Loading...
20250429 - Reserve at Palisades SDEV 2220348ROAD A PA L I S A D E S S T S E RO A D A S R 5 0 7 TRACT ETRACT A PALISA D E S S T S E PA L I S A D E S S T S E 14 3 APN 67110000003 APN 67110001700 APN 67110001600 PALISADES WEST PALISADES WEST APN 21725240402APN 21725240400 APN 67110002400 APN 67110000002 AP N 6 7 1 1 0 0 0 0 0 0 4 PROPOSED INFILTRATION POND PROPOSED WATER QUALITY FILTER STRUCTURE 5 4 1 2 39 37 38 TR A C T C 33 232728 26 17 18 1930 TR A C T B 35 22 36 11 TRACT D 6 7 8 9 10 16151213 24 202131 2934 25 32 N GRAPHIC SCALE 0 80 160 1" = 80 FEET 40 1 2 3 4 TEL www.ahbl.comWEBTELwww.ahbl.comWEBTELwww.ahbl.comWEB 2215 North 30th Street, Suite 300 Tacoma, WA 98403 253.383.2422TEL www.ahbl.comWEB TACOMA SEATTLE SPOKANE TRI-CITIES Know what's below. before you dig.Call R 253.383.2572 FAX 37 MW/SKMH/ABMH 4/29/2025 PERMIT SET 2220348.10 4802 TACOMA MALL BOULEVARD TACOMA, WA 98409 CONTACT: MATT LEWIS (888) 627-0013 GARRETTE CUSTOM HOMES, INC THE RESERVE AT PALISADES A PORTION OF SECTION 25, TWN. 17N, RGE 01E, W.M, CITY OF YELM, THURSTON COUNTY, WASHINGTON. THE RESERVE AT PALISADES PERMIT # 2025- PROJECT # LD2024.0072 DATE: April 29, 2025 FILENAME: Q:\2022\2220348\10_CIV\CAD\_Site Development\2220348-SH-COVR.dwg C0.1 1 COVER SHEET AHBL ENGINEERS, PLANNERS, & SURVEYORS 2215 NORTH 30TH STREET, SUITE 300 TACOMA, WA 98403 PH. (253) 383-2422 FAX (253) 383-2572 CONTACT: MATT WEBER, P.E. GARRETTE CUSTON HOMES, INC 4802 TACOMA MALL BOULEVARD TACOMA, WA 98409 PH. (888) 627-0013 CONTACT: MATT LEWIS AHBL ENGINEERS, PLANNERS, & SURVEYORS 2215 NORTH 30TH STREET, SUITE 300 TACOMA, WA 98403 PH. (253) 383-2422 FAX (253) 383-2572 CONTACT: DAVE FOLLANSBEE, PLS. IF WORKERS ENTER ANY TRENCH OR OTHER EXCAVATION FOUR OR MORE FEET IN DEPTH THAT DOES NOT MEET THE OPEN PIT REQUIREMENTS OF WSDOT SECTION 2-09.3(3)B, IT SHALL BE SHORED AND CRIBBED. THE CONTRACTOR ALONE SHALL BE RESPONSIBLE FOR WORKER SAFETY AND AHBL ASSUMES NO RESPONSIBILITY. ALL TRENCH SAFETY SYSTEMS SHALL MEET THE REQUIREMENTS OF THE WASHINGTON INDUSTRIAL SAFETY AND HEALTH ACT, CHAPTER 49.17 RCW. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE APPROXIMATE ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR ITS REPRESENTATIVE. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK AND AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES THAT HAPPEN DUE TO THE CONTRACTOR'S FAILURE TO LOCATE EXACTLY AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. AHBL ASSUMES NO LIABILITY FOR THE LOCATION OF UNDERGROUND UTILITIES. IMPORTED FILL MATERIAL SHALL NOT CONTAIN PETROLEUM PRODUCTS, OR SUBSTANCES WHICH ARE HAZARDOUS, DANGEROUS, TOXIC, OR WHICH OTHERWISE VIOLATE ANY STATE, FEDERAL, OR LOCAL LAW, ORDINANCE, CODE, REGULATION, RULE, ORDER, OR STANDARD. TRENCH NOTE UTILITY NOTE FILL SPECIFICATION LEGAL DESCRIPTION BASIS OF BEARING VERTICAL DATUMDEVELOPER CIVIL ENGINEER SURVEYOR CUT = 18,940 CU. YDS FILL = 17,710 CU. YDS NET = 1,230 CU. YDS EXPORT NOTE: THE ABOVE QUANTITIES ARE ESTIMATES ONLY INTENDED FOR THE PERMITTING PROCESS. DO NOT USE FOR BID PURPOSES. THE QUANTITIES DO NOT HAVE STRIPPING, COMPACTION, OR CUT OR FILL ADJUSTMENT FACTORS APPLIED TO THEM, NOR DO THEY ACCOUNT FOR ROADWAY SECTION. NO WETLANDS HAVE BEEN DELINEATED ON-SITE OR IMMEDIATELY ADJACENT TO THE PROJECT SITE. PROJECT SITE SCALE 1"=80' WETLAND DELINEATION EARTHWORK QUANTITIES SITE DATA PARCEL NUMBER: 21725130200 ADDRESS: 15036 SR-507 SE YELM, WA 98597 SITE AREA:422,446 SF (9.70 AC) EXISTING ZONING:R4, (LOW DENSITY RESIDENTIAL DISTRICT) EXISTING PROPOSED LEGEND THE WEST 402.4 FEET OF THAT PART OF THE SOUTHWEST QUARTER OF THE NORTHEAST QUARTER OF SECTION 25, TOWNSHIP 17 NORTH, RANGE 1 EAST, W.M. LYING SOUTHEASTERLY OF SECONDARY HIGHWAY NO. 5-H; EXCEPTING THEREFROM THE SOUTH 16.5 FEET; ALSO EXCEPTING THEREFROM THAT PORTION CONVEYED TO THE CITY OF YELM BY DEED RECORDED FEBRUARY 12, 2008 UNDER RECORDING NO. 3988601; IN THURSTON COUNTY, WASHINGTON. NAVD 1988 VERTICAL DATUM ON ORTHOMETRICALLY CORRECTED GPS OBSERVATIONS USING WSRN AND GEOID 2012A. NAD 1983/11 WASHINGTON STATE PLANE SOUTH PROJECTION, BASED ON GPS OBSERVATIONS USING WSRN AND GEOID 2012A. UNITS OF MEASUREMENT ARE US SURVEY FEET. W FOUND MONUMENT AS NOTED SET NAIL AND WASHER MAIL BOX GATE POST TEST PIT SANITARY SEWER CLEANOUT STORM CATCH BASIN GAS VALVE GUY ANCHOR UTILITY POWER POLE LUMINAIRE BLOW OFF VALVE FIRE HYDRANT HOSE BIB IRRIGATION CONTROL VALVE WATER METER WATER MANHOLE WATER VALVE DECIDUOUS TREE U=UNKNOWN HB STORM LINE SEWER WATER LINE GAS LINE ELECTRICAL LINE OVERHEAD UTILITIES FENCE ASPHALT CONCRETE VICINITY MAP NOT TO SCALE WALL SITE 507 SEWER FORCE MAIN RIDGELINE MIDDLE SCHOOL 507 P A L I S A D E S S T S E CAR T E R L O O P S E LOOP 10 7 T H SE MI L L R D S E MI L L R D S E 107TH LOOP SE MILL POND ELEMENTARY 104TH AVE SE BRIGHTON ST S E S E 10 5 T H A V E SHEET INDEX PAGE # SHEET #SHEET TITLE 1 C0.1 COVER SHEET 2 C0.2 EXISTING CONDITIONS 3 C1.1 PLAT MAP 4 C2.1 TESC AND DEMOLITION PLAN 5 C2.2 TESC NOTES AND DETAILS 6 C2.3 TESC NOTES AND DETAILS 7 C3.1 OVERALL GRADING PLAN 8 C3.2 PALISADES ST SE & ROAD A INTERSECTION GRADING 9 C3.3 ROAD A & EXISTING PALISADES ST SE INTERSECTION GRADING 10 C4.1 ROOF DRAINAGE PLAN 11 C5.1 ROAD A PLAN AND PROFILE 12 C5.2 ROAD A PLAN AND PROFILE 13 C5.3 PALISADES ST SE PLAN AND PROFILE 14 C5.4 TRACT B, TRACT C, AND PRIVATE DRIVEWAY PLAN & PROFILES AND ROAD 15 C5.5 TRACT B, TRACT C, AND PRIVATE DRIVEWAY GRADING TRANSITIONS 16 C5.6 POND PROFILES AND DETAILS 17 C5.7 STORM DRAINAGE NOTES AND DETAILS 18 C5.8 STORM DRAINAGE NOTES AND DETAILS 19 C5.9 MAILBOX PLAN AND ADDRESSING MAP 20 C5.10 HORIZONTAL CONTROL AND SURFACING PLAN 21 C5.11 PUBLIC ROAD NOTES AND DETAILS 22 C5.12 PUBLIC ROAD NOTES AND DETAILS 23 C5.13 PUBLIC ROAD NOTES AND DETAILS 24 C5.14 PUBLIC ROAD NOTES AND DETAILS 25 C6.1 OVERALL UTILITY MAP 26 C7.1 ROAD A WATER PLAN AND PROFILE 27 C7.2 ROAD A WATER PLAN AND PROFILE 28 C7.3 PALISADES ST SE WATER PLAN AND PROFILE 29 C7.4 WATER DETAILS 30 C7.5 WATER DETAILS 31 C8.1 ROAD A STEP PLAN AND PROFILE 32 C8.2 ROAD A STEP PLAN AND PROFILE 33 C8.3 PALISADES ST SE STEP PLAN AND PROFILE 34 C8.4 SEWER DETAILS 35 C8.5 SEWER DETAILS 36 C8.6 SEWER DETAILS 37 C9.1 SR 507 UTILITY EXTENSIONS PROPOSED FRONTAGE IMPROVEMENTS TO BE COVERED UNDER SEPARATE WSDOT PERMIT 05/01/2025 P A L I S A D E S W E S T Δ APN 21725130200 S R 5 0 7 PALISA D E S S T S E EXISTING INFILTRATION POND EXISTING WET POND N GRAPHIC SCALE 0 50 100 1" = 50 FEET 25 1 2 3 4 TEL www.ahbl.comWEBTELwww.ahbl.comWEBTELwww.ahbl.comWEB 2215 North 30th Street, Suite 300 Tacoma, WA 98403 253.383.2422TEL www.ahbl.comWEB TACOMA SEATTLE SPOKANE TRI-CITIES Know what's below. before you dig.Call R 253.383.2572 FAX 37 MW/SKMH/ABMH 4/29/2025 PERMIT SET 2220348.10 4802 TACOMA MALL BOULEVARD TACOMA, WA 98409 CONTACT: MATT LEWIS (888) 627-0013 GARRETTE CUSTOM HOMES, INC THE RESERVE AT PALISADES A PORTION OF SECTION 25, TWN. 17N, RGE 01E, W.M, CITY OF YELM, THURSTON COUNTY, WASHINGTON. THE RESERVE AT PALISADES DATE: April 23, 2025 FILENAME: Q:\2022\2220348\10_CIV\CAD\_Site Development\2220348-SH-SURV.dwg C0.2 2 EXISTING CONDITIONS LEGAL DESCRIPTION THE WEST 402.4 FEET OF THAT PART OF THE SOUTHWEST QUARTER OF THE NORTHEAST QUARTER OF SECTION 25, TOWNSHIP 17 NORTH, RANGE 1 EAST, W.M. LYING SOUTHEASTERLY OF SECONDARY HIGHWAY NO. 5-H; EXCEPTING THEREFROM THE SOUTH 16.5 FEET; ALSO EXCEPTING THEREFROM THAT PORTION CONVEYED TO THE CITY OF YELM BY DEED RECORDED FEBRUARY 12, 2008 UNDER RECORDING NO. 3988601; IN THURSTON COUNTY, WASHINGTON. 05/01/2025 Δ ROAD A PA L I S A D E S 101.55'6.39' 90.15' 105.06' 60 . 0 0 ' 35.6 9 ' 104.87' 104.68' 60 . 0 0 ' 60 . 2 6 ' 10 9 . 0 0 ' 45.00' 3 1 . 4 3' 89 . 0 0 ' 10 9 . 0 0 ' 65.00' 10 9 . 0 0 ' 65.00' 10 9 . 0 0 ' 65.00' 10 9 . 0 0 ' 65.00' 10 9 . 0 0 ' 65.00' 10 9 . 0 0 ' 65.00' 10 9 . 0 0 ' 65.00' 10 9 . 0 0 ' 65.00' 10 9 . 0 0 ' 65.00' 10 9 . 0 0 ' 65.00' 64 . 4 0 ' 131.00' 50 . 0 0 ' 131.00' 24 . 0 3 ' 122.00' 2 7 . 4 8 ' 88 . 0 0 ' 20.24' 31 . 1 4 ' 19.46' 68 . 0 0 ' 93.00' 34 . 9 1 ' 64 . 4 0 ' 38.00'65.00' 10 5 . 0 0 ' 10 5 . 0 0 ' 10 5 . 0 0 ' 27.00' S8 8 ° 2 9 ' 4 4 " E 11 7 . 9 3 ' 68 . 0 0 ' 64 . 4 0 ' 58.00' 10 5 . 0 0 ' 10 5 . 0 0 ' 10 5 . 0 0 ' 51.00' 10 5 . 0 0 ' 60.00' 24 . 4 2 ' 100.72' 4 1 . 2 8 ' 96 . 4 5 ' 20.48' 100.00' 39 . 3 8 ' 19.62' 58 . 0 0 ' 10 . 0 0 ' 19 . 4 0 ' 50.00'60.00' 26 . 3 1 ' 45 . 0 0 ' 10 5 . 0 0 ' 10 5 . 0 0 ' 40 . 6 0 ' 64 . 4 0 ' 105.65' 117.90' 120.30' 58 . 0 0 ' 26 . 4 1 ' 24 . 5 6 ' 10.34' 1 2 2 . 5 2 ' 21 5 . 4 0 ' 10.00' UTILITY EASEMENT (TYP.) 10.00' UTILITY EASEMENT (TYP.) BUILDING SETBACK LINES, TYP 22927 S.F. TRACT E 7085 S.F. 14 6298 S.F. 3 6643 S.F. 36 9171 S.F. TRACT A 15.00' FRONT YARD SETBACK, TYP 5.00' SIDEYARD SETBACK, TYP. 25.00' PA L I S A D E S S T S E PALISA D E S S T S E S R 5 0 7 11 9 . 4 4 ' 20.00' 9.00' 26.00' ACCESS AND UTILITY EASEMENT FOR THE BENEFIT OF LOT 25 AND LOT 26 4+04 0+ 0 0 1+ 0 0 2+ 0 0 3+ 0 0 4+ 0 0 PC: 2+04.81 PC: 2+69.92 PT: 2+53.13 PT: 3+19.46 18+02 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00 1 5 + 0 0 16 + 0 0 17 + 0 0 18 + 0 0 PC: 14+56.18 PT: 15+38.64 ROAD A (MON CL) STA: 7+00 = PALISADES (MON CL) STA: 1+34.50 0+ 6 5 1+ 0 0 2+ 0 0 2+ 7 1 0+ 6 5 1+ 0 0 2+ 0 0 2+ 8 0 ROAD A (MON CL) STA: 9+62.24 = TRACT B STA: 1+00.00 ROAD A (MON CL) STA: 13+30.17 = TRACT B STA: 1+00.00 N1° 30' 16"E 756.18' S8 8 ° 2 9 ' 4 4 " E 26 3 . 5 2 ' Δ=90°00'00" R=52.50' L=82.47' 25.00' BACK YARD SETBACK, TYP 2.00' PRIVATE ROOF DRAIN EASEMENT (TYP.) 56.00' ROW 56.00' ROW 7085 S.F. 117000 S.F. 6 7085 S.F. 7 7085 S.F. 8 7085 S.F. 9 7085 S.F. 10 7085 S.F. 16 7085 S.F. 157085 S.F. 12 7085 S.F. 13 6825 S.F. 24 6825 S.F. 236090 S.F. 27 6300 S.F. 28 8332 S.F. 17 6550 S.F. 18 6433 S.F. 196943 S.F. 306894 S.F. 33 5250 S.F. 35 9568 S.F. 26 4615 S.F. TRACT B 4906 S.F. TRACT C 37.99' 17.7 9' 84 . 4 1 ' 6289 S.F. 5 6286 S.F. 4 5698 S.F. 1 6266 S.F. 2 6977 S.F. 39 6677 S.F. 37 6594 S.F. 38 6486 S.F. 22 S74° 28' 45"E 16.79' S8 8 ° 2 9 ' 4 4 " E 84 . 4 1 ' N8 8 ° 2 9 ' 4 4 " W 13 4 . 5 0 ' N88° 29' 44"W 70.31' S8 8 ° 2 9 ' 4 4 " E 20 6 . 9 5 ' S8 8 ° 2 9 ' 4 4 " E 21 5 . 4 0 ' 22354 S.F. TRACT D 6300 S.F. 296300 S.F. 34 9050 S.F. 25 9401 S.F. 32 13.00'13.00' 11270 S.F. 20 8728 S.F. 219484 S.F. 31 APN 67110000003 APN 67110001700 APN 67110001600 PALISADES WEST APN 21725240402APN 21725240400 APN 67110002400 APN 67110000002 AP N 6 7 1 1 0 0 0 0 0 0 4 25.50' 30.50' 25.50'30.50' 30.50'25.50' N GRAPHIC SCALE 0 50 100 1" = 50 FEET 25 1 2 3 4 TEL www.ahbl.comWEBTELwww.ahbl.comWEBTELwww.ahbl.comWEB 2215 North 30th Street, Suite 300 Tacoma, WA 98403 253.383.2422TEL www.ahbl.comWEB TACOMA SEATTLE SPOKANE TRI-CITIES Know what's below. before you dig.Call R 253.383.2572 FAX 37 MW/SKMH/ABMH 4/29/2025 PERMIT SET 2220348.10 4802 TACOMA MALL BOULEVARD TACOMA, WA 98409 CONTACT: MATT LEWIS (888) 627-0013 GARRETTE CUSTOM HOMES, INC THE RESERVE AT PALISADES A PORTION OF SECTION 25, TWN. 17N, RGE 01E, W.M, CITY OF YELM, THURSTON COUNTY, WASHINGTON. THE RESERVE AT PALISADES DATE: April 29, 2025 FILENAME: Q:\2022\2220348\10_CIV\CAD\_Site Development\2220348-SH-PLAT.dwg C1.1 3 PLAT MAP LOT SETBACKS - SINGLE FAMILY FRONT YARD 15 FT* SIDE YARD 5 FT 15 FT (CORNER LOT) REAR YARD 25 FT *MINIMUM 20FT DRIVEWAY APPROACH TRACT IDENTIFICATION ITEM SQUARE FEET ACRES TRACT 'A' - RECREATION / OPEN SPACE 9,171 0.211 TRACT 'B' - PRIVATE ROAD 4,610 0.106 TRACT 'C' - PRIVATE ROAD 4,910 0.113 TRACT 'D' - RECREATION / OPEN SPACE 22,354 0.513 TRACT 'E' - STORM 22,927 0.526 STATISTICAL BREAKDOWN ITEM DESCRIPTION OR AREA SQUARE FEET ACRES SITE AREA 422,446 CRITICAL AREAS PROPOSED ONSITE ROAD ROW ZONING: 0 79,929 R-4, (LOW DENSITY RESIDENTIAL DISTRICT) MAXIMUM DENSITY (4 DU/ACRE) TOTAL NO. OF LOTS PROPOSED (SINGLE FAMILY) LARGEST LOT AREA (LOT 20) SMALLEST LOT AREA (LOT 35) AVERAGE LOT AREA 9.70 0.00 39 1.835 38.79 (USE 39) 11,234 5,250 0.26 0.12 7,037 0.16 OPEN SPACE REQUIRED (5% OF GROSS AVERAGE)0.485 OPEN SPACE PROVIDED (7.4% OF GROSS ACREAGE)0.720 PARCEL NUMBER 21725130200 05/01/2025 48.6 9 % 34.31% 44.97% 39 0 40 0 41 0 39 2 39 4 39 6 39 8 40 2 40 4 40 6 40 8 41 2 41 4 41 6 422 420 414 416 418 422 4 2 2 39 0 38 2 38 4 38 6 38 8 39 2 40 0 39 8 4 0 2 39 6 398 39 8 41 0 40 4 40 6 40 8 4 1 2 414 4 1 4 41 4 4 1 6 416 416 418 42 0 41 8 4 2 2 420 412414 416 418 410 406408412414416 37 0 3 8 0 36 2 36 4 36 6 36 8 37 2 3 7 4 3 7 6 3 7 8 360 37 0 37 2 37 4 37 6 37 8 3 7 0 3 7 0 380 3 7 2 37 4 3 7 6 3 7 8 3 8 2 38 4 38 6 3 6 0 3 5 8 406408412 4 1 4416 400402404 PALISADES ST SE S R 5 0 7 PA L I S A D E S S T S E CE IPTYP FL: 403.00 FL: 407.90 FL: 422.00 FL: 420.43 FL: 415.00 FL: 390.00 FL: 389.94 FL: 384.70 FL: 375.49 FL: 397.62 FL: 397.00 FL: 395.00 CDTYP SFTYP 9 4 9 1 3 8 6 5 3 8 0 380 39 040 041 0 3 7 6 37 6 3 7 8 378 382 384 386 38 839 239 439 6 39 8 40 2 40 4 40 6 40 841 241 4416 SF 210 6 11 7 TEMPORARY SEDIMENT/INFILTRATION POND TOP OF POND: 359.50 FREEBOARD: 358.50 MIN. BOTTOM AREA: 7,200 SF BOTTOM OF POND: 355.5 MAX SIDE SLOPE: 3:1 356 358 FL: 375.97 12 " C P P E l = 3 5 6 . 5 0 12 " C P P E l = 3 5 6 . 5 0 12 " C P P E l = 3 5 6 . 5 0 12 " C P P E l = 3 5 6 . 5 0 12 " C P P E l = 3 5 6 . 5 0 12 " C P P E l = 3 5 6 . 5 0 12 " C P P E l = 3 5 6 . 5 0 12 " C P P E l = 3 5 6 . 5 0 FL: 372.41 FL: 367.25 CE N GRAPHIC SCALE 0 50 100 1" = 50 FEET 25 1 2 3 4 TEL www.ahbl.comWEBTELwww.ahbl.comWEBTELwww.ahbl.comWEB 2215 North 30th Street, Suite 300 Tacoma, WA 98403 253.383.2422TEL www.ahbl.comWEB TACOMA SEATTLE SPOKANE TRI-CITIES Know what's below. before you dig.Call R 253.383.2572 FAX 37 MW/SKMH/ABMH 4/29/2025 PERMIT SET 2220348.10 4802 TACOMA MALL BOULEVARD TACOMA, WA 98409 CONTACT: MATT LEWIS (888) 627-0013 GARRETTE CUSTOM HOMES, INC THE RESERVE AT PALISADES A PORTION OF SECTION 25, TWN. 17N, RGE 01E, W.M, CITY OF YELM, THURSTON COUNTY, WASHINGTON. THE RESERVE AT PALISADES DATE: April 25, 2025 FILENAME: Q:\2022\2220348\10_CIV\CAD\_Site Development\2220348-SH-TESC.dwg C2.1 4 TESC AND DEMOLITION PLAN CUT = 18,950 CU. YDS FILL = 17,700 CU. YDS NET = 1,250 CU. YDS EXPORT NOTE: THE ABOVE QUANTITIES ARE ESTIMATES ONLY INTENDED FOR THE PERMITTING PROCESS. DO NOT USE FOR BID PURPOSES. THE QUANTITIES DO NOT HAVE STRIPPING, COMPACTION, OR CUT OR FILL ADJUSTMENT FACTORS APPLIED TO THEM, NOR DO THEY ACCOUNT FOR ROADWAY SECTION. EARTHWORK QUANTITIES 1.ARRANGE AND ATTEND PRE-CONSTRUCTION CONFERENCE WITH THE CITY OF YELM AND CONFIRM REQUIRED INSPECTIONS. 2.STAKE CLEARING AND GRUBBING LIMITS AND WETLAND BUFFER. 3.INSTALL PERIMETER CONTROLS INCLUDING FILTER FABRIC FENCE, OFFSITE INLET PROTECTION, AND CONSTRUCTION ENTRANCE. 4.FLAG INFILTRATION AREA TO LIMIT COMPACTION AND SEDIMENT LADEN RUNOFF FROM THIS AREA. 5.INSTALL/IMPLEMENT EROSION CONTROL BMPS. 6.CONSTRUCT TEMPORARY SEDIMENT CONTROL POND PER PLAN. 7.PROVIDE SITE DEMOLITION AND ABANDON/DECOMISSION WELL AND SEPTIC TANK PER HEALTH DEPARTMENT STANDARDS. 8.CLEAR AND GRUB SITE AS NECESSARY TO INSTALL SITE IMPROVEMENTS. DURING WET SEASON, DO NOT CLEAR ANY MORE AREA THAN CAN BE STABILIZED, PER THE GRADING AND EROSION CONTROL PLAN, IN A GIVEN WORKDAY. DO NOT COMPACT INFILTRATION AREAS. 9.GRADE SITE PER GRADING PLAN. 10.INSTALL STORM SYSTEM PER PLANS. INSTALL INLET PROTECTION FOR NEW CATCH BASINS. 11.INSTALL FORCE MAIN AND SEWER SERVICE LINES. 12.INSTALL WATER MAIN AND SERVICE LINES. 13.CONSTRUCT DRIVE AREAS. 14.INSTALL BIORETENTION SOILS AND PLANTINGS. DO NOT PLACE INFILTRATION FACILITIES ON LINE UNTIL THE SITE IS FULLY STABILIZED. 15.STABILIZE UNPAVED AREAS OF THE SITE BY HYDRO-SEEDING OR OTHER APPROPRIATE METHODS PER THE EROSION CONTROL NOTES. 16.ONCE THE SITE HAS BEEN FULLY STABILIZED PLACE INFILTRATION FACILITIES ONLINE. 17.PAVE ONSITE DRIVE AREAS. 18.REMOVE ALL TEMPORARY EROSION CONTROL FACILITIES AFTER SITE HAS BEEN PERMANENTLY STABILIZED AND APPROVED BY THE CITY. 19.CLEAN STORM DRAINAGE SYSTEM PIPING AND CATCH BASINS. 20.CALL FOR FINAL INSPECTION(S). EXISTING TOPSOIL SHALL BE STRIPPED AND STOCKPILED ON-SITE. STOCKPILE AND COVER SOIL WITH WEED BARRIER MATERIAL THAT SHEDS MOISTURE YET ALLOWS AIR TRANSMISSION, IN APPROVED LOCATION, PRIOR TO GRADING. REPLACE STOCKPILED TOPSOIL PRIOR TO PLANTING. IF PLACED TOPSOIL PLUS COMPOST OR OTHER ORGANIC MATERIAL WILL AMOUNT TO LESS THAN 12 INCHES: SCARIFY OR TILL SUBGRADE TO DEPTH NEEDED TO ACHIEVE 12 INCHES OF LOOSENED SOIL AFTER TOPSOIL AND AMENDMENT ARE PLACED. ENTIRE SURFACE SHOULD BE DISTURBED BY SCARIFICATION. DO NOT SCARIFY WITHIN DRIP LINE OF EXISTING TREES TO BE RETAINED. WITHIN STORMWATER DRAINAGE SYSTEM LOCATIONS OR LANDSCAPED AREAS (EXCEPT BIO-RETENTION AREAS) (10 PERCENT ORGANIC CONTENT) – PLACE AND ROTOTILL 3 INCHES OF COMPOSTED MATERIAL INTO 5 INCHES OF REPLACED SOIL (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 FINISHED MINIMUM DEPTH OF 12 INCHES OF UNCOMPACTED SOIL. RAKE BEDS TO SMOOTH AND REMOVE ROCKS LARGER THAN 2 INCHES IN DIAMETER. MULCH AREAS WITH 2 INCHES OF ORGANIC MULCH OR STOCKPILED DUFF. WITHIN LAWN AREAS (5 PERCENT ORGANIC CONTENT) – PLACE AND ROTOTILL 1.75 INCHES OF COMPOSTED MATERIAL INTO 6.25 INCHES OF REPLACED SOIL (A TOTAL AMENDED 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 FINISHED MINIMUM DEPTH OF 12 INCHES OF UNCOMPACTED SOIL. WATER OR ROLL TO COMPACT SOIL TO 85 PERCENT OF MAXIMUM. RAKE TO LEVEL, AND REMOVE SURFACE WOODY DEBRIS AND ROCKS LARGER THAN 1 INCH IN DIAMETER. TESC AND DEMO LEGEND INLET PROTECTION ON PROPOSED CBS CLEARING LIMITS FILTER FABRIC FENCE INTERCEPTOR DITCH CONSTRUCTION ENTRANCE RIP-RAP PROTECTION 4"x6" SPALLS REMOVE EXISTING FENCE EXISTING GRADE CONTOUR FINISHED GRADE CONTOUR ROCK CHECK DAM EXISTING TREE TO BE REMOVED REMOVE EXISTING ASPHALT REMOVE EXISTING CONCRETE STOCKPILE SF CL IP CE CD ID RR POST CONSTRUCTION SOIL QUALITY AND DEPTH CONSTRUCTION SEQUENCE ELEV ELEV 2 C2.2 5 C2.2 1 C2.3 2 C2.3 6 C2.2 1 C2.2 KEYNOTES DECOMMISSION SEPTIC SYSTEM DOCUMENTED WELL LOCATION. CONTRACTOR TO VERIFY IF DECOMMISSIONED, DECOMMISSION IF NOT. AND PROTECT AS NECESSARY DEMOLISH EXISTING STRUCTURES. SEPARATE BUILDING DEMOLITION PERMIT REQUIRED, TO BE OBTAINED BY CONTRACTOR. REMOVE EXISTING BARB WIRE FENCING DEMOLISH EXISTING CONCRETE AT NEAREST POINT DEMOLISH EXISTING ASPHALT. PROVIDE CLEAN SAWCUT EDGE FOR TRANSITION TO NEW ASPHALT PROPOSED STOCKPILE LOCATION FLAG PROPOSED INFILTRATION AREA DEMOLISH EXISTING POWER POLES PROTECT EXISTING WATER STRUCTURES PROTECT EXISTING SEWER STRUCTURES 1 2 3 4 5 6 7 8 9 10 11 05/01/2025 1 2 3 4 TEL www.ahbl.comWEBTELwww.ahbl.comWEBTELwww.ahbl.comWEB 2215 North 30th Street, Suite 300 Tacoma, WA 98403 253.383.2422TEL www.ahbl.comWEB TACOMA SEATTLE SPOKANE TRI-CITIES Know what's below. before you dig.Call R 253.383.2572 FAX 37 MW/SKMH/ABMH 4/29/2025 PERMIT SET 2220348.10 4802 TACOMA MALL BOULEVARD TACOMA, WA 98409 CONTACT: MATT LEWIS (888) 627-0013 GARRETTE CUSTOM HOMES, INC THE RESERVE AT PALISADES A PORTION OF SECTION 25, TWN. 17N, RGE 01E, W.M, CITY OF YELM, THURSTON COUNTY, WASHINGTON. THE RESERVE AT PALISADES DATE: April 25, 2025 FILENAME: Q:\2022\2220348\10_CIV\CAD\_Site Development\2220348-SH-TESC.dwg C2.2 5 TESC NOTES AND DETAILS NOTES: 1.FILTERS SHALL BE i NSPECTED AFTER EACH STORM EVENT AND CLEANED OR REPLACED WHEN 1/3 FULL. 2.INSTALL INLET PROTECTION IN ALL NEW STORM STRUCTURES THAT WILL COLLECT STORMWATER AS THEY ARE INSTALLED. ADAPTOR SKIRT RETRIEVAL STRAP OVERFLOW (TO BYPASS PEAK STORM VOLUMES) EXISTING CATCH BASIN SEDIMENT ACCUMULATION GEOTEXTILE FABRIC 24 " 36"48" CHECK DAM 20 5 10 10 6 15 5 20 4 25 2 50 100 % 1 SPACING (FT.) DITCH SLOPE CHECK DAM SPACING A AND B ARE OF EQUAL ELEVATION L = THE DISTANCE SUCH THAT POINTS 2:1 SLOPES 3: 1 L A TOP OF DITCH B 3:1 2"-4" ROCK 24" MIN. BOTTOM AND SIDES OF THE DITCH ROCK MUST COMPLETELY COVER THE 6" MIN. 4"-8" QUARRY SPALLS GEOTEXTILE 12" MIN. THICKNESS EXIST I N G R O A D R = 25' MIN. INGRESS/EGRESS AREA PROVIDE FULL WIDTH OF 20' M I N . RUNOFF DRAINS OFF THE PAD ENTRANCE BE CROWNED SO THAT IT IS RECOMMENDED THAT THE 1 0 0 ' 1.QUARRY SPALLS (OR HOG FUEL) SHALL BE ADDED IF THE PAD IS NO LONGER IN ACCORDANCE WITH THE SPECIFICATIONS. 2.IF THE ENTRANCE IS NOT PREVENTING SEDIMENT FROM BEING TRACKED ONTO PAVEMENT, THEN ALTERNATIVE MEASURES TO KEEP THE STREETS FREE OF SEDIMENT SHALL BE USED. THIS MAY INCLUDE STREET SWEEPING, AN INCREASE IN THE DIMENSIONS OF THE ENTRANCE, OR THE INSTALLATION OF A WHEEL WASH. IF WASHING IS USED, IT SHALL BE DONE ON AN AREA COVERED WITH CRUSHED ROCK, AND WASH WATER SHALL DRAIN TO A SEDIMENT TRAP OR POND. 3.ANY SEDIMENT THAT IS TRACKED ONTO PAVEMENT SHALL BE REMOVED IMMEDIATELY BY SWEEPING. THE SEDIMENT COLLECTED BY SWEEPING SHALL BE REMOVED OR STABILIZED ON-SITE. THE PAVEMENT SHALL NOT BE CLEANED BY WASHING DOWN THE STREET, EXCEPT WHEN SWEEPING IS INEFFECTIVE AND THERE IS A THREAT TO PUBLIC SAFETY. IF IT IS NECESSARY TO WASH THE STREETS, THE CONSTRUCTION OF A SMALL SUMP SHALL BE CONSIDERED. THE SEDIMENT WOULD THEN BE WASHED INTO THE SUMP. 4.ANY QUARRY SPALLS THAT ARE LOOSENED FROM THE PAD AND END UP ON THE ROADWAY SHALL BE REMOVED IMMEDIATELY. 5.IF VEHICLES ARE ENTERING OR EXITING THE SITE AT POINTS OTHER THAN THE CONSTRUCTION ENTRANCE(S), FENCING SHALL BE INSTALLED TO CONTROL TRAFFIC. MAINTENANCE STANDARDS PROVIDE DIP CULVERT FOR TEMPORARY CONTROL OF DRAINAGE. 1' M I N . INLET/OUTFALL PIPE OUTFALL P I P E SECTION VIEW PLAN VIEW EXISTING AND/OR PROPOSED GROUND 12" MIN. DEPTH (12"Ø PIPE) 18" MIN. DEPTH (15"-18"Ø PIPE) 24" MIN. ( 24"-36"Ø PIPE) 4" MIN. FACE QUARRY ROCK DIA. +4" NOTES: 1. A STAFF GAUGE SHALL BE PLACE IN THE POND WITH 1 FOOT MEASUREMENTS SHOWN TO A HEIGHT OF 5 FEET ABOVE POND BOTTOM TO MONITOR SEDIMENT LEVELS. 6'2' 1 NOT TO SCALE GRAVEL CHECK DAM 2 NOT TO SCALE INLET PROTECTION 4 NOT TO SCALE SEDIMENT TRAP 5 NOT TO SCALE CONSTRUCTION ENTRANCE 6 NOT TO SCALE ROCK OUTFALL BERM ELEVATION: PER PLAN MAX WATER SURFACE ELEVATION: PER PLAN1' FREEBOARD 2 : 1 M A X . 3H : 1 V M A X . 3 H : 1 V M A X . WIRE BACKED SILT FENCE "KEYED" INTO SLOPE TO PREVENT FLOW AROUND. PER PLANS BOTTOM ELEVATION: PER PLAN 1.00' SEDIMENT STORAGE 3.50' SETTLING DEPTH 6.0' MIN. 1' MIN. 05/01/2025 1 2 3 4 TEL www.ahbl.comWEBTELwww.ahbl.comWEBTELwww.ahbl.comWEB 2215 North 30th Street, Suite 300 Tacoma, WA 98403 253.383.2422TEL www.ahbl.comWEB TACOMA SEATTLE SPOKANE TRI-CITIES Know what's below. before you dig.Call R 253.383.2572 FAX 37 MW/SKMH/ABMH 4/29/2025 PERMIT SET 2220348.10 4802 TACOMA MALL BOULEVARD TACOMA, WA 98409 CONTACT: MATT LEWIS (888) 627-0013 GARRETTE CUSTOM HOMES, INC THE RESERVE AT PALISADES A PORTION OF SECTION 25, TWN. 17N, RGE 01E, W.M, CITY OF YELM, THURSTON COUNTY, WASHINGTON. THE RESERVE AT PALISADES DATE: April 25, 2025 FILENAME: Q:\2022\2220348\10_CIV\CAD\_Site Development\2220348-SH-TESC.dwg C2.3 6 TESC NOTES AND DETAILS CONSTRUCTION NOTES 5. 4. 3. 2.UTILITIES INSPECTOR PRIOR TO CONSTRUCTION. SHALL SECURE THE NECESSARY PERMITS FROM THE YELM CONSTRUCTED IN THE YELM RIGHT-OF-WAY, THE APPLICANT IF WATER OR OTHER UTILITIES ARE REQUIRED TO BE BE IN ATTENDANCE. THE DEVELOPER AND HIS/HER CONTRACTOR(S) MUST YELM'S DEVELOPMENT AND UTILITIES INSPECTOR. PRECONSTRUCTION CONFERENCE SHALL BE SCHEDULED WITH OR IMPROVEMENTS TO EXISTING ROADWAY FACILITIES, A PRIOR TO ANY ON SITE IMPROVEMENTS, ROADWAY CONSTRUCTION, CONSTRUCTED FACILITIES OR ADJACENT PROPERTIES. UNDERTAKEN DURING CONSTRUCTION TO AVOID DAMAGE TO TEMPORARY EROSION AND SEDIMENTATION CONTROL SHALL BE IS RESPONSIBLE FOR SCHEDULING THIS WORK. QUALIFIED LICENSED SURVEYOR. THE DEVELOPER OR CONTRACTOR CONSTRUCTION STAKING SHALL BE BY THE DESIGN ENGINEER OR A CONSTRUCTION USE BY THE ENGINEER. RESPECTS, INCLUDING SAND EQUIVALENT, WILL BE APPROVED FOR NATIVE MATERIALS MEETING THE SPECIFICATIONS IN ALL ASSOCIATION, AND CITY OF YELM PUBLIC WORKS STANDARDS. AND WASHINGTON STATE CHAPTER, AMERICAN PUBLIC WORKS JOINTLY BY WASHINGTON STATE DEPARTMENT OF TRANSPORTATION FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION, PUBLISHED MOST CURRENT STANDARD SPECIFICATIONS FOR ROAD SPECIFICATIONS WORKMANSHIP AND MATERIALS SHALL BE IN ACCORDANCE WITH THE1. A SILT SOCK SHALL BE INSTALLED AT EACH CATCH BASIN LOCATION.6. SEDIMENTS OR BUILD A NEW FENCE PARALLEL TO THE OLD ONE. WHEN SEDIMENT BUILDUP BECOMES EXCESSIVE, REMOVE THE AND DAILY DURING PROLONGED RAIN AND REPAIR THEM AS NECESSARY. POSSIBLE. INSPECT FILTER FABRIC FENCES AFTER EACH RUNOFF EVENT STORM WATER DISCHARGED OFF SITE IS AS FREE OF SEDIMENT AS 9. FILTER FABRIC FENCES SHALL BE MAINTAINED IN ORDER THAT DURING CONSTRUCTION AND SHALL WATER DOWN AREAS AS NECESSARY 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DUST CONTROL ON SITE AND IN CONFORMANCE WITH THE PERTINENT CITY OF YELM ORDINANCES. STABILIZED BY SEEDING AND MULCHING. UNWORKED REGULARLY OR FOR AN EXTENDED TIME SHALL BE DISTURBED AREAS GREATER THAN 5,000 S.F. THAT ARE LEFT 5. DURING THE TIME PERIOD OF NOVEMBER 1 THROUGH APRIL 30, ALL 6. STOCKPILED DIRT MATERIAL SHALL BE COVERED. BY THE CITY. THROUGHOUT DURATION OF PROJECT CONSTRUCTION AS DIRECTED 4. CONTRACTOR SHALL MAINTAIN ALL EROSION CONTROL DEVICES ROCK ACCESS DRIVEWAY SHALL BE IN PLACE, AS SHOWN ON PLAN. 3. PRIOR TO ANY OTHER WORK ON SITE, EROSION CONTROL FENCING AND CITY OF YELM OR OTHER GOVERNING AUTHORITY OR AGENCY. 2. COMPLY WITH ALL OTHER PERMITS AND OTHER REQUIREMENTS BY FOLLOWING COMPLETION OF CONSTRUCTION. SHALL BE CLEANED OF ALL SILTS, SAND AND OTHER MATERIALS WATER POLLUTION/FLOOD ACTIVITIES AND CONVEYANCE SYSTEMS USED AS PART OF THE TEMPORARY EROSION CONTROL AND B. ALL PERMANENT STORAGE AND DETENTION AREAS MANUAL. REQUIREMENTS OF TABLE 9.1 OF THE THURSTON REGION DRAINAGE 8. ALL DISTURBED AREAS SHALL BE SEEDED PER THE STABILIZATION PRECLUDE ANY CONSTRUCTION ACTIVITY ON THE SITE. SUBMITTAL AND APPROVAL OF THESE PLANS SHALL SHALL BE SUBMITTED TO AND APPROVED BY THE COUNTY. A. SOIL EROSION AND WATER POLLUTION/FLOOD CONTROL PLANS SPECIFICATIONS AND AS FOLLOWS: REQUIRED IN ACCORDANCE WITH SECTION 1-07.15 OF THE STANDARD 1. TEMPORARY EROSION/WATER POLLUTION MEASURES SHALL BE DRAINAGE, GRADING AND OTHER TREATMENT. CONTRACTOR, BUT MUST BE AUGMENTED WITH MULCH, NETTING, OR HOWEVER, WHENEVER IT IS IN THE INTEREST OF THE APPLICANT/ APRIL THROUGH SEPTEMBER, INCLUSIVE. SEEDING MAY PROCEED, SEEDING ALONE WILL BE ACCEPTABLE ONLY DURING THE MONTHS OF TREATMENT APPLICABLE TO THE TIME OF YEAR IN QUESTION. GRASS MULCHING, GRASS PLANTING OR OTHER APPROVED EROSION CONTROL MORE, ALL DISTURBED AREAS MUST BE IMMEDIATELY STABILIZED WITH NO FURTHER WORK IS ANTICIPATED FOR A PERIOD OF 30 DAYS OR 16. IN ANY AREA WHICH HAS BEEN STRIPPED OF VEGETATION AND WHERE AND/OR STORM DRAINAGE SYSTEMS. ADJACENT PROPERTIES, SENSITIVE AREAS, NATURAL WATER COURSES SHALL INSTALL ADDITIONAL FACILITIES AS NECESSARY TO PROTECT CONTROL EROSION AND SEDIMENTATION, THE APPLICANT/CONTRACTOR MEASURES AS SHOWN ON THIS DRAWING NOT PROVE ADEQUATE TO 15. SHOULD THE TEMPORARY EROSION AND SEDIMENTATION CONTROL SATISFIED. CONTINUE UNTIL SUCH TIME AS THE AFFECTED PROPERTY OWNER IS COMMENCE RESTORATION METHODS. RESTORATION ACTIVITY WILL MUST CEASE, AND THE OWNER/CONTRACTOR WILL IMMEDIATELY DEVELOPMENT THAT WILL AGGRAVATE THE SITUATION IN THE FUTURE PROPERTY OWNERS, ALL CONSTRUCTION WORK WITHIN THE 14. IN CASE EROSION OR SEDIMENTATION OCCURS TO ADJACENT IN A FIELD BY A SOILS ENGINEER OR ENGINEERING GEOLOGIST. NATIVE SOILS. HEIGHT AND WIDTH OF THE BENCH WILL BE DETERMINED (HORIZONTAL TO VERTICAL) SHALL BE BENCHED AS DIRECTED INTO 13. PLACEMENT OF FILL SECTIONS ON SLOPES GREATER THAN 4:1 BACKFILL SHALL BE COMPACTED AS SPECIFIED ABOVE. DENSITY BEFORE PLACING THE NEXT LIFT. ALL UTILITY TRENCH MOISTURE CONTENT, AND COMPACTED TO THE SPECIFIED MINIMUM EIGHT INCHES LOOSE THICKNESS, CONDITIONED TO THE OPTIMUM 12. ALL FILL SHALL BE PLACED IN UNIFORM HORIZONTAL LIFTS OF SIX TO CONSULTANT FOR USE. SUBSTITUTED WITH PRIOR APPROVAL BY A GEOTECHNICAL ANSI/ASTM D-1140 TEST PROCEDURE. OTHER MATERIAL MAY BE MORE THAN 7% BY WEIGHT SHALL PASS THE #200 SCREEN AS TESTED BY DETERMINED BY ANSI/ASTM TEST METHOD D-2487) SHALL BE USED. NO GRADED GRAVEL OR GRAVELY SAND (CLASSIFYING AS GW OR SW AS 11. FOR IMPORTED STRUCTURAL FILL A CLEAN, SIX-INCH MINUS, WELL CONTROL FACILITIES ONLY WHEN THE ENTIRE SITE IS STABILIZED. 17. REMOVE ALL REMAINING TEMPORARY EROSION AND SEDIMENTATION TEMPORARY EROSION CONTROL NOTES IN AREAS UNDER STRUCTURES, PAVING SECTIONS, SIDEWALKS, AND OTHER AREAS TO BE GRADED, STRIP ALL TOPSOIL AND ORGANIC MATERIAL. STOCKPILE AND COVER WITH PLASTIC ALL STOCKPILED TOPSOIL. ALL TOPSOIL AND SOD NOT TO BE REUSED SHALL BE REMOVED FROM SITE AND DISPOSED OF PROPERLY AT THE CONTRACTORS EXPENSE. FOR STRUCTURAL FILL IN AREAS UNDER FOOTINGS AND SLABS ON GRADE, ALL SOILS SHALL BE COMPACTED TO A MINIMUM DENSITY OF 90% OF ASTM D-1557 OR 95% OF UBC 70-1. THIS INCLUDES PROOF-ROLLING NATIVE SOILS EXPOSED IN THE BOTTOM OF THE EXCAVATION PRIOR TO PLACEMENT OF FILL. MATERIALS UNDER THE PAVING SECTION SHALL ALSO BE COMPACTED TO THE MINIMUM DENSITY BY PROOF-ROLLING PRIOR TO PLACEMENT OF THE PAVING SECTION; THIS INCLUDES PROOF-ROLLING IN-PLACE SOILS, SOILS THAT HAVE BEEN DISTURBED DURING CONSTRUCTION AND ALL STRUCTURAL FILL MATERIALS. 1.STOCKPILES SHALL BE STABILIZED (WITH PLASTIC COVERING OR OTHER APPROVED DEVICE) DAILY BETWEEN NOVEMBER 1 AND MARCH 31. 2.IN ANY SEASON, SEDIMENT LEACHING FROM STOCK PILES MUST BE PREVENTED. 3.TOPSOIL SHALL NOT BE PLACED WHILE IN A FROZEN OR MUDDY CONDITION, WHEN THE SUBGRADE IS EXCESSIVELY WET, OR WHEN CONDITIONS EXIST THAT MAY OTHERWISE BE DETRIMENTAL TO PROPER GRADING OR PROPOSED SODDING OR SEEDING. 4.PREVIOUSLY ESTABLISHED GRADES ON THE AREAS TO BE TOPSOILED SHALL BE MAINTAINED ACCORDING TO THE APPROVED PLAN. 1.MULCH MATERIALS USED SHALL BE HAY OR STRAW, AND SHALL BE APPLIED AT THE RATE OF 2 TONS/ACRE. (MIN. 2" THICK) 2.MULCHES SHALL BE APPLIED IN ALL AREAS WITH EXPOSED SLOPES GREATER THAN 2:1. 3.MULCHING SHALL BE USED IMMEDIATELY AFTER SEEDING OR IN AREAS WHICH CANNOT BE SEEDED BECAUSE OF THE SEASON. 4.ALL AREAS NEEDING MULCH SHALL BE COVERED BY NOVEMBER 1. 1.CONTRACTOR SHALL DESIGNATE A WASHINGTON STATE CERTIFIED EROSION AND SEDIMENT CONTROL LEAD WHO SHALL HAVE THE RESPONSIBILITY TO MONITOR AND IMPLEMENT EROSION CONTROL MEASURES. 2.CONTRACTOR SHALL PROVIDE AN EROSION AND SEDIMENT CONTROL LEAD (ESCL) WHO WILL BE ON-SITE OR ON CALL AT ALL TIMES. THE EROSION CONTROL LEAD SHALL HAVE THE AUTHORITY TO IMPLEMENT THE STORMWATER POLLUTION PREVENTION PLAN BASED ON SITE CONDITIONS WITHIN THEIR SCOPE. IF THE METHODS INDICATED FOR EROSION AND SEDIMENT CONTROL ARE NOT ADEQUATE, THE ESCL SHALL IMPLEMENT ADDITIONAL METHODS AS REQUIRED. 3.CONTRACTOR SHALL PREPARE A CONSTRUCTION SWPPP FOR THIS PROJECT. REFER TO THE PROJECT MANUAL FOR A SAMPLE SWPPP FOR THIS PROJECT. RETAIN A COPY OF THE SWPPP ON-SITE AT ALL TIMES AND AVAILABLE TO THE JURISDICTIONS HAVING AUTHORITY. 4.CONTRACTOR TO COORDINATE AREAS FOR LAY DOWN, STOCK PILE, TRAILERS & PARKING WITH WMD CONSTRUCTION PROJECT MANAGER BRAD OLSON. 5.CONTRACTOR TO REMOVE CONSTRUCTION DEBRIS, MUD, ROCKS, DIRT, ETC FROM EXISTING ROAD AND PARKING LOT DAILY. MULCHING NOTES TESC/SWPPP NOTES SOIL STOCKPILE NOTES 1.THE FILTER FABRIC SHALL BE PURCHASED IN A CONTINUOUS ROLL CUT TO THE LENGTH OF THE BARRIER TO AVOID USE OF JOINTS. WHEN JOINTS ARE NECESSARY, FILTER CLOTH SHALL BE SPLICED TOGETHER ONLY AT A SUPPORT POST WITH A MINIMUM SIX-INCH OVERLAP, AND BOTH ENDS SECURELY FASTENED TO THE POST. 2.THE FILTER FABRIC FENCE SHALL BE INSTALLED TO FOLLOW THE CONTOURS (WHERE FEASIBLE). THE FENCE POSTS SHALL BE SPACED A MAXIMUM OF SIX FEET APART AND DRIVEN SECURELY INTO THE GROUND (MINIMUM OF 30") 3.A TRENCH SHALL BE EXCAVATED, ROUGHLY EIGHT INCHES WIDE AND TWELVE INCHES DEEP, UPSLOPE AND ADJACENT TO THE WOOD POST TO ALLOW THE FILTER FABRIC TO BE BURIED. 4.WHEN STANDARD STRENGTH FILTER FABRIC IS USED, A WIRE MESH SUPPORT FENCE SHALL BE FASTENED SECURELY TO THE UPSLOPE SIDE OF THE POSTS USING HEAVY-DUTY WIRE STAPLES AT LEAST ONE INCH LONG, TIE WIRES, OR HOG RINGS. THE WIRE SHALL EXTEND INTO THE TRENCH A MINIMUM OF FOUR INCHES AND SHALL NOT EXTEND MORE THAN THIRTY SIX INCHES ABOVE THE ORIGINAL GROUND SURFACE. 5.THE STANDARD STRENGTH FILTER FABRIC SHALL BE STAPLED OR WIRED TO THE FENCE, AND TWENTY INCHES OF THE FABRIC SHALL BE EXTENDED INTO THE TRENCH. THE FABRIC SHALL NOT EXTEND MORE THAN THIRTY SIX INCHES ABOVE THE ORIGINAL GROUND SURFACE. FILTER FABRIC SHALL NOT BE STAPLED TO EXISTING TREES. 6.WHEN EXTRA-STRENGTH FILTER FABRIC AND CLOSER POST SPACING ARE USED, THE WIRE MESH SUPPORT FENCE MAY BE ELIMINATED. IN SUCH A CASE, THE FILTER FABRIC IS STAPLED OR WIRED DIRECTLY TO THE POSTS WITH ALL OTHER PROVISIONS OF STANDARD NOTE (S) APPLYING. 7.THE TRENCH SHALL BE BACKFILL WITH 3/4 INCH MINIMUM DIAMETER WASHED GRAVEL. 8.FILTER FABRIC FENCES SHALL BE REMOVED WHEN THEY HAVE SERVED THEIR USEFUL PURPOSE, BUT NOT BEFORE THE UPSLOPE AREA HAS BEEN PERMANENTLY STABILIZED. 9.FILTER FABRIC FENCES SHALL BE INSPECTED IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL. ANY REQUIRED REPAIRS SHALL BE MADE IMMEDIATELY. 10.CONTRIBUTING LENGTH TO FENCE SHALL NOT BE MORE THAN 100 FEET. 11.DO NOT INSTALL BELOW AN OUTLET PIPE OR WEIR. 12.DO NOT DRIVE OVER OR FILL OVER FILTER FABRIC FENCE. SIDE VIEW NOTES: FRONT VIEW CHAINLINK FENCE 8" 2.0' MIN. 5. 0 ' 1. 0 ' 2. 0 ' 0. 5 ' 6' MAX. 5.0' 2.0' 2.5' 2" X 4" WOOD POSTS, STANDARD OR BETTER, OR STEEL FENCE POST BURY BOTTOM OF FILTER MATERIAL IN 8"X12" TRENCH 2" X 4" BY 14 GA. WIRE FABRIC OR EQUIVALENT EXISTING GRADE ORANGE FILTER FABRIC MATERIAL 60" WIDE ROLLS - USE RINGS TO ATTACH ATTACH TO WIRE FABRIC 2" X 4" WOOD POST OR STEEL FENCE POST PROVIDE 3/4" - 1 1/2" WASHED GRAVEL BACKFILL IN TRENCH AND ON BOTH SIDES OF FILTER FENCE FABRIC ON THE SURFACE 2" X 2" BY 14 GA. WIRE FABRIC OR EQUIVALENT, AFFIX TO POST FILTER FABRIC MATERIAL MIRAFI 100 NS OR EQUIVALENT 2' MIN 1' MIN. 2 1 2 1 1' MIN 1.SEED AND MULCH SHALL BE APPLIED WITHIN 5 DAYS OF DIKE CONSTRUCTION. (SEE HYDROSEEDING NOTES) 2.THE UPSLOPE SIDE OF THE DIKE SHALL PROVIDE POSITIVE DRAINAGE TO THE DIKE OUTLET. 3.NO EROSION SHALL OCCUR AT THE DIKE OUTLET. PROVIDE ENERGY DISSIPATION MEASURES AS NECESSARY. 4.SEDIMENT LADEN RUNOFF MUST BE RELEASED THROUGH A SEDIMENT TRAPPING FACILITY SUCH AS A POND, TRAP, OR SILT FENCE AS APPROPRIATE TO DRAINAGE AREA SIZE. TEMPORARY DIKE AND SWALE NOTES GRASS OR ROCK LEVEL BOTTOM SPACING=100', 200' OR 300' DEPENDING ON SLOPE (SEE TABLE) 1 NOT TO SCALE FILTER FABRIC FENCE 2 NOT TO SCALE INTERCEPTOR SWALE SLOPE 3-5% 5-10% 10-25% SPACING (FEET) 300 FEET 200 FEET 100 FEET 05/01/2025 s s s s s s s s s s s s ss ss s s s s s s s s s ss ss s s ss s s sss s CB 18 CB 17 CB 16 CB 15 CB 20 CB 19 CB 12 CB 13 CB 9 CB 10 CB 7 CB 5 CB 6 CB 4 CB 1 CB 2 PAD: 415.00 PAD: 417.00 PAD: 419.00 PAD: 420.00 PAD: 421.00 PAD: 417.50 PAD: 416.50 PAD: 415.00 PAD: 412.00 PAD: 409.00 PAD: 406.00 PAD: 403.00 PAD: 399.00 PAD: 396.00 PAD: 393.00 PAD: 390.00 PAD: 394.00 PAD: 395.00 PAD: 396.00 PAD: 397.00 PAD: 398.00 PAD: 396.00 PAD: 396.00 PAD: 400.00 PAD: 403.00 PAD: 404.00 PAD: 404.00 PAD: 407.00 PAD: 410.00 PAD: 404.00 PAD: 417.00 PAD: 415.00 PAD: 414.00 PAD: 415.00 PAD: 420.00 PAD: 421.00 PAD: 422.00 PAD: 422.00 ROAD A PA L I S A D E S S T S E 48.9 9 % 34.02 % 44.97%RO A D A TRACT A TRACT E 14 3 39 0 40 0 41 0 39 2 39 4 39 6 39 8 40 2 40 4 40 6 40 8 41 2 41 4 41 6 422 420 414 416 418 422 4 2 2 3 8 0 380 39 040 041 0 3 7 6 37 6 3 7 8 378 382 384 386 38 839 239 439 6 39 8 40 2 40 4 40 6 40 841 241 4416 39 0 38 2 38 4 38 6 38 8 39 2 40 0 39 8 4 0 2 39 6 398 39 8 4 1 2 414 4 1 4 41 4 4 1 6 416 416 418 42 0 41 8 4 2 2 420 412414 416 418 410 406408412414416 36 0 37 0 3 8 0 35 4 35 6 35 8 36 2 36 4 36 6 36 8 37 2 37 4 3 7 6 3 7 8 3 8 2 360 37 0 354356358 37 2 37 4 37 6 37 8 380 3 7 2 374 3 7 6 3 7 8 38 2 38 4 3 8 6 3 6 0 3 5 6 3 5 8 406408412 4 1 4416 400402404 PALISA D E S S T S E S R 5 0 7 PA L I S A D E S S T S E 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00 1 5 + 0 0 16 + 0 0 17 + 0 0 17 + 8 1 0+ 0 0 1+ 0 0 2+ 0 0 3+ 0 0 4+ 0 0 4+ 1 5 EW: 413.50 BW: 400.00 TW: 403.00 EW: 403.00 EW: 390.00 TW: 384.89 EW: 379.41 BW: 374.10 TW: 403.00 BW: 396.00 BW: 398.00 TW: 403.00 TW: 387.99 BW: 374.66 PAD: 414.00 PAD: 406.00 PAD: 416.00 TW: 414.00 BW: 410.00 BW: 410.00 EW: 407.00 CB 11 CB 8 CB 14 4 0 2 TRACT D 17 18 19 24 TR A C T C 2327 26 22 39 37 38 36 33 28 30 35 TR A C T B 5 4 1 2 11 6 7 8 9 10 12 161513 SEE SHEET C5.5 AND SHEET C5.4 FOR TRACT B GRADING SEE SHEET C5.5 AND SHEET C5.4 FOR PRIVATE DRIVEWAY GRADING SEE SHEET C5.5 AND SHEET C5.4 FOR TRACT C GRADING EW: 402.00TW: 414.00 41 0 40 4 40 6 40 8 3 7 6 3 7 8 SEE SHEET C3.2 FOR INTERSECTION GRADING SEE SHEET C3.3 FOR INTERSECTION GRADING CB 3 FG: 354.00 53.2 4 % 2934 25 32 20 2131 N GRAPHIC SCALE 0 50 100 1" = 50 FEET 25 1 2 3 4 TEL www.ahbl.comWEBTELwww.ahbl.comWEBTELwww.ahbl.comWEB 2215 North 30th Street, Suite 300 Tacoma, WA 98403 253.383.2422TEL www.ahbl.comWEB TACOMA SEATTLE SPOKANE TRI-CITIES Know what's below. before you dig.Call R 253.383.2572 FAX 37 MW/SKMH/ABMH 4/29/2025 PERMIT SET 2220348.10 4802 TACOMA MALL BOULEVARD TACOMA, WA 98409 CONTACT: MATT LEWIS (888) 627-0013 GARRETTE CUSTOM HOMES, INC THE RESERVE AT PALISADES A PORTION OF SECTION 25, TWN. 17N, RGE 01E, W.M, CITY OF YELM, THURSTON COUNTY, WASHINGTON. THE RESERVE AT PALISADES DATE: April 24, 2025 FILENAME: Q:\2022\2220348\10_CIV\CAD\_Site Development\2220348-SH-GRAD.dwg C3.1 7 OVERALL GRADING PLAN CUT = 18,950 CU. YDS FILL = 17,700 CU. YDS NET = 1,250 CU. YDS EXPORT NOTE: THE ABOVE QUANTITIES ARE ESTIMATES ONLY INTENDED FOR THE PERMITTING PROCESS. DO NOT USE FOR BID PURPOSES. THE QUANTITIES DO NOT HAVE STRIPPING, COMPACTION, OR CUT OR FILL ADJUSTMENT FACTORS APPLIED TO THEM, NOR DO THEY ACCOUNT FOR ROADWAY SECTION. EARTHWORK QUANTITIES RETAINING WALL DESIGNED BY OTHERS. SEPARATE BUILDING PERMIT REQUIRED. BOTTOM OF WALL (BW) TOP WALL AT PAD GRADE (TW) TW TOP OF WALL PER NOMENCLATURE DETAIL BW BOTTOM OF WALL PER NOMENCLATURE DETAIL EW END OF WALL CB CATCH BASIN RDCO ROOF DRAIN CLEANOUT ACRONYM LEGEND 1 NOT TO SCALE WALL SPOT ELEVATION NOMENCLATURE 05/01/2025 4 2 0 4 1 8 4 1 8 4 2 0 4 1 8 1+00 2+00 36 6 PALISADES ST SE 7+ 0 0 CB 16 RIM: 418.90 FG: 418.89 FG: 418.97 FG: 418.92FG: 418.87 TC: 418.14 TC: 418.05TC: 418.05 TC: 417.96 5.0' 5.0' 7.36% 7.15% 1.00% 0. 4 9 % 1. 0 0 % 1.50% RO A D A PALISADES ST SE STA: 1+34.51 = ROAD A STA: 7+00.01 BC: 418.14 BC: 418.05 TC: 418.09 BC: 417.93BC: 417.93 TC: 418.08 BC: 418.05 BC: 417.96 BC: 417.93 TC: 418.16 BC: 418.87 TC: 419.11 FG: 418.07 FG: 418.17 PROVIDE POSITIVE DRAINAGE ALONG FLOWLINE FL: 418.03 FL: 417.94 FL: 417.83 1.81% 2.23% 2. 0 0 % 1.5 0 % 1.98% 1.98% FL: 418.03 FL: 418.12 1 . 5 0 % 5.0' 6.9' 1/2Δ FL: 417.75 1/2Δ FL: 418.80 BCR STA: 1+46.42, 36.36' LT FL: 417.84 10.0' 11.8' BC: 417.83 TC: 418.07 BC: 417.32 TC: 417.49 BCR STA: 0+98.48, 12.24' LT FL: 417.24 ECR STA: 1+70.52, 12.42' LT FL: 419.40 ECR STA: 1+22.42, 36.30' LT FL: 417.85 BC: 419.49 TC: 419.73 3/4Δ FL: 419.12 1/4Δ FL: 418.09 1/4Δ FL: 417.50 3/4Δ FL: 418.02 2.0' 1.82% 7.15% FG: 418.08 FG: 418.18 Δ=90°00'00" R=25.00' L=39.27'Δ=90°06'08" R=25.00' L=39.31' 10.0' UTILITY EASEMENT 5.0' 10.0' UTILITY EASEMENT FG: 420.61 FG: 420.51 4.47% 4.61% 2. 0 0 % 12 1 1 1 2 FG: 417.80 FG: 417.90 2. 0 0 % 1 . 6 3 % 1.6 3 % 0. 9 3 % 2. 4 2 % FG: 418.03 FG: 418.13 2.01% 5. 2 5 % 5. 0 9 % N GRAPHIC SCALE 0 5 10 1" = 5 FEET 1 2 3 4 TEL www.ahbl.comWEBTELwww.ahbl.comWEBTELwww.ahbl.comWEB 2215 North 30th Street, Suite 300 Tacoma, WA 98403 253.383.2422TEL www.ahbl.comWEB TACOMA SEATTLE SPOKANE TRI-CITIES Know what's below. before you dig.Call R 253.383.2572 FAX 37 MW/SKMH/ABMH 4/29/2025 PERMIT SET 2220348.10 4802 TACOMA MALL BOULEVARD TACOMA, WA 98409 CONTACT: MATT LEWIS (888) 627-0013 GARRETTE CUSTOM HOMES, INC THE RESERVE AT PALISADES A PORTION OF SECTION 25, TWN. 17N, RGE 01E, W.M, CITY OF YELM, THURSTON COUNTY, WASHINGTON. THE RESERVE AT PALISADES DATE: April 24, 2025 FILENAME: Q:\2022\2220348\10_CIV\CAD\_Site Development\2220348-SH-GRAD-INTX.dwg C3.2 8 PALISADES ST SE & ROAD A INTERSECTION GRADING ABBREVIATIONS STA STATION EG EXISTING GRADE FG FINISH GRADE FL FLOW LINE TC TOP OF CURB BC BOTTOM OF CURB LT LEFT RT RIGHT BCR BEGIN CURB RADIUS ECR END CURB RADIUS L LENGTH R RADIUS HP HIGH POINT LP LOW POINT KEYNOTES ADA RAMP LANDING. SLOPE NOT TO EXCEED 2% IN ANY DIRECTION. ADA RAMP. SLOPE SHALL NOT EXCEED 8.3% IN DIRECTION OF TRAVEL. CROSS SLOPES SHALL NOT EXCEED 2%. 1 2 35.58' 16.51' 05/01/2025 CB 1 RIM: 375.42 CB 2 RIM: 375.42 3 8 0 376 37 8 3 8 2 3 8 0 390 37 6 3 7 838 2 38 4 38 6 38 8 PALISA D E S S T S E 3 7 6 3 7 8 18 + 0 0 18 + 0 2 TRACT DRO A D A Δ=77°02'10" R=24.00' L=32.27' Δ=89°46'04" R=24.00' L=37.60' FG: 377.35 TC:377.31 FL: 377.31 TC:377.39 FL: 377.39 FG: 373.81 FG: 373.87 FG: 374.07 TC:373.98 FL: 373.98 TC:374.04 FL: 374.04 FG: 383.27 FG: 383.20 FG: 380.26 FG: 380.19 FG: 378.11 FG: 378.18 FG: 378.11 FG: 375.99 FG: 376.09 FG: 378.03 ECR STA: 17+60.49, 12.00' RT TC:377.10 FL: 376.60 BCR STA: 17+55.64, 12.00' LT TC:375.60 FL: 375.10 ECR STA: 17+79.64, 35.90' LT TC:372.40 FL: 371.90BCR STA: 17+83.88, 30.62' RT TC:379.95 FL: 379.45 1 . 4 3 % 15.26% 14.23% 1.59% 1.40% 4. 6 4 % 4. 7 0 % 6.54% 7.80%1.50% 1. 3 6 % 1. 5 5 % 0. 9 8 % 1.5 1 % 0 . 7 7 % 0.61% 1. 3 7 % 3.96% 3.81%1/2Δ TC:373.98 FL: 373.98 3/4Δ TC:373.45 FL: 372.95 1/4Δ TC:374.82 FL: 374.32 2.00% 1. 2 2 % 1 . 4 5 % 15.79% 15.94%21 2 1 13/4Δ TC:377.82 FL: 377.32 1/2Δ TC:378.26 FL: 377.76 1/4Δ TC:379.11 FL: 378.61TC:380.05 FL: 379.55 LP/FL: 375.45 LP/FL: 375.45FG: 375.75 FL: 375.46 TC: 375.75 FL: 375.46FG: 375.77 FL: 375.50 FL: 375.50FG: 375.81 FG: 375.80 FG: 375.88 FG: 375.95 FG: 376.03 FG: 376.10 EG: 376.23 EG: 371.87 EG: 379.62 TC:376.59 FL: 376.09 TC: 375.71 TC: 375.70 TC: 375.75 TC: 375.71 TC: 375.70 BC: 375.59 BC: 375.55 BC: 375.53 BC: 375.53 BC: 375.55 BC: 375.58 TC:376.38 FL: 375.88 TC:375.82 FL: 375.32 5.00' N GRAPHIC SCALE 0 5 10 1" = 5 FEET 1 2 3 4 TEL www.ahbl.comWEBTELwww.ahbl.comWEBTELwww.ahbl.comWEB 2215 North 30th Street, Suite 300 Tacoma, WA 98403 253.383.2422TEL www.ahbl.comWEB TACOMA SEATTLE SPOKANE TRI-CITIES Know what's below. before you dig.Call R 253.383.2572 FAX 37 MW/SKMH/ABMH 4/29/2025 PERMIT SET 2220348.10 4802 TACOMA MALL BOULEVARD TACOMA, WA 98409 CONTACT: MATT LEWIS (888) 627-0013 GARRETTE CUSTOM HOMES, INC THE RESERVE AT PALISADES A PORTION OF SECTION 25, TWN. 17N, RGE 01E, W.M, CITY OF YELM, THURSTON COUNTY, WASHINGTON. THE RESERVE AT PALISADES DATE: April 24, 2025 FILENAME: Q:\2022\2220348\10_CIV\CAD\_Site Development\2220348-SH-GRAD-INTX.dwg C3.3 9 ROAD A & EXISTING PALISADES ST SE INTERSECTION GRADING ABBREVIATIONS STA STATION EG EXISTING GRADE FG FINISH GRADE FL FLOW LINE TC TOP OF CURB BC BOTTOM OF CURB LT LEFT RT RIGHT BCR BEGIN CURB RADIUS ECR END CURB RADIUS L LENGTH R RADIUS HP HIGH POINT LP LOW POINT KEYNOTES ADA RAMP LANDING. SLOPE NOT TO EXCEED 2% IN ANY DIRECTION. ADA RAMP. SLOPE SHALL NOT EXCEED 8.3% IN DIRECTION OF TRAVEL. CROSS SLOPES SHALL NOT EXCEED 2%. 1 2 MATCH EXISTING GRADE SUPERELEVATION TRANSITION 45.00' 13.60' 19.05' 05/01/2025 s s s s s s s s s s s s ss ss s s s s s s s s s ss ss s s ss s s sss s CB 18 RIM: 420.35 CB 17 RIM: 420.30 CB 16 RIM: 418.90 CB 15 RIM: 416.61 CB 20 RIM: 413.05 CB 19 RIM: 413.13 CB 13 RIM: 411.24 CB 9 RIM: 401.11 CB 10 RIM: 401.12 CB 7 RIM: 392.91 CB 5 RIM: 388.17 CB 6 RIM: 388.17 CB 4 RIM: 383.98 CB 1 RIM: 375.42 CB 2 RIM: 375.42 PAD: 415.00 PAD: 417.00 PAD: 419.00 PAD: 420.00 PAD: 421.00 PAD: 417.50 PAD: 416.50 PAD: 415.00 PAD: 412.00 PAD: 409.00 PAD: 406.00 PAD: 403.00 PAD: 399.00 PAD: 396.00 PAD: 393.00 PAD: 390.00 PAD: 394.00 PAD: 395.00 PAD: 396.00 PAD: 397.00 PAD: 398.00 PAD: 396.00 PAD: 396.00 PAD: 400.00 PAD: 403.00 PAD: 404.00 PAD: 404.00 PAD: 407.00 PAD: 410.00 PAD: 404.00 PAD: 417.00 PAD: 415.00 PAD: 414.00 PAD: 415.00 PAD: 420.00 PAD: 421.00 PAD: 422.00 PAD: 422.00 ROAD A 48.6 9 % 34.02 % ?? ? 44.97%RO A D A TRACT A TRACT E 14 3 39 0 40 0 41 0 39 2 3 9 4 39 6 39 8 40 2 40 4 40 6 40 8 41 2 41 4 41 6 422 420 414 416 418 422 4 2 2 3 8 0 380 39 040 041 0 3 7 6 37 6 3 7 8 378 382 384 386 38 839 239 439 639 8 40 2 40 4 40 6 40 8 41 241 4 4 1 6 39 0 38 2 38 4 38 6 38 8 39 2 40 0 39 8 4 0 2 39 6 398 39 8 41 0 40 4 40 6 40 8 4 1 2 414 4 1 4 41 4 4 1 6 416 416 418 42 0 41 8 4 2 2 420 412414 416 418 410 406408412414416 36 0 37 0 3 8 0 35 4 35 6 35 8 36 2 36 4 36 6 36 8 37 2 37 4 3 7 6 3 7 8 3 8 2 360 37 0 354356358 37 2 37 4 37 6 37 8 3 7 0 3 7 0 380 3 7 2 37 4 3 7 6 3 7 8 38 2 3 8 4 3 8 6 3 6 0 3 5 6 3 5 8 406408412 4 1 4416 400402404 PALISADES ST SE S R 5 0 7 PA L I S A D E S S T S E 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00 1 5 + 0 0 16 + 0 0 17 + 0 0 17 + 8 1 0+ 0 0 1+ 0 0 2+ 0 0 3+ 0 0 4+ 0 0 4+ 1 5 PAD: 414.00 PAD: 406.00 PAD: 416.00 RDCO 39 RDCO 38 RDCO 1 RDCO 37 RDCO 2 RDCO 36 RDCO 3 RDCO 32 RDCO 6 RDCO 7 RDCO 4B RDCO 4A RDCO 33 RDCO 35 RDCO 8 RDCO TRCT B RDCO 34A RDCO 34B RDCO 5B RDCO 5A CB 14 RIM: 411.64 RDCO 9BRDCO 9A RDCO 29 RDCO 10 RDCO 28B RDCO 28A RDCO 11A RDCO 11B RDCO 27B RDCO 27A RDCO 12B RDCO 12A CB 11 RIM: 401.49 RDCO 24 RDCO 13 RDCO TRCT C RDCO 14A RDCO 14B CB 8 RIM: 393.23 RDCO 23A RDCO 17 RDCO 15B RDCO 15A RDCO 16B RDCO 16A PAL - 1 PAL - 2 PAL - 3 PAL - 4 PAL - 5 PAL - 6 PAL - 7 PAL - 8 PAL - 9 PAL - 10 PAL - 11 PAL - 12 RD A - 7 RD A - 8RD A - 6 RD A - 12 RD A - 13 RD A - 1 0 RD A - 15 RD A - 16 RD A - 17 RD A - 30 RD A - 29 RD A - 28 RD A - 27 RD A - 26 RD A - 22 RD A - 25 RD A - 24 RD A - 23 RD A - 21RD A - 5 RD A - 4 RD A - 3 RD A - 2RD A - 1 RD A - 40 RD A - 39 RD A - 42 RD A - 38 RD A - 37 RD A - 36 RD A - 35 RD A - 34 RD A - 33 RD A - 32PA L I S A D E S S T S E CB 12 RIM: 411.31 22 24 33 2327 28 26 30 TR A C T B 36 35 39 37 38 5 4 1 2 11 6 7 8 9 10 16151213 17 18 19 RD A - 43 TR A C T C RDCO 31 RDCO 30 RDCO 25 RD A - 45 RD A - 44 RD A - 4631 2934 20 21 25 WALL DRAIN CONNECT 2 WD 2 WALL DRAIN CONNECT 1 WD 1 RD A - 42 (1) WALL DRAIN CONNECTION TEE STORM STRUCTURE TABLE STRUCTURE NAME CB 8 TYPE 1 N 590486.59 E 1110474.90 CB 11 TYPE 1 N 590322.53 E 1110470.87 CB 14 TYPE 1 N 590118.70 E 1110465.95 RDCO 1 CO N 589797.76 E 1110526.75 RDCO 2 CO N 589802.51 E 1110504.54 RDCO 3 CO N 589805.81 E 1110407.65 RDCO 4A CO N 589806.16 E 1110395.33 RDCO 4B CO N 589807.59 E 1110345.62 RDCO 5A CO N 589809.07 E 1110293.84 RDCO 5B CO N 589807.88 E 1110335.48 RDCO 6 CO N 589933.57 E 1110383.32 RDCO 7 CO N 589998.07 E 1110384.84 STRUCTURE DETAILS RIM = 393.23 IE = 390.58 (6" S) IE = 390.08 (12" W) IE = 390.58 (6" E) RIM = 401.49 IE = 398.77 (6" S) IE = 398.27 (12" W) IE = 398.77 (6" E) RIM = 411.64 IE = 407.16 (6" S) IE = 406.66 (12" W) IE = 407.16 (6" E) RIM = 421.00 IE = 418.19 (6" W) RIM = 420.00 IE = 417.74 (6" E) IE = 417.74 (6" N) RIM = 419.00 IE = 414.16 (6" W) RIM = 417.00 IE = 412.31 (6" E) IE = 412.31 (6" W) RIM = 417.00 IE = 411.32 (6" E) IE = 411.32 (6" W) RIM = 415.00 IE = 409.38 (6" E) IE = 409.38 (6" N) RIM = 415.00 IE = 409.80 (6" E) IE = 409.80 (6" W) RIM = 417.50 IE = 413.64 (6" N) RIM = 416.50 IE = 412.35 (6" S) IE = 412.35 (6" N) STORM STRUCTURE TABLE STRUCTURE NAME RDCO 8 CO N 590062.98 E 1110386.52 RDCO 9A CO N 590076.84 E 1110386.66 RDCO 9B CO N 590120.62 E 1110387.90 RDCO 10 CO N 590193.50 E 1110389.69 RDCO 11A CO N 590207.50 E 1110390.02 RDCO 11B CO N 590258.45 E 1110391.23 RDCO 12A CO N 590270.83 E 1110391.59 RDCO 12B CO N 590324.19 E 1110392.89 RDCO 13 CO N 590388.44 E 1110394.46 RDCO 14A CO N 590400.43 E 1110394.71 RDCO 14B CO N 590453.25 E 1110396.04 RDCO 15A CO N 590471.86 E 1110396.59 STRUCTURE DETAILS RIM = 415.00 IE = 411.05 (6" S) IE = 411.05 (6" N) RIM = 412.00 IE = 408.97 (6" S) IE = 408.97 (6" N) RIM = 412.00 IE = 408.40 (6" S) IE = 408.40 (6" E) RIM = 409.00 IE = 404.07 (6" N) RIM = 406.00 IE = 401.97 (6" S) IE = 401.97 (6" N) RIM = 406.00 IE = 400.95 (6" S) IE = 400.95 (6" N) RIM = 403.00 IE = 399.09 (6" S) IE = 399.09 (6" N) RIM = 403.00 IE = 398.03 (6" S) IE = 398.03 (6" E) RIM = 399.00 IE = 394.86 (6" N) RIM = 396.00 IE = 393.06 (6" S) IE = 393.06 (6" N) RIM = 396.00 IE = 392.01 (6" S) IE = 392.01 (6" N) RIM = 393.00 IE = 388.75 (6" S) IE = 388.75 (6" N) STORM STRUCTURE TABLE STRUCTURE NAME RDCO 15B CO N 590518.19 E 1110397.63 RDCO 16A CO N 590533.62 E 1110398.02 RDCO 16B CO N 590583.38 E 1110399.24 RDCO 17 CO N 590582.72 E 1110479.07 RDCO 23A CO N 590403.53 E 1110472.78 RDCO 24 CO N 590383.95 E 1110472.37 RDCO 25 CO N 590320.15 E 1110567.87 RDCO 27A CO N 590244.95 E 1110468.87 RDCO 27B CO N 590288.05 E 1110470.11 RDCO 28A CO N 590187.23 E 1110467.54 RDCO 28B CO N 590228.80 E 1110468.49 RDCO 29 CO N 590175.02 E 1110467.26 STRUCTURE DETAILS RIM = 393.00 IE = 387.82 (6" S) IE = 387.82 (6" N) RIM = 390.00 IE = 385.50 (6" S) IE = 385.50 (6" N) RIM = 390.00 IE = 384.66 (6" S) IE = 384.66 (6" E) RIM = 394.00 IE = 388.00 (6" W) RIM = 396.00 IE = 392.25 (6" S) IE = 392.25 (6" N) RIM = 400.00 IE = 396.00 (6" N) RIM = 402.90 IE = 399.74 (6" S) IE = 399.74 (6" W) RIM = 404.00 IE = 400.33 (6" S) IE = 400.33 (6" N) RIM = 404.00 IE = 399.47 (6" S) IE = 399.47 (6" N) RIM = 407.00 IE = 403.58 (6" S) IE = 403.58 (6" N) RIM = 407.00 IE = 402.75 (6" S) IE = 402.75 (6" N) RIM = 410.00 IE = 405.78 (6" N) STORM STRUCTURE TABLE STRUCTURE NAME RDCO 30 CO N 590221.63 E 1110565.35 RDCO 31 CO N 590220.05 E 1110629.73 RDCO 32 CO N 590076.01 E 1110624.85 RDCO 33 CO N 590068.58 E 1110565.68 RDCO 34A CO N 590031.21 E 1110463.75 RDCO 34B CO N 590080.93 E 1110465.02 RDCO 35 CO N 590021.06 E 1110463.49 RDCO 36 CO N 589880.79 E 1110506.82 RDCO 37 CO N 589879.40 E 1110517.80 RDCO 38 CO N 589865.41 E 1110577.57 RDCO 39 CO N 589862.42 E 1110632.40 RDCO TRCT B CO N 590115.85 E 1110582.32 STRUCTURE DETAILS RIM = 404.81 IE = 400.73 (6" E) IE = 400.73 (6" N) IE = 400.90 (6" S) RIM = 406.00 IE = 402.53 (6" W) RIM = 417.00 IE = 413.87 (6" W) RIM = 415.00 IE = 410.55 (6" N) RIM = 414.00 IE = 410.72 (6" S) IE = 410.72 (6" N) RIM = 414.00 IE = 409.72 (6" S) IE = 409.72 (6" N) RIM = 415.00 IE = 412.24 (6" N) RIM = 420.00 IE = 417.35 (6" E) IE = 417.35 (6" S) RIM = 421.00 IE = 417.57 (6" E) IE = 417.57 (6" W) RIM = 422.05 IE = 418.80 (6" E) IE = 418.80 (6" W) RIM = 422.00 IE = 419.51 (6" W) RIM = 413.37 IE = 408.48 (6" W) PIPE TABLE NAME PAL - 1 PAL - 2 PAL - 3 PAL - 4 PAL - 5 PAL - 6 PAL - 7 PAL - 8 PAL - 9 PAL - 10 PAL - 11 RD A - 1 RD A - 2 RD A - 4 RD A - 5 RD A - 6 RD A - 7 RD A - 8 RD A - 10 RD A - 12 RD A - 13 RD A - 15 RD A - 16 RD A - 17 RD A - 21 RD A - 22 RD A - 23 SIZE 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" LENGTH 18' 42' 10' 50' 12' 18' 23' 23' 11' 61' 50' 65' 65' 44' 18' 10' 50' 38' 101' 12' 4' 48' 27' 49' 14' 51' 12' SLOPE 1.00% 1.00% 15.00% 2.00% 15.00% 0.50% 2.00% 0.50% 2.00% 2.00% 3.62% 2.00% 2.00% 1.29% 2.04% 15.00% 2.00% 6.78% 1.00% 2.00% 2.00% 5.00% 4.00% 7.00% 15.00% 2.00% 15.00% MATERIAL PVC PVC PVC PVC PVC PVC PVC PVC PVC PVC PVC PVC PVC PVC PVC PVC PVC PVC PVC PVC PVC PVC PVC PVC PVC PVC PVC PIPE TABLE NAME RD A - 24 RD A - 25 RD A - 26 RD A - 27 RD A - 28 RD A - 29 RD A - 30 RD A - 32 RD A - 33 RD A - 34 RD A - 35 RD A - 36 RD A - 37 RD A - 38 RD A - 39 RD A - 40 RD A - 42 RD A - 42 (1) RD A - 43 RD A - 44 RD A - 45 RD A - 46 WD 1 WD 2 SIZE 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" LENGTH 53' 18' 12' 42' 16' 43' 34' 12' 53' 19' 46' 15' 50' 18' 20' 83' 23' 97' 24' 97' 99' 64' 40' 135' SLOPE 1.98% 0.50% 18.00% 2.00% 15.00% 2.00% 2.02% 15.00% 2.00% 17.50% 2.00% 15.00% 1.69% 1.00% 19.15% 2.01% 2.00% 2.00% 15.40% 1.00% 1.00% 2.80% 10.37% 9.12% MATERIAL PVC PVC PVC PVC PVC PVC PVC PVC PVC PVC PVC PVC PVC PVC PVC PVC PVC PVC PVC PVC PVC PVC PVC PVC STORM STRUCTURE TABLE STRUCTURE NAME RDCO TRCT C CO N 590483.98 E 1110594.92 STRUCTURE DETAILS RIM = 395.67 IE = 392.98 (6" W) WALL DRAIN TABLE NAME WALL DRAIN CONNECT 1 WALL DRAIN CONNECT 2 WALL DRAIN CONNECTION TEE DETAILS IE = 405.00 (6" N) IE = 405.00 (6" N) IE = 392.53 (6" E) IE = 392.53 (6" W) IE = 392.70 (6" S) N GRAPHIC SCALE 0 50 100 1" = 50 FEET 25 1 2 3 4 TEL www.ahbl.comWEBTELwww.ahbl.comWEBTELwww.ahbl.comWEB 2215 North 30th Street, Suite 300 Tacoma, WA 98403 253.383.2422TEL www.ahbl.comWEB TACOMA SEATTLE SPOKANE TRI-CITIES Know what's below. before you dig.Call R 253.383.2572 FAX 37 MW/SKMH/ABMH 4/29/2025 PERMIT SET 2220348.10 4802 TACOMA MALL BOULEVARD TACOMA, WA 98409 CONTACT: MATT LEWIS (888) 627-0013 GARRETTE CUSTOM HOMES, INC THE RESERVE AT PALISADES A PORTION OF SECTION 25, TWN. 17N, RGE 01E, W.M, CITY OF YELM, THURSTON COUNTY, WASHINGTON. THE RESERVE AT PALISADES PERMIT # 2025- PROJECT # LD2024.0072 DATE: April 24, 2025 FILENAME: Q:\2022\2220348\10_CIV\CAD\_Site Development\2220348-SH-STRM-ROOF.dwg C4.1 10 ROOF DRAINAGE PLAN 1.ALL PAD GRADES SHOWN ARE STRUCTURAL PAD GRADES. ACRONYM LEGEND TW TOP OF WALL PER NOMENCLATURE DETAIL BW BOTTOM OF WALL PER NOMENCLATURE PAL PALISADES RD A ROAD A CB CATCH BASIN RDCO ROOF DRAIN CLEANOUT PAD GRADE NOTES 05/01/2025 s s s s s s s s s ss ss s s s s s s s s s ss s s CB 18 CB 17 CB 16 CB 15 CB 12 CB 13 CB 9 CB 10 CB 7 CB 5 CB 6 CB 4 ROAD A PA L I D S A D E S S T S E RO A D A R25.00' 26.00' ACCESS AND UTILITY EASEMENT 14 1+ 0 0 2+ 0 0 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00 1 5 + 0 0 16 + 0 0 CB 14 CB 11 CB 8 2.00' PRIVATE ROOF DRAIN STORM EASEMENT, TYP. SEE SHEET C4.1 FOR MORE INFORMATION 28 TR A C T B 35 6 7 8 9 12 13 24 TR A C T C 2327 17 1110 1615 18 3 36 4 1 2 37 2934 18 4 PROPOSED GRADE ELEVATION AT ROAD CENTERLINEEXISTING GRADE ELEVATION AT ROAD CENTERLINE EXISTING GRADE AT ROAD CENTERLINE PROPOSED GRADE AT ROAD CENTERLINE PROPO S E D 8 " D I P W A T E R M A I N PR O P O S E D S S F M STORM CROSSING WATER & SEWER SEE SHEETS C7.1 AND C8.1 STORM CROSSING WATER & SEWER SEE SHEETS C7.1 AND C8.1 STORM CROSSING WATER & SEWER SEE SHEETS C7.1 AND C8.1 365 370 375 380 385 390 395 400 405 410 415 420 425 365 370 375 380 385 390 395 400 405 410 415 420 425 7+00 FG 4 1 8 . 0 2 FG 4 1 7 . 0 7 7+50 FG 4 1 7 . 1 3 FG 4 1 6 . 7 9 8+00 FG 4 1 6 . 5 6 FG 4 1 6 . 4 5 8+50 FG 4 1 4 . 9 1 FG 4 1 3 . 5 9 9+00 FG 4 1 1 . 4 3 FG 4 0 9 . 7 6 9+50 FG 4 0 8 . 6 6 FG 4 0 8 . 3 0 10+00 FG 4 0 7 . 2 2 FG 4 0 6 . 3 2 10+50 FG 4 0 5 . 7 4 FG 4 0 5 . 6 3 11+00 FG 4 0 4 . 4 0 FG 4 0 3 . 9 6 11+50 FG 4 0 3 . 4 5 FG 4 0 2 . 8 7 12+00 FG 4 0 2 . 1 7 FG 4 0 1 . 0 8 12+50 FG 3 9 9 . 5 5 FG 3 9 8 . 0 4 13+00 FG 3 9 6 . 3 5 FG 3 9 4 . 8 6 13+50 FG 3 9 3 . 3 4 FG 3 9 1 . 4 8 14+00 FG 3 8 9 . 3 8 FG 3 8 7 . 6 0 14+50 FG 3 8 5 . 0 1 FG 3 8 2 . 7 4 15+00 FG 3 8 1 . 9 5 STA: 7+18.51, 19.04' RT IE: 407.80 12" (E) IE: 407.80 12" (N) IE: 407.80 12" (W) RIM: 418.90 CB 16, 48" TYPE 2 STA: 7+88.58, 17.89' RT IE: 407.45 12" (S) IE: 407.45 12" (N) RIM: 416.61 CB 15, 48" TYPE 2 70 LF 12" CPEP @ 0.50% STA: 9+77.80, 17.89' RT IE: 406.50 12" (S) IE: 406.50 12" (N) IE: 406.50 12" (W) IE: 406.50 12" (E) RIM: 411.31 CB 12, 48" TYPE 2 STA: 11+81.69, 18.72' RT IE: 397.07 12" (S) IE: 397.07 12" (N) IE: 397.07 12" (W) IE: 397.07 12" (E) RIM: 401.11 CB 9, TYPE 1 STA: 13+45.81, 18.72' RT IE: 389.88 12" (S) IE: 389.88 12" (N) IE: 389.88 12" (E) RIM: 392.91 CB 7, TYPE 1 STA: 14+40.72, 18.72' RT IE: 383.79 12" (S) IE: 383.79 12" (NE) IE: 383.79 12" (W) IE: 384.29 6" (E) RIM: 388.17 CB 5, TYPE 1 54 LF 12" CPEP @ 4.96% STA: 14+40.65, 18.72' LT IE: 383.98 12" (E) IE: 384.48 6" (W) RIM: 388.17 CB 6, TYPE 1 STA: 11+81.62, 18.72' LT IE: 397.44 12" (E) IE: 397.94 6" (W) RIM: 401.12 CB 10, TYPE 1 STA: 9+77.74, 18.72' LT IE: 407.54 12" (E) IE: 408.04 6" (W) RIM: 411.24 CB 13, TYPE 1 37 LF 12" CPEP @ 2.84% 37 LF 12" CPEP @ 1.00% 37 LF 12" CPEP @ 0.50% PVI: 414.20 PVI STA: 9+29.00 K: 49.98 A.D.: 3.00% 150' VC BV C S : 8 + 5 4 . 0 0 BV C E : 4 1 5 . 7 0 EV C S : 1 0 + 0 4 . 0 0 EV C E : 4 1 0 . 4 5 204 L F 1 2 " C P E P @ 4 . 6 3 % 164 L F 1 2 " C P E P @ 4 . 3 8 % 95 L F 1 2 " C P E P @ 6 . 4 2 % 189 LF 12" CPEP @ 0.50% N GRAPHIC SCALE 0 50 100 1" = 50 FEET 25 1 2 3 4 TEL www.ahbl.comWEBTELwww.ahbl.comWEBTELwww.ahbl.comWEB 2215 North 30th Street, Suite 300 Tacoma, WA 98403 253.383.2422TEL www.ahbl.comWEB TACOMA SEATTLE SPOKANE TRI-CITIES Know what's below. before you dig.Call R 253.383.2572 FAX 37 MW/SKMH/ABMH 4/29/2025 PERMIT SET 2220348.10 4802 TACOMA MALL BOULEVARD TACOMA, WA 98409 CONTACT: MATT LEWIS (888) 627-0013 GARRETTE CUSTOM HOMES, INC THE RESERVE AT PALISADES A PORTION OF SECTION 25, TWN. 17N, RGE 01E, W.M, CITY OF YELM, THURSTON COUNTY, WASHINGTON. THE RESERVE AT PALISADES DATE: April 24, 2025 FILENAME: Q:\2022\2220348\10_CIV\CAD\_Site Development\2220348-SH-ROAD A.dwg C5.1 11 ROAD A PLAN AND PROFILE ROAD A PROFILE SCALE: H;1"=50', V:1"=5' MAT C H L I N E S E E S H E E T C5.2 1 C5.4 05/01/2025 CB 1 s s s s s CB 7 CB 5 CB 4 CB 2 ROAD A 18+02 14 + 0 0 15+ 0 0 16+00 17+00 18+00 CB 8 TR A C T C 17 18 19 CB 3 P A L I D S A D E S S T S E 20 18 PR O P O S E D S S F M EXISTING ELEVATION AT ROAD CENTERLINE EXISTING ELEVATION AT ROAD CENTERLINE 355 360 365 370 375 380 385 390 395 355 360 365 370 375 380 385 390 395 15+00 FG 3 8 5 . 6 6 15+50 FG 3 8 3 . 1 6 16+00 FG 3 8 0 . 6 6 16+50 FG 3 7 8 . 1 6 17+00 FG 3 7 6 . 1 9 17+50 FG 3 7 5 . 8 1 18+00 FG FG 3 8 4 . 4 1 FG 3 8 1 . 9 1 FG 3 7 9 . 4 1 FG 3 7 6 . 9 9 FG 3 7 5 . 8 0 FG 3 7 6 . 1 4 54 LF 12" CPEP @ 4.96% STA: 15+24.39, 18.72' RT IE: 381.11 12" (SW) IE: 381.11 12" (E) RIM: 383.98 CB 4, TYPE 1 15 5 L F 1 2 " C P E P @ 4 . 7 9 % 44 LF 12" DI CL52 @ 0.30% EXISTING GRADE AT ROAD CENTERLINE PROPOSED GRADE AT ROAD CENTERLINE 24 LF 12" DI CL52 @ 0.30% STA: 17+37.01, 12.22' RT IE: 373.43 12" (W) IE: 373.43 12" (N) IE: 373.43 12" (E) RIM: 375.42 CB 2, TYPE 1 STA: 17+37.01, 12.22' LT IE: 373.50 12" (S) RIM: 375.42 CB 1, TYPE 1 53 LF 12" DI CL52 @ 0.50% STA: 16+84.26, 18.72' RT IE: 373.70 12" (W) IE: 373.70 12" (E) RIM: 376.30 CB 3, TYPE 1 8" D I P W A T E R M A I N STORM CROSSING WATER & SEWER SEE SHEETS C7.1 AND C8.1 1.45% PVI: 375.19 PVI STA: 17+09.50 K: 15.51 A.D.: 6.45% 100' VC BV C S : 1 6 + 5 9 . 5 0 BV C E : 3 7 7 . 6 9 EV C S : 1 7 + 5 9 . 5 0 EV C E : 3 7 5 . 9 2 LOW PT: 17+37.01 ELEV: 375.75 N GRAPHIC SCALE 0 50 100 1" = 50 FEET 25 1 2 3 4 TEL www.ahbl.comWEBTELwww.ahbl.comWEBTELwww.ahbl.comWEB 2215 North 30th Street, Suite 300 Tacoma, WA 98403 253.383.2422TEL www.ahbl.comWEB TACOMA SEATTLE SPOKANE TRI-CITIES Know what's below. before you dig.Call R 253.383.2572 FAX 37 MW/SKMH/ABMH 4/29/2025 PERMIT SET 2220348.10 4802 TACOMA MALL BOULEVARD TACOMA, WA 98409 CONTACT: MATT LEWIS (888) 627-0013 GARRETTE CUSTOM HOMES, INC THE RESERVE AT PALISADES A PORTION OF SECTION 25, TWN. 17N, RGE 01E, W.M, CITY OF YELM, THURSTON COUNTY, WASHINGTON. THE RESERVE AT PALISADES DATE: April 24, 2025 FILENAME: Q:\2022\2220348\10_CIV\CAD\_Site Development\2220348-SH-ROAD A.dwg C5.2 12 ROAD A PLAN AND PROFILE ROAD A PROFILE SCALE: H;1"=50', V:1"=5' M A T C H L I N E S E E S H E E T C 5 . 1 1 C5.4 STCB#520 RIM 376.40 12" CPP N IE = 373.30 (EX) 12" CPP E IE = 373.30 (EX) 12" CPP S IE = 373.31 (EX) 12" DI CL52 W IE = 373.30 (PROPOSED) 05/01/2025 s s ss s s ss s s s s CB 18 CB 17 CB 16 CB 15 CB 20 CB 19 416 42 2 4 2 0 4 1 4 4 1 6 4 1 8 4 2 2 4 1 6 41 8 42041 8 422 42 0 41 2 41 4 41 6 41 8 422 41 0 41 2 41 4 41 6 RO A D A PALISADES ST SE PALISADES ST SE END IMPROVEMENTS STA:0+10.00 PALISADES ST SE 3 TRACT A CONSTRUCT WEDGE CURB AT END OF ROAD 1 C5.13 6 7 35 5 4 1 2 393738 36 0+00 1+00 2+00 3+00 4+004+04 7+ 0 0 8+ 0 0 PALISADES ST SE STA: 1+34.50 = ROAD A STA: 7+00.00 PC: 2+04.81 PC: 2+69.92 PT: 2+53.13 PT: 3+19.46 S88° 29' 44"E 204.81' S88° 29' 44"E 204.81' Δ=14°00'59" R=197.50' L=48.31' S74° 28' 45"E 16.79' Δ=14°00'59" R=202.50' L=49.54'S88° 29' 44"E 84.41' 405 410 415 420 425 430 435 405 410 415 420 425 430 435 PROPOSED SSFM PROPOSED 8" DIP WATERMAIN 0+00 FG FG 4 1 4 . 1 3 0+50 FG 4 1 5 . 3 8 FG 4 1 6 . 5 7 1+00 FG 4 1 7 . 6 0 FG 4 1 8 . 4 8 1+50 FG 4 1 9 . 2 2 FG 4 1 9 . 8 0 2+00 FG 4 2 0 . 3 0 FG 4 2 0 . 8 0 2+50 FG 4 2 1 . 3 0 FG 4 2 1 . 8 0 3+00 FG 4 2 2 . 3 1 FG 4 2 2 . 6 1 3+50 FG 4 2 2 . 5 4 FG 4 2 2 . 2 9 4+00 FG 4 2 2 . 0 4 4+03.87 FG PVI: 422.79 PVI STA: 3+24.37 K: 16.64 A.D.: 3.00% 50' VC BV C S : 2 + 9 9 . 3 7 BV C E : 4 2 2 . 2 9 EV C S : 3 + 4 9 . 3 7 EV C E : 4 2 2 . 5 4 PVI: 418.57 PVI STA: 1+13.80 K: 41.74 A.D.: 3.00% 125' VC BV C S : 0 + 5 1 . 3 0 BV C E : 4 1 5 . 4 5 EV C S : 1 + 7 6 . 3 0 EV C E : 4 1 9 . 8 3 1.00% 2.00% 5.00% 37 LF 12" CPEP @ 0.50% 141 LF 12" CPEP @ 0.50% CB 16, 48" TYPE 2 STA 7+18.51, 19.04' RT RIM: 418.90 IE: 407.80 12" (E) IE: 407.80 12" (N) IE: 407.80 12" (W) 70 L F 1 2 " C P E P @ 1 2 . 7 4 % 38 LF 12" CPEP @ 1.09% CB 18, TYPE 1 RIM: 420.35 IE IN: 417.65 (6"S) IE OUT: 417.15 (12"N) N: 589820.37 E: 1110505.17 CB 17, TYPE 1 STA 2+22.08, 18.72' LT RIM: 420.30 IE: 416.74 12" (S) IE: 416.74 12" (W) IE: 417.24 6" (N) CB 20, TYPE 1 STA 0+12.42, 18.72' RT RIM: 413.05 IE: 408.70 12" (N) IE: 409.20 6" (S) CB 19, TYPE 1 STA 0+12.45, 18.71' LT RIM: 413.13 IE: 408.51 12" (S) IE: 408.51 12" (E) PROPOSED GRADE ELEVATION AT ROAD CENTERLINE EXISTING GRADE ELEVATION AT ROAD CENTERLINE EXISTING GRADE AT ROAD CENTERLINE PROPOSED GRADE AT ROAD CENTERLINE END ROAD IMPROVEMENTS INSTALL ROAD BARRICADE 1 C5.13 N GRAPHIC SCALE 0 50 100 1" = 50 FEET 25 1 2 3 4 TEL www.ahbl.comWEBTELwww.ahbl.comWEBTELwww.ahbl.comWEB 2215 North 30th Street, Suite 300 Tacoma, WA 98403 253.383.2422TEL www.ahbl.comWEB TACOMA SEATTLE SPOKANE TRI-CITIES Know what's below. before you dig.Call R 253.383.2572 FAX 37 MW/SKMH/ABMH 4/29/2025 PERMIT SET 2220348.10 4802 TACOMA MALL BOULEVARD TACOMA, WA 98409 CONTACT: MATT LEWIS (888) 627-0013 GARRETTE CUSTOM HOMES, INC THE RESERVE AT PALISADES A PORTION OF SECTION 25, TWN. 17N, RGE 01E, W.M, CITY OF YELM, THURSTON COUNTY, WASHINGTON. THE RESERVE AT PALISADES DATE: April 24, 2025 FILENAME: Q:\2022\2220348\10_CIV\CAD\_Site Development\2220348-SH-ROAD B.dwg C5.3 13 PALISADES ST SE PLAN AND PROFILE PALISADES ST SE PROFILE SCALE: H;1"=50', V:1"=5' 1 C5.4 05/01/2025 380 385 390 395 400 405 410 415 420 380 385 390 395 400 405 410 415 420 0+64.50 FG 4 1 2 . 0 0 FG 4 1 2 . 2 9 1+00 FG 4 1 2 . 3 7 FG 4 1 2 . 2 9 1+50 FG 4 1 2 . 1 2 FG 4 1 2 . 4 9 2+00 FG 4 1 2 . 8 7 FG 4 1 3 . 2 4 2+50 FG 4 1 3 . 6 2 1.50%1.50% EXISTING GRADE ELEVATION AT TRACT CENTERLINE PROPOSED GRADE ELEVATION AT TRACT CENTERLINE PROPOSED GRADE AT TRACT CENTERLINE EXISTING GRADE AT TRACT CENTERLINE STA: 0+81.28, 15.50' LT IE: 407.54 12" (E) IE: 408.04 6" (W) RIM: 411.24 CB 13, TYPE 1 STA: 1+17.89, 15.56' LT IE: 406.50 12" (S) IE: 406.50 12" (N) IE: 406.50 12" (W) IE: 406.50 12" (E) RIM: 411.31 CB 12, 48" TYPE 2 37 LF 12" CPEP @ 2.84% RO A D A 56.00' R. O . W R. O . W STA: 9+77.85, 41.84' RT IE: 407.16 6" (S) IE: 406.66 12" (W) IE: 407.16 6" (E) RIM: 411.64 CB 14, TYPE 1 101 LF 6" PVC @ 1 . 0 0 % 4 LF 6" PVC @ 2.00% 12 LF 6" PVC @ 2.00% STA: 9+78.06, 158.24' RT IE: 408.48 6" (W) RIM: 413.37 RDCO TRCT B, CO 24 LF 12" CPEP @ 0.67% s s s s s s s s s s s s CB 7 392 394 396 398 39 4 39 6 394 3 9 6 400 398 40 0 39 8 40 2 14 RO A D A 3 C5.4 13 + 0 0 14 + 0 0 23 17 18 19 22 16 15 CB 8 TRACT C 0+65 1+00 2+00 2+80 390 392 394 396 398 S88° 29' 44"E 20 21 s s s s s s s s ss CB 12 CB 13 410 408 412 41 2 41 2 414 416 410408 412 414 41 4414 41 6 41 6 41 0 40 4 40 6 408 41 2 RO A D A 41 041 2 2+710+65 1+00 2+00 3 C5.4 9+ 0 0 10 + 0 0 CB 14 24 LF 12" 18 LF 6" RDCO 9B RDCO TRCT B 37 LF 12" 107 LF 6" 33 30 8 9 10 TRACT B 35 410 408 41 2 41 4 S88° 29' 44"E STA: 9+62.24 = STA: 1+00.00 29 34 32 31 TRACT B Profile View of TRACT C8 370 375 380 385 390 395 400 405 370 375 380 385 390 395 400 405 0+64.50 FG 3 9 2 . 9 9 FG 3 9 4 . 0 8 1+00 FG 3 9 4 . 1 5 FG 3 9 4 . 0 8 1+50 FG 3 9 3 . 7 5 FG 3 9 4 . 2 5 2+00 FG 3 9 4 . 7 5 FG 3 9 5 . 2 5 2+50 FG 3 9 5 . 7 5 FG 3 9 6 . 4 1 2.00%2.00% STA: 1+18.72, 15.64' LT IE: 389.88 12" (S) IE: 389.88 12" (N) IE: 389.88 12" (E) RIM: 392.91 CB 7, TYPE 1 EXISTING GRADE ELEVATION AT TRACT CENTERLINE PROPOSED GRADE ELEVATION AT TRACT CENTERLINE PROPOSED GRADE AT TRACT CENTERLINE EXISTING GRADE AT TRACT CENTERLINE RO A D A 56.00' R. O . W R. O . W STA: 13+45.85, 41.13' RT IE: 390.58 6" (S) IE: 390.08 12" (W) IE: 390.58 6" (E) RIM: 393.23 CB 8, TYPE 1 22 LF 12" CPEP @ 0.91% STA: 13+46.39, 161.18' RT IE: 392.98 6" (W) RIM: 395.67 RDCO TRCT C, CO 23 LF 6" P V C @ 2.00% 97 LF 6" P V C @ 2.00% s s CB 9CB 10 400 402 404 39 8 404 40 6 40 4 1+860+00 1+00 12 + 0 0 12 13 24 27 26.00' ACCESS AND UTILITY EASEMENT 26 CB 11 400 402 404 RDCO 25 S88° 29' 44"E 25 380 385 390 395 400 405 410 380 385 390 395 400 405 410 0+00 FG 4 0 3 . 0 0 FG 4 0 1 . 9 0 0+50 FG 4 0 1 . 9 0 FG 4 0 1 . 7 9 1+00 FG 4 0 2 . 0 2 FG 4 0 2 . 3 9 1+50 FG 4 0 2 . 7 7 FG 4 0 3 . 0 9 1+85.93 FG 4 0 3 . 0 3 STA: 11+81.73, 41.41' RT IE: 398.77 6" (S) IE: 398.27 12" (W) IE: 398.77 6" (E) RIM: 401.49 CB 11, TYPE 1 23 LF 12" CPEP @ 5.29% STA: 11+81.69, 18.72' RT IE: 397.07 12" (S) IE: 397.07 12" (N) IE: 397.07 12" (W) IE: 397.07 12" (E) RIM: 401.11 CB 9, TYPE 1 37 LF 12" CPEP @ 1.00% CB 10, TYPE 1 STA 11+81.62, 18.72' LT RIM: 401.12 IE: 397.44 12" (E) IE: 397.94 6" (W) 18 LF 6" PVC @ 0.50% RDCO 12B, CO STA 11+81.35, 36.59' LT RIM: 403.00 IE: 398.03 6" (S) IE: 398.03 6" (E) 1.50%1.50% 97 LF 6" PVC @ 1 . 0 0 % STA: 1+75.93, 11.74' LT IE: 399.74 6" (S) IE: 399.74 6" (W) RIM: 402.90 RDCO 25, CO RO A D A 56.00' R. O . W R. O . W 1 2 3 4 TEL www.ahbl.comWEBTELwww.ahbl.comWEBTELwww.ahbl.comWEB 2215 North 30th Street, Suite 300 Tacoma, WA 98403 253.383.2422TEL www.ahbl.comWEB TACOMA SEATTLE SPOKANE TRI-CITIES Know what's below. before you dig.Call R 253.383.2572 FAX 37 MW/SKMH/ABMH 4/29/2025 PERMIT SET 2220348.10 4802 TACOMA MALL BOULEVARD TACOMA, WA 98409 CONTACT: MATT LEWIS (888) 627-0013 GARRETTE CUSTOM HOMES, INC THE RESERVE AT PALISADES A PORTION OF SECTION 25, TWN. 17N, RGE 01E, W.M, CITY OF YELM, THURSTON COUNTY, WASHINGTON. THE RESERVE AT PALISADES DATE: April 29, 2025 FILENAME: Q:\2022\2220348\10_CIV\CAD\_Site Development\2220348-SH-TRACT-PROF.dwg C5.4 14 TRACT B, TRACT C, AND PRIVATE DRIVEWAY PLAN & PROFILES AND ROADSECTIONSTRACT B PROFILE SCALE: H;1"=50', V:1"=5' TRACT C PROFILE SCALE: H;1"=50', V:1"=5' 3 NOT TO SCALE TRACT B AND C SECTION 1 NOT TO SCALE LOCAL ACCESS ROAD PROPERTY LINE 26' 26' PRIVATE SHARED ACCESS AND UTILITY TRACT PROPERTY LINE 2" HMA CI. 1/2" PG 64-22 2" CSTC 8" GRAVEL BASE COMPACTED SUBGRADE 2% 1.5' ASPHALT WEDGE CURB PROPERTY LINE 30' 34' PRIVATE SHARED ACCESS AND UTILITY TRACT PROPERTY LINE 4' 6" CONC. SIDEWALK 2" HMA CI. 1/2" PG 64-22 2" CSTC 8" GRAVEL BASE COMPACTED SUBGRADE 2% 2 NOT TO SCALE PRIVATE DRIVEWAY SECTION SEE SHEET C5.5 FOR DETAILED GRADING TRANSITION DETAILS BETWEEN ROAD A SIDEWALK AND THE TRACTS AND PRIVATE DRIVEWAY GRADING NOTE SHARED PRIVATE DRIVEWAY PROFILE SCALE: H;1"=50', V:1"=5' ROLLED CURB PER 3 C5.11 6 C5.11 0.17' HMA CI. 1/2" PG 64-22 0.17' CSTC 0.67' GRAVEL BASE COMPACTED SUBGRADE 2% 2%2%2% 2% 56' RIGHT OF WAY CL O F R O W CO N S T R U C T I O N C L CEMENT CONCRETE SIDEWALK PER YELM DWG. NO. 2-11 CEMENT CONCRETE ROLLED CURB AND GUTTER PER YELM DWG. NO. 2-13 RO W RO W 28' RIGHT OF WAY28' RIGHT OF WAY 2.5' 18.5' FL O W L I N E 1' BA C K O F C U R B 6' LANDSCAPE 5' SIDEWALK 18.5' FL O W L I N E 1' BA C K O F C U R B 6' LANDSCAPE CL PROFILE GRADE 05/01/2025 CB 7 RIM: 392.91 23 17 CB 8 RIM: 393.23 394 RO A D A 3 9 4 396 2.00% 1.44% 1.36% 2.00%1.00% 3.39% 5. 0 0 % 5. 0 0 % 5. 0 0 % 4. 1 1 % 2.00% 1.93% 1.93% 5. 1 9 % FG: 394.52 FG: 395.00 FG: 394.81 FG: 394.74 FG: 394.71FG: 394.64 FG: 394.62 FG: 393.31 FG: 393.41 FG: 393.34 FG: 393.24 FG: 393.22 FG: 393.12 4. 6 6 % 3.39% 3.39% 2.02% 2.01%5. 0 0 % 2.00%1.00% 2.00% FG: 394.25 FG: 394.00 FG: 393.28 FG: 393.53 FG: 394.31 21.0' 2.0' 5.0'6.0'2.0' 26.0' 2.0' 2.0' 2. 0 0 % 1. 5 0 % FG: 393.62 FG: 393.37 15.57% 2.09% 8.6' FG: 394.89 4.11% 2.20%FG: 394.95 CB 12 RIM: 411.31 414 RO A D A CB 14 RIM: 411.64 41 2 FG: 412.75 FG: 413.09 FG: 411.80 FG: 411.66FG: 411.54 FG: 412.63 2.00% 2.00% 4. 2 0 % 4. 2 0 % 4. 9 6 % 7.22% 2.70% 412 0.93% 2.12% 3.47% 3.47%1. 5 1 % 3. 8 5 % 4. 4 1 % 5. 1 3 % FG: 413.37 FG: 412.36 FG: 412.61 FG: 412.67 FG: 411.70 FG: 411.95 FG: 412.71 FG: 412.83 FG: 411.57FG: 411.45 FG: 411.71 FG: 413.19 3.47% 1.50% 1.50% 2.00% 4. 7 7 % 21.0' 11.3' 2.00% 2. 0 0 % 5.0'6.0'2.0' 26.0' 2.0' 2.0' FG: 413.33 FG: 413.273.85% 1.98% FG: 412.03 FG: 411.78 CB 9 RIM: 401.11 40 0 24 27 CB 11 RIM: 401.49 402 5. 0 0 % 5. 0 0 % 5. 0 0 % 4. 7 2 % 2.00%1.44% 1.50%2.00% 2.00%1.00% 1.00% 7.71% FG: 402.62 FG: 402.81 FG: 402.74 FG: 401.51 FG: 401.58 FG: 401.44 FG: 401.52 FG: 401.32 FG: 401.40 1.50% 1.50% 1.50% RO A D A 402 404 FG: 401.96 FG: 401.47 FG: 401.72 1. 9 9 % 16 . 6 7 % 11.0' 5.0'6.0'2.0' 24.4' 1.6' FG: 401.79 7.05% 4.0'7.0' TRACT A 14 3 TRACT E 1819 22 16 15 12 13 8 9 10 TRACT B 28 26 11 7 35 TRACT C 33 23 27 17 30 24 TRACT D N GRAPHIC SCALE 0 5 10 1" = 5 FEET 1 2 3 4 TEL www.ahbl.comWEBTELwww.ahbl.comWEBTELwww.ahbl.comWEB 2215 North 30th Street, Suite 300 Tacoma, WA 98403 253.383.2422TEL www.ahbl.comWEB TACOMA SEATTLE SPOKANE TRI-CITIES Know what's below. before you dig.Call R 253.383.2572 FAX 37 MW/SKMH/ABMH 4/29/2025 PERMIT SET 2220348.10 4802 TACOMA MALL BOULEVARD TACOMA, WA 98409 CONTACT: MATT LEWIS (888) 627-0013 GARRETTE CUSTOM HOMES, INC THE RESERVE AT PALISADES A PORTION OF SECTION 25, TWN. 17N, RGE 01E, W.M, CITY OF YELM, THURSTON COUNTY, WASHINGTON. THE RESERVE AT PALISADES DATE: April 24, 2025 FILENAME: Q:\2022\2220348\10_CIV\CAD\_Site Development\2220348-SH-TRACT-GRAD.dwg C5.5 15 TRACT B, TRACT C, AND PRIVATE DRIVEWAY GRADING TRANSITIONS 1 SCALE: 1"=5' TRACT B GRADING TRANSITION 2 SCALE: 1"=5' PRIVATE DRIVEWAY GRADING TRANSITION 3 SCALE: 1"=5' TRACT C GRADING TRANSITION N GRAPHIC SCALE 0 5 10 1" = 5 FEET N GRAPHIC SCALE 0 5 10 1" = 5 FEET SEE DETAIL 2 C5.5 3 C5.5 SEE DETAIL 1 C5.5 SEE DETAIL KEYMAP SCALE: 1" =200' 05/01/2025 CB 4 CB 1 CB 2 34 . 0 2 % 44 . 9 7 % ROAD A TRACT E 38 0 376 376 37 838 2 38 4 3 8 6 36 0 370 380 35 4 35 6 35 8 36 2364 366 368 372 374 376 378 382 36 0 370 35 4 35 6 35 8 37237437 6 378 38 2 384 360 356 358 SR 5 0 7 15+ 0 0 16+00 17+00 17+81 0+00 1+00 2+00 2+71 0 + 0 0 1 + 0 0 2 + 0 0 2 + 3 4 10.0 2 % STCB #501 STCB #520 CB 3 STCB#1450 STCB#514 STCB#515 STCB#500 PROPOSED WATER QUALITY STRUCTURE RIM: 361.12 IE: 355.82 24" (E) IE: 354.32 24" (W) 345 350 355 360 365 370 375 380 345 350 355 360 365 370 375 380 0+00 FG FG 0+50 FG 3 5 8 . 2 6 FG 3 5 4 . 0 0 1+00 FG 3 5 4 . 0 0 FG 3 5 4 . 0 0 1+50 FG 3 5 5 . 9 8 FG 2+00 FG FG TOP POND STORAGE: 358.00 BOT POND: 354.00 PROPOSED GRADE @ ALIGNMENT EXISTING GRADE @ ALIGNMENT TOP POND: 359.00 2:1 MAX SIDE SLOPES ABOVE TOP POND ELEVATION 3:1 MAX SIDE SLOPES HGW: 349.00 5.00' EXISTING GRADE AT ALIGNMENT PROPOSED GRADE AT ALIGNMENT 4.00' STORAGE DEPTH 345 350 355 360 365 370 345 350 355 360 365 370 0+00 FG 3 6 6 . 3 2 FG 3 6 4 . 1 3 0+50 FG 3 5 5 . 8 1 FG 3 5 4 . 0 0 1+00 FG 3 5 4 . 0 0 FG 3 5 4 . 0 0 1+50 FG 3 5 4 . 0 0 FG 3 5 4 . 0 0 2+00 FG 3 5 4 . 4 4 FG 3 5 8 . 7 4 2+50 FG 2+71.46 FG STCB #501, EXISTING TYPE 1 N: 590857.73 E: 1110735.81 RIM: 360.24 IE: 356.15 24" (W) IE: 356.72 12" (E) IE: 357.15 12" (S) 32 LF 24" CPEP @ 1.00%BOT POND: 354.00 EXISTING GRADE @ ALIGNMENT TOP POND: 359.00 PROPOSED GRADE @ ALIGNMENT TOP POND STORAGE: 358.00 13 LF 24" CPEP @ 2.60% WQ INLET: 355.82 WQ OUTLET: 354.32 HGW: 349.00 5.00' 2:1 MAX SIDE SLOPES ABOVE TOP POND ELEVATION 3:1 MAX SIDE SLOPES EXISTING GRADE AT CENTERLINE PROPOSED GRADE AT ALIGNMENT 3:1 MAX SIDE SLOPES 4.00' STORAGE DEPTH N GRAPHIC SCALE 0 30 60 1" = 30 FEET 15 1 2 3 4 TEL www.ahbl.comWEBTELwww.ahbl.comWEBTELwww.ahbl.comWEB 2215 North 30th Street, Suite 300 Tacoma, WA 98403 253.383.2422TEL www.ahbl.comWEB TACOMA SEATTLE SPOKANE TRI-CITIES Know what's below. before you dig.Call R 253.383.2572 FAX 37 MW/SKMH/ABMH 4/29/2025 PERMIT SET 2220348.10 4802 TACOMA MALL BOULEVARD TACOMA, WA 98409 CONTACT: MATT LEWIS (888) 627-0013 GARRETTE CUSTOM HOMES, INC THE RESERVE AT PALISADES A PORTION OF SECTION 25, TWN. 17N, RGE 01E, W.M, CITY OF YELM, THURSTON COUNTY, WASHINGTON. THE RESERVE AT PALISADES DATE: April 24, 2025 FILENAME: Q:\2022\2220348\10_CIV\CAD\_Site Development\2220348-SH-POND.dwg C5.6 16 POND PROFILES AND DETAILS 2 SCALE: H:1"=30', V:1"=7.5' POND SECTION - NW TO SE 1 SCALE: H:1"=30', V:1"=7.5' POND SECTION - NE TO SW 2 C5.6 ACCESS ROAD 12% MAX SLOPE 3 NOT TO SCALE WATER QUALITY STRUCTURE 3 C5.6 0.7792 14.20 100 18" 28 355.82 CPEP 24" 354.32 CPEP 24" 12.53 PSORB 1 C5.6 05/01/2025 1 2 3 4 TEL www.ahbl.comWEBTELwww.ahbl.comWEBTELwww.ahbl.comWEB 2215 North 30th Street, Suite 300 Tacoma, WA 98403 253.383.2422TEL www.ahbl.comWEB TACOMA SEATTLE SPOKANE TRI-CITIES Know what's below. before you dig.Call R 253.383.2572 FAX 37 MW/SKMH/ABMH 4/29/2025 PERMIT SET 2220348.10 4802 TACOMA MALL BOULEVARD TACOMA, WA 98409 CONTACT: MATT LEWIS (888) 627-0013 GARRETTE CUSTOM HOMES, INC THE RESERVE AT PALISADES A PORTION OF SECTION 25, TWN. 17N, RGE 01E, W.M, CITY OF YELM, THURSTON COUNTY, WASHINGTON. THE RESERVE AT PALISADES DATE: April 24, 2025 FILENAME: Q:\2022\2220348\10_CIV\CAD\_Site Development\2220348-SH-STRM-DETL.dwg C5.7 17 STORM DRAINAGE NOTES AND DETAILS CAP AT END 7-3/4" 15" 8" 7" PACKING 45° (1/8) BEND 2-7/8" 2'-0"10" 8-3/4" 1-1/4" 1/2"2" 9" 1" 1" FIBRE JOINT4" 1. PIPE MATERIAL AS SPECIFIED BY THE ENGINEER. 2. PIPE DIAMETER AS SHOWN 5/8" 1'-0" NOTES: 1/2" PER PLAN. RAISE - 1/2" WIDE BORDER PROVIDE COUPLINGS & REDUCERS AS NECESSARY 3000 PSI CLASS C CONCRETE (TYP.) (LANDSCAPE AREAS ONLY) NOTE BACKFILL MATERIAL SHALL NOT HAVE PARTICLE SIZE GREATER THAN 1" WITHIN 6" OF THE PIPE OR THE CONTRACTOR HAS THE OPTION TO USE GRAVEL BACKFILL PIPE ZONE BEDDING CONFORMING TO W.S.D.O.T. 9-03.12 (3). 6" PVC FRAME AND VANED GRATE RECTANGULAR ADJUSTMENT SECTION 3" 4" M I N . ( T Y P . ) 34" 5" #3 BAR EACH WAY SEE NOTE 1 NOTES: 1.AS ACCEPTABLE ALTERNATIVES TO THE REBAR SHOWN IN THE PRECAST BASE SECTION, FIBERS (PLACED ACCORDING TO THE STANDARD SPECIFICATIONS), OR WIRE MESH HAVING A MINIMUM AREA OF 0.12 SQUARE INCHES PER FOOT SHALL BE USED WITH THE MINIMUM REQUIRED REBAR SHOWN IN THE ALTERNATIVE PRECAST BASE SECTION. WIRE MESH SHALL NOT BE PLACED IN THE KNOCKOUTS. 2.THE KNOCKOUT DIAMETER SHALL NOT BE GREATER THAN 20". KNOCKOUTS SHALL HAVE A WALL THICKNESS OF 2" MINIMUM TO 2.5" MAXIMUM. PROVIDE A 1.5" MINIMUM GAP BETWEEN THE KNOCKOUT WALL AND THE OUTSIDE OF THE PIPE. AFTER THE PIPE IS INSTALLED, FILL THE GAP WITH JOINT MORTAR IN ACCORDANCE WITH STANDARD SPECIFICATION 9-04.3. 3.THE MAXIMUM DEPTH FROM THE FINISHED GRADE TO THE LOWEST PIPE INVERT SHALL BE 5'. 4.THE FRAME AND GRATE MAY BE INSTALLED WITH THE FLANGE UP OR DOWN. THE FRAME MAY BE CAST INTO THE ADJUSTMENT SECTION. 5.THE PRECAST BASE SECTION MAY HAVE A ROUNDED FLOOR, AND THE WALLS MAY BE SLOPED AT A RATE OF 1:24 OR STEEPER. 6.THE OPENING SHALL BE MEASURED AT THE TOP OF THE PRECAST BASE SECTION. 7.ALL PICKUP HOLES SHALL BE GROUTED FULL AFTER THE BASIN HAS BEEN PLACED. #3 BAR EACH CORNER #3 BAR EACH CORNER 18" MIN. 26" (SEE N O T E 6 ) 22 " (S E E N O T E 6 ) 4" 44 " 21 " M I N . 24" 30 " 20 " 5" 6" OR 12" ONE #3 BAR HOOP FOR 6" HEIGHT TWO #3 BAR HOOPS FOR 12" HEIGHT ALTERNATIVE PRECAST BASE SECTION #3 BAR EACH SIDE SECTION B-B #3 BAR HOOP *CORRUGATED POLYETHYLENE STORM SEWER PIPE PIPE ALLOWANCES PIPE MATERIAL MAXIMUM INSIDE DIAMETER REINFORCED OR PLAIN CONCRETE 12" ALL METAL PIPE 15" CPSSP* (STD. SPEC. 9-05.20)12" SOLID WALL PVC (STD. SPEC. 9-05.12(1))15" PROFILE WALL PVC (STD. SPEC. 9-05.12(2))15" NOTE: 1.NO STEPS ARE REQUIRED WHEN HEIGHT IS 4' OR LESS. 2.THE BOTTOM OF THE PRECAST CATCH BASIN MAY BE SLOPED TO FACILITATE CLEANING. 3.THE RECTANGULAR FRAME AND GRATE MAY BE INSTALLED WITH THE FLANGE UP OR DOWN. THE FRAME MAY BE CAST INTO THE ADJUSTMENT SECTION. 4.KNOCKOUTS SHALL HAVE A WALL THICKNESS OF 2" MINIMUM TO 2.5" MAXIMUM. PROVIDE A 1.5" MINIMUM GAP BETWEEN THE KNOCKOUT WALL AND THE OUTSIDE OF THE PIPE. AFTER THE PIPE IS INSTALLED, FILL THE GAP WITH JOINT MORTAR IN ACCORDANCE WITH STANDARD SPECIFICATION 9-04.3. SEPARATE BASE PRECAST INTEGRAL BASE PRECAST WITH RISER 6" 24 " M I N . 12 " MA X . 1" M I N 2. 5 " M A X . 12 " (T Y P . ) 15 ' - 0 " M A X . ( F O R M A I N T E N A N C E ) 6" 12" REINFORCED STEEL (TYP.) GRAVEL BACKFILL FOR PIPE ZONE BEDDING STEPS OR LADDER MORTAR FILLET MORTAR (TYP.) 48", 54", 60", 72", 84" OR 96" FLAT SLAB TOP RECTANGULAR ADJUSTMENT SECTION OR CIRCULAR ADJUSTMENT SECTION HAND HOLD28 " M A X . 4" M I N . 16 " M A X . CATCH BASIN FRAME AND VANED GRATE OR MANHOLE RING AND COVER PIPE ALLOWANCES CATCH BASIN DIAMETER PIPE MATERIAL WITH MAXIMUM INSIDE DIAMETER CONCRETE ALL METAL CPSSP SOLID WALL PVC PROFILE WALL PVC 48"24"30"24"27"30" 54"30"36"30"27"36" 60"36"42"36"36"42" 72"42"54"42"36"48" 84"54"60"54"36"48" 96"60"72"60"36"48" CORRUGATED POLYETHYLENE STORM SEWER PIPE (STD. SPEC. 9-05.20) (STD. SPEC. 9-05.12(1)) (STD. SPEC. 9-05.12(2)) 1 2 3 1 2 3 CATCH BASIN DIMENSIONS CATCH BASIN DIAMETER WALL THICKNESS BASE THICKNESS MAXIMUM KNOCKOUT SIZE MINIMUM DISTANCE BETWEEN KNOCKOUTS 48"4"6"36"8" 54"4.5"8"42"8" 60"5"8"48"8" 72"6"8"60"12" 84"8"12"72"12" 96"8"12"84"12" 6" 0D 6" MIN FLEXIBLERIGID (DI, CONC) TRENCH WIDTH PER WSDOT 2-09.4 0. 5 x O D (CPEP, CMP, PVC) BACKFILL UTILITY TRENCHES WITH NATIVE MATERIAL OR AS DIRECTED BY GEOTECHNICAL ENGINEER PIPE BEDDING PER W.S.D.O.T. 9-03.12(3), 95% COMPACTION PIPE AS SPECIFIED ON PLAN OR SPECS SUBGRADE ELEVATION 1 NOT TO SCALE STORM CLEANOUT 2 NOT TO SCALE STORM TRENCH SECTION 3 NOT TO SCALE TYPE 1 CATCH BASIN 4 NOT TO SCALE TYPE 2 CATCH BASIN 05/01/2025 1 2 3 4 TEL www.ahbl.comWEBTELwww.ahbl.comWEBTELwww.ahbl.comWEB 2215 North 30th Street, Suite 300 Tacoma, WA 98403 253.383.2422TEL www.ahbl.comWEB TACOMA SEATTLE SPOKANE TRI-CITIES Know what's below. before you dig.Call R 253.383.2572 FAX 37 MW/SKMH/ABMH 4/29/2025 PERMIT SET 2220348.10 4802 TACOMA MALL BOULEVARD TACOMA, WA 98409 CONTACT: MATT LEWIS (888) 627-0013 GARRETTE CUSTOM HOMES, INC THE RESERVE AT PALISADES A PORTION OF SECTION 25, TWN. 17N, RGE 01E, W.M, CITY OF YELM, THURSTON COUNTY, WASHINGTON. THE RESERVE AT PALISADES DATE: April 24, 2025 FILENAME: Q:\2022\2220348\10_CIV\CAD\_Site Development\2220348-SH-STRM-DETL.dwg C5.7 17 STORM DRAINAGE NOTES AND DETAILS YELM STORMWATER NOTES 1.THE CONTRACTOR SHALL OBTAIN ALL APPROVALS AND PERMITS REQUIRED BY THE CITY OF YELM (CITY) PRIOR TO THE START OF CONSTRUCTION. A GRADING PERMIT FOR STORM POND CONSTRUCTION MAY BE REQUIRED. 2.STORM DRAIN PIPE SHALL BE ON THE WSDOT QUALIFIED PRODUCTS LIST FOR THE SPECIFICATION LISTED BELOW: A.PLAIN CONCRETE STORM SEWER PIPE OR REINFORCED CONCRETE STORM SEWER PIPE PER WSDOT STANDARD SPECIFICATION 9-05.7. B.SOLID WALL PVC STORM SEWER PIPE PER WSDOT STANDARD SPECIFICATION 9- 05.12(1). C.DUCTILE IRON SEWER PIPE PER WSDOT STANDARD SPECIFICATION 9-05.13. D.HANCOR BLUE SEAL ™ AND ADVANCED DRAINAGE SYSTEMS (ADS/HANCOR) N-12 HDPE AND (ADS/HANCOR) SANITITE UP TO 36” IN DIAMETER PER WSDOT STANDARD SPECIFICATIONS 9-05.20 AND 9-05.24. E.CONTECH DUROMAXX STEEL RIB REINFORCED POLYETHYLENE PIPE, IN DIAMETERS FROM 24 INCH TO 60 INCH PER WSDOT STANDARD SPECIFICATION 9-05.22. 3.ALL STORM DRAINAGE SYSTEMS SHALL BE AIR TESTED AT 4 PSI EXCEPT CONCRETE PIPE, WHICH SHALL BE TESTED PER WSDOT/APWA STANDARD FOR CONCRETE STORM PIPE. ALL FLEXIBLE PIPE SHALL BE MANDREL TESTED PER WSDOT/APWA STANDARDS. TESTING SHALL BE DONE BY THE CONTRACTOR. 4.TESTING OF THE STORM SEWER SHALL INCLUDE VIDEOTAPING OF THE MAIN BY THE CONTRACTOR. IMMEDIATELY PRIOR TO VIDEOTAPING, ENOUGH WATER SHALL BE RUN DOWN THE LINE SO IT COMES OUT THE LOWER CATCH BASIN. A COPY OF THE VIDEO TAPE SHALL BE SUBMITTED TO THE CITY. ACCEPTANCE OF THE LINE WILL NOT BE MADE UNTIL AFTER THE TAPE HAS BEEN REVIEWED AND APPROVED BY THE CITY. TESTING SHALL TAKE PLACE AFTER ALL UNDERGROUND UTILITIES ARE INSTALLED AND COMPACTION OF THE ROADWAY SUBGRADE IS COMPLETE. 5.SPECIAL STRUCTURES, OIL/WATER SEPARATORS AND OUTLET CONTROLS SHALL BE INSTALLED PER PLANS AND MANUFACTURERS' RECOMMENDATIONS. WHERE OIL/WATER SEPARATORS ARE CONNECTED TO A SEWER SYSTEM, THEY SHALL BE INSTALLED WITH A P-TRAP OR CHECK VALVE TO PREVENT ODORS. 6.ALL DISTURBED AREAS SHALL BE STABILIZED IN ACCORDANCE WITH MINIMUM REQUIREMENT 2 OF THE LATEST EDITION OF THE DEPARTMENT OF ECOLOGY STORMWATER MANAGEMENT MANUAL FOR WESTERN WASHINGTON (SWMMWW). FOR SITES WHERE VEGETATION HAS BEEN PLANTED THROUGH HYDRO SEEDING, THE FINANCIAL GUARANTEE WILL NOT BE RELEASED UNTIL THE VEGETATION HAS BEEN THOROUGHLY ESTABLISHED. 7.WHERE CONNECTIONS REQUIRE "FIELD VERIFICATION", THE CONTRACTOR SHALL EXPOSE SUCH CONNECTION POINTS AND FITTINGS 48 HOURS PRIOR TO DISTRIBUTING SHUTDOWN NOTICES. 8.ANY CHANGES TO THE DESIGN SHALL FIRST BE REVIEWED AND APPROVED BY THE PROJECT ENGINEER AND THE CITY’S CIVIL REVIEW ENGINEER. 9.ALL STORM PIPE SHALL BE A MINIMUM OF 12-INCH DIAMETER FOR MAINS AND CROSSINGS. WHEN PRIVATE STORMWATER (I.E. ROOF, LOT OR FOOTING DRAINS) CANNOT BE INFILTRATED ON INDIVIDUAL LOTS, THE MINIMUM STANDARD PIPING CONNECTION TO THE PUBLIC SYSTEM SHALL BE 8-INCH PVC. THE 8-INCH MAIN USED FOR CONNECTION SHALL BEGIN AT THE RIGHT-OF-WAY, AND THE CONNECTION TO THE CATCH BASIN OR MANHOLE SHALL BE CORED AND GROUTED. 10.ALL STORM MAINS AND RETENTION/DETENTION AREAS SHALL BE STAKED FOR GRADE AND ALIGNMENT BY AN ENGINEERING OR SURVEY FIRM LICENSED TO PERFORM SUCH WORK. 11.THE MINIMUM STAKING OF STORM SEWER SYSTEMS SHALL BE IN ACCORDANCE WITH SECTION 3.00.050 OF THESE STANDARDS, AND AS FOLLOWS: A.STAKE LOCATION OF ALL CATCH BASINS, MANHOLES AND OTHER FIXTURES FOR GRADE AND ALIGNMENT. B.STAKE LOCATION, SIZE, AND DEPTH OF RETENTION/DETENTION FACILITY. C.STAKE FINISHED GRADE OF ALL STORMWATER FEATURES, INCLUDING BUT NOT LIMITED TO CATCH BASIN/MANHOLE RIM ELEVATIONS, OVERFLOW STRUCTURES, WEIRS, AND INVERT ELEVATIONS OF ALL PIPES IN CATCH BASINS, MANHOLES, AND PIPES THAT DAYLIGHT. 12.PIPE MATERIALS USED FOR STORMWATER CONVEYANCE SHALL BE AS APPROVED BY THE CITY. PIPE SIZE, SLOPE, COVER, ETC., SHALL BE AS SPECIFIED IN THE CITY OF YELM DEVELOPMENT GUIDELINES AND ENGINEERING STANDARDS. 13.ALL DRIVEWAY CULVERTS SHALL BE OF SUFFICIENT LENGTH TO PROVIDE A MINIMUM 3:1 SLOPE FROM THE EDGE OF THE DRIVEWAY TO THE BOTTOM OF THE DITCH. CULVERTS SHALL HAVE BEVELED END SECTIONS TO MATCH THE SIDE SLOPE. 14.IF DRAINAGE OUTLETS (STUB-OUTS) ARE TO BE PROVIDED FOR EACH INDIVIDUAL LOT, THE STUB OUTS SHALL CONFORM TO THE FOLLOWING: A.EACH OUTLET SHALL BE LOCATED AT THE LOWEST ELEVATION ON THE LOT, TO SERVICE ALL FUTURE ROOF DOWNSPOUTS AND FOOTING DRAINS, DRIVEWAYS, YARD DRAINS, AND ANY OTHER SURFACE OR SUBSURFACE. EACH OUTLET SHALL HAVE FREE-FLOWING, POSITIVE DRAINAGE TO AN APPROVED STORM WATER CONVEYANCE SYSTEM OR TO AN APPROVED OUTFALL LOCATION. B.OUTLETS ON EACH LOT SHALL BE LOCATED WITH A 5-FOOT HIGH, 2"X 4" STAKE MARKED "STORM" OR "DRAIN." THE STUB-OUT SHALL VISIBLY EXTEND ABOVE SURFACE LEVEL AND BE SECURED TO THE STAKE.PIPE MATERIAL SHALL BE AS APPROVED BY THE CITY. C.DRAINAGE EASEMENTS ARE REQUIRED FOR DRAINAGE SYSTEMS DESIGNED TO CONVEY FLOWS THROUGH INDIVIDUAL LOTS. D.THE DEVELOPER AND/OR CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE LOCATIONS OF ALL STUB-OUT CONVEYANCE LINES WITH RESPECT TO THE UTILITIES E.POWER, GAS, TELEPHONE, TELEVISION). ALL INDIVIDUAL STUB-OUTS SHALL BE PRIVATELY OWNED AND MAINTAINED BY THE LOT HOMEOWNER. 15.THE STORM DRAINAGE SYSTEM SHALL BE CONSTRUCTED ACCORDING TO APPROVED PLANS ON FILE WITH THE CITY. ANY MATERIAL DEVIATION FROM THE APPROVED PLANS WILL REQUIRE WRITTEN APPROVAL FROM THE CITY. 16.ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR SIMILARLY STABILIZED TO THE SATISFACTION OF THE CITY. FOR SITES WHERE GRASS HAS BEEN PLANTED THROUGH HYDRO SEEDING, THE PERFORMANCE BOND WILL NOT BE RELEASED UNTIL THE GRASS HAS BEEN THOROUGHLY ESTABLISHED, UNLESS OTHERWISE APPROVED BY THE CITY. 17.ALL BUILDING DOWNSPOUTS ON COMMERCIAL SITES SHALL BE CONNECTED TO THE STORM DRAINAGE SYSTEM, UNLESS OTHERWISE APPROVED BY THE CITY. 18.ALL EROSION CONTROL AND STORMWATER FACILITIES SHALL BE REGULARLY INSPECTED AND MAINTAINED BY THE CONTRACTOR DURING THE CONSTRUCTION PHASE OF THE DEVELOPMENT PROJECT. 19.NO FINAL CUT OR FILL SLOPE SHALL EXCEED TWO (2) HORIZONTAL TO ONE (1) VERTICAL WITHOUT STABILIZATION BY ROCKERY OR BY A STRUCTURAL RETAINING WALL. 20.THE PROJECT ENGINEER SHALL VERIFY THE LOCATIONS, WIDTHS, THICKNESSES, AND ELEVATIONS OF ALL EXISTING PAVEMENTS AND STRUCTURES, INCLUDING UTILITIES AND OTHER FRONTAGE IMPROVEMENTS, THAT ARE TO INTERFACE WITH NEW WORK, AND PROVIDE ALL TRIMMING, CUTTING, SAW CUTTING, GRADING, LEVELING, SLOPING, COATING, AND OTHER WORK, INCLUDING MATERIALS NECESSARY TO CAUSE THE INTERFACE WITH EXISTING WORKS TO BE PROPER, WITHOUT CONFLICT, ACCEPTABLE TO THE PROJECT ENGINEER AND THE CITY’S CIVIL REVIEW ENGINEER, COMPLETE IN PLACE, AND READY TO USE. 21.COMPACTION OF ALL FILL AREAS SHALL BE PER CURRENT APWA SPECIFICATIONS. FILL SHALL BE PROVIDED IN 6" MAXIMUM LIFTS AND SHALL BE COMPACTED TO 95 PERCENT OF ITS MAXIMUM RELATIVE DENSITY. NOTES: 1.DEPTHS ARE COMPACTED THICKNESS. 2.THE CONTRACTOR SHALL EXPOSE EXISTING FILL, PROOF ROLL AND COMPACT TO 95%. IF YIELDING CONDITIONS ARE ENCOUNTERED, YIELDING MATERIALS SHALL BE REPLACED WITH IMPORTED STRUCTURAL FILL MATERIAL. THE DEPTH OF MATERIAL REPLACEMENT SHALL BE DETERMINED BY THE GEOTECHNICAL ENGINEER. 6" CRUSHED SURFACING BASE COURSE PER WSDOT 9.03-9(3) 12" COMPACTED SUBGRADE TO 95% FILTER FABRIC SEPARATION ALL CHAINLINK FENCING SHALL BE BLACK VINYL-COATED 1 NOT TO SCALE CHAIN LINK FENCE WSDOT STD. PLAN L-20.10-03 3 NOT TO SCALE POND ACCESS ROAD SECTION 05/01/2025 ROAD A PA L I S A D E S S T S E RO A D A TRACT A TRACT E 14 3 PALISA D E S S T S E S R 5 0 7 PA L I S A D E S S T S E 11 6 7 8 9 10 16151213 5 4 1 2 24 TR A C T C 33 232728 26 30 TR A C T B 35 22 36 39 37 38 TRACT D 17 18 19 MAILBOX PLACEMENT 2 C5.12 2 C5.12 MAILBOX PLACEMENT 202131 2934 25 32 ROW N GRAPHIC SCALE 0 50 100 1" = 50 FEET 25 1 2 3 4 TEL www.ahbl.comWEBTELwww.ahbl.comWEBTELwww.ahbl.comWEB 2215 North 30th Street, Suite 300 Tacoma, WA 98403 253.383.2422TEL www.ahbl.comWEB TACOMA SEATTLE SPOKANE TRI-CITIES Know what's below. before you dig.Call R 253.383.2572 FAX 37 MW/SKMH/ABMH 4/29/2025 PERMIT SET 2220348.10 4802 TACOMA MALL BOULEVARD TACOMA, WA 98409 CONTACT: MATT LEWIS (888) 627-0013 GARRETTE CUSTOM HOMES, INC THE RESERVE AT PALISADES A PORTION OF SECTION 25, TWN. 17N, RGE 01E, W.M, CITY OF YELM, THURSTON COUNTY, WASHINGTON. THE RESERVE AT PALISADES DATE: April 24, 2025 FILENAME: Q:\2022\2220348\10_CIV\CAD\_Site Development\2220348-SH-ADDRESS MAP.dwg C5.9 19 MAILBOX PLAN AND ADDRESSING MAP 05/01/2025 ROAD A PA L I S A D E S S T S E RO A D A TRACT A TRACT E 14 3 PALISA D E S S T S E S R 5 0 7 PA L I S A D E S S T S E 4+04 0+ 0 0 1+ 0 0 2+ 0 0 3+ 0 0 4+ 0 0 18+02 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00 1 5 + 0 0 16 + 0 0 17 + 0 0 18 + 0 0 N1° 30' 16"E 756.18' S8 8 ° 2 9 ' 4 4 " E 26 3 . 5 2 ' Δ=90°00'00" R=52.50' L=82.47' Δ=14°00'59" R=197.50' L=48.31' 26.00' ACCESS AND UTILITY EASEMENT FOR BENEFIT OF LOT 25 AND LOT 26 ROAD A STA: 7+00 = PALISADES (MON CL) STA: 1+34.50 PC: 14+56.18 PT: 15+38.64 5 4 1 2 6 7 8 36 33 2728 26 30 TR A C T B 35 39 37 38 TR A C T C 23 17 18 1922 11 TRACT D 9 10 16151213 24 0+ 0 0 1+ 0 0 1+ 8 6 0+ 6 5 1+ 0 0 2+ 0 0 2+ 7 1 0+ 6 5 1+ 0 0 2+ 0 0 2+ 8 0 ROAD A STA: 9+62.10 = TRACT B STA: 1+00.00 ROAD A STA: 11+70.09 = PRIVATE DRIVEWAY STA: 0+37.50 ROAD A STA: 13+30.10 = TRACT C STA: 1+00.00 PC: 2+04.81 PC: 2+69.92 PT: 2+53.13 PT: 3+19.46 N8 8 ° 2 9 ' 4 4 " W 13 4 . 5 0 ' N88° 29' 44"W 70.31' S8 8 ° 2 9 ' 4 4 " E 84 . 4 1 ' Δ=14°00'59" R=202.50' L=49.54' S74° 28' 45"E 16.79' 202131 2934 25 32 5.00'52.28' 15.55' 25.50' 30.50' 30.50'25.50' 25.50'30.50' ROAD A RO A D A TRACT E 14 PALISA D E S S T S E S R 5 0 7 18+02 13+00 14+00 1 5 + 0 0 16 + 0 0 17 + 0 0 18 + 0 0 S8 8 ° 2 9 ' 4 4 " E 26 3 . 5 2 ' Δ=90°00'00" R=52.50' L=82.47' PC: 14+56.18 PT: 15+38.64 TR A C T C 23 17 18 1922 TRACT D 161513 0+ 6 5 1+ 0 0 2+ 0 0 2+ 8 0 ROAD A STA: 11+70.09 = PRIVATE DRIVEWAY STA: 0+37.50 ROAD A STA: 13+30.10 = TRACT C STA: 1+00.00 2021 5.00'52.28' 15.55' 25.50'30.50' N GRAPHIC SCALE 0 50 100 1" = 50 FEET 25 1 2 3 4 TEL www.ahbl.comWEBTELwww.ahbl.comWEBTELwww.ahbl.comWEB 2215 North 30th Street, Suite 300 Tacoma, WA 98403 253.383.2422TEL www.ahbl.comWEB TACOMA SEATTLE SPOKANE TRI-CITIES Know what's below. before you dig.Call R 253.383.2572 FAX 37 MW/SKMH/ABMH 4/29/2025 PERMIT SET 2220348.10 4802 TACOMA MALL BOULEVARD TACOMA, WA 98409 CONTACT: MATT LEWIS (888) 627-0013 GARRETTE CUSTOM HOMES, INC THE RESERVE AT PALISADES A PORTION OF SECTION 25, TWN. 17N, RGE 01E, W.M, CITY OF YELM, THURSTON COUNTY, WASHINGTON. THE RESERVE AT PALISADES DATE: April 29, 2025 FILENAME: Q:\2022\2220348\10_CIV\CAD\_Site Development\2220348-SH-HORI-CNTRL.dwg C5.10 20 HORIZONTAL CONTROL AND SURFACING PLAN CEMENT CONCRETE PAVEMENT STANDARD DUTY ASPHALT PAVEMENT GRAVEL MAINTENANCE ACCESS ROAD HEAVY DUTY CEMENT CONCRETE PAVEMENT LEGEND CURB AND GUTTER CG FLUSH CURB FC NO CURB NC ROLLED CURB RC WEDGE CURB WC START/STOP CURB OR CHANGE IN CURB TYPE X RC NC RC RC NC RC RC NC RC RC NC RCNC WC NC WC X X X XX RC RC CG CG C G CGFCF C X X RC RC X X 9 C5.11 05/01/2025 1 2 3 4 TEL www.ahbl.comWEBTELwww.ahbl.comWEBTELwww.ahbl.comWEB 2215 North 30th Street, Suite 300 Tacoma, WA 98403 253.383.2422TEL www.ahbl.comWEB TACOMA SEATTLE SPOKANE TRI-CITIES Know what's below. before you dig.Call R 253.383.2572 FAX 37 MW/SKMH/ABMH 4/29/2025 PERMIT SET 2220348.10 4802 TACOMA MALL BOULEVARD TACOMA, WA 98409 CONTACT: MATT LEWIS (888) 627-0013 GARRETTE CUSTOM HOMES, INC THE RESERVE AT PALISADES A PORTION OF SECTION 25, TWN. 17N, RGE 01E, W.M, CITY OF YELM, THURSTON COUNTY, WASHINGTON. THE RESERVE AT PALISADES DATE: April 25, 2025 FILENAME: Q:\2022\2220348\10_CIV\CAD\_Site Development\2220348-SH-HORI-CNTRL.dwg C5.11 21 PUBLIC ROAD NOTES AND DETAILS 4"1.0' SEE NOTE 1 GENERAL NOTES 1.MATERIALS AND CONSTRUCTION REQUIREMENTS SHALL BE PER LATEST EDITION OF WSDOT STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION UNLESS OTHERWISE NOTED. PL 6' MIN FROM PL DRIVEWAY PORTION OF SIDEWALK TO BE 6" THICK 6' 20' MAX. 5' SIDEWALK PER CITY OF YELM DWG NO. 2-11 BACK OF ROLLED CURB 6" THICK CEMENT CONCRETE DRIVEWAY 2%2% 2% 4" CONCRETE (6" @ DRIVEWAY LOCATIONS) CEMENT CONCRETE ROLLED CURB AND GUTTER 5' SIDEWALK 6' LANDSCAPE 1.SEE CITY OF YELM DWG. NO 2-11 FOR ADDITIONAL NOTES & DETAILS 2.MINIMUM CONCRETE DEPTH OF 6" IS REQUIRED AT ALL PROPOSED DRIVEWAY LOCATIONS NOTES 1.DRIVEWAY LOCATIONS TO BE IDENTIFIED BY THE CONTRACTOR PRIOR TO POURING THE SIDEWALKS OR ALL SIDEWALKS SHALL BE 6" THICK. NOTES 1.ALL WORKMANSHIP AND MATERIALS SHALL BE IN ACCORDANCE WITH CITY OF YELM STANDARDS, AND THE MOST CURRENT COPY OF THE STATE OF WASHINGTON STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION. 2.THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TRAFFIC CONTROL IN ACCORDANCE WITH MUTCD. PRIOR TO DISRUPTION OF ANY TRAFFIC, TRAFFIC CONTROL PLANS SHALL BE PREPARED AND SUBMITTED TO THE CITY FOR APPROVAL. NO WORK SHALL COMMENCE UNTIL ALL APPROVED TRAFFIC CONTROL IS IN PLACE. 3.ALL CURB AND GUTTER, STREET GRADES, SIDEWALK GRADES, AND ANY OTHER VERTICAL AND/OR HORIZONTAL ALIGNMENT SHALL BE STAKED BY AN ENGINEERING OR SURVEYING FIRM CAPABLE OF PERFORMING SUCH WORK. 4.WHERE NEW ASPHALT JOINS EXISTING, THE EXISTING ASPHALT SHALL BE CUT TO A NEAT VERTICAL EDGE AND TACKED WITH ASPHALT EMULSION TYPE CSS-1 IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS. THE NEW ASPHALT SHALL BE FEATHERED BACK OVER EXISTING TO PROVIDE FOR A SEAL AT THE SAW CUT LOCATION AND THE JOINT SEALED WITH GRADE AR-4000W PAVING ASPHALT. 5.COMPACTION OF SUBGRADE, ROCK, AND ASPHALT SHALL BE IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS. 6.SUBGRADE INSPECTION SHALL BE PERFORMED BY AN APPROVED TESTING FIRM AND FORMS SHALL BE INSPECTED FOR LINE AND GRADE BY AN ENGINEER BEFORE POURING CONCRETE. 7.CERTIFICATION AS TO CONFORMANCE SHALL BE PROVIDED TO THE CITY PRIOR TO ACCEPTANCE OF WORK. 8.THE CONTRACTOR/DEVELOPER SHALL FURNISH AND INSTALL ALL PERMANENT SIGNING. GENERAL NOTES (STREET CONSTRUCTION) ROLLED CURB ROADS 1 NOT TO SCALE ON-STREET PARKING 2 NOT TO SCALE CEMENT CONCRETE SIDEWALK 3 NOT TO SCALE CEMENT CONCRETE CURBS 4 NOT TO SCALE CAST IN PLACE MONUMENT 5 NOT TO SCALE STREET TREE 6 NOT TO SCALE ASPHALT WEDGE CURB 7 NOT TO SCALE SIDEWALK DETAIL 8 NOT TO SCALE DRIVEWAY PLACEMENT CEMENT CONCRETE BARRIER CURB AND GUTTER TA P E R M A I N T A I N E D G E O F C O N C R E T E C U R B CEMENT CONCRETE ROLLED CURB & GUTTER 3' H A N D TR O W E L L E D S E C T I O N 9 NOT TO SCALE CURB TRANSITION 4"1.5' AT END OF PALISADES AT LOT 25 AND 26 DRIVEWAY MATCH ROADWAY SLOPE MATCH ROADWAY SLOPE 05/01/2025 6" 5.6' 2.0' 2.6' 1.4' 5.0' SIDEWALK 4.0' MIN 1 2 3 4 TEL www.ahbl.comWEBTELwww.ahbl.comWEBTELwww.ahbl.comWEB 2215 North 30th Street, Suite 300 Tacoma, WA 98403 253.383.2422TEL www.ahbl.comWEB TACOMA SEATTLE SPOKANE TRI-CITIES Know what's below. before you dig.Call R 253.383.2572 FAX 37 MW/SKMH/ABMH 4/29/2025 PERMIT SET 2220348.10 4802 TACOMA MALL BOULEVARD TACOMA, WA 98409 CONTACT: MATT LEWIS (888) 627-0013 GARRETTE CUSTOM HOMES, INC THE RESERVE AT PALISADES A PORTION OF SECTION 25, TWN. 17N, RGE 01E, W.M, CITY OF YELM, THURSTON COUNTY, WASHINGTON. THE RESERVE AT PALISADES DATE: April 25, 2025 FILENAME: Q:\2022\2220348\10_CIV\CAD\_Site Development\2220348-SH-HORI-CNTRL.dwg C5.12 22 PUBLIC ROAD NOTES AND DETAILS INSTALLATION REQUIREMENTS SPECIFIED IN USPS STD-4C INCLUDE: 1. AT LEAST ONE CUSTOMER COMPARTMENT SHALL BE POSITIONED LESS THAN 48" FROM THE FINISHED GRADE. 2. NO PARCEL LOCKER (INTERIOR BOTTOM SHELF) SHALL BE POSITIONED LESS THAN 15" FROM FINISHED GRADE. 3. NO PATRON (TENANT) LOCK SHALL BE POSITIONED MORE THAN 67" ABOVE FINISHED GRADE. 4. NO CUSTOMER COMPARTMENT (INTERIOR BOTTOM SHELF) SHALL BE POSITIONED LESS THAN 28" FROM FINISHED GRADE. 5. THE USPS ARROW LOCK SHALL BE POSITIONED 36"-48" ABOVE FINISHED GRADE. 1.19' 16 3 4" 62 3 4" 48 14" 30 12" 6" 18"MOUNT ON PEDESTAL PROVIDED WITH N.D.C.B.U. UNIT 18" CEMENT CONCRETE ROLLED CURB AND GUTTER 6.0' BUFFER CONTRACTOR IS RESPONSIBLE TO VERIFY MAILBOX CLUSTER LOCATIONS WITH USPS PRIOR TO INSTALLATION. CONTACT: JEM ROGERS, (360) 458-4715 2 NOT TO SCALE MAILBOX PLACEMENT 1 NOT TO SCALE SINGLE DIRECTION CURB RAMP 05/01/2025 1 2 3 4 TEL www.ahbl.comWEBTELwww.ahbl.comWEBTELwww.ahbl.comWEB 2215 North 30th Street, Suite 300 Tacoma, WA 98403 253.383.2422TEL www.ahbl.comWEB TACOMA SEATTLE SPOKANE TRI-CITIES Know what's below. before you dig.Call R 253.383.2572 FAX 37 MW/SKMH/ABMH 4/29/2025 PERMIT SET 2220348.10 4802 TACOMA MALL BOULEVARD TACOMA, WA 98409 CONTACT: MATT LEWIS (888) 627-0013 GARRETTE CUSTOM HOMES, INC THE RESERVE AT PALISADES A PORTION OF SECTION 25, TWN. 17N, RGE 01E, W.M, CITY OF YELM, THURSTON COUNTY, WASHINGTON. THE RESERVE AT PALISADES DATE: April 25, 2025 FILENAME: Q:\2022\2220348\10_CIV\CAD\_Site Development\2220348-SH-HORI-CNTRL.dwg C5.13 23 PUBLIC ROAD NOTES AND DETAILS 1 NOT TO SCALE PERMANENT BARRICADE 2 NOT TO SCALE SIGN SUPPORT 3 NOT TO SCALE STOP SIGN 05/01/2025 1 2 3 4 TEL www.ahbl.comWEBTELwww.ahbl.comWEBTELwww.ahbl.comWEB 2215 North 30th Street, Suite 300 Tacoma, WA 98403 253.383.2422TEL www.ahbl.comWEB TACOMA SEATTLE SPOKANE TRI-CITIES Know what's below. before you dig.Call R 253.383.2572 FAX 37 MW/SKMH/ABMH 4/29/2025 PERMIT SET 2220348.10 4802 TACOMA MALL BOULEVARD TACOMA, WA 98409 CONTACT: MATT LEWIS (888) 627-0013 GARRETTE CUSTOM HOMES, INC THE RESERVE AT PALISADES A PORTION OF SECTION 25, TWN. 17N, RGE 01E, W.M, CITY OF YELM, THURSTON COUNTY, WASHINGTON. THE RESERVE AT PALISADES DATE: April 25, 2025 FILENAME: Q:\2022\2220348\10_CIV\CAD\_Site Development\2220348-SH-HORI-CNTRL.dwg C5.14 24 PUBLIC ROAD NOTES AND DETAILS 1 NOT TO SCALE DRIVEWAY APPROACH 3 NOT TO SCALE STREET NAME SIGN 2 NOT TO SCALE BICYCLE LANE MARKINGS 4 NOT TO SCALE CROSSWALK MARKINGS 05/01/2025 s s s s s s s s s s s s ss ss s s s s s s s s s ss ss s s ss s s sss s ROAD A PROPOSED FIRE HYDRANT SINGLE WATER SERVICE CONNECTION (TYP.) PROPOSED BLOWOFF ASSEMBLY DOUBLE WATER SERVICE CONNECTION (TYP.) DOUBLE SEWER SERVICE CONNECTION (TYP.) PROPOSED FIRE HYDRANT 10.00' UTILITY EASEMENT (TYP.) 10.00' UTILITY EASEMENT (TYP.) PROPOSED INFILTRATION POND PROPOSED 2" PVC STEP MAIN (TYP) CONNECT TO EXISTING 10" WATER MAIN CONNECT TO EXISTING 6" SEWER MAIN S R 5 0 7 PALISA D E S S T S E PA L I S A D E S S T S E TRACT A TRACT E 3 14.50' SEWER TO WATER 10' MIN SEPARATION 11.50' WATER TO STORM 10' MIN SEPARATION 26.00' ACCESS AND UTILITY EASEMENT EXTEND 6" SEWER MAIN TO END OF PROPERTY EXTEND 10" WATER MAIN TO END OF PROPERTY 2.00' PRIVATE ROOF DRAIN EASEMENT (TYP.) PROPOSED END OF LINE SEWER CLEANOUT 2.00' PRIVATE ROOFDRAIN EASEMENT (TYP.) PROPOSED WATER QUALITEY FILTER STRUCTURE 5 4 1 2 39 37 38 33 232728 30 TR A C T B 35 24 36 26 17 18 1922 11 6 7 8 9 10 1615121314 TR A C T C TRACT D PA L I S A D E S S T S E CONNECT TO EXISTING 10" WATER MAIN PROPOSED FIRE HYDRANT 4+04 0+ 0 0 1+ 0 0 2+ 0 0 3+ 0 0 4+ 0 0 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00 1 5 + 0 0 16 + 0 0 17 + 0 0 18 + 0 0 18 + 0 2 2934 25 32 202131 s s PROPOSED FIRE HYDRANT PROPOSED INFILTRATION POND CONNECT TO EXISTING 10" WATER MAIN CONNECT TO EXISTING 6" SEWER MAIN S R 5 0 7 PALISA D E S S T S E TRACT E EXTEND 6" SEWER MAIN TO END OF PROPERTY EXTEND 10" WATER MAIN TO END OF PROPERTY PROPOSED WATER QUALITEY FILTER STRUCTURE 17 18 19 1615 TRACT D 14+00 1 5 + 0 0 16 + 0 0 17 + 0 0 18 + 0 0 18 + 0 2 20 N GRAPHIC SCALE 0 50 100 1" = 50 FEET 25 1 2 3 4 TEL www.ahbl.comWEBTELwww.ahbl.comWEBTELwww.ahbl.comWEB 2215 North 30th Street, Suite 300 Tacoma, WA 98403 253.383.2422TEL www.ahbl.comWEB TACOMA SEATTLE SPOKANE TRI-CITIES Know what's below. before you dig.Call R 253.383.2572 FAX 37 MW/SKMH/ABMH 5/1/2025 PERMIT SET 2220348.10 4802 TACOMA MALL BOULEVARD TACOMA, WA 98409 CONTACT: MATT LEWIS (888) 627-0013 GARRETTE CUSTOM HOMES, INC THE RESERVE AT PALISADES A PORTION OF SECTION 25, TWN. 17N, RGE 01E, W.M, CITY OF YELM, THURSTON COUNTY, WASHINGTON. THE RESERVE AT PALISADES DATE: April 29, 2025 FILENAME: Q:\2022\2220348\10_CIV\CAD\_Site Development\2220348-SH-UTIL.dwg C6.1 25 OVERALL UTILITY MAP PROPOSED 2" PVC STEP MAIN (TYP) EXISTING 2" SEWER ALL HOMES TO BE EQUIPPED WITH APPROVED AUTOMATIC SPRINKLER SYSTEM IN ACCORDANCE WITH SECTION 903.3.1.1, 903.3.1.2, OR 903.3.1.3 OF THE INTERNATIONAL FIRE CODE FIRE NOTES: PROPOSED FRONTAGE IMPROVEMENTS TO BE COVERED UNDER SEPARATE PERMIT COVER 2" DUAL WATER SERVICE 6" WATER MAIN 6" WATER MAIN 8" WATER MAIN 8" WATER MAIN 8" WATER MAIN 3 C5.6 PROPOSED FRONTAGE IMPROVEMENTS TO BE COVERED UNDER SEPARATE PERMIT COVER 05/01/2025 s s s s s s s s s s s ss ss s s s s s s s s s ss ss s s ss s s sss s 41 0 39 4 39 6 39 8 40 4 422 420 418 422 380 39 040 041 0 378 382 384 38 6 38 8 39 2 39 4 39 6 39 840 2 40 4 40 6 40 841 241 4416 39 0 38 2 3 8 4 38 6 38 8 39 2 394 396 3 9 4 394 3 9 6 40 0 39 8 398 40 4 40 6 41 0 40 8 41 2 4 1 4 41 4 41 4 416 416 41 6 41 8 420 420 41 6 41 6 41 8 ROAD A RO A D B 3 8 0 39 0 3 7 4 3 7 6 3 7 8 3 8 2 3 8 4 384 3 8 4 3 8 6 38 8 37 0 38 0 37 2 3 7 2 37 2 37 4 37 6 37 8 38 2 RO A D A TRACT A R25.00' 26.00' ACCESS AND UTILITY EASEMENT WF4 WF5 WF12 WF13 WF7 WF2 WF11 WF1 FH3 FH2 WP1 WP3 WP4 WP5 WP 1 0 WP11 WP 1 2 WP2 WP14 WP15 WP-FH2 WP16 141+ 0 0 2+ 0 0 3+ 0 0 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00 1 5 + 0 0 16 + 0 0 17 + 0 0 TRACT A 3 36 TR A C T C 33 232728 26 17 18 19 30 TR A C T B 35 22 11 6 7 8 9 10 16151213 24 4 1 2 39 ROW 37 38 18 19 WF8 WP6 WF6 WP7 WP6 WF3 2131 2934 25 32 20 376 380 385 390 395 400 405 410 415 376 380 385 390 395 400 405 410 415 7+00 FG 4 1 8 . 7 7 FG 4 1 8 . 3 2 7+50 FG 4 1 7 . 7 8 FG 4 1 7 . 2 8 8+00 FG 4 1 6 . 7 8 FG 4 1 6 . 2 8 8+50 FG 4 1 5 . 7 8 FG 4 1 5 . 2 4 9+00 FG 4 1 4 . 5 7 FG 4 1 3 . 7 8 9+50 FG 4 1 2 . 8 6 FG 4 1 1 . 8 2 10+00 FG 4 1 0 . 6 5 FG 4 0 9 . 4 0 10+50 FG 4 0 8 . 1 5 FG 4 0 6 . 9 1 11+00 FG 4 0 5 . 6 6 FG 4 0 4 . 4 1 11+50 FG 4 0 3 . 1 6 FG 4 0 1 . 9 1 12+00 FG 4 0 0 . 6 6 FG 3 9 9 . 4 1 12+50 FG 3 9 8 . 1 6 FG 3 9 6 . 9 1 13+00 FG 3 9 5 . 6 6 FG 3 9 4 . 4 1 13+50 FG 3 9 3 . 1 6 FG 3 9 1 . 9 1 14+00 FG 3 9 0 . 6 6 FG 3 8 9 . 4 1 14+50 FG 3 8 8 . 1 6 FG 3 8 6 . 9 1 15+00 FG 3 8 5 . 6 6 WF1 WP1 WF2 WP2 WF3 WP3 WF4 WP4 WF5 WP5 WF6PROPOSED GRADE ELEVATION AT ROAD CENTERLINEEXISTING GRADE ELEVATION AT ROAD CENTERLINE EXISTING GRADE AT ROAD CENTERLINE PROPOSED GRADE AT ROAD CENTERLINE PROPOSED 12" STORM PROPO S E D S S F M 12" STORM BOT 406.96 8" WATER TOP 12" STORM BOT 397.20 8" WATER TOP 12" STORM BOT 383.83 8" WATER TOP 405.25 395.63 382.28 UTILITY CROSSING NOTES 1.AT ALL UTILITY CROSSINGS: STORM PIPE SHALL BE CONSTRUCTED OF ONE SEGMENT OF THE MAXIMUM STANDARD LENGTH OF PIPE (BUT NOT LESS THAN 18 FEET LONG) WITH THE PIPES CENTERED TO MAXIMIZE JOINT SEPARATION. 2.STORM CROSSING WITHIN 18" ABOVE WATER: THE WATER PIPE SHALL BE ENCASED IN PIPE, OR CONCRETE. CONCRETE ENCASEMENT CAN ONLY BE INSTALLED WHEN SPECIFICALLY DIRECTED BY THE CITY ENGINEER. STORM SHALL BE CONSTRUCTED OF DUCTILE IRON PIPE OR STANDARD SEWER PIPE IN A CASING EQUIVALENT TO THAT SPECIFIED IN TABLE C1-4 OF THE WASHINGTON STATE DEPARTMENT OF ECOLOGY'S CRITERIA FOR SEWAGE WORKS DESIGN (ORANGE BOOK) FOR A DISTANCE OF 10 FEET ON EACH SIDE OF THE CROSSING. 3.PRESSURE SEWERS UNDER WATER LINES: THESE PRESSURE SEWERS SHALL BE CONSTRUCTED ONLY UNDER WATER LINES WITH ADS N-12 PIPE OR STANDARD SEWER PIPE IN A CASING EQUIVALENT TO THAT SPECIFIED ABOVE IN C1-9.1.4A OF DOE'S ORANGE BOOK. FOR A DISTANCE OF AT LEAST 10 FEET ON EACH SIDE OF THE CROSSING. SPRINKLER NOTES ALL HOMES WILL BE EQUIPPED WITH FIRE SPRINKLER SUPPRESSION SYSTEMS. SERVICES SHALL BE INSTALLED PER CITY OF YELM REQUIREMENTS PIPE TABLE NAME WP1 WP2 WP3 WP4 WP5 WP6 WP14 WP15 WP16 SIZE 8" 8" 8" 8" 8" 8" 6" 2" 6" LENGTH 265 LF 182 LF 8 LF 163 LF 135 LF 37 LF 153 LF 135 LF 153 LF MATERIAL CL52 DIP CL52 DIP CL52 DIP CL52 DIP CL52 DIP CL52 DIP CL52 DIP CL52 DIP CL52 DIP 20 WATER FITTING TABLE NAME WF1 WF2 WF3 WF4 WF5 WF6 STRUCTURE INFORMATION 1 - 8" TEE (MJxFL) 2 - 8" GATE VALVE (FLxMJ) THRUST BLOCK 1 - 8"x6" TEE (MJxFL) 1 - 6" GATE VALVE (FLxMJ) THRUST BLOCK 1 - 8"x6" TEE (MJxFL) 1 - 6" GATE VALVE (FLxMJ) THRUST BLOCK DUAL SERVICE SADDLE 1 - 8"x6" TEE (MJxFL) 1 - 6" GATE VALVE (FLxMJ) THRUST BLOCK 1 - 45° BEND (MJ) THRUST BLOCK ALIGNMENT STATION, OFFSET ROAD A (MON CL) STA:7+06.97, 7.25' RT ROAD A (MON CL) STA:9+71.94, 7.25' RT ROAD A (MON CL) STA:11+54.10, 7.25' RT ROAD A (MON CL) STA:11+76.10, 7.25' RT ROAD A (MON CL) STA:13+40.18, 7.21' RT ROAD A (MON CL) STA:14+77.10, 3.40' RT WATER METER TABLE LOT/S LOT 6 AND 7 LOT 8 AND 9 LOT 10 AND 11 LOT 12 AND 13 LOT 14 AND 15 LOT 16 LOT 17 AND 18 LOT 19 AND 20 LOT 21 AND 22 LOT 23 DESCRIPTION 2" DUAL SERVICE 2" DUAL SERVICE 2" DUAL SERVICE 2" DUAL SERVICE 2" DUAL SERVICE 1" SINGLE SERVICE 2" DUAL SERVICE 2" DUAL SERVICE 2" DUAL SERVICE 1" SINGLE SERVICE ALIGNMENT STATION OFFSET ROAD A (MON CL) STA:7+95.90, 21.90' LT ROAD A (MON CL) STA:9+25.89, 22.14' LT ROAD A (MON CL) STA:10+55.89, 22.37' LT ROAD A (MON CL) STA:11+85.88, 22.60' LT ROAD A (MON CL) STA:13+15.58, 22.83' LT ROAD A (MON CL) STA:14+44.57, 23.04' LT ROAD A (MON CL) STA:13+48.68, 94.90' RT ROAD A (MON CL) STA:16+57.68, 159.84' RT ROAD A (MON CL) STA:13+12.62, 171.95' RT ROAD A (MON CL) STA:13+10.14, 22.18' RT WATER METER TABLE LOT/S LOT 24 LOT 25 LOT 26 LOT 27 LOT 28 AND 29 LOT 30 LOT 31 AND 32 LOT 33 LOT 34 LOT 35 DESCRIPTION 1" SINGLE SERVICE 1" SINGLE SERVICE 1" SINGLE SERVICE 1" SINGLE SERVICE 2" DUAL SERVICE 1" SINGLE SERVICE 2" DUAL SERVICE 1" SINGLE SERVICE 1" SINGLE SERVICE 1" SINGLE SERVICE ALIGNMENT STATION OFFSET ROAD A (MON CL) STA:11+87.66, 22.40' RT ROAD A (MON CL) STA:11+85.18, 142.44' RT ROAD A (MON CL) STA:11+47.57, 142.71' RT ROAD A (MON CL) STA:11+44.14, 22.48' RT ROAD A (MON CL) STA:10+39.14, 22.66' RT ROAD A (MON CL) STA:9+80.67, 137.27' RT ROAD A (MON CL) STA:9+62.41, 173.74' RT ROAD A (MON CL) STA:9+43.94, 139.33' RT ROAD A (MON CL) STA:9+42.14, 22.83' RT ROAD A (MON CL) STA:8+36.14, 23.02' RT WATER METERS SHALL BE 5 8 " SEE CITY OF YELM DWG NO. 4-1 ON SHEET C7.6 FOR SINGLE METER SERVICE, AND CITY OF YELM DWG NO 4-2 ON SHEET C7.6 FOR DUAL METER SERVICE. N GRAPHIC SCALE 0 50 100 1" = 50 FEET 25 1 2 3 4 TEL www.ahbl.comWEBTELwww.ahbl.comWEBTELwww.ahbl.comWEB 2215 North 30th Street, Suite 300 Tacoma, WA 98403 253.383.2422TEL www.ahbl.comWEB TACOMA SEATTLE SPOKANE TRI-CITIES Know what's below. before you dig.Call R 253.383.2572 FAX 37 MW/SKMH/ABMH 4/29/2025 PERMIT SET 2220348.10 4802 TACOMA MALL BOULEVARD TACOMA, WA 98409 CONTACT: MATT LEWIS (888) 627-0013 GARRETTE CUSTOM HOMES, INC THE RESERVE AT PALISADES A PORTION OF SECTION 25, TWN. 17N, RGE 01E, W.M, CITY OF YELM, THURSTON COUNTY, WASHINGTON. THE RESERVE AT PALISADES DATE: April 29, 2025 FILENAME: Q:\2022\2220348\10_CIV\CAD\_Site Development\2220348-SH-WATR-ROAD A.dwg C7.1 26 ROAD A WATER PLAN AND PROFILE ROAD A PROFILE SCALE: H;1"=50', V:1"=5' MAT C H L I N E S E E S H E E T C7.2 05/01/2025 s s 38 0 390 3 7 8 38 2 3 8 4 386 388 392 390 382 384 386 388 392 394 39 4 39 6 36 0 370 380 354 356 358 36 2 36 4 36 6 368 368 36 8 372 374 376 378 382 38438 4384 386 370 380 36 2 364 366 368 37237237237 437637 8382 ROAD A WF7 FH2 WP5 WP-FH2 WP16 18+02 14 + 0 0 15+ 0 0 16+00 17+00 18+00 17 18 19 TRACT D 18 19 WF8 WF6 WP7 WP8 WP6 WF9 355 360 365 370 375 380 385 390 395 355 360 365 370 375 380 385 390 395 15+00 FG 3 8 5 . 6 6 FG 3 8 4 . 4 1 15+50 FG 3 8 3 . 1 6 FG 3 8 1 . 9 1 16+00 FG 3 8 0 . 6 6 FG 3 7 9 . 4 1 16+50 FG 3 7 8 . 1 6 FG 3 7 6 . 9 9 17+00 FG 3 7 6 . 1 9 FG 3 7 5 . 8 0 17+50 FG 3 7 5 . 8 1 FG 3 7 6 . 0 9 18+00 FG 18+02.16 FG PVI: 375.19 PVI STA: 17+09.50 K: 15.51 A.D.: 6.45% 100' VC BV C S : 1 6 + 5 9 . 5 0 BV C E : 3 7 7 . 6 9 EV C S : 1 7 + 5 9 . 5 0 EV C E : 3 7 5 . 9 2 1.45% 12" C P E P S T O R M PR O P O S E D S S F M EXISTING ELEVATION AT ROAD CENTERLINE EXISTING ELEVATION AT ROAD CENTERLINE 12" STORM BOT 373.44 8" WATER TOP 372.73 WF7 WP7 WF8 WP8 WF9 8" WATER BOT 2" SEWER TOP 370.51 371.71 EXISTING SEWER FORCEMAIN. CONTRACTOR TO POTHOLE TO VERIFY EXISTING SEWER ELEVATION. NOTIFY ENGINEER IF SEWER ELEVATIONS DIFFER FROM SHOWN HERE. IF WATER CROSSING IS WITHIN 6" OF EXISTING SEWER THEN EXISTING SEWER LINE SHALL BE ENCASED IN UTILITY CROSSING NOTES 1.AT ALL UTILITY CROSSINGS: STORM PIPE SHALL BE CONSTRUCTED OF ONE SEGMENT OF THE MAXIMUM STANDARD LENGTH OF PIPE (BUT NOT LESS THAN 18 FEET LONG) WITH THE PIPES CENTERED TO MAXIMIZE JOINT SEPARATION. 2.STORM CROSSING WITHIN 18" ABOVE WATER: THE WATER PIPE SHALL BE ENCASED IN PIPE, OR CONCRETE. CONCRETE ENCASEMENT CAN ONLY BE INSTALLED WHEN SPECIFICALLY DIRECTED BY THE CITY ENGINEER. STORM SHALL BE CONSTRUCTED OF DUCTILE IRON PIPE OR STANDARD SEWER PIPE IN A CASING EQUIVALENT TO THAT SPECIFIED IN TABLE C1-4 OF THE WASHINGTON STATE DEPARTMENT OF ECOLOGY'S CRITERIA FOR SEWAGE WORKS DESIGN (ORANGE BOOK) FOR A DISTANCE OF 10 FEET ON EACH SIDE OF THE CROSSING. 3.PRESSURE SEWERS UNDER WATER LINES: THESE PRESSURE SEWERS SHALL BE CONSTRUCTED ONLY UNDER WATER LINES WITH ADS N-12 PIPE OR STANDARD SEWER PIPE IN A CASING EQUIVALENT TO THAT SPECIFIED ABOVE IN C1-9.1.4A OF DOE'S ORANGE BOOK. FOR A DISTANCE OF AT LEAST 10 FEET ON EACH SIDE OF THE CROSSING. SPRINKLER NOTES ALL HOMES WILL BE EQUIPPED WITH FIRE SPRINKLER SUPPRESSION SYSTEMS. SERVICES SHALL BE INSTALLED PER CITY OF YELM REQUIREMENTS PIPE TABLE NAME WP-FH2 WP6 WP7 WP8 SIZE 6" 8" 8" 8" LENGTH 11 LF 37 LF 199 LF 78 LF MATERIAL CL52 DIP CL52 DIP CL52 DIP CL52 DIP WATER FITTING TABLE NAME WF7 WF8 WF9 STRUCTURE INFORMATION 1 - 45° BEND (MJ) THRUST BLOCK 1 - 8"x6" TEE (MJxFL) 1 - 6" GATE VALVE (FLxMJ) THRUST BLOCK 1 - 10"x8" TAPPING TEE (FL) 1 - 8" GATE VALVE (FLxMJ) THRUST BLOCK ALIGNMENT STATION, OFFSET ROAD A (MON CL) STA:15+17.72, 3.40' RT ROAD A (MON CL) STA:17+19.20, 7.24' RT ROAD A (MON CL) STA:17+97.46, 7.24' RT FIRE HYDRANT TABLE NAME FH2 DESCRIPTION FIRE HYDRANT ASSEMBLY ALIGNMENT STATION, OFFSET ROAD A (MON CL) STA:17+19.34, 19.69' RT N GRAPHIC SCALE 0 50 100 1" = 50 FEET 25 1 2 3 4 TEL www.ahbl.comWEBTELwww.ahbl.comWEBTELwww.ahbl.comWEB 2215 North 30th Street, Suite 300 Tacoma, WA 98403 253.383.2422TEL www.ahbl.comWEB TACOMA SEATTLE SPOKANE TRI-CITIES Know what's below. before you dig.Call R 253.383.2572 FAX 37 MW/SKMH/ABMH 4/29/2025 PERMIT SET 2220348.10 4802 TACOMA MALL BOULEVARD TACOMA, WA 98409 CONTACT: MATT LEWIS (888) 627-0013 GARRETTE CUSTOM HOMES, INC THE RESERVE AT PALISADES A PORTION OF SECTION 25, TWN. 17N, RGE 01E, W.M, CITY OF YELM, THURSTON COUNTY, WASHINGTON. THE RESERVE AT PALISADES DATE: April 29, 2025 FILENAME: Q:\2022\2220348\10_CIV\CAD\_Site Development\2220348-SH-WATR-ROAD A.dwg C7.2 27 ROAD A WATER PLAN AND PROFILE ROAD A PROFILE SCALE: H;1"=50', V:1"=5' M A T C H L I N E S E E S H E E T C 7 . 1 05/01/2025 s s ss s s ss s s s s416 42 2 4 2 0 4 1 4 4 1 6 4 1 8 4 2 2 4 1 6 41 8 42041 8 422 42 0 41 2 41 4 41 6 41 8 422 41 0 41 2 41 4 41 6 RO A D A PALISADES ST SE PALISADES ST SE 3 TRACT A WF12 WF13 WF11 WF10 WF1 FH3 WP1 WP10 WP11 WP12 WP-EX1 WP-FH3 WP9 LOT 37 AND 38LOT 36 LOT 2 AND 3 LOT 6 AND 7 LOT 4 AND 5 LOT 1 LOT 39WP13 ARV ARV TRACT A 3 0+00 1+00 2+00 3+00 4+004+04 7+ 0 0 8+ 0 0 36 5 4 12 3937386 7 PROPOSED GRADE ELEVATION AT ROAD CENTERLINE EXISTING GRADE ELEVATION AT ROAD CENTERLINE EXISTING GRADE AT ROAD CENTERLINE PROPOSED GRADE AT ROAD CENTERLINE MIN 3.50', TYP COVER 405 410 415 420 425 405 410 415 420 425 0+00 FG FG 4 1 4 . 1 3 0+50 FG 4 1 5 . 3 8 FG 4 1 6 . 5 6 1+00 FG 4 1 7 . 6 0 FG 4 1 8 . 4 8 1+50 FG 4 1 9 . 2 1 FG 4 1 9 . 8 0 2+00 FG 4 2 0 . 3 0 FG 4 2 0 . 8 1 2+50 FG 4 2 1 . 3 1 FG 4 2 1 . 8 1 3+00 FG 4 2 2 . 3 0 FG 4 2 2 . 5 9 3+50 FG 4 2 2 . 5 3 FG 4 2 2 . 2 8 4+00 FG 4 2 2 . 0 3 4+03.87 FG WF10 WP9 WF11 WP10 WP11WP11 WP12 WF12 WP13 ARV WF13 WP-EX1 WF1 PVI: 418.57 PVI STA: 1+13.80 K: 41.74 A.D.: 3.00% 125' VC BV C S : 0 + 5 1 . 3 0 BV C E : 4 1 5 . 4 5 EV C S : 1 + 7 6 . 3 0 EV C E : 4 1 9 . 8 3 PVI: 422.79 PVI STA: 3+24.37 K: 16.64 A.D.: 3.00% 50' VC BV C S : 2 + 9 9 . 3 7 BV C E : 4 2 2 . 2 9 EV C S : 3 + 4 9 . 3 7 EV C E : 4 2 2 . 5 4 UTILITY CROSSING NOTES 1.AT ALL UTILITY CROSSINGS: STORM PIPE SHALL BE CONSTRUCTED OF ONE SEGMENT OF THE MAXIMUM STANDARD LENGTH OF PIPE (BUT NOT LESS THAN 18 FEET LONG) WITH THE PIPES CENTERED TO MAXIMIZE JOINT SEPARATION. 2.STORM CROSSING WITHIN 18" ABOVE WATER: THE WATER PIPE SHALL BE ENCASED IN PIPE, OR CONCRETE. CONCRETE ENCASEMENT CAN ONLY BE INSTALLED WHEN SPECIFICALLY DIRECTED BY THE CITY ENGINEER. STORM SHALL BE CONSTRUCTED OF DUCTILE IRON PIPE OR STANDARD SEWER PIPE IN A CASING EQUIVALENT TO THAT SPECIFIED IN TABLE C1-4 OF THE WASHINGTON STATE DEPARTMENT OF ECOLOGY'S CRITERIA FOR SEWAGE WORKS DESIGN (ORANGE BOOK) FOR A DISTANCE OF 10 FEET ON EACH SIDE OF THE CROSSING. 3.PRESSURE SEWERS UNDER WATER LINES: THESE PRESSURE SEWERS SHALL BE CONSTRUCTED ONLY UNDER WATER LINES WITH ADS N-12 PIPE OR STANDARD SEWER PIPE IN A CASING EQUIVALENT TO THAT SPECIFIED ABOVE IN C1-9.1.4A OF DOE'S ORANGE BOOK. FOR A DISTANCE OF AT LEAST 10 FEET ON EACH SIDE OF THE CROSSING. SPRINKLER NOTES ALL HOMES WILL BE EQUIPPED WITH FIRE SPRINKLER SUPPRESSION SYSTEMS. SERVICES SHALL BE INSTALLED PER CITY OF YELM REQUIREMENTS WATER FITTING TABLE NAME WF1 WF10 WF11 WF12 WF13 STRUCTURE INFORMATION 1 - 8" TEE (MJxFL) 2 - 8" GATE VALVE (FLxMJ) THRUST BLOCK BLOW-OFF ASSEMBLY 1 - 8"x6" TEE (MJxFL) 1 - 6" GATE VALVE (FLxMJ) THRUST BLOCK 1 - 11.25° BEND (MJ) THRUST BLOCK CONNECT TO EXISTING 8" WATER MAIN 1 - 11.25° BEND (MJ) THRUST BLOCK 1 - 10" x 8" REDUCER ALIGNMENT STATION, OFFSET ROAD A (MON CL) STA:7+06.97, 7.25' RT PALISADES (MON CL) STA:0+06.12, 6.99' LT PALISADES (MON CL) STA:0+84.66, 6.79' LT PALISADES (MON CL) STA:2+34.01, 8.67' LT PALISADES (MON CL) STA:3+79.59, 6.40' RT PIPE TABLE NAME WP-EX1 WP-FH3 WP9 WP10 WP11 WP12 WP13 SIZE 10" 6" 8" 8" 8" 8" 8" LENGTH 23 LF 13 LF 78 LF 58 LF 92 LF 114 LF 30 LF MATERIAL CL52 DIP CL52 DIP CL52 DIP CL52 DIP CL52 DIP CL52 DIP CL52 DIP WATER METER TABLE LOT/S LOT 1 LOT 2 AND 3 LOT 4 AND 5 LOT 6 AND 7 LOT 36 LOT 37 AND 38 LOT 39 DESCRIPTION 1" SINGLE SERVICE 2" DUAL SERVICE 2" DUAL SERVICE 2" DUAL SERVICE 1" SINGLE SERVICE 2" DUAL SERVICE 1" SINGLE SERVICE ALIGNMENT STATION OFFSET PALISADES (MON CL) STA:3+00.88, 21.49' RT PALISADES (MON CL) STA:1+80.26, 22.94' RT PALISADES (MON CL) STA:0+60.26, 22.63' RT ROAD A (MON CL) STA:7+95.90, 21.90' LT PALISADES (MON CL) STA:1+82.37, 22.05' LT PALISADES (MON CL) STA:2+84.23, 27.32' LT PALISADES (MON CL) STA:4+02.87, 21.83' LT WATER METERS SHALL BE 5 8 " SEE CITY OF YELM DWG NO. 4-1 ON SHEET C7.6 FOR SINGLE METER SERVICE, AND CITY OF YELM DWG NO 4-2 ON SHEET C7.6 FOR DUAL METER SERVICE. WATER TABLE NAME ARV DESCRIPTION 2" AIR AND VACUUM RELEASE VALVE ALIGNMENT STATION, OFFSET PALISADES (MON CL) STA:3+49.49, 0.33' RT VACUUM/AIR-RELIEF VALVE TABLE LOT/S ARV DESCRIPTION 2" AIR AND VACUUM RELEASE VALVE ALIGNMENT STATION OFFSET PALISADES (MON CL) STA:3+54.02, 22.16' LT WATER TABLE NAME FH3 DESCRIPTION FIRE HYDRANT ASSEMBLY ALIGNMENT STATION, OFFSET PALISADES (MON CL) STA:0+84.70, 21.26' LT N GRAPHIC SCALE 0 50 100 1" = 50 FEET 25 1 2 3 4 TEL www.ahbl.comWEBTELwww.ahbl.comWEBTELwww.ahbl.comWEB 2215 North 30th Street, Suite 300 Tacoma, WA 98403 253.383.2422TEL www.ahbl.comWEB TACOMA SEATTLE SPOKANE TRI-CITIES Know what's below. before you dig.Call R 253.383.2572 FAX 37 MW/SKMH/ABMH 4/29/2025 PERMIT SET 2220348.10 4802 TACOMA MALL BOULEVARD TACOMA, WA 98409 CONTACT: MATT LEWIS (888) 627-0013 GARRETTE CUSTOM HOMES, INC THE RESERVE AT PALISADES A PORTION OF SECTION 25, TWN. 17N, RGE 01E, W.M, CITY OF YELM, THURSTON COUNTY, WASHINGTON. THE RESERVE AT PALISADES DATE: April 29, 2025 FILENAME: Q:\2022\2220348\10_CIV\CAD\_Site Development\2220348-SH-WATR-ROAD B.dwg C7.3 28 PALISADES ST SE WATER PLAN AND PROFILE PALISADES ST SE PROFILE SCALE: H;1"=50', V:1"=5' 05/01/2025 1 2 3 4 TEL www.ahbl.comWEBTELwww.ahbl.comWEBTELwww.ahbl.comWEB 2215 North 30th Street, Suite 300 Tacoma, WA 98403 253.383.2422TEL www.ahbl.comWEB TACOMA SEATTLE SPOKANE TRI-CITIES Know what's below. before you dig.Call R 253.383.2572 FAX 37 MW/SKMH/ABMH 4/29/2025 PERMIT SET 2220348.10 4802 TACOMA MALL BOULEVARD TACOMA, WA 98409 CONTACT: MATT LEWIS (888) 627-0013 GARRETTE CUSTOM HOMES, INC THE RESERVE AT PALISADES A PORTION OF SECTION 25, TWN. 17N, RGE 01E, W.M, CITY OF YELM, THURSTON COUNTY, WASHINGTON. THE RESERVE AT PALISADES DATE: April 29, 2025 FILENAME: Q:\2022\2220348\10_CIV\CAD\_Site Development\2220348-SH-WATR-ROAD B.dwg C7.4 29 WATER DETAILS 1.ALL WORKMANSHIP AND MATERIAL SHALL BE IN ACCORDANCE WITH CITY OF YELM STANDARDS AND THE MOST CURRENT COPY OF THE STATE OF WASHINGTON STANDARD 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 ARRANGE FOR A PRECONSTRUCTION MEETING TO BE ATTENDED BY ALL MAJOR CONTRACTORS, REPRESENTATIVES OF INVOLVED UTILITIES, AND THE CITY OF YELM. THE CONTRACTOR IS RESPONSIBLE TO HAVE A SET OF APPROVED PLANS AT THE MEETING. 3.WATER MAINS SHALL MEET THE FOLLOWING SPECIFICATIONS: 3.1.POLYVINYL CHLORIDE (PVC) PIPE (UNDER 4 INCHES): PIPE MATERIAL SHALL BE PVC 1120, PVC 1220, OR PVC 2120, AND HAVE MINIMUM WALL THICKNESS EQUAL TO OR LESS THAN THE STANDARD DIMENSION RATIO (SDR) OF 21, AND MEET THE REQUIREMENTS OF WSDOT STANDARD SPECIFICATIONS SECTION 9-30.1(5)B. 3.2.POLYVINYL CHLORIDE (PVC) PIPE (4 THROUGH 12 INCHES): SHALL MEET THE REQUIREMENTS OF AWWA C900, CLASS 150 WALL THICKNESS EQUAL TO OR GREATER THAN THE SDR OF 18, AND MEET THE REQUIREMENTS OF WSDOT STANDARD SPECIFICATIONS SECTION 9-30.1(5)A. 3.3.POLYVINYL CHLORIDE (PVC) PIPE (14 THROUGH 20 INCHES): SHALL MEET THE REQUIREMENTS OF AWWA C905 WALL THICKNESS EQUAL TO OR GREATER THAN THE SDR OF 18. 3.4.DUCTILE IRON PIPE (DIP): DIP SHALL CONFORM TO AWWA C151 CLASS 50 OR GREATER, AND SHALL BE 1/16-INCH CEMENT LINED AND SEALED IN ACCORDANCE WITH ANSI/AWWA C104/A21.4-90, AND MEET THE REQUIREMENTS OF WSDOT STANDARD SPECIFICATIONS SECTION 9- 30.2.(1). SIX-INCH FIRE HYDRANT SPOOLS SHALL BE CLASS 52. 4.GATE VALVES SHALL BE RESILIENT WEDGE, NRS (NON RISING STEM) WITH O-RINGS SEALS. VALVE ENDS SHALL BE MECHANICAL JOINT OR ANSI FLANGES. VALVES SHALL CONFORM TO AWWA 509-80. VALVES SHALL BE MUELLER, M & H, KENNEDY, CLOW R/W OR WATEROUS SERIES 500. EXISTING VALVES TO BE OPERATED BY CITY EMPLOYEES ONLY. 5.HYDRANTS SHALL BE M & H RELIANT STYLE 929, MUELLER CENTURION, OR CLOW MEDALLION OR AVK. HYDRANTS SHALL BE BAGGED UNTIL SYSTEM IS APPROVED. FIRE FLOW TESTING SHALL BE CONDUCTED PRIOR TO ACCEPTANCE. 6.ALL LINES SHALL BE CHLORINATED AND TESTED IN CONFORMANCE WITH THE ABOVE REFERENCED SPECIFICATION (NOTE 1). 7.ALL PIPE AND SERVICES SHALL BE INSTALLED WITH CONTINUOUS TRACER TAPE INSTALLED 12" TO 18" UNDER THE FINAL GROUND SURFACE. THE MARKER SHALL BE PLASTIC NON-BIODEGRADABLE, METAL CORE OR BACKING MARKED WATER 2-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 AND TIED OFF AT VALVE BODY. ALL WIRE CONNECTIONS SHALL USE WIRE NUTS AND A DBR SPLICE KIT, MANUFACTURED BY 3-M OR APPROVED EQUAL. ALL LOCATOR WIRE FOR SERVICE 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 AN ENGINEERING OR SURVEYING FIRM CAPABLE OF PERFORMING SUCH WORK. 10.ALL SERVICE LINE LOCATIONS SHALL BE MARKED ON THE FACE OF THE CURB WITH AN EMBOSSED "W" 1/4 INCH INTO CONCRETE. 11.CALL UNDERGROUND LOCATE AT 1-800-424-5555 A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATIONS. 12.THE CITY WILL BE GIVEN 72 HOURS NOTICE PRIOR TO SCHEDULING A SHUTDOWN. WHERE CONNECTIONS REQUIRE "FIELD VERIFICATION", CONNECTION POINTS WILL BE EXPOSED BY CONTRACTOR AND FITTINGS VERIFIED 48 HOURS PRIOR TO DISTRIBUTING 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 TO CONNECTION. IF AN EXISTING VALVE FAILS TO PASS THE TEST, THE CONTRACTOR SHALL MAKE THE NECESSARY PROVISIONS TO TEST THE NEW LINE PRIOR TO CONNECTION TO THE EXISTING SYSTEM OR INSTALL A NEW VALVE. 14.AFTER COMPLETION OF ALL ITEMS SHOWN ON THESE PLANS AND BEFORE ACCEPTANCE OF THE PROJECT, THE CONTRACTOR SHALL OBTAIN A “PUNCH LIST” PREPARED BY THE CITY’S INSPECTOR DETAILING REMAINING ITEMS OF WORK TO BE COMPLETED. ALL ITEMS OF WORK SHOWN ON THESE PLANS SHALL BE COMPLETED TO THE SATISFACTION OF THE CITY PRIOR TO ACCEPTANCE OF THE WATER SYSTEM AND PROVISION OF WATER SERVICE. 15.A COPY OF THESE APPROVED PLANS AND APPLICABLE CITY DEVELOPER SPECIFICATIONS AND DETAILS SHALL BE ONSITE DURING CONSTRUCTION. 16.ANY REVISIONS MADE TO THESE PLANS MUST BE REVIEWED BY THE DEVELOPER’S ENGINEER AND THE CITY OF YELM PRIOR TO ANY IMPLEMENTATION IN THE FIELD. THE CITY SHALL NOT BE RESPONSIBLE FOR ANY ERRORS AND/OR OMISSIONS ON THESE PLANS. GENERAL NOTES (WATER MAIN INSTALLATION) 05/01/2025 1 2 3 4 TEL www.ahbl.comWEBTELwww.ahbl.comWEBTELwww.ahbl.comWEB 2215 North 30th Street, Suite 300 Tacoma, WA 98403 253.383.2422TEL www.ahbl.comWEB TACOMA SEATTLE SPOKANE TRI-CITIES Know what's below. before you dig.Call R 253.383.2572 FAX 37 MW/SKMH/ABMH 4/29/2025 PERMIT SET 2220348.10 4802 TACOMA MALL BOULEVARD TACOMA, WA 98409 CONTACT: MATT LEWIS (888) 627-0013 GARRETTE CUSTOM HOMES, INC THE RESERVE AT PALISADES A PORTION OF SECTION 25, TWN. 17N, RGE 01E, W.M, CITY OF YELM, THURSTON COUNTY, WASHINGTON. THE RESERVE AT PALISADES DATE: April 29, 2025 FILENAME: Q:\2022\2220348\10_CIV\CAD\_Site Development\2220348-SH-WATR-ROAD B.dwg C7.5 30 WATER DETAILS 05/01/2025 s s s s s s s s s s s ss ss s s s s s s s s s ss ss s s ss s s sss s 40 0 41 0 39 2 39 4 39 6 39 8 40 2 40 4 406 406 40 6 40 8 41 2 412 412 41 4 41 6 422 420 416 41 8 422 380 39 040 041 0 378 382 384 386 38 839 2 39 4 39 6 39 840 2 40 4 40 6 40 841 241 4416 38 2 38 4 38 6 38 8 394 396 3 9 4 396 40 0 39 8 398 40 4 40 6 41 0 40 8 41 2 4 1 4 41 4 41 4 416 416 41 6 41 8 420 420 416 41 6 41 6 41 8 410 404406 4 0 8 412414 ROAD A PA L I S A D E S 38 0 3 7 2 3 7 4 3 7 6 3 7 8 38 2 38 4 38 638 8 38 0 37 2 3 7 2 37 2 37 4 37 6 37 8 38 2 RO A D A TRACT A R25.00' 26.00' ACCESS AND UTILITY EASEMENT WF12 SSF 8 SSF 17 SSF 1 SSF 2 SSF 18 SSFM -P1 SSFM -P5 SSFM -P6 SS F M - P 1 7 SSFM -P2 14 3 SSFM -P31+ 0 0 2+ 0 0 3+ 0 0 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00 1 5 + 0 0 16 + 0 0 SSFM -P14 SSFM -P15 SSF 4 SS F M - P 1 6 SSF 6 SS F M - P 1 6 SSFM -P4 TRACT A 14 3 36 11 TRACT D 6 7 8 9 10 16151213 24 TRACT C 33 232728 26 17 18 19 30 TRACT B 35 22 5 4 1 2 ROW 37 38 LOTS 38 AND 39 LOTS 1 AND 2 LOTS 36 AND 37 LOTS 3 AND 4 LOT 6 LOTS 7 AND 8 LOTS 34 AND 35 LOT 29 LOTS 32 AND 33 LOT 26 LOTS 9 AND 10 LOT 25 LOTS 23 AND 24 LOTS 13 AND 14 LOT 22 LOTS 20 AND 21 LOTS 18 AND 19 LOT 17 LOTS 30 AND 31 LOTS 27 AND 28 LOTS 11 AND 12 LOTS 15 AND 16 18 19 SSF 3 SSF 5 SSF 7 2934 25 2021 3132 SSF 9 373 375 380 385 390 395 400 405 410 415 420 425 373 375 380 385 390 395 400 405 410 415 420 425 PROPOSED GRADE ELEVATION AT ROAD CENTERLINEEXISTING GRADE ELEVATION AT ROAD CENTERLINE EXISTING GRADE AT ROAD CENTERLINE PROPOSED GRADE AT ROAD CENTERLINE 7+00 FG 4 1 8 . 8 2 FG 4 1 8 . 3 2 7+50 FG 4 1 7 . 8 3 FG 4 1 7 . 3 3 8+00 FG 4 1 6 . 8 3 FG 4 1 6 . 3 3 8+50 FG 4 1 5 . 8 3 FG 4 1 5 . 3 3 9+00 FG 4 1 4 . 8 1 FG 4 1 4 . 0 5 9+50 FG 4 1 3 . 0 0 FG 4 1 1 . 7 5 10+00 FG 4 1 0 . 5 0 FG 4 0 9 . 2 5 10+50 FG 4 0 8 . 0 0 FG 4 0 6 . 7 5 11+00 FG 4 0 5 . 5 0 FG 4 0 4 . 2 5 11+50 FG 4 0 3 . 0 0 FG 4 0 1 . 7 5 12+00 FG 4 0 0 . 5 0 FG 3 9 9 . 2 5 12+50 FG 3 9 8 . 0 0 FG 3 9 6 . 7 5 13+00 FG 3 9 5 . 5 0 FG 3 9 4 . 2 5 13+50 FG 3 9 3 . 0 0 FG 3 9 1 . 7 5 14+00 FG 3 9 0 . 5 0 FG 3 8 9 . 2 5 14+50 FG 3 8 8 . 0 0 FG 3 8 6 . 7 5 15+00 FG 3 8 5 . 5 0 2.00% 5.0 0 % PVI: 414.43 PVI STA: 9+21.06 K: 20.91 A.D.: 3.00% 63' VC BV C S : 8 + 8 9 . 6 6 BV C E : 4 1 5 . 0 3 EV C S : 9 + 5 2 . 4 5 EV C E : 4 1 2 . 8 8 PROPOSED 12" STORM PROPO S E D W A T E R SSFM -P1 SSF 2 SSFM -P2 SSF 8 SSFM -P5 SSF 4 SSFM -P3 SSF 6 SSFM -P4 1.SEE CITY OF YELM DWG. NO. 5-1 ON SHEET C8.4 FOR 1" SINGLE SERVICE CONNECTION. 2.SEE CITY OF YELM DWG. NO. 5-2 ON SHEET C8.4 FOR 2" DOUBLE SERVICE CONNECTION. SEWER STUB NOTES SEWER STEP MAIN SIZING ROAD A SE (STA: 7+00 TO STA: 17+73) NUMBER OF PUMP CORES CONNECTED:39 MAX. PUMP CORES RUNNING SIMULTANEOUSLY (TABLE 3):6 PROPOSED STEP MAIN SIZE:2" FLOW VELOCITY (TABLE 5):5.84 fps FRICTION HEAD LOSS (TABLE 5):5.57 FT/100FT *FORCE MAIN DESIGN PERFORMED USING RECOMMENDATIONS IN THE 'DESIGN HANDBOOK FOR LOW PRESSURE SEWER SYSTEMS' PREPARED BY ENVIRONMENT ONE. SEWER FORCEMAIN FITTING TABLE NAME SSF 1 SSF 2 SSF 3 SSF 4 SSF 5 SSF 6 SSF 7 SSF 8 STRUCTURE INFORMATION 1-2" TEE (MJ) 1-2" GATE VALVE (MJ) THRUST BLOCK 1-2" TEE (MJ) 1-2" GATE VALVE (MJ) THRUST BLOCK END OF FORCE MAIN PROVIDE END OF LINE CLEANOUT PER YELM DW 5-20 ON SHEET 1-2" TEE (MJ) 1-2" GATE VALVE (MJ) THRUST BLOCK END OF FORCE MAIN PROVIDE END OF LINE CLEANOUT PER YELM DW 5-20 ON SHEET 1-2" TEE (MJ) 1-2" GATE VALVE (MJ) THRUST BLOCK END OF FORCE MAIN PROVIDE END OF LINE CLEANOUT PER YELM DW 5-20 ON SHEET 1-2" 45° BEND (MJ) THRUST BLOCK ALIGNMENT STATION, OFFSET PALISADES (MON CL) STA:1+27.25, 7.81' RT ROAD A (MON CL) STA:9+52.25, -7.25' LT ROAD A (MON CL) STA:9+52.20, 155.32' RT ROAD A (MON CL) STA:11+60.98, -7.25' LT ROAD A (MON CL) STA:11+61.26, 149.67' RT SSFM - MAINLINE STA:6+27.64, 0.00' ROAD A (MON CL) STA:13+20.41, 169.16' RT ROAD A (MON CL) STA:14+84.36, -17.03' LT PIPE TABLE NAME SSFM -P1 SSFM -P2 SSFM -P3 SSFM -P4 SSFM -P5 SSFM -P14 SSFM -P15 SSFM -P16 SIZE 2" 2" 2" 2" 2" 2" 2" 2" LENGTH 258 LF 208 LF 158 LF 171 LF 33 LF 162 LF 156 LF 176 LF MATERIAL PVC SDR-21 PVC SDR-21 PVC SDR-21 PVC SDR-21 PVC SDR-21 PVC SDR-21 PVC SDR-21 PVC SDR-21 SEWER STUB TABLE STUB NAME LOT 5 LOT 6 LOT 17 LOT 22 LOT 25 LOT 26 LOT 29 LOTS 1 AND 2 LOTS 3 AND 4 LOTS 7 AND 8 LOTS 9 AND 10 LOTS 11 AND 12 LOTS 13 AND 14 LOTS 15 AND 16 LOTS 18 AND 19 LOTS 20 AND 21 LOTS 23 AND 24 LOTS 27 AND 28 LOTS 30 AND 31 LOTS 32 AND 33 LOTS 34 AND 35 LOTS 36 AND 37 LOTS 38 AND 39 STUB INFORMATION STA: 0+09.57, 22.43' RT 1" SINGLE SERVICE STA: 1+09.78, 33.91' LT 1" SINGLE SERVICE STA: 13+48.77, 33.54' RT 1" SINGLE SERVICE STA: 13+11.89, 136.99' RT 1" SINGLE SERVICE STA: 11+85.11, 147.40' RT 1" SINGLE SERVICE STA: 11+47.64, 147.66' RT 1" SINGLE SERVICE STA: 9+82.08, 22.72' RT 1" SINGLE SERVICE STA: 2+45.14, 19.77' RT 2" DUAL SERVICE STA: 1+20.26, 22.79' RT 2" DUAL SERVICE STA: 8+60.89, 22.32' LT 2" DUAL SERVICE STA: 9+90.89, 22.25' LT 2" DUAL SERVICE STA: 11+20.89, 22.32' LT 2" DUAL SERVICE STA: 12+50.89, 22.32' LT 2" DUAL SERVICE STA: 13+80.89, 22.32' LT 2" DUAL SERVICE STA: 13+48.77, 145.11' RT 2" DUAL SERVICE STA: 16+68.73, 178.19' RT 2" DUAL SERVICE STA: 12+48.09, 22.68' RT 2" DUAL SERVICE STA: 10+99.16, 22.75' RT 2" DUAL SERVICE STA: 9+80.36, 162.98' RT 2" DUAL SERVICE STA: 9+43.96, 162.77' RT 2" DUAL SERVICE STA: 8+85.09, 22.68' RT 2" DUAL SERVICE STA: 2+27.60, 23.40' LT 2" DUAL SERVICE STA: 3+43.96, 22.86' LT 2" DUAL SERVICE ROAD NAME PALISADES (MON CL) PALISADES (MON CL) ROAD A (MON CL) ROAD A (MON CL) ROAD A (MON CL) ROAD A (MON CL) ROAD A (MON CL) PALISADES (MON CL) PALISADES (MON CL) ROAD A (MON CL) ROAD A (MON CL) ROAD A (MON CL) ROAD A (MON CL) ROAD A (MON CL) ROAD A (MON CL) ROAD A (MON CL) ROAD A (MON CL) ROAD A (MON CL) ROAD A (MON CL) ROAD A (MON CL) ROAD A (MON CL) PALISADES (MON CL) PALISADES (MON CL) N GRAPHIC SCALE 0 50 100 1" = 50 FEET 25 1 2 3 4 TEL www.ahbl.comWEBTELwww.ahbl.comWEBTELwww.ahbl.comWEB 2215 North 30th Street, Suite 300 Tacoma, WA 98403 253.383.2422TEL www.ahbl.comWEB TACOMA SEATTLE SPOKANE TRI-CITIES Know what's below. before you dig.Call R 253.383.2572 FAX 37 MW/SKMH/ABMH 4/29/2025 PERMIT SET 2220348.10 4802 TACOMA MALL BOULEVARD TACOMA, WA 98409 CONTACT: MATT LEWIS (888) 627-0013 GARRETTE CUSTOM HOMES, INC THE RESERVE AT PALISADES A PORTION OF SECTION 25, TWN. 17N, RGE 01E, W.M, CITY OF YELM, THURSTON COUNTY, WASHINGTON. THE RESERVE AT PALISADES DATE: April 29, 2025 FILENAME: Q:\2022\2220348\10_CIV\CAD\_Site Development\2220348-SH-SSWR-STEP-ROAD A.dwg C8.1 31 ROAD A STEP PLAN AND PROFILE ROAD A PROFILE SCALE: H;1"=50', V:1"=5' MAT C H L I N E S E E S H E E T C7.2 05/01/2025 s s 38 0 390 3 7 6 3 7 8 38 2 3 8 4 3 8 6 388 390 382 384 386 388 392 394 39 4 39 6 36 0 370 35 4 35 6 35 8 36 2 36 4 366 366 36 6 368 372 374 376 378 380 37237237237 437637 8382 ROAD A SSF 11 SSFM -P6 SSF 10 SSFM -P7 18+02 14 + 0 0 15+ 0 0 16+00 17+00 18+00 TRACT D 17 18 19 20 SSF 9 355 360 365 370 375 380 385 390 395 355 360 365 370 375 380 385 390 395 15+00 FG 3 8 5 . 5 0 FG 3 8 4 . 2 5 15+50 FG 3 8 3 . 0 0 FG 3 8 1 . 7 5 16+00 FG 3 8 0 . 5 0 FG 3 7 9 . 2 5 16+50 FG 3 7 8 . 0 7 FG 3 7 7 . 2 8 17+00 FG 3 7 6 . 7 3 FG 3 7 6 . 4 1 17+50 FG 3 7 6 . 3 2 FG 3 7 6 . 4 6 17+95.86 FG 2.00% PVI: 375.79 PVI STA: 17+09.99 K: 27.00 A.D.: 4.82% 130' VC BV C S : 1 6 + 4 4 . 9 9 BV C E : 3 7 8 . 2 5 EV C S : 1 7 + 7 4 . 9 9 EV C E : 3 7 6 . 4 6 PT 15 + 3 2 . 2 2 EL E V = 3 8 3 . 8 9 PR O P O S E D W A T E R PR O P O S E D S S F M SSF 11 SSFM -P7 SSF 10 SSFM -P6 PROP O S E D S T O R M EXISTING ELEVATION AT ROAD CENTERLINE EXISTING ELEVATION AT ROAD CENTERLINE SSF 9 1.SEE CITY OF YELM DWG. NO. 5-1 ON SHEET C8.4 FOR 1" SINGLE SERVICE CONNECTION. 2.SEE CITY OF YELM DWG. NO. 5-2 ON SHEET C8.4 FOR 2" DOUBLE SERVICE CONNECTION. SEWER STUB NOTES SEWER FITTING TABLE NAME SSF 9 SSF 10 SSF 11 SSF 12 SSF 13 SSF 14 SSF 15 STRUCTURE INFORMATION 1-2" 45° BEND (MJ) THRUST BLOCK 1-2" 45° BEND (MJ) THRUST BLOCK 1-2" 45° BEND (MJ) THRUST BLOCK 1-2" 11.25° BEND (MJ) THRUST BLOCK 1-2" 45° BEND (MJ) THRUST BLOCK 1-2" 45° BEND (MJ) THRUST BLOCK CONNECT TO EXISTING 6" SEWER MAIN 1-6"x4" TEE (MJ) 1 - 4" GATE VALVE (MJ) THRUST BLOCK ALIGNMENT STATION, OFFSET ROAD A (MON CL) STA:15+10.41, -17.07' LT ROAD A (MON CL) STA:17+39.05, -7.22' LT ROAD A (MON CL) STA:17+58.12, -26.46' LT ROAD A (MON CL) STA:17+57.82, -191.42' LT ROAD A (MON CL) STA:17+71.73, -205.40' LT ROAD A (MON CL) STA:17+71.70, -217.70' LT ROAD A (MON CL) STA:17+03.52, -285.52' LT PIPE TABLE NAME SSFM -P5 SSFM -P6 SSFM -P7 SSFM -P8 SSFM -P9 SSFM -P10 SSFM -P11 SIZE 2" 2" 2" 2" 2" 2" 2" LENGTH 33 LF 235 LF 27 LF 164 LF 19 LF 11 LF 95 LF MATERIAL PVC SDR-21 PVC SDR-21 PVC SDR-21 PVC SDR-21 PVC SDR-21 PVC SDR-21 PVC SDR-21 376 378 39 0 38 4 38 6 38 8 39 2 36 0 35 8 36 236 4 37 2 3 7 2 37 2 37 4 37 6 RO A D A 18+02 17 + 0 0 18 + 0 0 36 0 35 4 354 35 6 356 35 8 358 36 236 4 360 354 356 358 3 5 6 3 5 8 SSF 12 SSF 14 SSF 15 SSFM -P8 SSFM -P9 SSFM -P11 TRACT E SSF 13 SSFM -P10 350 355 360 365 370 375 380 385 350 355 360 365 370 375 380 385 9+00 FG 3 8 2 . 0 4 FG 3 8 0 . 7 9 9+50 FG 3 7 9 . 5 4 FG 3 7 8 . 2 9 10+00 FG 3 7 7 . 0 9 FG 3 7 6 . 1 9 10+50 FG 3 7 5 . 7 1 FG 3 7 5 . 5 2 11+00 FG FG 11+50 FG FG 12+00 FG FG 12+50 FG FG 13+00 FG FG 3 6 1 . 3 2 13+50 FG FG 14+00 FG SSF 10 SSFM -P7 SSF 11 SSF 12 SSF 14 SSF 15 EXISTING ELEVATION ABOVE SEWERMAIN PROPOSED ELEVATION ABOVE SEWERMAIN EXISTING ELEVATION ABOVE SEWERMAIN PROPOSED ELEVATION ABOVE SEWERMAIN SSFM -P8 SSFM -P9 SSFM -P11 SSF 13 SSFM -P10 SEWER STUB NOTES SEWER STEP MAIN SIZING ROAD A SE (STA: 7+00 TO STA: 17+73) NUMBER OF PUMP CORES CONNECTED:39 MAX. PUMP CORES RUNNING SIMULTANEOUSLY (TABLE 3):6 PROPOSED STEP MAIN SIZE:2" FLOW VELOCITY (TABLE 5):5.84 fps FRICTION HEAD LOSS (TABLE 5):5.57 FT/100FT *FORCE MAIN DESIGN PERFORMED USING RECOMMENDATIONS IN THE 'DESIGN HANDBOOK FOR LOW PRESSURE SEWER SYSTEMS' PREPARED BY ENVIRONMENT ONE. N GRAPHIC SCALE 0 50 100 1" = 50 FEET 25 1 2 3 4 TEL www.ahbl.comWEBTELwww.ahbl.comWEBTELwww.ahbl.comWEB 2215 North 30th Street, Suite 300 Tacoma, WA 98403 253.383.2422TEL www.ahbl.comWEB TACOMA SEATTLE SPOKANE TRI-CITIES Know what's below. before you dig.Call R 253.383.2572 FAX 37 MW/SKMH/ABMH 4/29/2025 PERMIT SET 2220348.10 4802 TACOMA MALL BOULEVARD TACOMA, WA 98409 CONTACT: MATT LEWIS (888) 627-0013 GARRETTE CUSTOM HOMES, INC THE RESERVE AT PALISADES A PORTION OF SECTION 25, TWN. 17N, RGE 01E, W.M, CITY OF YELM, THURSTON COUNTY, WASHINGTON. THE RESERVE AT PALISADES DATE: April 29, 2025 FILENAME: Q:\2022\2220348\10_CIV\CAD\_Site Development\2220348-SH-SSWR-STEP-ROAD A.dwg C8.2 32 ROAD A STEP PLAN AND PROFILE ROAD A PROFILE SCALE: H;1"=50', V:1"=5' M A T C H L I N E S E E S H E E T C 8 . 1 N GRAPHIC SCALE 0 50 100 1" = 50 FEET 25 MATCHLINE SEE THIS SHEET MA T C H L I N E S E E T H I S S H E E T PALISADES SEWER MAIN PROFILE SCALE: H;1"=50', V:1"=5' 05/01/2025 s s ss s s ss s s s s 56.00' 30.50' 416 42 2 4 2 0 4 1 4 4 1 6 4 1 8 422 4 1 6 41 8 42041 8 422 42 0 41 2 41 4 41 6 41 8 422 41 0 41 2 41 4 41 6 RO A D A PALISADES ST SE PALISADES ST SE 3 TRACT A 4+04 0+00 1+00 2+00 3+00 4+00 7+ 0 0 8+ 0 0 SSFM -P13 SSFM -P12 SSF 16 SSF 1 SSF 17 SSFM -P14 SSF 18 LOT 6 LOTS 36 AND 37 LOTS 38 AND 39 LOTS 1 AND 2 LOTS 3 AND 4 LOT 5 405 410 415 420 425 430 435 405 410 415 420 425 430 435 PROPOSED GRADE ELEVATION AT ROAD CENTERLINE EXISTING GRADE ELEVATION AT ROAD CENTERLINE 0+00 FG FG 4 1 4 . 1 3 0+50 FG 4 1 5 . 3 8 FG 4 1 6 . 5 6 1+00 FG 4 1 7 . 6 0 FG 4 1 8 . 4 8 1+50 FG 4 1 9 . 2 1 FG 4 1 9 . 8 0 2+00 FG 4 2 0 . 3 0 FG 4 2 0 . 8 0 2+50 FG 4 2 1 . 3 0 FG 4 2 1 . 8 0 3+00 FG 4 2 2 . 3 0 FG 4 2 2 . 5 9 3+50 FG 4 2 2 . 5 3 FG 4 2 2 . 2 8 4+00 FG 4 2 2 . 0 3 EXISTING GRADE AT ROAD CENTERLINE PROPOSED GRADE AT ROAD CENTERLINE 1.00% 2.00% 5.00% PVI: 418.68 PVI STA: 1+17.11 K: 42.12 A.D.: 2.97% 125' VC BV C S : 0 + 5 4 . 6 1 BV C E : 4 1 5 . 6 1 EV C S : 1 + 7 9 . 6 1 EV C E : 4 1 9 . 8 9 PVI: 422.78 PVI STA: 3+25.50 K: 17.44 A.D.: 2.87% 50' VC BV C S : 3 + 0 0 . 5 0 BV C E : 4 2 2 . 3 1 EV C S : 3 + 5 0 . 5 0 EV C E : 4 2 2 . 5 2 110LF 2" PVC SDR-21 SSF 17 SSF 18 SSF 1 SSF 16 118LF 2" PVC SDR-21 105LF 2" PVC SDR-21 SEWER STUB NOTES SEWER STEP MAIN SIZING PALISADES ST SE (STA: 0+00 TO STA: 4+00) NUMBER OF PUMP CORES CONNECTED:8 MAX. PUMP CORES RUNNING SIMULTANEOUSLY (TABLE 3):3 PROPOSED STEP MAIN SIZE:2" FLOW VELOCITY (TABLE 5):2.92 fps FRICTION HEAD LOSS (TABLE 5):1.54 FT/100FT *FORCE MAIN DESIGN PERFORMED USING RECOMMENDATIONS IN THE 'DESIGN HANDBOOK FOR LOW PRESSURE SEWER SYSTEMS' PREPARED BY ENVIRONMENT ONE. SEWER STUB TABLE STUB NAME LOT 5 LOT 6 LOTS 1 AND 2 LOTS 3 AND 4 LOTS 7 AND 8 LOTS 36 AND 37 LOTS 38 AND 39 STUB INFORMATION STA: 0+09.57, 22.43' RT 1" SINGLE SERVICE STA: 7+34.25, 24.72' LT 1" SINGLE SERVICE STA: 2+45.14, 19.77' RT 2" DUAL SERVICE STA: 1+20.26, 22.79' RT 2" DUAL SERVICE STA: 8+60.89, 22.32' LT 2" DUAL SERVICE STA: 2+27.60, 23.40' LT 2" DUAL SERVICE STA: 3+43.96, 22.86' LT 2" DUAL SERVICE ROAD NAME PALISADES (MON CL) ROAD A (MON CL) PALISADES (MON CL) PALISADES (MON CL) ROAD A (MON CL) PALISADES (MON CL) PALISADES (MON CL) WATER FITTING TABLE NAME SSF 1 SSF 16 SSF 17 SSF 18 STRUCTURE INFORMATION 1-2" TEE (MJ) 1-2" GATE VALVE (MJ) THRUST BLOCK END OF FORCE MAIN PROVIDE END OF LINE CLEANOUT PER YELM DW 5-20 ON SHEET 1-2" 11.25° BEND (MJ) THRUST BLOCK END OF FORCE MAIN PROVIDE END OF LINE CLEANOUT PER YELM DW 5-20 ON SHEET ALIGNMENT STATION, OFFSET PALISADES (MON CL) STA:1+27.25, 7.81' RT PALISADES (MON CL) STA:0+08.18, 7.52' RT PALISADES (MON CL) STA:2+34.16, 5.96' RT PALISADES (MON CL) STA:3+44.21, 14.17' RT PIPE TABLE NAME SSFM -P13 SSFM -P12 SSFM -P14 SIZE 2" 2" 2" LENGTH 105 LF 118 LF 110 LF MATERIAL PVC SDR-21 PVC SDR-21 PVC SDR-21 N GRAPHIC SCALE 0 50 100 1" = 50 FEET 25 1 2 3 4 TEL www.ahbl.comWEBTELwww.ahbl.comWEBTELwww.ahbl.comWEB 2215 North 30th Street, Suite 300 Tacoma, WA 98403 253.383.2422TEL www.ahbl.comWEB TACOMA SEATTLE SPOKANE TRI-CITIES Know what's below. before you dig.Call R 253.383.2572 FAX 37 MW/SKMH/ABMH 4/29/2025 PERMIT SET 2220348.10 4802 TACOMA MALL BOULEVARD TACOMA, WA 98409 CONTACT: MATT LEWIS (888) 627-0013 GARRETTE CUSTOM HOMES, INC THE RESERVE AT PALISADES A PORTION OF SECTION 25, TWN. 17N, RGE 01E, W.M, CITY OF YELM, THURSTON COUNTY, WASHINGTON. THE RESERVE AT PALISADES DATE: April 24, 2025 FILENAME: Q:\2022\2220348\10_CIV\CAD\_Site Development\2220348-SH-SSWR-STEP-ROAD B.dwg C8.3 33 PALISADES ST SE STEP PLAN AND PROFILE PALISADES ST SE PROFILE SCALE: H;1"=50', V:1"=5' 05/01/2025 ss 4 0 0 3 9 6 3 9 8 40 2 12+00 13+00 24 23 15.00' FRONT SETBACK SEWER CLEANOUT MIN 2.5' FROM STRUCTURE 5.00' MIN. 5.00' MIN, 2.00' MIN. 2" SERVICE LINE 5.00' MIN. 5.00' MIN. 5.00' SIDE SETBACK (TYP.) SEWER CLEANOUT MIN 2.5' FROM STRUCTURE 1,500 GAL. CONCRETE STEP TANK. SEE YELM DWG 5-9 ON SHEET C8.6 PRELOS 1,500 GAL. STEP TANK (8' DIA.), SEE CUT SHEET C8.5 AND BEDDING DETAIL C8.6 2.00' MIN. TYPICAL DOUBLE SERVICE VALVE BOX CONNECTION 6.00' LANDSCAPE BUFFER 5.00' SIDEWALK 10.00' UTILITY EASEMENT 2.00' PRIVATE ROOF DRAIN EASEMENT 1" SERVICE LINES 24 23 1 2 3 4 TEL www.ahbl.comWEBTELwww.ahbl.comWEBTELwww.ahbl.comWEB 2215 North 30th Street, Suite 300 Tacoma, WA 98403 253.383.2422TEL www.ahbl.comWEB TACOMA SEATTLE SPOKANE TRI-CITIES Know what's below. before you dig.Call R 253.383.2572 FAX 37 MW/SKMH/ABMH 4/29/2025 PERMIT SET 2220348.10 4802 TACOMA MALL BOULEVARD TACOMA, WA 98409 CONTACT: MATT LEWIS (888) 627-0013 GARRETTE CUSTOM HOMES, INC THE RESERVE AT PALISADES A PORTION OF SECTION 25, TWN. 17N, RGE 01E, W.M, CITY OF YELM, THURSTON COUNTY, WASHINGTON. THE RESERVE AT PALISADES DATE: April 24, 2025 FILENAME: Q:\2022\2220348\10_CIV\CAD\_Site Development\2220348-SH-SSWR-STEP-ROAD B.dwg C8.4 34 SEWER DETAILS NOTES: 1.THIS TYPICAL STEP LOCATION PLAN IS CONCEPTUAL ONLY. ACTUAL LOCATIONS AND SIZES OF SEPTIC TANKS MAY VARY. 2.STEP PIPELINES CONSTRUCTED AND SIZED WITHIN PRIVATE DEVELOPMENTS AND PUBLIC RIGHT-OF-WAY SHALL CONFORM TO THE CITY OF YELM SEWER COMPREHENSIVE PLAN AND THE DOE DESIGN MANUAL. 3.IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE LOCATION AND THE ELEVATION OF ALL EXISTING SEWER LINES PRIOR TO INSTALLING THE INDIVIDUAL TANK. STEP TANKS SHALL BE LOCATED IN FRONT OF BUILDING UNLESS OTHERWISE APPROVED BY THE CITY OF YELM. 4.IT IS ANTICIPATED THAT EXISTING UTILITY LINES WILL BE ENCOUNTERED DURING INSTALLATION OF THE STEP TANK AND APPURTENANCES. PRIOR TO STARTING CONSTRUCTION THE CONTRACTOR WILL NOTIFY THE PROPER UTILITY FOR UNDERGROUND LOCATIONS AND ALSO CONTACT THE PROPERTY OWNER TO DETERMINE LOCATION OF FOUNDATION DRAINS, ELECTRICAL LINES, ETC. CONCEPTUAL SEWER TANK AND SERVICE LAYOUT N 05/01/2025 1 2 3 4 TEL www.ahbl.comWEBTELwww.ahbl.comWEBTELwww.ahbl.comWEB 2215 North 30th Street, Suite 300 Tacoma, WA 98403 253.383.2422TEL www.ahbl.comWEB TACOMA SEATTLE SPOKANE TRI-CITIES Know what's below. before you dig.Call R 253.383.2572 FAX 37 MW/SKMH/ABMH 4/29/2025 PERMIT SET 2220348.10 4802 TACOMA MALL BOULEVARD TACOMA, WA 98409 CONTACT: MATT LEWIS (888) 627-0013 GARRETTE CUSTOM HOMES, INC THE RESERVE AT PALISADES A PORTION OF SECTION 25, TWN. 17N, RGE 01E, W.M, CITY OF YELM, THURSTON COUNTY, WASHINGTON. THE RESERVE AT PALISADES DATE: April 24, 2025 FILENAME: Q:\2022\2220348\10_CIV\CAD\_Site Development\2220348-SH-SSWR-STEP-ROAD B.dwg C8.5 35 SEWER DETAILS 1.ALL WORKMANSHIP AND MATERIALS SHALL BE IN ACCORDANCE WITH CITY OF YELM STANDARDS AND THE MOST CURRENT COPY OF THE STATE OF WASHINGTON STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION (WSDOT/APWA). 2.ALL APPROVALS AND PERMITS REQUIRED BY THE CITY OF YELM SHALL BE OBTAINED BY THE CONTRACTOR PRIOR TO THE START OF CONSTRUCTION. 3.IF CONSTRUCTION IS TO TAKE PLACE IN THE CITY RIGHT-OF-WAY, THE CONTRACTOR SHALL NOTIFY 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 START OF CONSTRUCTION. 5.THE CITY OF YELM SHALL BE NOTIFIED A MINIMUM OF 48 HOURS IN ADVANCE OF A TAP CONNECTION TO AN EXISTING MAIN. A CITY REPRESENTATIVE SHALL BE PRESENT AT THE TIME OF THE TAP. 6.THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING THE UNDERGROUND LOCATE LINE AT 1-800-424-5555 A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATION. 7.SIDE SEWER SERVICES SHALL BE PVC, ASTM D 3034 SDR 35 WITH FLEXIBLE GASKETED OR SOLVENT 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 PLASTIC NON-BIODEGRADABLE, METAL CORE OR BACKING MARKED "SEWER" WHICH CAN BE DETECTED BY A STANDARD METAL DETECTOR. IN ADDITION, STEP SYSTEMS AND FORCE MAINS SHALL BE INSTALLED WITH 14 GAUGE, HEAVY COATED UF DIRECT BURY COPPER WIRE WRAPPED AROUND ALL 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 TAPE INSTALLED 12 ABOVE THE BURIED POWER. THE MARKER SHALL BE PLASTIC NON-BIODEGRADABLE, METAL CORE BACKING MARKED “POWER”. TAPE SHALL BE FURNISHED BY CONTRACTOR. 10.BEDDING OF THE SEWER MAIN AND ALL APPURTENANCES SHALL BE SAND AND COMPACTION OF THE BACKFILL MATERIAL SHALL BE REQUIRED IN ACCORDANCE WITH THE ABOVE MENTIONED 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 2 INCH MINIMUM ASPHALT CONCRETE COLD MIX. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTENANCE AS REQUIRED. 12.EROSION CONTROL MEASURES SHALL BE TAKEN BY THE CONTRACTOR DURING CONSTRUCTION TO PREVENT INFILTRATION OF EXISTING AND PROPOSED STORM DRAINAGE FACILITIES AND ROADWAYS. 13.PROVIDE TRAFFIC CONTROL PLAN(S) IN ACCORDANCE WITH THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) AS REQUIRED. 14.IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO HAVE A COPY OF THESE APPROVED PLANS ON CONSTRUCTION SITE AT ALL TIMES. 15.ANY CHANGES TO THE DESIGN SHALL FIRST BE REVIEWED AND APPROVED BY THE CITY OF YELM. 16.ALL STEP MAINS SHALL BE HYDROSTATICALLY TESTED IN CONFORMANCE WITH THE ABOVE-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 PRIOR TO PLACING STEP MAIN IN SERVICE. 17.PRIOR TO BACKFILL ALL MAINS AND APPURTENANCES SHALL BE INSPECTED AND APPROVED BY THE CITY OF YELM. APPROVAL SHALL NOT RELIEVE THE CONTRACTOR FOR CORRECTION OF ANY DEFICIENCIES AND/OR FAILURES AS DETERMINED BY SUBSEQUENT TESTING AND INSPECTIONS. IT SHALL BE THE CONTRACTOR’S RESPONSIBILITY TO NOTIFY THE CITY OF YELM FOR THE REQUIRED INSPECTIONS. 18.PUMP CONTROL PANELS SHALL BE LOCATED ON GARAGE WALL OR REMOTE POST, 5- FEET FROM TOP 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 SHOULD REQUIRE A SEPARATE "ON-OFF" SWITCH CONTROLLING POWER TO THE PUMP CONTROL PANEL, SAID SWITCH SHALL HAVE A LOCKING COVER MODEL # 5031-0 RAYNTITE SINGLE GANG WEATHERPROOF COVER 1.406" DIAMETER. 20.INSPECTIONS FOR ONSITE STEP INSTALLATIONS ARE REQUIRED. A 48 HOUR NOTICE TO THE SEWER DEPARTMENT IS REQUIRED PRIOR TO THE INSPECTION. ITEMS NEEDING INSPECTION ARE: 20.1.TANK INSTALLATION, IE; BEDDING AND LOCATION 20.2.TANK INFILTRATION, EXFILTRATION TEST 20.3.S.S. PRESSURE TEST 20.4.SERVICE LINE PRESSURE TEST 20.5.FINAL INSPECTION 21.ALL POSTS USED TO SUPPORT PUMP CONTROL PANELS, MUST BE HOT DIP GALVANIZED UNISTRUT OR APPROVED EQUAL. GENERAL NOTES (SANITARY SEWER MAIN INSTALLATION) 05/01/2025 1 2 3 4 TEL www.ahbl.comWEBTELwww.ahbl.comWEBTELwww.ahbl.comWEB 2215 North 30th Street, Suite 300 Tacoma, WA 98403 253.383.2422TEL www.ahbl.comWEB TACOMA SEATTLE SPOKANE TRI-CITIES Know what's below. before you dig.Call R 253.383.2572 FAX 37 MW/SKMH/ABMH 4/29/2025 PERMIT SET 2220348.10 4802 TACOMA MALL BOULEVARD TACOMA, WA 98409 CONTACT: MATT LEWIS (888) 627-0013 GARRETTE CUSTOM HOMES, INC THE RESERVE AT PALISADES A PORTION OF SECTION 25, TWN. 17N, RGE 01E, W.M, CITY OF YELM, THURSTON COUNTY, WASHINGTON. THE RESERVE AT PALISADES DATE: April 24, 2025 FILENAME: Q:\2022\2220348\10_CIV\CAD\_Site Development\2220348-SH-SSWR-STEP-ROAD B.dwg C8.6 36 SEWER DETAILS 05/01/2025 25+00 26+00 27+00 28+00 29+00 30+00 31+00 32+00 PA L I S A D E S S T S E R O A D A 10 5 T H A V E S E SR 507 STA:25+27.83, 16.16' LT END 10" WATER MAIN 2" BLOW-OFF ASSEMBLY 10" GATE VALVE STA:25+25.54, 24.81' RT 6" END OF LINE CLEANOUT STA:29+49.05, 28.02' RT CONNECT TO EXISTING 6" SEWER MAIN STA:30+51.22, 15.06' LT CONNECT TO EXISTING 10" WATER MAIN 38 0 390 38 2 38 4 3 8 6 388 360 354 356 358 36236 4370 3 6 6 368 3 7 0 3 6 8 3 7 2 3 7 4 3 7 6 3 7 8 3 8 0 372 374 376 378 3 8 2 3 8 4 386 388 390 392 360 354 356 358 424 LF 6" PVC SDR-21 520 LF 10" CL52 DIP 355 360 365 370 375 355 360 365 370 375 25+00 FG FG 25+50 FG FG 26+00 FG FG 26+50 FG FG 27+00 FG FG 27+50 FG FG 28+00 FG FG 28+50 FG FG 29+00 FG FG 29+50 FG FG 30+00 FG FG 30+50 FG FG 31+00 FG FG 31+50 FG EX. 18" STORM ELEV: 359.09 STA: 25+25.54 ELEV: 364.41 STA: 30+51.22 ELEV: 358.31 STA: 29+49.05 ELEV: 357.58 520 LF 10" CL52 DIP 424 LF 6" PVC SDR-21 3.59' STA: 25+27.83 ELEV: 366.38 N GRAPHIC SCALE 0 30 60 1" = 30 FEET 15 1 2 3 4 TEL www.ahbl.comWEBTELwww.ahbl.comWEBTELwww.ahbl.comWEB 2215 North 30th Street, Suite 300 Tacoma, WA 98403 253.383.2422TEL www.ahbl.comWEB TACOMA SEATTLE SPOKANE TRI-CITIES Know what's below. before you dig.Call R 253.383.2572 FAX 37 MW/SKMH/ABMH 5/1/2025 PERMIT SET 2220348.10 4802 TACOMA MALL BOULEVARD TACOMA, WA 98409 CONTACT: MATT LEWIS (888) 627-0013 GARRETTE CUSTOM HOMES, INC THE RESERVE AT PALISADES A PORTION OF SECTION 25, TWN. 17N, RGE 01E, W.M, CITY OF YELM, THURSTON COUNTY, WASHINGTON. THE RESERVE AT PALISADES DATE: May 1, 2025 FILENAME: Q:\2022\2220348\10_CIV\CAD\_Site Development\2220348-SH-UTIL-SR507.dwg C9.1 37 SR 507 UTILITY EXTENSIONS SR 507 PROFILE SCALE: H:1" = 30', V:1" = 7.5' EXISTING GRADE ELEVATION AT ROAD CENTERLINE EXISTING GRADE AT ROAD CENTERLINE 05/01/2025