WASHINGTONSTANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION.2.ALL WORK IN CITY RIGHT-OF-WAY REQUIRES A PERMIT FROM THE CITY OF YELM.PRIOR TO ANY WORK COMMENCING, THE GENERAL CONTRACTOR SHALL ARRANGEFOR A PRECONSTRUCTION MEETING TO BE ATTENDED BY ALL MAJOR CONTRACTORS,REPRESENTATIVES OF INVOLVED UTILITIES, AND THE CITY OF YELM. THECONTRACTOR IS RESPONSIBLE TO HAVE A SET OF APPROVED PLANS AT THEMEETING.3.WATER MAINS SHALL MEET THE FOLLOWING SPECIFICATIONS:3.1.POLYVINYL CHLORIDE (PVC) PIPE (UNDER 4 INCHES): PIPE MATERIAL SHALL BEPVC 1120, PVC 1220, OR PVC 2120, AND HAVE MINIMUM WALL THICKNESS EQUALTO OR LESS THAN THE STANDARD DIMENSION RATIO (SDR) OF 21, AND MEET THEREQUIREMENTS OF WSDOT STANDARD SPECIFICATIONS SECTION 9-30.1(5)B.3.2.POLYVINYL CHLORIDE (PVC) PIPE (4 THROUGH 12 INCHES): SHALL MEET THEREQUIREMENTS OF AWWA C900, CLASS 150 WALL THICKNESS EQUAL TO ORGREATER THAN THE SDR OF 18, AND MEET THE REQUIREMENTS OF WSDOTSTANDARD SPECIFICATIONS SECTION 9-30.1(5)A.3.3.POLYVINYL CHLORIDE (PVC) PIPE (14 THROUGH 20 INCHES): SHALL MEET THEREQUIREMENTS OF AWWA C905 WALL THICKNESS EQUAL TO OR GREATER THANTHE SDR OF 18.3.4.DUCTILE IRON PIPE (DIP): DIP SHALL CONFORM TO AWWA C151 CLASS 50 ORGREATER, AND SHALL BE 1/16-INCH CEMENT LINED AND SEALED IN ACCORDANCEWITH ANSI/AWWA C104/A21.4-90, AND MEET THE REQUIREMENTS OF WSDOTSTANDARD SPECIFICATIONS SECTION 9- 30.2.(1). SIX-INCH FIRE HYDRANT SPOOLSSHALL BE CLASS 52.4.GATE VALVES SHALL BE RESILIENT WEDGE, NRS (NON RISING STEM) WITH O-RINGSSEALS. VALVE ENDS SHALL BE MECHANICAL JOINT OR ANSI FLANGES. VALVES SHALLCONFORM TO AWWA 509-80. VALVES SHALL BE MUELLER, M & H, KENNEDY, CLOW R/WOR WATEROUS SERIES 500. EXISTING VALVES TO BE OPERATED BY CITY EMPLOYEESONLY.5.HYDRANTS SHALL BE M & H RELIANT STYLE 929, MUELLER CENTURION, OR CLOWMEDALLION OR AVK. HYDRANTS SHALL BE BAGGED UNTIL SYSTEM IS APPROVED.6.ALL LINES SHALL BE CHLORINATED AND TESTED IN CONFORMANCE WITH THE ABOVEREFERENCED SPECIFICATION (NOTE 1).7.ALL PIPE AND SERVICES SHALL BE INSTALLED WITH CONTINUOUS TRACER TAPEINSTALLED 12" TO 18" UNDER THE FINAL GROUND SURFACE. THE MARKER SHALL BEPLASTIC NON-BIODEGRADABLE, METAL CORE OR BACKING MARKED WATER2-INCH-WIDE MINIMUM, WHICH CAN BE DETECTED BY A STANDARD METAL DETECTOR.TAPE SHALL BE TERRA TAPE "D" OR APPROVED EQUAL. IN ADDITION TO TRACER TAPE,INSTALL 14 GAUGE HEAVY DUTY DIRECT BURY COATED COPPER WIRE (PAIGE "UF"SINGLE CONDUCTOR OR EQUAL), WRAPPED AROUND THE PIPE, BROUGHT UP ANDTIED OFF AT VALVE BODY. ALL WIRE CONNECTIONS SHALL USE WIRE NUTS AND A DBRSPLICE KIT, MANUFACTURED BY 3-M OR APPROVED EQUAL. ALL LOCATOR WIRE FORSERVICE PIPE SHALL BE CONNECTED TO THE LOCATOR WIRE ON THE WATER MAIN.8.PROVIDE TRAFFIC CONTROL PLAN(S) AS REQUIRED IN ACCORDANCE WITH MUTCD.9.ALL WATER MAINS SHALL BE STAKED FOR GRADES AND ALIGNMENT BY ANENGINEERING OR SURVEYING FIRM CAPABLE OF PERFORMING SUCH WORK.10.ALL SERVICE LINE LOCATIONS SHALL BE MARKED ON THE FACE OF THE CURB WITH ANEMBOSSED "W" 1/4 INCH INTO CONCRETE.11.CALL UNDERGROUND LOCATE AT 1-800-424-5555 A MINIMUM OF 48 HOURS PRIOR TOANY EXCAVATIONS.12.THE CITY WILL BE GIVEN 72 HOURS NOTICE PRIOR TO SCHEDULING A SHUTDOWN.WHERE CONNECTIONS REQUIRE "FIELD VERIFICATION", CONNECTION POINTS WILL BEEXPOSED BY CONTRACTOR AND FITTINGS VERIFIED 48 HOURS PRIOR TODISTRIBUTING SHUT-DOWN NOTICES.13.AT ANY CONNECTION TO AN EXISTING LINE WHERE A NEW VALVE IS NOT INSTALLED,THE EXISTING VALVE MUST BE PRESSURE TESTED TO CITY STANDARDS PRIOR TOCONNECTION. IF AN EXISTING VALVE FAILS TO PASS THE TEST, THE CONTRACTORSHALL MAKE THE NECESSARY PROVISIONS TO TEST THE NEW LINE PRIOR TOCONNECTION TO THE EXISTING SYSTEM OR INSTALL A NEW VALVE.14.AFTER COMPLETION OF ALL ITEMS SHOWN ON THESE PLANS AND BEFOREACCEPTANCE OF THE PROJECT, THE CONTRACTOR SHALL OBTAIN A “PUNCH LIST”PREPARED BY THE CITY’S INSPECTOR DETAILING REMAINING ITEMS OF WORK TO BECOMPLETED. ALL ITEMS OF WORK SHOWN ON THESE PLANS SHALL BE COMPLETED TOTHE SATISFACTION OF THE CITY PRIOR TO ACCEPTANCE OF THE WATER SYSTEM ANDPROVISION OF WATER SERVICE.15.A COPY OF THESE APPROVED PLANS AND APPLICABLE CITY DEVELOPERSPECIFICATIONS AND DETAILS SHALL BE ONSITE DURING CONSTRUCTION.16.ANY REVISIONS MADE TO THESE PLANS MUST BE REVIEWED BY THE DEVELOPER’SENGINEER AND THE CITY OF YELM PRIOR TO ANY IMPLEMENTATION IN THE FIELD. THECITY SHALL NOT BE RESPONSIBLE FOR ANY ERRORS AND/OR OMISSIONS ON THESEPLANS.GENERAL NOTES (WATER MAIN INSTALLATION)08/23/2021
DATE: August 16, 2021 FILENAME: D:\Project Files\2021-02_Mill Pond\_Vista\2210152_SH_WATR.dwgC5.423WATERNOTES & DETAILS1234TELFAXwww.ahbl.comWEBTELFAXwww.ahbl.comWEBTELFAXwww.ahbl.comWEB2215 North 30th Street, Suite 300 Tacoma, WA 98403253.383.2422TEL253.383.2572FAXwww.ahbl.comWEBTACOMA SEATTLE SPOKANE TRI-CITIES27JMWGCHGCH08/16/2021SITEDEVELOPMENT2210152.10C/O MATT WEBER, PEAHBL, INC.2215 NORTH 30TH STREETSUITE 300TACOMA, WA 98403MILL PONDDEVELOPMENT, LLCTHE VISTA ATMILL PONDPRELIMINARY PLATA PORTION OF THE NE 1/4 OF THE NE 1/4 OF SEC. 25, TWN. 17N.,RGE. 01 E, W.M., CITY OF YELM, WASHINGTONTHE VISTA AT MILL PONDKnow what'sbelow.before you dig.CallRAPPLICATION #08/23/2021
sssssssssssssssLOT 15LOT 16LOT 5LOT 13LOT 14LOT 25LOT 26LOT 27LOT 28LOT 29LOT 1LOT 2LOT 3LOT 45+750+501+002+003+004+005+00STA:1+09.71, 6.00' LTCONNECT TO EXST. 6" SEWER STEP MAIN1-6"x2.5" TEE1-2.5" GATE VALVE1-CONC. THRUST BLOCKPOTHOLE TO CONFIRM DEPTH &LOCATION PRIOR TO SEWER STEP MAINCONSTRUCTIONSTA:1+55.50, 23.50' LT1" SERVICE CONNECTIONSEE SEWER NOTE #1STA:2+39.01, 22.50' LT2" DOUBLE SERVICECONNECTIONSEE SEWER NOTE #2STA:3+32.51, 22.50' LT1" SERVICE CONNECTIONSEE SEWER NOTE #1STA:2+39.00, 22.50' RT2" DOUBLE SERVICECONNECTIONSEE SEWER NOTE #2STA:3+44.00, 22.50' RT2" DOUBLE SERVICECONNECTIONSEE SEWER NOTE #2STA:3+54.00, 6.00' LT1-2" TEE1-2.5"x2" REDUCER2-2" GATE VALVES1-CONC. THRUST BLOCKSTA:5+08.15, 6.00' LT1-2" TEE2-2" GATE VALVES1-CONC. THRUST BLOCKSTA:1+54.17, 22.50' RT1" SERVICE CONNECTIONSEE SEWER NOTE #13403453503553603653403453503553603650+50347.581+00348.29348.441+50349.26350.022+00350.72351.212+50351.48
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5+50367.32 STA: 1+55.511" STEP SERVICESTA: 3+32.511" STEP SERVICESTA: 2+39.002" STEP SERVICESTA: 2+38.012" STEP SERVICESTA: 3+54.001-2" TEE1-2.5"x2" REDUCER2-2" GATE VALVES1-CONC. THRUST BLOCKSTA: 5+08.151-2" TEE2-2" GATE VALVES1-CONC. THRUSTBLOCKSTA: 1+09.71CONNECT TO EXST.6" SEWER STEP MAIN2.5" SEWER STEPPVC 1PS 1120 SDR21, CLASS 200 L=240'2.5" SEWER STEPPVC 1PS 1120 SDR21, CLASS 200L=154'STA: 3+44.002" STEP SERVICESTA: 1+54.171" STEP SERVICEDATE: August 16, 2021 FILENAME: D:\Project Files\2021-02_Mill Pond\_Vista\2210152_SH_SSWR.dwgC6.124VISTA ROAD 1 SEWERPLAN & PROFILEN
GRAPHIC SCALE03060 FEET1" = 30 FEET15EXST. 10" WATER104TH AVE SE
VISTA ROAD 1PROP. 8" WATER,SEE SHEET C5.16.00'
6.00'PROP. 8" WATER,SEE SHEET C5.1VISTA ROAD 1 SEWER PROFILEHORIZ. 1"=30', VERT. 1"=3'EXISTING ELEVATION@ CL OF ROADPROPOSED ELEVATION@ CL OF ROADEXISTING GRADE@ CL OF ROADPROPOSED GRADE@ CL OF ROADVISTA ROAD 1 SEWER PLAN1"=30'60" (TYP.)EXST.4" GASEXST. TELEPHONEEXST. 4" GASEXST. 6" SEWERSTEP MAINEXST. TELEPHONE1234TELFAXwww.ahbl.comWEBTELFAXwww.ahbl.comWEBTELFAXwww.ahbl.comWEB2215 North 30th Street, Suite 300 Tacoma, WA 98403253.383.2422TEL253.383.2572FAXwww.ahbl.comWEBTACOMA SEATTLE SPOKANE TRI-CITIES27JMWGCHGCH08/16/2021SITEDEVELOPMENT2210152.10C/O MATT WEBER, PEAHBL, INC.2215 NORTH 30TH STREETSUITE 300TACOMA, WA 98403MILL PONDDEVELOPMENT, LLCTHE VISTA ATMILL PONDPRELIMINARY PLATA PORTION OF THE NE 1/4 OF THE NE 1/4 OF SEC. 25, TWN. 17N.,RGE. 01 E, W.M., CITY OF YELM, WASHINGTONTHE VISTA AT MILL PONDKnow what'sbelow.before you dig.CallRAPPLICATION #VISTA ROAD 2
EVAPROP. 12" STORM,SEE SHEET C3.1PROP. 12" STORM,SEE SHEET C3.1PROP. 12" STORM,SEE SHEET C3.1SEE SHEET C6.3SEE SHEET C6.2SEE SHEET C6.2PROP. 12" STORM,SEE SHEET C3.1PROVIDE CASING FORSTEP SERVICE @ WATERMAIN CROSSING (TYP.)PROVIDE CASING FORSTEP MAIN @ WATERMAIN CROSSING (TYP.)PRIVATE SEWEREASEMENT FORBENEFIT OF LOT 65.00'1.SEE CITY OF YELM DWG. NO. 5-1 ON SHEET C6.4 FOR 1" SINGLESERVICE CONNECTION.2.SEE CITY OF YELM DWG. NO. 5-2 ON SHEET C6.4 FOR 2" DOUBLESERVICE CONNECTION.SEWER NOTESSEWER STEP MAIN SIZINGVISTA ROAD 1 (STA:3+54 TO STA:5+08)NUMBER OF PUMP CORES CONNECTED:14PUMP CORES RUNNINGSIMULTANEOUSLY (TABLE IV):4PROPOSED STEP MAIN SIZE:2"FLOW VELOCITY (TABLE VIII):4.21 fpsFRICTION HEAD LOSS (TABLE VIII):3.18 FT/100FTVISTA ROAD 1 (STA:1+00 TO STA:3+54)NUMBER OF PUMP CORES CONNECTED:29MAX. PUMP CORES RUNNINGSIMULTANEOUSLY (TABLE IV):5PROPOSED STEP MAIN SIZE:2.5"FLOW VELOCITY (TABLE VIII):3.68 fpsFRICTION HEAD LOSS (TABLE VIII):2.02 FT/100FT*STEP DESIGN PERFORMED USING RECOMMENDATIONSIN THE 'DESIGN HANDBOOK FOR LOW PRESSURE SEWERSYSTEMS' PREPARED BY ENVIRONMENT ONE, REVISEDOCTOBER 1989 INCLUDING ABOVE REFERENCED TABLES.08/23/2021
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LOT 15LOT 16LOT 9LOT 17LOT 10LOT 18LOT 11LOT 12LOT 5LOT 13LOT 14LOT 24LOT 23LOT 22LOT 21LOT 25LOT 6LOT 7LOT 8LOT 19LOT 207+001+002+003+004+005+006+00STA:2+29.04, 6.00' RTEND 2" SEWER STEP MAINPROVIDE END OF LINECLEANOUT PER YELM DWG.NO. 5-20 ON SHEET C6.4STA:4+03.51, 6.00' RT1-2" TEE2-2" GATE VALVES1-CONC. THRUST BLOCKSTA:4+83.43, 22.50' RT2" DOUBLE SERVICECONNECTIONSEE SEWER NOTE #2STA:3+73.43, 22.50' RT2" DOUBLE SERVICECONNECTIONSEE SEWER NOTE #2STA:2+60.34, 39.78' RT2" DOUBLE SERVICECONNECTIONSEE SEWER NOTE #2STA:2+12.09, 32.96' RT2" DOUBLE SERVICECONNECTIONSEE SEWER NOTE #2STA:2+11.01, 26.90' LT2" DOUBLE SERVICE CONNECTIONSEE SEWER NOTE #2STA:5+90.74, 41.70' RT2" DOUBLE SERVICECONNECTIONSEE SEWER NOTE #2STA:6+14.89, 17.53' RT2" DOUBLE SERVICE CONNECTIONSEE SEWER NOTE #2STA:5+84.64, 6.00' RTEND 2" SEWER STEP MAINPROVIDE END OF LINECLEANOUT PER YELM DWG.NO. 5-20 ON SHEET C6.4BLOCK3503553603653703503553603653701+00361.68361.961+50362.34363.092+00364.06364.582+50364.96365.513+00365.38365.47
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6+50355.59 STA: 2+29.04END 2" SEWER STEP MAINPROVIDE END OF LINECLEANOUT PER YELM DWG.NO. 5-20 ON SHEET C6.4STA: 2+31.042" STEP SERVICESTA: 2+33.952" STEP SERVICESTA: 2+56.662" STEP SERVICESTA: 3+73.432" STEP SERVICESTA: 4+03.511-2" TEE2-2" GATE VALVES1-CONC. THRUST BLOCKSTA: 4+83.432" STEP SERVICESTA: 5+80.642" STEP SERVICESTA: 5+82.642" STEP SERVICESTA: 5+84.64END 2" SEWER STEP MAINPROVIDE END OF LINECLEANOUT PER YELM DWG.NO. 5-20 ON SHEET C6.42" SEWER STEPPVC 1PS 1120 SDR21, CLASS 200L=172'2" SEWER STEPPVC 1PS 1120 SDR21, CLASS 200L=181'DATE: August 16, 2021 FILENAME: D:\Project Files\2021-02_Mill Pond\_Vista\2210152_SH_SSWR.dwgC6.225VISTA ROAD 2 SEWERPLAN & PROFILENGRAPHIC SCALE03060 FEET1" = 30 FEET15VISTA ROAD 2MILL RD SE
6.00'6.00'PROP. 12" STORM,SEE SHEET C3.2VISTA ROAD 2 SEWER PROFILEHORIZ. 1"=30', VERT. 1"=3'EXISTING ELEVATION@ CL OF ROADPROPOSED ELEVATION@ CL OF ROADEXISTING GRADE@ CL OF ROADPROPOSED GRADE@ CL OF ROADVISTA ROAD 2 SEWER PLAN1"=30'60" (TYP.)1234TELFAXwww.ahbl.comWEBTELFAXwww.ahbl.comWEBTELFAXwww.ahbl.comWEB2215 North 30th Street, Suite 300 Tacoma, WA 98403253.383.2422TEL253.383.2572FAXwww.ahbl.comWEBTACOMA SEATTLE SPOKANE TRI-CITIES27JMWGCHGCH08/16/2021SITEDEVELOPMENT2210152.10C/O MATT WEBER, PEAHBL, INC.2215 NORTH 30TH STREETSUITE 300TACOMA, WA 98403MILL PONDDEVELOPMENT, LLCTHE VISTA ATMILL PONDPRELIMINARY PLATA PORTION OF THE NE 1/4 OF THE NE 1/4 OF SEC. 25, TWN. 17N.,RGE. 01 E, W.M., CITY OF YELM, WASHINGTONTHE VISTA AT MILL PONDKnow what'sbelow.before you dig.CallRAPPLICATION #VISTA ROAD 1SEE SHEET C6.1PROP. 8" WATER,SEE SHEET C5.2PROP. 12" STORM,SEE SHEET C3.2PROP. 8" WATER,SEE SHEET C5.2PROVIDE CASING FORSTEP SERVICE @ WATERMAIN CROSSING (TYP.)PROVIDE CASING FORSTEP MAIN @ WATERMAIN CROSSING (TYP.)1.SEE CITY OF YELM DWG. NO. 5-1 ON SHEET C6.4 FOR 1" SINGLESERVICE CONNECTION.2.SEE CITY OF YELM DWG. NO. 5-2 ON SHEET C6.4 FOR 2" DOUBLESERVICE CONNECTION.SEWER NOTESSEWER STEP MAIN SIZINGVISTA ROAD 2NUMBER OF PUMP CORES CONNECTED:14MAX. PUMP CORES RUNNINGSIMULTANEOUSLY (TABLE IV):4PROPOSED STEP MAIN SIZE:2"FLOW VELOCITY (TABLE VIII):4.21 fpsFRICTION HEAD LOSS (TABLE VIII):3.18 FT/100FT*STEP DESIGN PERFORMED USING RECOMMENDATIONSIN THE 'DESIGN HANDBOOK FOR LOW PRESSURE SEWERSYSTEMS' PREPARED BY ENVIRONMENT ONE, REVISEDOCTOBER 1989 INCLUDING ABOVE REFERENCED TABLES.08/23/2021
ss sss
sssLOT 24LOT 23LOT 22LOT 21LOT 25TRACT 'B'LOT 264+570+751+002+003+004+00STA:3+61.00, 5.00' RTEND 2" SEWER STEP MAINPROVIDE END OF LINECLEANOUT PER YELM DWG.NO. 5-20 ON SHEET C6.4STA:3+01.50, 14.00' RT2" DOUBLE SERVICECONNECTIONSEE SEWER NOTE #2STA:1+91.50, 14.00' RT2" DOUBLE SERVICECONNECTIONSEE SEWER NOTE #2STA:3+58.00, 13.97' RT1" SERVICE CONNECTIONSEE SEWER NOTE #1STA:1+06.00, 5.00' RT1-2" TEE1-2.5"x2" REDUCER2-2" GATE VALVES1-CONC. THRUSTBLOCK3403453503553603403453503553600+75353.831+00353.90353.831+50353.60353.262+00352.91
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4+502" SEWER STEPPVC 1PS 1120 SDR21, CLASS 200L=255'STA: 1+06.001-2" TEE1-2.5"x2" REDUCER2-2" GATE VALVES1-CONC. THRUSTBLOCKSTA: 1+91.502" STEP SERVICESTA: 3+01.502" STEP SERVICESTA: 3+58.001" STEP SERVICESTA: 3+61.00END 2" SEWER STEP MAINPROVIDE END OF LINECLEANOUT PER YELM DWG.NO. 5-20 ON SHEET C6.4DATE: August 16, 2021 FILENAME: D:\Project Files\2021-02_Mill Pond\_Vista\2210152_SH_SSWR.dwgC6.326TRACT 'B' SEWERPLAN & PROFILENGRAPHIC SCALE03060 FEET1" = 30 FEET15EVAMILL RD SE PROP. 12" STORM,SEE SHEET C3.35.00'PROP. 12" STORM,SEE SHEET C3.3TRACT 'B' SEWER PROFILEHORIZ. 1"=30', VERT. 1"=3'EXISTING ELEVATION@ CL OF ROADPROPOSED ELEVATION@ CL OF ROADEXISTING GRADE@ CL OF ROADPROPOSED GRADE@ CL OF ROADTRACT 'B' SEWER PLAN1"=30'1234TELFAXwww.ahbl.comWEBTELFAXwww.ahbl.comWEBTELFAXwww.ahbl.comWEB2215 North 30th Street, Suite 300 Tacoma, WA 98403253.383.2422TEL253.383.2572FAXwww.ahbl.comWEBTACOMA SEATTLE SPOKANE TRI-CITIES27JMWGCHGCH08/16/2021SITEDEVELOPMENT2210152.10C/O MATT WEBER, PEAHBL, INC.2215 NORTH 30TH STREETSUITE 300TACOMA, WA 98403MILL PONDDEVELOPMENT, LLCTHE VISTA ATMILL PONDPRELIMINARY PLATA PORTION OF THE NE 1/4 OF THE NE 1/4 OF SEC. 25, TWN. 17N.,RGE. 01 E, W.M., CITY OF YELM, WASHINGTONTHE VISTA AT MILL PONDKnow what'sbelow.before you dig.CallRAPPLICATION #VISTA ROAD 1PROP. 8" WATER,SEE SHEET C5.1SEE SHEET C6.1SEE SHEET C6.11.SEE CITY OF YELM DWG. NO. 5-1 ON SHEET C6.4 FOR 1" SINGLESERVICE CONNECTION.2.SEE CITY OF YELM DWG. NO. 5-2 ON SHEET C6.4 FOR 2" DOUBLESERVICE CONNECTION.SEWER NOTESSEWER STEP MAIN SIZINGTRACT 'B'NUMBER OF PUMP CORES CONNECTED:5MAX. PUMP CORES RUNNINGSIMULTANEOUSLY (TABLE IV):3PROPOSED STEP MAIN SIZE:2"FLOW VELOCITY (TABLE VIII):3.15 fpsFRICTION HEAD LOSS (TABLE VIII):1.86 FT/100FT*STEP DESIGN PERFORMED USING RECOMMENDATIONSIN THE 'DESIGN HANDBOOK FOR LOW PRESSURE SEWERSYSTEMS' PREPARED BY ENVIRONMENT ONE, REVISEDOCTOBER 1989 INCLUDING ABOVE REFERENCED TABLES.60" (TYP.)08/23/2021
DATE: August 16, 2021 FILENAME: D:\Project Files\2021-02_Mill Pond\_Vista\2210152_SH_SSWR.dwgC6.427SEWERNOTES & DETAILS1234TELFAXwww.ahbl.comWEBTELFAXwww.ahbl.comWEBTELFAXwww.ahbl.comWEB2215 North 30th Street, Suite 300 Tacoma, WA 98403253.383.2422TEL253.383.2572FAXwww.ahbl.comWEBTACOMA SEATTLE SPOKANE TRI-CITIES27JMWGCHGCH08/16/2021SITEDEVELOPMENT2210152.10C/O MATT WEBER, PEAHBL, INC.2215 NORTH 30TH STREETSUITE 300TACOMA, WA 98403MILL PONDDEVELOPMENT, LLCTHE VISTA ATMILL PONDPRELIMINARY PLATA PORTION OF THE NE 1/4 OF THE NE 1/4 OF SEC. 25, TWN. 17N.,RGE. 01 E, W.M., CITY OF YELM, WASHINGTONTHE VISTA AT MILL PONDKnow what'sbelow.before you dig.CallRAPPLICATION #1.ALL WORKMANSHIP AND MATERIALS SHALL BE IN ACCORDANCE WITH CITY OF YELMSTANDARDS AND THE MOST CURRENT COPY OF THE STATE OF WASHINGTON STANDARDSPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION (WSDOT/APWA).2.ALL APPROVALS AND PERMITS REQUIRED BY THE CITY OF YELM SHALL BE OBTAINED BY THECONTRACTOR PRIOR TO THE START OF CONSTRUCTION.3.IF CONSTRUCTION IS TO TAKE PLACE IN THE CITY RIGHT-OF-WAY, THE CONTRACTOR SHALLNOTIFY THE CITY AND OBTAIN ALL THE REQUIRED APPROVALS AND PERMITS.4.A PRECONSTRUCTION MEETING SHALL BE HELD WITH THE CITY OF YELM PRIOR TO THE STARTOF CONSTRUCTION.5.THE CITY OF YELM SHALL BE NOTIFIED A MINIMUM OF 48 HOURS IN ADVANCE OF A TAPCONNECTION TO AN EXISTING MAIN. A CITY REPRESENTATIVE SHALL BE PRESENT AT THE TIMEOF THE TAP.6.THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALLEXISTING UTILITIES. THE CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TOCONSTRUCTION BY CALLING THE UNDERGROUND LOCATE LINE AT 1-800-424-5555 A MINIMUMOF 48 HOURS PRIOR TO ANY EXCAVATION.7.SIDE SEWER SERVICES SHALL BE PVC, ASTM D 3034 SDR 35 WITH FLEXIBLE GASKETED ORSOLVENT WELD JOINTS.8.ALL PLASTIC PIPE AND SERVICES SHALL BE INSTALLED WITH CONTINUOUS TRACER TAPE,INSTALLED 12" TO 18" UNDER THE PROPOSED SUBGRADE. THE MARKER SHALL BE PLASTICNON-BIODEGRADABLE, METAL CORE OR BACKING MARKED "SEWER" WHICH CAN BE DETECTEDBY A STANDARD METAL DETECTOR. IN ADDITION, STEP SYSTEMS AND FORCE MAINS SHALL BEINSTALLED WITH 14 GAUGE, HEAVY COATED UF DIRECT BURY COPPER WIRE WRAPPED AROUNDALL PLASTIC PIPE, BROUGHT UP AND TIED OFF AT VALVE BODY. TAPE SHALL BE TERRA TAPE "D"OR APPROVED EQUAL. THE TAPE AND WIRE SHALL BE FURNISHED BY THE CONTRACTOR.9.ALL BURIED POWER FOR STEP SYSTEMS SHALL BE INSTALLED WITH CONTINUOUS TRACER TAPEINSTALLED 12 ABOVE THE BURIED POWER. THE MARKER SHALL BE PLASTICNON-BIODEGRADABLE, METAL CORE BACKING MARKED “POWER”. TAPE SHALL BE FURNISHEDBY CONTRACTOR.10.BEDDING OF THE SEWER MAIN AND ALL APPURTENANCES SHALL BE SAND AND COMPACTIONOF THE BACKFILL MATERIAL SHALL BE REQUIRED IN ACCORDANCE WITH THE ABOVEMENTIONED SPECIFICATION (SEE GENERAL NOTE 5.60-A).11.TEMPORARY STREET PATCHING SHALL BE ALLOWED FOR AS APPROVED BY THE CITY ENGINEER.TEMPORARY STREET PATCHING SHALL BE PROVIDED BY PLACEMENT AND COMPACTION OF 2INCH MINIMUM ASPHALT CONCRETE COLD MIX. CONTRACTOR SHALL BE RESPONSIBLE FORMAINTENANCE AS REQUIRED.12.EROSION CONTROL MEASURES SHALL BE TAKEN BY THE CONTRACTOR DURING CONSTRUCTIONTO PREVENT INFILTRATION OF EXISTING AND PROPOSED STORM DRAINAGE FACILITIES ANDROADWAYS.13.PROVIDE TRAFFIC CONTROL PLAN(S) IN ACCORDANCE WITH THE MANUAL ON UNIFORMTRAFFIC CONTROL DEVICES (MUTCD) AS REQUIRED.14.IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO HAVE A COPY OF THESE APPROVEDPLANS ON CONSTRUCTION SITE AT ALL TIMES.15.ANY CHANGES TO THE DESIGN SHALL FIRST BE REVIEWED AND APPROVED BY THE CITY OFYELM.16.ALL STEP MAINS SHALL BE HYDROSTATICALLY TESTED IN CONFORMANCE WITH THEABOVE-REFERENCED SPECIFICATION FOR TESTING WATER MAINS. (SEE NOTE 1.) IN ADDITION,ALL STEP MAINS SHALL BE PIGGED/CLEANED IN THE PRESENCE OF THE CITY INSPECTOR PRIORTO PLACING STEP MAIN IN SERVICE.17.PRIOR TO BACKFILL ALL MAINS AND APPURTENANCES SHALL BE INSPECTED AND APPROVEDBY THE CITY OF YELM. APPROVAL SHALL NOT RELIEVE THE CONTRACTOR FOR CORRECTION OFANY DEFICIENCIES AND/OR FAILURES AS DETERMINED BY SUBSEQUENT TESTING ANDINSPECTIONS. IT SHALL BE THE CONTRACTOR’S RESPONSIBILITY TO NOTIFY THE CITY OF YELMFOR THE REQUIRED INSPECTIONS.18.PUMP CONTROL PANELS SHALL BE LOCATED ON GARAGE WALL OR REMOTE POST, 5- FEET FROMTOP OF PANEL TO FINISH GRADE, UNLESS OTHERWISE AUTHORIZED BY THE CITY OF YELM.19.IN THE EVENT THAT THE DEPARTMENT OF LABOR AND INDUSTRIES OR THE CITY SHOULDREQUIRE A SEPARATE "ON-OFF" SWITCH CONTROLLING POWER TO THE PUMP CONTROL PANEL,SAID SWITCH SHALL HAVE A LOCKING COVER MODEL # 5031-0 RAYNTITE SINGLE GANGWEATHERPROOF COVER 1.406" DIAMETER.20.INSPECTIONS FOR ONSITE STEP INSTALLATIONS ARE REQUIRED. A 48 HOUR NOTICE TO THESEWER DEPARTMENT IS REQUIRED PRIOR TO THE INSPECTION.ITEMS NEEDING INSPECTION ARE:20.1.TANK INSTALLATION, IE; BEDDING AND LOCATION20.2.TANK INFILTRATION, EXFILTRATION TEST20.3.S.S. PRESSURE TEST20.4.SERVICE LINE PRESSURE TEST20.5.FINAL INSPECTION21.ALL POSTS USED TO SUPPORT PUMP CONTROL PANELS, MUST BE HOT DIP GALVANIZEDUNISTRUT OR APPROVED EQUAL.GENERAL NOTES (SANITARY SEWER MAIN INSTALLATION)08/23/2021