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01 - 06141-C1-C7, 2024.11.21TRENCHNOTEa CARTER LOOP SE SHORT PLAT IF WORKERS ENTER ANY TRENCH OR OTHER EXCAVATION FOUR OR MORE FEET IN DEPTH THAT DOES NOT MEET THE OPEN PIT A PORTION OF THE NW 1/4 OF THE NE 1/4 AND THE SW 1/4 OF THE NE 1/4 OF SEC. 25, TWP. 17 N., RGE. 1 E. REQUIREMENTS OF WSDOT SECTION 2-09.3(3)B, IT SHALL BE WILLAMETTE MERIDIAN, THURSTON COUNTY, WASHINGTON SHORED AND CRIBBED. THE CONTRACTOR ALONE SHALL BE RESPONSIBLE FOR WORKER SAFETY AND CES NW INC., ASSUMES NO RESPONSIBILITY. ALL TRENCH SAFETY SYSTEMS SHALL MEET THE REQUIREMENTS OF THE WASHINGTON INDUSTRIAL SAFETY AND / \ HEALTH ACT, CHAPTER 49.17 RCW. FILL SPECIFICATIONi 0 \ 5' SIDEWALK FILL MATERIAL SHALL NOT CONTAIN PETROLEUM PRODUCTS, OR `liVQ` SUBSTANCES WHICH ARE HAZARDOUS, DANGEROUS, TOXIC, OR WHICH / CAP EXISTING 6" WATER LINE \� OTHERWISE VIOLATE ANY STATE, FEDERAL, OR LOCAL LAW, .C'N ' \ °° TRACT 'E' ORDINANCE, CODE, REGULATION, RULE, ORDER, OR STANDARD. ONLY � EARTH MATERIAL SHALL BE PLACED IN FILLS. `/ / / - - - / �/ / PJB EX, FIRE HYDRANT (TO BE RELOCATED) / UTILITY NOTE / CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, �' / / / Q/ / a e / 6' woo0 FENCE DIMENSION, AND DEPTH OF EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOLING THE UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE CALLING 1-800-424-5555 AND THEN POT HOLING ALL OF THE EXISTING UTILITY LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS /oQ/ � / EXIST. THE CONTRACTOR ACCEPTS FULL RESPONSIBILITY FOR ANY /� / \ \ CULVERT / AND ALL DAMAGES THAT HAPPEN DUE TO THE CONTRACTORS / / -359 / \ \ \ \ \ \ \ IE:352.03 FAILURE TO LOCATE EXACTLY AND PRESERVE ANY AND ALL / / - \ UTILITIES. IF CONFLICT SHOULD OCCUR, THE CONTRACTOR SHALL ��' °a _ XTR CONSULT CES NW INC., AND CITY OF SUMNER SEWER INSPECTORQ/" a RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITHSDC CONSTRUCTION. �/ / / 5,550 S.F./ \ \ x RIM: � / LS / \ / / s° RIM:356.43 / .0 Q/ / �O^ / //j // \� /' �r IE 12" CPEP:352.43 ° RELOCATED / / �,� FIRE HYDRANT Z/ ' / �9 F s° i /SDCB / ��/ RIM:356.34 SSBOX / / / °� / �h1 HOT B \ \X� �x\p�/ �� cs'° IE 12" :352.5 W). /QERTRCAL '� p / // // V / Opp \\ �\ /�� s° S� �1 PEP:3 :, 4��W 2 /\ 2' ABO E- Q/ \�caOL� /Opp AILRoaD' 5,550 S.F. TIES / 10" WATER METER (TYP) �� �a �'/ SHED 9 / SAWCUT LINE (TYP) / a \ PROPOSED 30'Lx4'Wx3'D INFILTRATION / �' TRENCHES FOR LOTS 1-5. I U EX, BUILDING \\ / po 00 /i / �, / FINAL DESIGN TO BE PROVIDED 000 I� TO BE 3 O ,� REMOVED �/ a\ / \ W/BUILDING PERMITS. 5,554 S /��f � y Q / oQ/ -361 _ h.0\�� \ \ \�� sue___ I ` �' / /� e`'�ti`� sDCB / RI 56.t5 5' SIDEWALK \ \ \ �\ — /// / 12" :353.25 (NE,X \ rri TRACT 'D' I �� / °49 > Y N37'32'39"W / EX. FIRE HYDRANT `'� �'' \ 25. / Q� Co / \ TO BE RELOCATED �3`- I `' / / / O G / / \ \ - -- \ ( ) ��? �` I�/ 15' STORM DRAINAGE EASEMENT � 1 `1 \ \9, l ° FOUND SU MO ENT / \ 2" BR RISC X'° / \ VI 2024- 8,1( S.F. 6' WO6D r�o �\ 50 \ FENCE / S2o16 2" FORCE MAIN FORCE MAIN SERVICES / Iry ° , \ PLAT OF HAWKS LANDING/\ \ \ AFN. 3511261 \ \ / N80'11,24" w 135. 69' 7I f _ 6' SOLID BOARD FENCE PROPOSED 35'Lx4'Wx3'D INFILTRATION TRENCH FOR LOT 6. FINAL DESIGN TO BE PROVIDED W/BUILDING PERMITS. 0 9,J S.F. cs IF, 6' WOOD FENCE 34 I -0 I I I I ' I I L \ I \ I I \ I I END OF LINE CLEAN OUT \ `� \ \ R=100.00 1 \ L=150.58' I \ \ PSG �F86'16'37" 4\ /\ IBS I \ 1 I EX. FIRE HYDRANT o \/ a ° ° \ SSC00 O FOU D SURFACE MONUMENT \ / \ SSCO\O 2" BRASS"DISC: W/ 'X' VISITED 2024- -114 \° FOUND SURFAC&MONUMENT / 2" BRASS DISC WN, ° VISITED 2024-02-14 \ / 20 0 10 20 40 1 inch = 20 feet. Curve Table Curve # Length Radius Delta C1 14.37' 125.50' 6°33'42" C2 52.93' 125.50' 24'09'52" C3 26.11' 125.50' 11 *55'10" C4 31.79' 125.50' 14°30'52" OWNERS PROJECTS WEST, INC. 2014 MERIDIAN ST. S. PUYALLUP, WA 98371 (253) 841-5603 MJ INC OF WASHINGTON 14028 104TH ST CT E CES NW INC 429 29TH ST NE, SUITE D PUYALLUP, WA 98372 (235)-848-4282 SURVEYOR CES NW INC 429 29TH ST NE, SUITE D PUYALLUP, WA 98372 (235)-848-4282 CHARLES PODZALINE, PLS WA. STAMP #50986 LATEST SURVEY DATE: 03/2024 HORIZONTAL DATUM NAD83-2011 (EPOCH 2O10.00), WASHINGTON STATE PLANE, SOUTH ZONE (4602), (PER THE WASHINGTON STATE REFERENCE NETWORK). BASIS OF BEARINGS THE MONUMENTED CENTERLINE OF CARTER LOOP SOUTHEAST WHICH BEARS N52°27'21"E. VERTICAL DATUM NAVD88 (PER THE WASHINGTON STATE REFERENCE NETWORK). PROJECT BENCHMARK WSDOT STATION GP34507-27AZ MONUMENT ID: 377 3 BRASS DISC WITH PUNCH STAMPED WSDOT GP34507-27AZ" ELEVATION = 378.037 (NAVD88) CONTOUR INTERVAL: 1 FOOT. LEGAL DESCRIPTION TRACT D OF PLAT OF HAWKS LANDING AS RECORDED MARCH 13, 2003 UNDER AUDITOR'S FILE NO. 3511261; IN THURSTON COUNTY, WASHINGTON UTILITIES WATER: CITY OF YELM SEWER: CITY OF YELM POWER: PUGET SOUND ENERGY TELEPHONE: FAIRPOINT COMMUNICATIONS GAS: PUGET SOUND ENERGY CABLE: COMCAST REFUSE: LE MAY EARTHWORK QUANTITIES PROPOSED CUT: 1,170 CY PROPOSED FILL: 60 CY NET CUT: 1,110 CY CLEARED AREA: 4,859 SF (0.98 AC) QUANTITIES ARE FOR PERMIT PURPOSES ONLY. CONTRACTOR SHALL VERIFY EARTHWORK QUANTITIES FOR BID PURPOSES. o`h 4AV, Si: 105th Ave SE e oil9 V Ridgeline Middle School 0 %ftm SITE 0, St Columban w Catholic Chu Cochrane Marnaial Park SE Thurston "e Fire Authority p 104th Ave SE m 0 Mill Pond Elementary Si pool Abe Clary Creative -Portraits w N - - Fox Hill Rd SE VICINITY MAP NTS SHEET INDEX C1 COVER SHEET C2 TESC PLAN C3 TESC NOTES & DETAILS C4 GRADING & PAVING PLAN C5 UTILITY PLAN & PROFILE C6 CONSTRUCTION NOTES & DETAILS C7 CONSTRUCTION NOTES & DETAILS L1 LANDSCAPE PLAN L2 LANDSCAPE DETAILS & NOTES PROJECT STATISTICS ZONING: R-6, MOD. DENSITY RES. SITE AREA: 39,896 SF (0.92 ACRES) BUILDING HEIGHT: 35' FRONT SETBACK: 15' SIDE SETBACK: 5' REAR SETBACK: 25' DRIVEWAY: 20' SITE ADDRESS 15106 CARTER LOOP S.E. YELM, WA 98597 PARCEL NUMBER 52920000003 LEGEND EXISTING DESCRIPTION PROPOSED ® MONUMENT O - --- MONUMENT LINE - - - - - PROPERTY LINE - - - -- RIGHT OF WAY LINE - - EASEMENT LINE - - - - - - - - BUILDING SETBACK LINE ------------------- CHAIN LINK FENCE E E)- e 0 G WOOD FENCE El Ee e El El CURB & GUTTER ------------- EDGE OF PAVEMENT CONTOURS �Op ,Spp' STREET SIGN i ❑ STORM DRAIN CATCH BASIN ■ �D STORM DRAIN MANHOLE (A) o STORM DRAIN CLEANOUT • SD STORM DRAIN LINE SD RD ROOF DRAIN LINE ,RD SANITARY SEWER MANHOLE 0 SANITARY SEWER CLEANOUT • - -S SANITARY SEWER LINE S SANITARY SEWER STUB SS - - -FM--- SEWER FORCE MAIN FM \C� FIRE HYDRANT i D4 WATER VALVE N Ow WATER METER THRUST BLOCKING - - -w— WATER MAIN W LUMINAIRE--¢ -0- POWER/UTILITY POLE f GUY WIRE ASPHALT CONCRETE ' CEMENT CONCRETE POROUS CONCRETE SAWCUT LINE - - - - - - CALL 48 HOURS BEFORE YOU DIG DIAL 811 =1 0 tv Cr `I0 /❑❑/ ® ti o W SN P Ao Designed: DPS Drawn: JEH Checked: CAD Scale: 1"=20' Date: 11/21/24 Job No.: 06141 Sheet No.: C1 1 of 9 Sheets TP #1 APPROXIMATE GROUND EL = 353.80 ARTER LOOP SE SHORT PLAT 0.0 - 0A LOOSE TO COMPACT, BLACK, DECAYED ORGANICS AND ROOTS IN A SILTY FINE TO MEDIUM S Af ID MATRIX, LITTLE TO SOME COARSE o A PORTION OF THE NW 1/4 OF THE NE 1/4 AND THE SW 1/4 OF THE NE 1/4 OF SEC. 25, TWP. 17 N., RGE. 1 E. GRAVEL, LITTLE FINE GRAVEL, TRACE TO LITTLE COBBLES, LITTLE ROOTLETS, DAMP (SM) (TOPSOIL) WILLAMETTE MERIDIAN, THURSTON COUNTY WASHINGTON 0.3 - 7.0 COMPACT, DARK BROWN, FINE TO COARSE GRAVEL, SOME COBBLES, LITTLE FINE TO COARSE SAND, TRACE SILT, MOIST (GP) (FILL) 7.0 - 7.5 COMPACT, BLACK, SILTY FINE TO MEDIUM SrrZ, SOME FINE / \ TO COARSE GRAVEL, LITTLE COBBLES, TRACE ROOTLETS, MOIST (SM) i (BURIED TOPSOIL HORIZON) � 7.5 - 11.0 DENSE, GRAYISH -BROWN, FINE TO COARSE GRAVEL, SOME COBBLES, LITTLE FINE GRAVEL, LITTLE FINE TO COARSE SAND, 0 OCCASIONAL BOULDERS, MOIST TO WET (GP)(RECESSIONAL OUTWASH) o , Q� MINOR CAVING FROM 0-7 FEET (COBBLE AND GRAVEL �5• /\�/� '� FALLOUT/SPREADING) ���1 / /% \ \ TRACT E TP #2 APPROXIMATE GROUND EL = 355.01 < �/ \ 0.0 - 0.8 LOOSE, BLACK, DECAYED ORGANICS AND ROOTS IN A PJB PRESERVE AND PROTECT COBBLE AND COARSE GRAVEL MATRIX, LITTLE FINE TO MEDIUM SAND, o ® EXISTING WOOD FENCE. LITTLE FINE GRAVEL, TRACE SILT, TRACE ROOTLETS, MOIST (GP)(TOPSOIL) 0.8 - 10.0 COMPACT, MEDIUM BROWN, FINE TO COARSE GRAVEI, SOME /� 6' WOOD FENCE � /oQ 1 COBBLES, LITTLE FINE GRAVEL, LITTLE FINE TO COARSE SAND, MOIST > (GP) (RECESSIONAL OUTWASH) BECOMES COMPACT TO DENSE, GRAYISH BROWN AT 8 FT MINOR TO MODERATE CAVING FROM 0-10 FEET (COBBLE AND GRAVEL FALLOUT/SPREADING); GROUNDWATER NOT OBSERVED 20 0 10 20 1 CULVERT TP #3 APPROXIMATE GROUND EL= 355.77 �� r' A IE:352.03 / o 359 - - ' / , ' INSTALL TEMPORARY \ \ \ 0.0 - 0.5 LOOSE TO COMPACT, BAACK, DECAYED ORGANICS AND ROOTS 1 inch = 20 feet. / o - - - SILT FENCE \ \ \ \ IN A COBBLE MATRIX, SOME COARSE GRAVEL, LITTLE FINE GRAVEL, 2 /TR / ' SEE DETAIL e LITTLE FINE TO MEDIUM SAND, TRACE SILT, TRACE ROOTLETS, TRACE (�) C3 / \ V A / Asa / / SCRAP WOOD, TRACE GLASS, MOIST (GP)(FILL) / Q� ° , / \ \ i F� 0.5 - 5.0 COMPACT TO DENSE, LIGHT BROWN TO a a a a a ' /o TP--$ 1 / \ \ / / x SDCB / ORANGISH-BROWN, COBBLES AND COARSE GRAVEL, LITTLE FINE TO z v� / RIM:356.43 /, / o / COARSE SAND, LITTLE FINE GRAVEL, TRACE SILT, TRACE ROOTLETS, IE 12" CPEP:352.43 (S ,N'W) / boo / / �P PAD=357.3 , / \ / / MOIST (GP)(FILL) oQ 5�0`` ° �� / \ v / ass, �X / iF� 5.0 - 5.5 LOOSE, BLACK TO BROWN, SILTY FINE TO MEDIUM /� °`� / / / i / SAND, , .\ LITTLE TO SOME FINE TO COARSE GRAVEL TRACE ROOTLETS / / / �� / MOIST (SM)(BURIED TOPSOIL HORIZON) PRESERVE AN[� PROTECT x / °� / / Q/ ° / / EXISTING WATER METER / Aso F4 SDCB 5.5 - 11.0 COMPACT TO DENSE, MEDIUM BROWN, MEDIUM TO /° / /� / COARSE SANDY FINE TO COARSE GRAVEL, LITTLE COBBLES, TRACE / �/ RIM:356.34 Q FINE SAND, MOIST (GP) (RECESSIONAL OUTWASH) II SSBOX / .TP-1 �� / / IE 12" :352.5 W) / �s �S. IE 1 " PEP: 3 X �/ \ 4Q /F ° MINOR CAVING FROM 6-8.5FT (COBBLE AND GRAVEL �tr / /2' PVC �' /�'� l FALLOUT SPREADING SOME MINOR LAYERING OF 47023 \/ VERTRICAL % �� / / / �/ a' ° / ); o� ✓,>�'r; / \ 2' ABO E_- �O / 2 ° COBBLES/GRAVELS/SANDS APPARENT FROM 6-11 FT. / / o / TIE, PAD=357.7 TP #4 APPROXIMATE GROUND EL = 356.93 AND ROOTS IN A �► �� / ,�6 10" Pvc" ��� DEMOLISH EXISTING BUILDING AND / / / 0.0 1.0 LOOSE, BLACK, DECAYED / \ /� / �TP7 ASSOCIATED SURFACE FEATURES; 'COBBLE AND COARSEGRAVELMATRIXSOME FINE TO MEDIUM SAND/\\�g °/f l , ' l SEE CONSTRUCTION NOTES ! /� /F� LITTLE FINE GRAVEL, TRACE SILT, TRACE ROOTLETS, DAMP GP TOPSOIL S1_IEU I / / / / / �� 'PRESERVE AND PROTECT -( )( COMPACT TO DENSE ORANGISH-BROWN COARSE GRAVEL, a i ° EXISTING CATCH BASINS. 1.0 12.5 C , LITTLE COBBLES, LITTLE FINE GRAVEL, LITTLE FINE TO COARSE SAND, INSTALL TEMPORARY CATCH TRACE SILT, DAMP (GW)(RECESSIONAL OUTWASH) \ \\ / EX. BUILDING . \� / / / // �� BASIN SEDIMENT PROTECTION. / \� / / I % TO BE �� � / / / ` SEE DETAIL 3 MINOR CAVING FROM 2.5-8 FT (COBBLE AND GRAVEL Q�(/ ° / FALLOUT SPREADING REMOVED 3 '/� a� � �'� � / / � �{� °358 �� �' ;ti / ,� r ° ° a TP #5 APPROXIMATE GROUND EL = 357.87 R D ROOTS IN A • ' zk Ig 0) 0 C'I U � V ti �a 0 4,4 �a Q � U Q) U ti U / ,� ° •/i / S /� ��' �� 0.0 - 0.5 LOOSE, BLACK, DECAYED ORGANIC MATTE AN 360\ / /�P���/ /F COBBLE AND COARSE GRAVEL MATRIX, SOME FINEST MEDIUM SAND, l.Y /L'� o;, / �'' e`er ��•/ / i i LITTLE FINE GRAVEL, TRACE SILT, TRACER \ / / (GP)(TOPSOIL) -3 - �� \� \ \ \ �� \ �\_ l /� �PS\ti���,F`�� SDCB 0.5 - 11.0 COMPACT TO DENSE, ORANGISH-BROWN, FINE TO COARSE �V TP 8 - \ \ / / / // / / ��ti RI �6.�J5 GRAVEL, SOME COBBLES, LITTLE FINE TO COARSE SAND, TRACE W' N / 12" :353.25 (NE,$) ` ROOTLETS, DAMP (GP)(RECSSIONAL OUTWASH) \ w INSTALS TE00 MPORARY L /' F�/ / \ �' BECOMES GRAYISH BROWN AT 4 FEET 000 \ CONSTRUCTI6N ENTRANC / / / / s �sQ \ SAND BECOMES MEDIUM TO COARSE AT 4 FEET / A 4 II 0000 E DETAIL 2 // �/ Ci / / /a `� V C hRA�, I 0 00 C3 �q, �Q / / / /� 49 MODERATE CAVING FROM 1-8 FT (COBBLE AND GRAVEL / PAD-3 O O O > �� / G1 FALLOUT/SPREADING); GROUNDWATER NOT OBSERVED \ C O N� / _ \ r O N37'32'39 W' ��0� / / ° i V d- 0- / I O O OO CO / 25.50' /� `Q O / TP #6 APPROXIMATE GROUND EL = 355.11 /oQ/ \ I O O 0Q/O �� / / GP oc0 \ 0.0 - 0.5 LOOSE, BLACK, DECAYED ORGANIC MATTER AND ROOTS IN A o / \ \ I O / sSCo ° GRAVEL AND COBBLE MATRIX, LITTLE TO SOME FINE TO MEDIUM SAND, CONSTRUCTION SEQUENCE �- / - -3 -- \ \ \ Q O , /� ° TRACE SILT, TRACE ROOTLETS, MOIST (GP)(TOPSOIL) �? 00/ O Q 0 / ° �' \ 0.5 - 5.0 LOOSE TO COMPACT, COARSE GRAVEL, LITTLE TO SOME 1. ARRANGE AND ATTEND PRE -CONSTRUCTION CONFERENCE WITH Q 00�0 / / ° \ COARSE SAND, LITTLE FINE GRAVEL, LITTLE COBBLES, TRACE SILT, THE CITY OF YELM. .J 00 O / /� MOIST (GW)(F LL)LO ° ° \ 5.0 - 7.5 LOOSE, COARSE BLACK, FINE TO COARSE GRAVEL, SOME FINE I / Q TO MEDIUM SAND, LITTLE ITTOECOBBLE OUTWASH) SILT, TRACE 2. STAKE CLEARING AND GRUBBING LIMITS. O. ROOTLETS, MOIST(GP)(RECESSIONAL ) 3. INSTALL FILTER FABRIC FENCE AND CONSTRUCTION ENTRANCE. M� 7.5 - 11.5 COMPACT TO DENSE, MEDIUM BROWN TO GRAYISH -BROWN, / 6' Wo6D \ ` 0 � COARE GRAVEL, LITTLE TO SOME COBBLES, LITTLE TO SOME FINE TO 4. FLAG INFILTRATION AREA LIMIT COMPACTION AND SEDIMENT o PAD-359.5 / / FENCE / ° COARSE SAND, LITTLE FINE GRAVEL, TRACE SILT, MOIST LADEN RUNOFF FROM THIS AREA. Cr / i ^ . / I a o (GW)(RECESSIONAL OUTWASH) V / I \ 5. INSTALL/IMPLEMENT EROSION CONTROL FEATURES. Z co TP-9 / `r " / �, J m MINOR TO MODERATE CAVING FROM 1-9 FT (COBBLE AND GRAVEL �, / INSTALL TEMPORARY / / / , _ _ _ FALLOUT/SPREADING). GROUNDWATER NOT OBSERVED 6. CLEAR AND GRUB SITE AS NECESSARY TO INSTALL SITE i - - _ _ SEE DETAIL ' i� / FENCE/ I l PLAT. OF HAWKS LANDING/' \ TP 7 APPROXIMATE GROUND EL = 355.50 IMPROVEMENTS. DURING WET SEASON, DO NOT CLEAR ANY Z ~ \ o / __ - (TYP) C !! �/ I / a AFN. 3511261 �\ 0.0# 0.5 LOOSE TO COMPACT, BLACK, DECAYED ORGANIC MATTER AND MORE AREA THAN CAN BE STABILIZED, PER THE GRADING AND J W _ \ z i-y_ _ / - - _ _ _ _ / �`� ROOTS IN A COARSE CRAVE[- MATRIX, LITTLE TO SOME FINE TO W Q. 3 / - _ _ - �_ 1 i I / I I \ MEDIUM SAND, LITTLE TO SOME COBBLES, TRACE SILT, TRACE EROSION CONTROL PLAN, IN A GIVEN WORKDAY. DO NOT rn 54 ROOTLETS, MOIST (GP)(TOPSOIL) COMPACT INFILTRATION AREAS. Q 0.5 - 11.5 COMPACT TO DENSE, GRAYISH -BROWN, MEDIUM TO COARSE a V I I \ \ 7. GRADE SITE PER GRADING PLAN. W T-` GRAVEL, SOME COBBLES, LITTLE TO SOME FINE TO COARSE SAND, � ' a REMOVE EXISTING 6' WOOD FENCE, TO ; I �� \ LITTLE FINE GRAVEL, TRACE SILT, MOIST (GW)(RECESSIONAL OUTWASH) 8. EXTEND 2" FORCE MAIN IN CARTER LOOP AND STUB WATER o C J / AND COVER. O Q PROPOSED CONSTRUCTION CONSTRUCT PROPOSED IMPROVEMENTS a LIMITS ,(TYP) I I i \ I I I \ TP 8 APPROXIMATE GROUND EL = 357.02 -OF-WAY. J I I II \\ I 0.0 # 0.5 LOOSE, BLACK, DECAYED ORGANIC MATTER AND ROOTS IN A 9. CONSTRUCT FIRE HYDRANTS AND RESTORE RIGHT C09BLE AND COARSE GRAVEL I MATRIX, LITTLE FINE TO MEDIUM S`LIF, cc LITTLE FINE GRAVEL, TRACE SILT, TRACE ROOTLETS, MOIST 10. STABILIZE UNPAVED AREAS OF THE SITE BY HYDRO -SEEDING W G (GP)(TOPSOIL) OR OTHER APPROPRIATE METHODS PER THE EROSION I TP-4 I II ° 0.5 - 5.0 LOOSE TO COMPACT, ORANGISH-BROWN, FINE TO COARSE z I PAD=359.6 R=100.00 R �/i � l L_150.58' � ° � \ \ GRAVEL, SOME COBBLES, LITTLE TO SOME FINE TO COARSE SAND, CONTROL NOTES. < _5 REMOVE EXISTING GRAVEL o-150537" � \ TRACE SILT, TRACE ROOTLETS, MOIST (GP)(RECESSIONAL OUTWASH) 11. CONSTRUCT SIDEWALK AND WALKWAYS PER APPROVED PLANS. PATHWAY 1® I a-, \ I ° e / � \ �• BECOMES COMPACT TO DENSE, GRAYISH -BROWN AT 5 FT a w 12. ONCE THE SITE HAS BEEN FULLY STABILIZED, PLACE � ` I MINOR TO MODERATE CAVING FROM 0-10 FT (COBBLE AND GRAVEL INFILTRATION FACILITIES ONLINE. 0 o FALLOUT/SPREADING); INFILTRATION TEST PERFORMED AT 4 FT. 13. REMOVE ALL TEMPORARY EROSION CONTROL FACILITIES AFTER N �( Q o TP #9 APPROXIMATE GROUND EL = 363.57 SITE HAS BEEN PERMANENTLY STABILIZED AND APPROVED BY �F' TP 10 APPROXIMATE GROUND EL = 357.62 0.0 - 1.0 LOOSE, BLACK, DECAYED ORGANICS AND ROOTS IN A Designed: DPS BENCH /� F� ��p �� 0.0# 1.0 LOOSE, BLACK, DECAYED ORGANICS AND ROOTS IN A COBBLE AND COARSE GRAVEL MATRIX, LITTLE TO SOME FINE TO THE CITY. Drawn: JED ✓ `T R4 COBBLE AND COARSE GRAVEL MATRIX LITTLE TO SOME FINE TO MEDIUM SAND, LITTLE FINE GRAVEL, LITTLE BOULDERS, TRACE SILT, Checked: CAD 36J �\/ / MEDIUM SAIID, LITTLE FINE GRAVEL, TRACE SILT, MOIST (GP)(TOPSOIL) -TRACE ROOTLETS, MOIST (GP)(TOPSOIL) 14. CLEAN STORM DRAINAGE SYSTEM PIPING AND CATCH BASINS. 1.0 - 12.0 COMPACT TO DENSE, ORANGISH-BROWN, FINE TO COARSE 1.0 11.0 COMPACT TO DENSE, ORANGISH BROWN, FINE TO COARSE Scale: 1"=20' �i GRAVEL, LITTLE TO SOME COBBLES, LITTLE TO SOME FINE TO COURSE GRAVEL, SOME COBBLES, LITTLE FINE TO COURSE SAND, TRACE SILT, 15. CALL FOR FINAL INSPECTION(S). Date: 11/21/2 1 i 6' WOOD FENCE Job No 06141 SSCOo SAND, LITTLE FINE GRAVEL, TRACE SILT, MOIST (GP)(RECESSIONAL MOIST (GP)(RECESSIONAL OUTWASH) SSCO a OUTWASH) BECOMES COMPACT TO DENSE, GRAYISH -BROWN AT 5 FT ' / BECOMES BROWN AT 5 FT r 34 \\ \ ° BECOMES GRAY AT 9 FT MINOR TO MODERATE CAVING FROM 0-11 FT (COBBLE AND GRAVEL ° FALLOUT/SPREADING); GROUNDWATER NOT OBSERVED; SOME MINOR MALLOUT/S R�ADING) GROCAVING UNDWAFROM TER NOT OBSER BEpLE AND GRAVEL INFILTRATION TEING OF OSBT PERFORMED GR LSAT 4NFT APPARENT FROM 5-11 FT; Sheet No.: C2 2 of 9 Sheets STANDARD EROSION CONTROL NOTES 1. APPROVAL OF THIS CONSTRUCTION SWPPP DOES NOT CONSTITUTE AN APPROVAL OF PERMANENT ROAD OR DRAINAGE DESIGN (E.G., SIZE AND LOCATION OF ROADS, PIPES, RESTRICTORS, CHANNELS, RETENTION/DETENTION/INFILTRATION FACILITIES, UTILITIES, ETC.). 2. THE IMPLEMENTATION OF THIS CONSTRUCTION SWPPP AND THE CONSTRUCTION, MAINTENANCE, REPLACEMENT, AND UPGRADING OF THESE CONSTRUCTION SWPPP FACILITIES IS THE RESPONSIBILITY OF THE APPLICANT/CONTRACTOR UNTIL ALL CONSTRUCTION IS COMPLETED AND APPROVED AND VEGETATION/LANDSCAPING IS ESTABLISHED. 3. THE BOUNDARIES OF THE CLEARING LIMITS SHOWN ON THIS PLAN SHALL BE CLEARLY FLAGGED IN THE FIELD PRIOR TO CONSTRUCTION. DURING THE CONSTRUCTION PERIOD NO DISTURBANCE BEYOND THE FLAGGED CLEARING LIMITS SHALL BE PERMITTED. THE FLAGGING SHALL BE MAINTAINED BY THE APPLICANT/CONTRACTOR FOR THE DURATION OF CONSTRUCTION. 4. THE CONSTRUCTION SWPPP FACILITIES SHOWN ON THIS PLAN MUST BE CONSTRUCTED IN CONJUNCTION WITH ALL CLEARING AND GRADING ACTIVITIES, AND IN SUCH A MANNER AS TO INSURE THAT SEDIMENT AND SEDIMENT LADEN WATER DO NOT ENTER THE DRAINAGE SYSTEM, ROADWAYS, OR VIOLATE APPLICABLE WATER STANDARDS. 5. THE CONSTRUCTION SWPPP FACILITIES SHOWN ON THIS PLAN ARE THE MINIMUM REQUIREMENTS FOR ANTICIPATED SITE CONDITIONS. DURING THE CONSTRUCTION PERIOD, THESE CONSTRUCTION SWPPP FACILITIES SHALL BE UPGRADED AS NEEDED FOR UNEXPECTED STORM EVENTS AND TO ENSURE THAT SEDIMENT AND SEDIMENT -LADEN WATER DO NOT LEAVE THE SITE. 6. THE CONSTRUCTION SWPPP FACILITIES SHALL BE INSPECTED DAILY BY THE APPLICANT/CONTRACTOR AND MAINTAINED AS NECESSARY TO ENSURE THEIR CONTINUED FUNCTIONING. 7. THE CONSTRUCTION SWPPP FACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED A MINIMUM OF ONCE A MONTH OR WITHIN THE 48 HOURS FOLLOWING A MAJOR STORM EVENT. 8. AT NO TIME SHALL MORE THAN 1 FOOT OF SEDIMENT BE ALLOWED TO ACCUMULATE WITHIN A TRAPPED CATCH BASIN. ALL CATCH BASINS AND CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PAVING. THE CLEANING OPERATION SHALL NOT FLUSH SEDIMENT LADEN WATER INTO THE DOWNSTREAM SYSTEM. 9. STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES MAY BE REQUIRED TO INSURE THAT ALL PAVED AREAS ARE KEPT CLEAN FOR THE DURATION OF THE PROJECT. EROSION CONTROL SEEDING NOTES: 1. SEED MIXTURE SHALL BE AS SHOWN IN EROSION CONTROL SEEDING NOTES. 2. SEED BEDS PLANTED BETWEEN MAY 1 AND OCTOBER 31 WILL REQUIRE IRRIGATION AND OTHER MAINTENANCE AS NECESSARY TO FOSTER AND PROTECT THE ROOT STRUCTURE. 3. FOR SEED BEDS PLANTED BETWEEN OCTOBER 31 AND APRIL 30, ARMORING OF THE SEED BED WILL BE NECESSARY. (E.G., GEOTEXTILES, JUTE MAT, CLEAR PLASTIC COVERING). 4. BEFORE SEEDING, INSTALL NEEDED SURFACE RUNOFF CONTROL MEASURES SUCH AS GRADIENT TERRACES, INTERCEPTOR DIKES, SWALES, LEVEL SPREADERS AND SEDIMENT BASINS. 5. THE SEEDBED SHALL BE FIRM WITH A FAIRLY FINE SURFACE, FOLLOWING SURFACE ROUGHENING. PERFORM ALL OPERATIONS ACROSS OR AT RIGHT ANGLES TO THE SLOPE. 6. FERTILIZERS ARE TO BE USED ACCORDING TO SUPPLIERS RECOMMENDATIONS. AMOUNTS USED SHOULD BE MINIMIZED, ESPECIALLY ADJACENT TO WATER BODIES AND WETLANDS. TOPSOIL STOCKPILE NOTES: 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. SOD NOTES: 1. SOD SHALL BE MACHINE CUT AT A UNIFORM SOIL THICKNESS OF 3/4- INCH AT THE TIME OF CUTTING. MEASUREMENTS FOR THICKNESS SHALL EXCLUDE TOP GROWTH AND THATCH. 2. STANDARD SIZE SECTIONS OF SOD SHALL BE STRONG ENOUGH TO SUPPORT THEIR OWN WEIGHT AND RETAIN THEIR SIZE AND SHAPE WHEN SUSPENDED BY THE END OF A 3 FOOT SECTION. 3. SOD SHALL NOT BE HARVESTED OR TRANSPLANTED WHEN MOISTURE CONTENT (EXCESSIVELY DRY OR WET) MAY ADVERSELY AFFECT ITS SURVIVAL. 4. SOD SHALL BE HARVESTED, DELIVERED AND INSTALLED WITHIN A PERIOD OF 36 HOURS. MULCHING NOTES: 1. MULCH MATERIALS USED SHALL BE HAY OR STRAW APPLIED AT A RATE OF 75 TO 100 LBS PER 1000 SF 1.5 TO 2.5 TONS PER ACRE. 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. PLASTIC COVERING NOTES: 1. PLASTIC SHEETING SHALL HAVE A MINIMUM THICKNESS OF 6 MILS AND SHALL MEET THE REQUIREMENTS OF THE STATE STANDARD SPECIFICATIONS SECTION 9-14.5. 2. COVERING SHALL BE INSTALLED AND MAINTAINED TIGHTLY IN PLACE BY USING SANDBAGS OR TIRES ON ROPES WITH A MAXIMUM 10-FOOT GRID SPACING IN ALL DIRECTIONS. ALL SEAMS SHALL BE TAPED OR WEIGHTED DOWN FULL LENGTH AND THERE SHALL BE A LEAST A 12 INCH OVERLAP OF ALL SEAMS. 3. CLEAR PLASTIC COVERING SHALL BE INSTALLED IMMEDIATELY ON AREAS SEEDED BETWEEN NOVEMBER 1 AND MARCH 31 AND REMAIN UNTIL VEGETATION IS FIRMLY ESTABLISHED. 4. WHEN THE COVERING IS USED ON UN -SEEDED SLOPES, IT SHALL BE KEPT IN PLACE UNTIL THE NEXT SEEDING PERIOD. 5. PLASTIC COVERING SHEETS SHALL BE BURIED TWO FEET AT THE TOP OF SLOPES IN ORDER TO PREVENT SURFACE WATER FLOW BENEATH SHEETS. 6. PROPER MAINTENANCE INCLUDES REGULAR CHECKS FOR RIPS AND DISLODGED ENDS. EROSION CONTROL SEEDING (HYDROSEEDING) 1. HYDROSEEDING SHALL BE APPLIED TO SLOPES INDICATED OR AS NEEDED. 2. HYDROSEEDING TO BE THE FOLLOWING MIXTURE: PROPORTIONS PERCENT PERCENT BY WEIGHT PURITY GERMINATION REDTOP (AGROSTIS ALBA) 10% 92% 90% ANNUAL RYE (LOLIUM MULTIFLORUM) 40% 98% 90% CHEWING FESCUE 40% 97% 80% (FESTUCA RUBR COMMUTATA) (JAMESTOWN BANNER, SHODOW, OR KOKET) WHITE DUTCH CLOVER (TRIFOLIUM REPENS) 10% 96% 90% 3. APPLICATION TO BE 100 LBS/ACRE. 4. 500 LBS/ACRE 10-20-20 FERTILIZER, 2000 LBS/ACRE MULCH AND 40 LBS/ACRE SOIL STABILIZER TO BE APPLIED WITH SEED MIXTURE. CARTER LOOP SE SHORT PLAT A PORTION OF THE NW 1/4 OF THE NE 1/4 AND THE SW 1/4 OF THE NE 1/4 OF SEC. 25, TWP. 17 N., RGE. 1 E. WILLAMETTE MERIDIAN, THURSTON COUNTY, WASHINGTON MULCH STANDARDS AND GUIDELINES MULCH MATERIAL QUALITY STANDARDS APPLICATION RATES REMARKS STRAW AIR-DRIED; FREE FROM 2"-3" THICK; 5 BALES COST-EFFECTIVE PROTECTION WHEN APPLIED WITH UNDESIRABLE SEED PER 1,000 SF OR ADEQUATE THICKNESS. HAND -APPLICATION GENERALLY AND COARSE 2-3 TONS PER ACRE. REQUIRES GREATER THICKNESS THAN BLOWN STRAW. THE MATERIAL. THICKNESS OF STRAW MAY BE REDUCED BY HALF WHEN USED IN CONJUNCTION WITH SEEDING. IN WINDY AREAS STRAW MUST BE HELD IN PLACE BY CRIMPING, USING A TACKIFIER, OR COVERING WITH NETTING. BLOWN STRAW ALWAYS HAS TO BE HELD IN PLACE WITH A TACKIFIER AS EVEN LIGHT WINDS WILL BLOW IT AWAY. STRAW, HOWEVER, HAS SEVERAL DEFICIENCIES THAT SHOULD BE CONSIDERED WHEN SELECTING MULCH MATERIALS. IT OFTEN INTRODUCES AND/OR ENCOURAGES THE PROPAGATION OF WEED SPECIES AND IT HAS NO SIGNIFICANT LONG-TERM BENEFITS IT SHOULD ALSO NOT BE USED WITHIN THE ORDINARY HIGH-WATER ELEVATION OF SURFACE WATERS (DUE TO FLOTATION). HYDROMULCH NO GROWTH INHIBITING APPROX. 25-30 LBS SHALL BE APPLIED WITH HYDROMULCHER. SHALL NOT BE FACTORS. PER 1,000 SF OR USED WITHOUT SEED AND TACKIFIER UNLESS THE 1,000-1,300 LBS APPLICATION RATE IS AT LEAST DOUBLED. FIBERS PER ACRE. LONGER THAN ABOUT 0.75 TO 1-INCH CLOG HYDROMULCH EQUIPMENT. FIBERS SHOULD BE KEPT TO LESS THAN 0.75 INCH. COMPOST NO VISIBLE WATER OR 2" THICK MIN.; MORE EFFECTIVE CONTROL CAN BE OBTAINED BY DUST DURING APPROX. 100 TONS INCREASING THICKNESS TO 3". EXCELLENT MULCH FOR HANDLING. MUST BE PER ACRE (APPROX. PROTECTING FINAL GRADES UNTIL LANDSCAPING BECAUSE PRODUCED PER WAC 750 LBS PER CUBIC IT CAN BE DIRECTLY SEEDED OR TILLED INTO SOIL AS AN 173-350, SOLID WASTE YARD). AMENDMENT. COMPOST USED FOR MULCH HAS A HANDLING STANDARDS, COARSER SIZE GRADATION THAN COMPOST USED FOR BUT MAY HAVE UP TO BMP C125: TOPSOILING/COMPOSTING OR BMP T5.13: 35% BIOSOLIDS. POST -CONSTRUCTION SOIL QUALITY AND DEPTH. IT IS MORE STABLE AND PRACTICAL TO USE IN WET AREAS AND DURING RAINY WEATHER CONDITIONS. DO NOT USE NEAR WETLANDS OR NEAR PHOSPHOROUS IMPAIRED WATER BODIES. CHIPPED SITE AVERAGE SIZE SHALL 2" MINIMUM THICKNESS. THIS IS A COST-EFFECTIVE WAY TO DISPOSE OF DEBRIS VEGETATION BE SEVERAL INCHES. FROM CLEARING AND GRUBBING, AND IT ELIMINATES THE GRADATIONS FROM PROBLEMS ASSOCIATED WITH BURNING. GENERALLY, IT FINES TO 6 INCHES IN SHOULD NOT BE USED ON SLOPES ABOVE APPROX. LENGTH FOR TEXTURE, 10 PERCENT BECAUSE OF ITS TENDENCY TO BE VARIATION, AND TRANSPORTED BY RUNOFF. IT IS NOT RECOMMENDED INTERLOCKING WITHIN 200 FEET OF SURFACE WATERS. IF SEEDING IS PROPERTIES. EXPECTED SHORTLY AFTER MULCH, THE DECOMPOSITION OF THE CHIPPED VEGETATION MAY TIE UP NUTRIENTS IMPORTANT TO GRASS ESTABLISHMENT. WOOD -BASED NO VISIBLE WATER OR 2" THICK; APPROX. THIS MATERIAL IS OFTEN CALLED "HOG OR HOGGED MULCH OR WOOD DUST DURING 100 TONS PER ACRE FUEL". THE USE OF MULCH ULTIMATELY IMPROVES THE STRAW HANDLING. MUST BE (APPROX. 750 LBS. ORGANIC MATTER IN THE SOIL. SPECIAL CAUTION IS PURCHASED FROM A PER CUBIC YARD). ADVISED REGARDING THE SOURCE AND COMPOSITION OF SUPPLIER WITH A WOOD -BASED MULCHES. ITS PREPARATION TYPICALLY SOLID WASTE HANDLING DOES NOT PROVIDE ANY WEED SEED CONTROL, SO PERMIT OR ONE EVIDENCE OF RESIDUAL VEGETATION IN ITS COMPOSITION EXEMPT FROM SOLID OR KNOWN INCLUSION OF WEED PLANTS OR SEEDS WASTE REGULATIONS. SHOULD BE MONITORED AND PREVENTED (OR MINIMIZED). WOOD STRAND A BLEND OF LOOSE, 2" THICK MIN. COST-EFFECTIVE PROTECTION WHEN APPLIED WITH MULCH LONG, THIN WOOD ADEQUATE THICKNESS. A MINIMUM OF 95-PERCENT OF PIECES DERIVED FROM THE WOOD STRAND SHALL HAVE LENGTHS BETWEEN 2 NATIVE CONIFER OR AND 10-INCHES, WITH A WIDTH AND THICKNESS BETWEEN DECIDUOUS TREES WITH 1/16 AND 1/2-INCHES. THE MULCH SHALL NOT CONTAIN HIGH RESIN, TANNIN, OR OTHER COMPOUNDS IN QUANTITIES LENGTH -TO -WIDTH THAT WOULD BE DETRIMENTAL TO PLANT LIFE. SAWDUST RATIO. OR WOOD SHAVINGS SHALL NOT BE USED AS MULCH. [SPECIFICATION 9-14.4(4) FROM THE STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION(WSDOT, 2016) CATCH BASIN FILTERS: USE INSERTS DESIGNED BY MANUFACTURERS FOR CONSTRUCTION SITES. THE LIMITED SEDIMENT STORAGE CAPACITY INCREASES THE AMOUNT OF INSPECTION AND MAINTENANCE REQUIRED, WHICH MAY BE DAILY FOR HEAVY SEDIMENT LOADS. TO REDUCE MAINTENANCE REQUIREMENTS, COMBINE A CATCH BASIN FILTER WITH ANOTHER TYPE OF INLET PROTECTION. THE COMBINATION OF INLET PROTECTION AND FILTERS MAY PROVIDE FLOW BYPASS WITHOUT OVERFLOW AND THEREFORE MAY BE A BETTER METHOD FOR INLETS LOCATED ALONG ACTIVE RIGHTS -OF -WAY. • PROVIDES 5 CUBIC FEET OF STORAGE • REQUIRES DEWATERING PROVISIONS PROVIDES A HIGH -FLOW BYPASS THAT WILL NOT CLOG UNDER NORMAL USE AT A CONSTRUCTION SITE INSERT THE CATCH BASIN FILTER IN THE CATCH BASIN JUST BELOW THE GRATING. MAINTENANCE STANDARDS INSPECT CATCH BASIN FILTERS FREQUENTLY, ESPECIALLY AFTER STORM EVENTS. CLEAN OR REPLACE CLOGGED INSERTS. FOR SYSTEMS WITH CLOGGED STONE FILTERS PULL AWAY FROM THE INLET AND CLEAN OR REPLACE. AN ALTERNATIVE APPROACH WOULD BE TO USE THE CLOGGED STONE AS FILL AND PUT FRESH STONE AROUND THE INLET. DO NOT WASH SEDIMENT INTO STORM DRAINS WHILE CLEANING. SPREAD ALL EXCAVATED MATERIAL EVENLY OVER THE SURROUNDING LAND AREA OR STOCKPILE AND STABILIZE AS APPROPRIATE. ADAPTER SKIRT-., _ ..,-RETRIEVAL STRAP v a a OVERFLOW GEOTEXTILE (TO BYPASS PEAK FABRIC(MIRAFI 70OX a FLOWS) OR APPROVED a EQUAL SCHEMATIC DETAIL '-�SEDIMENT ACCUMULATOR PROVIDE CB INSERT "STREAMGUARD FOR SEDIMENT" OR APPROVED EQUAL. MANUFACTURER'S NAME: FOSS ENVIRONMENTAL ADDRESS: 200 SW MICHIGAN STREET SEATTLE, WA 98106 TELEPHONE: FOR INFORMATION: (800) 909-3677 S CB SEDIMENT PROTECTION N.T.S. Joints in filter fabric shall be spliced at posts. Use staples, wire rings or equivalent to attach fabric to posts 2'k2" by 14 Ga. wire or equivalent, if standard strength fabric used T-T----------- T-I I Minimum j Ij'„- 6' max I I 4"x4" trench I u yJ Post spacing may be increased 2"x2" wood posts steel to 8' if wire backing is used fence posts, or equivalent DEPARTMENT OF ECOLOGY State of Washington cu roadsi Notes 1. 2"x2" by 14 Ga. wire or equivalent, if standard strength fabric used BackfiI I native 1.5" wa 2"x2" wood posts, steel fence posts, or equivalent (j)II-4.2.12 Silt Fence NOT TO SCALE Revised October 2014 Please see http.//www.ecy.wa.goulcopyright.html for copyright notice including permissions, limitation of liability, and disclaimer. NOT TO SCALE the requirements of the " '� permitting agency. 2. It is recommended that Provide full width the entrance be of ingress/egress crowned so that runoff area drains off the pad. Figure II-4.1.1 2 Stabilized Construction Entrance DEPARTMENT OF Revised June2015 ECOLOGY Please see http.Ylwww.ecy.wa.govlcopyright.html for copyright notice including permissions, State of Washington limitation of liability, and disclaimer. CALL 48 HOURS BEFORE YOU DIG DIAL 811 5' 2% MAX COMPACT TO 95% DRY DENSITY PER ASTM D1557 ASPHALT WALKWAY N TS \—HOT MIX ASPHALT CL. 1/2 IN. 2" MINIMUM COMPACED DEPTH. CRUSHED SURFACING TOP COURSE 2" MINIMUM COMPACTED DEPTH. 2% MAX • • • • • • • • • • • • POROUS CONCRETE 4" MINIMUM COMPACED DEPTH. COMPACT TO 90% MIN TO 92% 6 MIN. DEPTH AGGREGATE MAX DRY DENSITY. STORAGE RESERVOIR PER WSDOT STANDARD SPEC 9-03.9(2). PERVIOUS CONCRETE SIDEWALK N TS SAW CUT EXISTING PAVEMENT. EMULSIFIED ASPHALT GRADE MINIMUM 0.25' CLASS 'B' A.C.P. CSS-1 TACK SHALL BE APPLIED (COMPACTED DEPTH) OR EXISTING TO EDGES OF EXISTING PAVEMENT. PLUS 0.08', WHICHEVER IS GREATER ALL JOINTS SHALL BE SEALED APPLIED IN MAXIMUM 0.17' LIFTS —i USING PAVING ASPHALT AR4000W. 0.67' GRAVEL BASE COMPACTED TO 95% EXISTING OF MAXIMUM DENSITY 0.17' CRUSHED FLEXIBLE PER. 2-03.3(14)D SURFACING PAVEMENT TOP COURSE TRENCH BACKFILL 1' MIN. COMPACTED PER. �, TYp, 2-03.3(14)C METHOD B MINIMUM 0.75' CEMENT CONC. PVMT. TRANSVERSE CONSTRUCTION JOINT. OR MATCH EXISTING PLUS 0.08', SEE STANDARD PLAN A-1 WHICHEVER IS GREATER. SAW CUT .EXISTING PAVEMENT. 0.67' GRAVEL BASE ' COMPACTED TO 95% OF MAXIMUM DENSITY 0.17' CRUSHED EXISTING PER. 2-03.3(14)D SURFACING RIGID TOP COURSE PAVEMENT TRENCH BACKFILL 1' MIN. COMPACTED PER. TYp, 2-03.3(14)C METHOD C NOTES: 1. ALL MATERIALS, WORKMANSHIP, AND INSTALL- ATION SHALL BE IN CONFORMANCE WITH THE STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION AS AMENDED BY CITY OF YELM STANDARDS. CITY OF YELM DEPT. OF PUBLIC WORKS TRENCH -PAVEMENT RESTORATION DETAIL APPROVED DWG. NO. PUBLIC WORKS DIRECTOR DATE 2 — 1 O DES. DWN. CKD. DATE s-C S-C S-G 1 10/3/94 CARTER LOOP SE SHORT PLAT A PORTION OF THE NW 1/4 OF THE NE 1/4 AND THE SW 1/4 OF THE NE 1/4 OF SEC. 25, TWP. 17 N., RGE. 1 E. WILLAMETTE MERIDIAN, THURSTON COUNTY, WASHINGTON / �5' PERVIOUS CONCRETE SIDEWALK `�j$1 /A SEE DETAIL ON THIS SHEET / / / OQ' ' MATCH EL=358.33t TRACT P a rh .lbACyrl 'E, 1411 \ MATCH EL=358.34t / s:: PRESERVE AND PROTECT / — — — / PJB EXISTING WOOD FENCE. / MATCH EL=358.39t 6' WOOD FENCE MATCH EL=358.47t a O ` CULVERT / -359 — / S \ \ \ IE:352,03 /TR oQ/ 20 0 10 20 40 1 inch = 20 feet. X ' SDCB / 6' RIM:356.43 y IE 12" CPEP:352.43 (S 3 / \'x PAD=357./ / RIM: B 56.34 SSBOX ,3k��//\ IE 12" : 352.5 W) /Qe PVC HOT B \ \ \ \' k�0 �Q�' s �S' IE 1 PEP: 3 4 W / \/ VERTRICAL i / / Z / \ \ �/ s / \ ° r Q/' \4-GRADE�/ RAILROADS' / / � / TIE/ 10" vc" / PAD=357.7 P\ / MATCH EL 360.50± SHED 360.60f EX. BUILDING / / / \ RESTORE PAVEMENT PER MATCH EL=j / I TO BE ° \ / ��� �/ / DETAIL 2-10 ON THIS SHEET. / REMOVED 3 a\ / / F"r i _ \ 5' POROUS CONCRETE SIDEWALK — — k _ �'/� \ \ \ \\ \ \ ,�`� 1 / �i of%� ' / 360 \ / SEE DETAIL ON THIS SHEET oQ' — -361:': ` \ \ \ \ \`� °' / /� e�`'� ��ti���p� SDCB a \ \ RI 05 Q/ /° / Q/ / .....:.::.:: EL=360.10 i EL=360.20 OQ ' Co \ o \ cc \ w 100' PRIVATE ROAD & UTILITY EASEMENT PER BLA-8144 \ \ \\ — — /// \ n r \ / / / / 12" :353.25 (NE, s:.-... \ TRACT l! 9 49 \ PAD-359.4 \ > ���' \ ' \ 25.50 CO CO 15' STORM DRAINAGE EASEMENT / / FOUND SU MO ENT 2" BR RISC X'° \ / 6WObD %� Btu \� / ' O PAD=359.5 // / J / o / FENCE I \ PLAT OF HAWKS LANDING' � \ AFN. 3511 �1 \ \ / I- I I I I 6' TALL SOLID WOOD FENCE Ili I � -- ---FM I IL 53 \ I \ MATCH BACK OF CURB 1 \ PAD=359.6 f / � R=100.00 EL=358.40t \ / L=150.58' I / PAVE ASPHALT WALKWAY PER 1®36"16'37" SECTION ON THIS SHEET a � nn BENCH ��� ✓ ���� \ / 36j \ a° 6' WOOD FENCE ° °\\ rS- / SSCOo pp FOUNDSURFACE MONUMENT SSCO \ 2" BRASS DI C W/ 1XI BRACT ( ` ! /' \ \ VISITED 2024-14 I a 34 ` \ \\ \' ° / � \ FOUND SURFACE\MONUMENT ° �" -•._ ''' ° MATCH EL=361.60t - \T 2" BRASS DISC WN' ° I A VISITED 2024-02-14 \ ° 4 CALL 48 HOURS BEFORE YOU DIG DIAL 811 .21 cc 0 aaaaa z \v � U C'2,44 V ao q o® U w` \V^ ` N W M Z 00 W� W N3 v a- (y) o co 00 aN � a O 0- Z z (� Z F" W ;s W tl) a a 3 C 00 0) a r W O ' O 5 J J Q CC J a a } llam^^ Vl W z rr Q w o cli Designed: DPS Drawn: JEH Checked: CAD Scale: 1"=20' Date: 11/21/24 Job No.: 06141 Sheet No.: C4 4 of 9 Sheets STORM WATER 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 TmAND 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. C. PIPE MATERIAL SHALL BE AS APPROVED BY THE CITY. D. DRAINAGE EASEMENTS ARE REQUIRED FOR DRAINAGE SYSTEMS DESIGNED TO CONVEY FLOWS THROUGH INDIVIDUAL LOTS. E. THE DEVELOPER AND/OR CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE LOCATIONS OF ALL STUB -OUT CONVEYANCE LINES WITH RESPECT TO THE UTILITIES (E.G., POWER, GAS, TELEPHONE, TELEVISION). F. 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. CARTER LOOP SE SHORT" PLAT A PORTION OF THE NW 1/4 OF THE NE 1/4 AND THE SW 1/4 OF THE NE 1/4 OF SEC. 25, TWP. 17 N., RGE. 1 E. WILLAMETTE MERIDIAN, THURSTON COUNTY, WASHIINGTON II 1 II I II I I I STA. 3+02.04;128.33'LT _ \ - I \ CAP EXISTING 6" WATER LINE - -OP- OP- - OP- - - -:ii; - -OP \ -OP- - - -OP- - - -OP- -- - �Ofi- -- - -OP- - I -gyp- - - -OP- -- - -OP- - - -OP-� T \u -OP- - - -OP-- - -- r, ,-- 0[ -- � - P� � - 8 OP- - - I - - - STA. 1 +09.70;148.48 LT T 35 I EX. FIRE HYDRANT TO BE )` 'J60- � �T�G° 1 1-1RELOCATEDTO ROW \ ° I °�� PROPOSED 30 Lx4 Wx3 D INFILTRATION TRENCH (TYP) �s F�F FINAL DESIGN TO BE PROVIDED W/BUILDING PERMITS 9. 20 0 10 20 a0 SEE DETAIL 4-7 ON SHEET C7 \ °' _ - - 362- ° � a 1 inch 20 feet. EX. FIRE HYDRANT i (TO BE REMOVED) 1 0 - I --------------_=-_ -------, ---------------- r------------------ -- I \ 1 � I(j l p ° j I I I I STA3+21.24; 22.50'LT 1 8»x6 TAPPING SLEEV E S 2 5- 4/ 5,554 5,550 S.F. 5,550 S.F. SEE DETAIL 4-10 ON SHE ET C7 PAD=357.76,004/ S.F. PAD=357.3 1-6" GATE VALVE(FLxMJ)8108 S.F. PAD 359.4 13LF-6 D.I.(CL52) SPOOLPAD=359.5 t 1-FIRE HYDRANT ASSEMBLY - PER DETAIL 4-7 ON SHEET C7 359_- _ _J - - - 1-THRUST BLOCKS L------- 5 8" WATER METER ------ ---- ----- ------------ �F��GF� I FORCE MAIN SERVICES SEE DETAIL ON SHEET C7 � ' I I I s�o ' / --- ----- SEE DETAILS 5-1 & -- /------- TYP---'-----------------------------I ---t 1 _ - 5-2 ON SHEET C6357 (TYP) - / / EX. OIIIES 358 EASEMENT I I PROPOSED 35'Lx4'Wx3'D INFILTRATION i / / /� - _ - 1 -358 TRENCH FOR LOT 6. FINAL DESIGN TO En BE PROVIDED W/BUILDING PERMITS. i / / i' / I I I I I I I �F �s e I I ' v�- -F- --F -w- - �--w-Cp��: � � - w _ -- -w-_ � tni-- - --w-s-�-�-� w- - - -w- L \M- L,4 LJ9;131 S.F. ,F°�_ 'AD=35 F. / °� - --- - --1+{60 CARTER OOP- -2 I0-- - I- - �- -+8+ 0 _ - I - I _ 3+�220 3+130-- \- � -- - - I- -FM--FM- - -FM-----�PU LIC I �'--FM-----FM----FM---LF� FM--FM---FM- - FM----F�1JRESTORE PAVEMENT PER o Ln REMOVE END OF LINE DETAIL 2-10 ON SHEET C4 iF7 ass 118LF 2" HDPE DR11 CLEAN OUT AND ATTACH _ _ _ _ _ _ _ _ _ _ _ SD _ _ _ _ sp _ _ _ _SD _ _ _ _Sp_ _ _ -so o - TO EXISTING 2" FORCE MAIN �i soo 9 - 0 0 9 _ ' EX 10 WALKWAY FAJF NII NT S - CARTER LOOP s s o � 2 kPI HORIZONTAL: 1"=20' - - - -- - - - - - - - - - - Plan Vie I� I 1------------------ infiltration trench roof drain overflow Profile View 4" rigid or 6" flexible splash block A perforated pipe CB sump wlsolid lid --------------. 24" 12" washed rock 1 Y "- l" 1' min ------- 1'min Afine mesh screen varies 10' min. min. Section A -A filter fabric compacted backfill 6'. �- - 42' 4" rigid or 6" flexible perforated pipe 12" r -1 _ _ _ _ _ washed rock 1 Yz" - Y41, 48" NOT TO SCALE wsaFigure III-3.1.2 Typical Downspout Infiltration Trench DEPARTMENT OF Revised November 2015 ECOLOGYPlease see httpl/www.ecy.wa.gov/copyright.htmlfor copyright notice including permissions, State of Washington I limitation of liability, and disclaimer. i/ / -END OF LINE CLEAN OUT / SEE DETAIL ON SHEET C6 19 6,0 1 / EX. FIRE HYDRANT 19 I �7 (TYP) �'y�N9c� ssco°a i 360 - 360 EXISTING GRADE RIGHT OF WAY ---------- --- ---II- ---------- - --- - -- - __ 60" MIN., COVER 118 F-2" HDPE DiliII 1 ------II-EX 8" WATER------- ------ ----L ------------ ---II---- ----------- -------------- ---- ---- �T- 72FORCE M IN =___ _______==-_ _ ____EX 2" FORCE MAIN350 350 - -- ENA 0 L NE C EAN'RT _-+02.0 -- " - - - -- OUT 1 1/4" SEWE LATERAL REMOVE END OF LINE 1 1/4- SEWER TERAL SE DETAIL ON SHEET C6 IE=352.75 CLEAN UT & ATTACH IE=352.15f STA= +11.24 IE 353.05 TO EX. ORCE MAIN 1 1/4 SEWER LATERAL EXISTING GRADE CARTER LOP IE=35 .40f HORIZONTAL: 0' 1"= VERTICAL: 1 "=5' 45 3 345 Ln o0 r, co cfl LO -) r� Ln r LO r) op Ln r`r Ln r7 r: LO r') !� Ln r) r` u7 r7 � r) u7 r7 u7 r) c0 Ln r7 co u7 1`7 co Ln r7 co LO r'-) co Ln - 0+40 0+80 1+20 1+60 2+00 2+40 2+80 3+20 3+30 SANITARY SEWER STUB SCHEDULE LOT# STATION OFFSET 1 3+11,24 24.50'LT 2 1+96.24 24.50'LT 3 1+96.24 24.50'LT 4 0+96.95 24.501T 5 0+96.95 24.501T 6 0+61.00 24.50'LT WATER METER SCHEDULE LOT# STATION OFFSET 1 2+45.26 23.001T 2 2+45.26 23.001T 3 1+38.91 23.00'LT 4 1+38.91 23.001T 5 1+76.15 23.001T 6 1+76.15 23.00'LT CALL 48 HOURS BEFORE YOU DIG DIAL 811 I a oE� S, fN�ff F ✓r� 4702-V w� Gfs�r,av CARTER LOOP SE SHORT' PLAT A PORTION OF THE NW 1/4 OF THE NE 1/4 AND THE SW 1/4 OF THE NE 1/4 OF SEC. 25, TWP. 17 N., RGE. 1 E. WILLAMETTE MERIDIAN, THURSTON COUNTY, WASWINGTON SERVICE BOX - CARSON INDUSTRIES MODEL NO. 1419OR EQUAL (USE IN NON -TRAFFIC AREAS) MODEL NO. 1324-BCF OR EQUAL (USE IN TRAFFIC AREAS) GREEN COVER MARKING TO READ "SEWER" GREEN 12 GA OF HEAVY INSULATED DIRECT BURY COPPER TONING WIRE ALL TONING WIRE SPLICES SHALL FINISH BE CONNECTED BY USING D.B.Y. TSPLICE ONING O EXISTING --\ GRADE KITS MANUFACTURED BY 3M TO STEP TANK \ °OI N u CONNECT TO EXISTING 1" OR 2" CHECK VALVE PVC SERVICE LINE 1" OR 2" KBI BALL VALVE OR EQUAL, SL x SL STEP MAIN 1"OR 2" SCHEDULE 40 PVC SWP 1" OR 2' PVC SWING CHECK-� VALVE SL x SL 1" OR 2" KBI BALL VALVE, SL x SLR 1" OR 2" PVC NIPPLE, SL x SL 1" OR 2" x MAIN DIA. PVC REDUCING TEE SL x SL x SL OR PIPE SADDLE INSTALLATION NOTES: 1. ALL SERVICE LINE CARSON BOXES SHALL BE LOCATED 4' FROM EDGE OF CURB TO CENTER OF CARSON BOX IN PLANTER STRIP ON BOTH SIDES OF ROADWAY. 2. GANG CARSON BOXES SHALL BE LOCATED 3' APART TO CENTER OF BOXES 3. BALL AND CHECK VALVES TO BE INSTALLED IN CARSON BOXES ACCORDING TO DRAWING. 4. NO THREADED CONNECTIONS IN SERVICE LINES 5. TRAFFIC RATED CARSON BOX AND LID MUST BE USED IF IT IS LOCATED WITHIN 1' FROM THE DRIVEWAY TO THE EDGE 6. ALL SERVICE LINE CONNECTIONS SHALL BE SOLVENT WELDED. THE ONLY ACCEPTABLE SOLVENTS AND CEMENTS ARE THOSE THAT ARE RECOMMENDED BY THE PIPE MANUFACTURER. u CITY OF YELM APPROVED BY DWG. NO. TYPICAL 1" AND 2" SERVICE PUBLIC WORKS DIRECTOR DATE 5_1 CONNECTIONS DES MKD DWNMKD CKDDMM DATE 10/2019 PVC SLEEVE SIDEWALK 1" KBI SWING CHECK VALVE 1" KBI BALL VALVE 2"x1"x1"TEE TEE BUSHINGS EXTEND SERVICE LINE 2' BEYOND BACK OF SIDEWALK TYPICAL. GREEN 12 GAUGE OF DIRECT BURY TONING WIRE SERVICE VAVVE BOX (2) CONNECTION MADE WITH DIRECT BURY �- SPLICE KIT (3M DBR OR APPROVED EQUAL) All service line locations shall be marked on the face of the curb With an embossed "S" 1/4 inch into concrete. am 2" SERVICE LINE 2" KBI SWING INSTALL TEE OR _CAPPING CHECK VALVE SADDLE (ROMAC) OR EQUAL AS APPROVED BY THE CITY 2" KBI ��OF YELM BALL VALVE S.T.E.P. MAIN SEE CITY OF YELM TYPICAL DOUBLE SERVICE CONNECTION APPROVED BY DWG. NO. PUBLIC WORKS DIRECTOR DATE 5-2 DATE ES.MKD ID'NMKD CKDDMM 10/2C stiff ( MARKING TO READ "SEWER" WITH M Z COVER RICH NO. 910 VALVE BOX, 0 8" 2'-0" 8„ (TYP.) O n n #4 @ 7" O.C. EACH WAY TOP r_ 6V' P.:' :. _ .. e. ; .:. :.:.. .-' 2 ASPHALT OVER : ° Z O m -nP:':a:;:o >'� : a:;P:.:a 4" CONCRETE WITH #4 REBAR C7 m VALVE NUT EXTENSIONS r r- REQUIRED TO BRING NUT TO ZPVC PIPE WITH PVC PIPE ASTM WITHIN 12" OF THE SURFACE. O THREADED PLUG SDR 21 D-2241 ITE) DRIP 1/2" HOLE OR SLOT FOR C 6 WIRE -I 2"0-90' BEND SIZE AS MAIN (MJxMJ) GATE VALVE SHALL BE SAME LAS GREEN 12 GAUGE OF DIRECT BURY TONING WIRE BLOCK - REQUIRED CONNECT o -0 n CONCRETE -- TO MAINLINE USE g co .' EXPANSION FITTINGS o C) o cn CD a >. Z 7;z o o SAME SIZE SEWER MAIN o A JOINTS. PIPE TO BE SCH 40 PVC PIPE FROM VALVE W/SOLVENT WELD o o' � Q D --i m D � 0 N Z O �a M O RESTORATION SURFACE SEE RESTORATION TABLE ABOVE 8" 1 SEE RESTORATION TABLE FINISHED GRADE- .�i�i�i�i�i�i�i i BACKFILL •RESTORATION •MAINTAIN SIDE SLOPE POSSIBLEAS SEWER LINE ��iv�ivpiv°°vvOvvOiv�aivOivOiv°�ivp�PIPE BEDDING1' FLEXIBLE PIPE PIPE O.D. �w�,ii�G .�i,�i.�i� RESTORATION TABLE 1 SURFACE BACKFILL/ COMPACTION COMMENTS/ OTHER TYPE THICKNESS REQMNTS. REQUIREMENTS MOUND CRUSHED 4" CRUSHED SURFACE SELECT BACKFILL FINISHED GRADE SHALL BE SURFACE TOP COURSE COMPACT TO 95% SMOOTH & CONSISTANT WITH EXISTING 3" MIN. GRADE B A.C. FINISHED ROADWAY TO CONFORM A.C. PAVEMENT OVER PAVING OVER 4" CRUSHED SELECT BACKFILL TO ALL EXISTING GRADES AND GRAVEL BASE SURFACE TOP COURSE COMPACT TO 95% CURBS SLOPES SHALL MATCH C CONCRETE SURFACE MATCH EXISTING SELECT BACKFILL MATCH EXISTING FINISHED (DRIVEWAY/SIDEWALK) CONCRETE THICKNESS COMPACT TO 95% TEXTURE, AND GRADE. HYDROSEED/ PLANTINGS NATIVE BACKFILL FINISHED GRADE SHALL BE LAWN/LANDSCAPE OVER 4" MIN. TYPE A TOP COMPACT TO 85% SMOOTH & CONSISTANT SOIL WITH EXISTING GRADE BACKFILL 2" UNIMPROVED SUFACE N/A NATIVE BACKFILL COMPACT TO 85% ABOVE EXISTING GRADE & SMOOTH CSBC = CRUSHED SURFACE BASE COURSE CSTC = CRUSHED SURFACE TOP COURSE CITY OF YELM TYPICAL PIPE TRENCH APPROVED BY DWG. NO. PUBLIC WORKS DIRECTOR DATE 5-3 iES.MKD DWNMKD CKDDMM DATE 10/ 2019 GENERAL NOTES (PRESSURE SEINER MAIN INSTALLATION) 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 COUNTY RIGHT-OF-WAY, THE CONTRACTOR SHALL NOTIFY THE COUNTY 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. PRESSURE MAINS LESS THAN 4 INCHES IN DIAMETER SHALL BE HDPE SDR 11 OR SCHEDULE 80 PVC ASTM D1784 WITH RUBBER GASKET JOINTS. PRESSURE MAINS 4 INCHES IN DIAMETER OR GREATER SHALL BE HDPE SDR 11 OR PVC C-900DR 14. CERTAIN -TEED CERTA-LOK C-900 R/J PIPE IS APPROVED FOR USE WHERE RESTRAINED JOINTS ARE REQUIRED. WELDED POLY (HDPE) PIPE SHALL BE HI DENSITY ASTM D 3350, SDR 11 4710 SOCKET WELDED OR BUTT FUSION WELDED. HDPE PIPE SHALL BE SIZED BY INSIDE PIPE DIAMETER. FITTINGS AND VALVES SHALL COMPLY WITH SECTION 5.30.040 OF THE DEVELOPMENT GUIDELINES. PIPING FOR SEWER LINES SHALL BE GREEN, WHITE OR BLACK. HDPE SEWER PIPE SHALL BE GREEN OR BLACK WITH A GREEN STRIPE MANUFACTURED ON THE PIPE. 8. SIDE SEWER SERVICES SHALL BE PVC, ASTM D 3034 SDR 35 WITH FLEXIBLE GASKETED OR SOLVENT WELD JOINTS. 9. ALL PLASTIC PIPE AND SERVICES SHALL BE INSTALLED WITH CONTINUOUS TRACER TAPE, INSTALLED 12 TO 18 INCHES 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 OF DIRECT BURY COPPER WIRE WRAPPED AROUND ALL PLASTIC PIPE, BROUGHT UP AND TIED OFF AT VALVE BODY. TAPE SHALL BE TERRA CONTRACTOR. 10. ALL BURIED POWER FOR STEP SYSTEMS SHALL BE INSTALLED WITH CONTINUOUS TRACER TAPE INSTALLED 12 INCHES ABOVE THE BURIED POWER. THE MARKER SHALL BE PLASTIC NON -BIODEGRADABLE, METAL CORE BACKING MARKED "POWER". TAPE SHALL BE FURNISHED BY CONTRACTOR. 11. 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). 12. TEMPORARY STREET PATCHING SHALL BE ALLOWED AS APPROVED BY THE CITY ENGINEER. TEMPORARY STREET PATCHING SHALL BE PROVIDED BY PLACEMENT AND COMPACTION OF A MINIMUM OF 2 INCHES OF ASPHALT CONCRETE COLD MIX. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTENANCE AS REQUIRED. 13. EROSION CONTROL MEASURES SHALL BE TAKEN BY THE CONTRACTOR DURING CONSTRUCTION TO PREVENT INFILTRATION OF EXISTING AND PROPOSED STORM DRAINAGE FACILITIES AND ROADWAYS. 14, TRAFFIC CONTROL PLANS) SHALL BE REQUIRED IN ACCORDANCE WITH THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD). 15. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO HAVE A COPY OF THESE APPROVED PLANS ON CONSTRUCTION SITE AT ALL TIMES. 16. ANY CHANGES TO THE DESIGN SHALL BE REVIEWED AND APPROVED BY THE CITY OF YELM. 17. 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. 18. 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. 19. SINGLE AND DUPLEX FAMILY STEP PUMPING SYSTEMS INSTALLED IN THE CITY OF YELM SHALL BE AN ORENCO CERTIFIED PACKAGE AND BE ACCOMPANIED BY A CERTIFICATE OF ORIGIN LETTER FROM ORENCO. THE CERTIFICATE OF ORIGIN LETTER SHALL BE PRESENTED TO THE CITY INSPECTOR AT TIME OF INSTALLATION AND INSPECTION OF THE PUMPING SYSTEM. PACKAGE COMPONENTS AND INSTALLATION REQUIREMENTS SHALL ALSO COMPLY WITH CITY OF YELM DETAILS. 20. SINGLE AND DUPLEX FAMILY GRINDER SYSTEM SHALL BE MANUFACTURED BY E-ONE (ENVIRONMENT ONE CORPORATION) ONLY AND SHALL BE PURCHASED AND -ONE. THIS INCLUDES THE ELECTRICAL CONTROL PANEL, WIRING FROM PANEL TO PUMP CHAMBER, THE PUMP AND PUMPING COMPONENTS AND PUMP CHAMBER. NO SUBSTITUTION OF PARTS SHALL BE ALLOWED. 21. ALL STEP AND GRINDER SYSTEMS INSTALLED IN COMMERCIAL APPLICATIONS SHALL MEET THE APPLICATIVE ELECTRICAL REQUIREMENTS FOR COMMERCIAL SYSTEMS. 22. PUMP CONTROL PANELS SHALL BE LOCATED ON A GARAGE WALL OR REMOTE POST, 5-FEET FROM TOP OF PANEL TO FINISH GRADE, UNLESS OTHERWISE AUTHORIZED BY THE CITY OF YELM. 23. IN THE EVENT THAT THE DEPARTMENT OF LABOR AND INDUSTRIES OR THE CITY REQUIRES 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-INCH DIAMETER. 24. 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: 1. TANK INSTALLATION, INCLUDING BEDDING AND LOCATION 2. TANK INFILTRATION, EXFILTRATION TEST 3. SANITARY SEWER PRESSURE TEST 4. SERVICE LINE PRESSURE TEST 5. FINAL INSPECTION 25. ALL POSTS USED TO SUPPORT PUMP CONTROL PANELS, SHALL BE HOT DIP GALVANIZED UNISTRUT OR APPROVED EQUAL. CALL 48 HOURS BEFORE YOU DIG DIAL 811 SERVICE SADDLE ROMAC 202S OR ROCKWELL 313 1" x 1" FORD PACK JOINT OR il GRIP CORPORATION STOP 1" POLYETHYLENE LINE-\ BALL VALVE (CURB STOP) WITH PACK JOINT 2% SLOPE TO BOX 24" TO EDGE OF BOX o. CURB ° \ °..©.�..... \ GREEN 12 GAUGE OF DIRECT BURY TONING WIRE WRAPPED AROUND THE PIPE (SEE GENERAL NOTES NO. G) 1" x 1" FORD PACK JOINT FCORPORATION STOP TYPE Fil 1101 1" PLASTIC LINE (USE 200 221/� PSI PHILLIPS DRISCO PIPE 5100 POLYETHYLENE PIPE) FORD B61-444 BALL VALVE - WITH PACK JOINT & SERVICE SADDLE FEMALE I.P. THREADS FORD U88-43 BRANCH PIECE, OR EQUAL 7 1 /2" WITH MALE I.P. INLET AND COUPLING FOR CONNECTIONS TO METER SETTER CARTER LOOP SE SHORT' PLAT A PORTION OF THE NW 1/4 OF THE NE 1/4 AND THE SW 1/4 OF THE NE 1/4 OF SEC. 25, TWP. 17 N., RGE. 1 E. WILLAMETTE MERIDIAN, THURSTON COUNTY, WASHINGTON METER BOX CENTERED ON EXTENDED LOT LINE 24" METER CHECK VALVEi 1' METER 12" 12" PROPERTY LINE A.Y. MCDONALD MFG. CO. 720 SERIES, FORD VBH 72-15W, MUELLER B2402-R2AG15, AY-McDO NALD 20-412WCDD44, METER SETTER 5/8"X3/4" METER 15" TALL UFR METE SETTER WITH CHECK VALVE, UNION NUT AND SWIVEL FOR CONNECTING 1" IRON PIPE NOTES: 1. STAINLESS STEEL INSERTS REQUIRED FOR ALL PACK JOINTS AND GRIP. 2. ALL SERVICE SADDLES SHALL AND FITTINGS SHALL HAVE I.P. THREADS. 3. APPROVED METER BOX LID - *FLUSH COVER WITH PLASTIC OR CAST IRON READ DOOR BOX- *OLD CASTLE BOX 1118BCF *OR PRE APPROVED EQUAL 4. ALL SERVICE LINE LOCATIONS SHALL BE MARKED ON THE FACE OF THE CURB WITH AN EMBOSSED "W" 1/4 INCH INTO CONCRETE. CITY OF YELM APPROVED BY DWG. NO, 4-2 5/8" DUAL METER SERVICE PUBLIC WORKS DIRECTOR DATE DATE 12/2016 DES.MKD DWNMKD CKDJEG 12" -t- RECESSED HANDLE TYPE COVER �- INLAND FOUNDRY #248 VALVE 3' x 3' x 4" CLASS16 3/4" y BOX WITH "WATER" CAST IN 3000 CONCRETE 10 8 3/4" LID OR OFCO 910 PAD SECTION 6" OUTSIDE PAVED AREA FINISHED GRADE BLUE 12 GAUGE OF I �10" OR 18" DIRECT BURY INSULATED SEAL WITH COPPER TONING WIRE 6" SDR 21 PVC PIPE CONFORMING AR4000W TO ASTM D2241. RISER PIPE TO ACP BE PLUMB AND CENTERED OVER 1i� 0 CSTC w VALVE STEM. Q o 1 14 z a BALLAST z `t' VALVE STEM RISER REQUIRED 0.5' CONCRETE CL 3000 WHEN MAX. 36" IS EXCEEDED (LENGTH VARIES) INSIDE PAVED ROADWAY TRENCH BOTTOM VALVE STEM EXTENSION LEGEND 1. VALVE OPERATING NUT OR 1 7/8" X 1 7/8" X 2" HIGH GRADE STEEL GATE VALVE SHOWN -SIMILAR WELDED TO RISER SHAFT. INSTALLATION REQUIRED FOR 2. 3/16" Thk X 5 1/5" DIA STEEL GUIDE PLATE WELDED TO RISER SHAFT. BUTTERFLY VALVES. 3. 2"X2"X 3/16" SQUARE STRUCTURAL STEEL TUBING TO FIT OPERATING NUT. LENGTH AS REQUIRED. NOTE: 1. ALL VALVES MUST HAVE BLUE 12 GAUGE OF DIRECT BURY INSULATED COPPER TONING WIRE TIED OFF AT VALVE BODY, EXTENDED OUTSIDE PVC RISER PIPE THEN EXTENDED ONE FOOT TOP OF VALVE BOX. ALL VALVES 2" AND LARGER MUST SAT ON CONCRETE SUPPORT BLOCK 2. ALL WELDS TO SHAFT SHALL BE 1/4" FILLET WELD ALL AROUND. %of STANDARD VALVE BOX APPROVED BY DWG. N0, PUBLIC WORKS DIRECTOR DATE 4-11 )ES.MKD DWNMKD CKDJEG DATE / 12 2016 PAINT HYDRANT SUN YELLOW HIGH GRADE ENAMEL # 13312----� r4" A TO SUIT - TRENCH DEPTH 8" i i TOP VIEW HYDRANT LOCK 14-- LIMITS OF PAYMENT WEATHER SHIELD AND HYDRANT LOCK BONNET 2 1 /2" HOSE CONNECTION WITH THREADS 4 1/2" STEAMER CONNECTION 2 WITH NST THREADS & 5" STORZ ADAPTER STYLE S-37 W/SC CAP 18"-24" STANDPIPE 3' MINIMUM - EACH PIPE JOINT 6" #1106 EBAA IRON, INC. . V Nt 6" CLASS 52 DUCTILE IRON PIPE CUT TO LENGTH 6" GATE VALVE, FL X MJ SEE NOTE BELOW VARIES I- 4"X8"X16" CONCRETE BLOCK HYDRANT SHOE BACKFILL TO TOP OF DRAIN RING HOUSING BOLTS WITH 2" WASHED ROCK AS SHOWN 6' X 6' SHEET OF 11 MIL, PLASTIC OR CON- STRUCTION FABRIC, COVERING 2" WASHED ROCK m �.2.5'_ Lc:)MIN. w U Q HYDRANT OFFSET SEE VALVE BOX AND VALVE STEM DETAIL-4-11 FINISHED GRADE 6" FLANGED FIRE HYDRANT TEE PLASTIC BARRIER BETWEEN � THRUST BLOCK AND TEE CONCRETE THRUST BLOCK CAST -IN -PLACE AGAINST FITTING ONLY NOTES 1. HYDRANTS SHALL BE LOCATED IN ACCORDANCE WITH SECTION 6.060. IN ADDITION, A MINIMUM THREE FOOT RADIUS UNOBSTRUCTED WORKING AREA SHALL BE PROVIDED AROUND ALL HYDRANTS. 2. HYDRANTS SHALL BE DRESSER M & H RELIANT STYLE 129, CLOW MEDALLION OR AMERICAN AVK SERIES 2780 OR MUELLER CENTURION 3. GATE VALVES SHALL BE RESILIENT WEDGE NRS WITH 0-RING SEALS. VALVE ENDS SMALL BE MECHANICAL JOINT BY ANSI FLANGES. VALVES SHALL CONFORM TO AWWA 509-80. VALVES SHALL BE MUELLER M&H, KENNEDY, CLOW R/W OR WATEROUS SERIES 500. 4. FIRE HYDRANT LOCK PAYMENT IS REQUIRED CITY WILL ORDER AND INSTALL. CITY OF YELM 40 FIRE HYDRANT APPROVED BY DWG. NO. PUBLIC WORKS DIRECTOR DATE 4-7 DES. DWN. CKD. DA 12 2016 MKD MKU JEG_ TOP VIEW 1/ TOP VIEW TOP VIEW WYE SIDE VIEW /\\/\\/\ / ' / ✓\� \l,\ .. `d-� .:°f//� SIDE VIEW SIDE VIEW TEE CROSS GATE VALVE HORIZ. BEND .' KI TEE WITH CROSS WITH CROSS WITH PLUG OR CAP PLUG PLUG PLUGS / 45' - 90' VERTICAL BEND NOTES: 1. CONCRETE THRUST BLOCKING TO BE POURED AGAINST UNDISTURBED EARTH. 2. PLASTIC BARRIER SHALL BE PLACED BE-TWEEN ALL THRUST BLOCKS & FITTINGS. 3. ANCHOR REBAR SHALL BE 5/8" MINIMUM DIAMETER. CITY OF YELM APPROVED BY DWG. N0. 4-13 STANDARD BLOCKING DETAIL PUBLIC WORKS DIRECTOR DATE DATE DES.MKD DWNMKD I CKDJEG 441 12 2016 / LIVE TAP CONCRETE THRUST BLOCK (TYP) TAPPING VALVE L FL x MJ STAINLESS STEEL TAPPING SLEEVE VALVE AND SLEEVE SHALL BE SUPPORTED AND BACKFILLED AS SHOWN BELOW -RIGHT. GROUND GATE VALVE FLxMJ BLUE 12 GAUGE OF DIRECT BURY INSULATED TEE COPPER TONING WIRE 1/3 DIAMETER OF PIPE aJ CONTROLLED DENSITY BACKFILL-/l- - 2''� POURED WIDTH OF TRENCH CONCRETE SUPPORT BLOCK FOR VALVES 2" CONCRETE AND LARGER THRUST BLOCK - NOTES: 1. 11 MIL PLASTIC OR CONSTRUCTION FABRIC SHALL BE WRAPPED AROUND PIPE AND FITTINGS BEFORE THRUST BLOCK AND BACKFILL ARE POURED. 2. MJ CUT IN TEES SHALL NOT BE PERMITTED. 3. SUPPORT VALVE AND SLEEVE CONTINUOUSLY THROUGH INSTALLATION CITY OF YELM APPROVED BY DWG. N0, 4-10 CONNECTION TO EXISTING MAIN PUBLIC WORKS DIRECTOR DATE DATE 2/2016 DES.MKD DWNMKD CKDJEG THRUST LOADS THRUST AT FITTINGS IN POUNDS AT 200 POUNDS PER SQUARE INCH OF WATER PRESSURE PIPE DIAMETER 90' BEND 45' BEND 22-1/2- BEND 11-1/4' BEND DEAD END OR TEE 4" 3,600 2,000 1,000 500 2,600 6" 8,000 4,400 2,300 1,200 5,700 8" 14,300 7,700 4,000 2,000 10,100 10" 22,300 12,100 6,200 3,100 15,800 12" 32,000 17,400 8,900 4,500 22,700 14" 43,600 23,600 12,100 6,100 30,800 16" 57,000 30,800 15,700 7,900 40,300 NOTES: POURED AGAINST UNDISTURBED EARTH. FITTING 1. BLOCKING SHALL BE CEMENT CONCRETE CLASS 3000 IN PLACE GA SHALL BE ISOLATED FROM CONCRETE THRUST BLOCK WITH PLASTIC OR SIMILAR MATERIAL. 2. TO DETERMINE THE BEARING AREA OF THE THRUST BLOCK IN SQUARE FEET (S.F.). EXAMPLE : 12" - 90' BEND IN SAND AND GRAVEL 32,000 LBS - 3000 LB/S.F. = 10.7 S.F. OF AREA 3. AREAS MUST BE ADJUSTED FOR OTHER PIPE SIZE, PRESSURES AND SOIL CONDITIONS. 4. BLOCKING SHALL BE ADEQUATE TO WITHSTAND FULL TEST PRESSURE AS WELL AS TO CONTINUOUSLY WITHSTAND OPERATING PRESSURE UNDER ALL CONDITIONS OF SERVICE. SAFE SOIL BEARING LOADS _ FOR HORIZONTAL THRUSTS WHEN THE DEPTH OF COVER OVER THE PIPE EXCEEDS 2 FEET SOIL POUNDS PER SQUARE FOOT MUCK, PEAT 0 SOFT CLAY 1,000 SAND 2,000 SAND & GRAVEL 3,000 SAND & GRAVEL 4,000 CEMENTED WITH CLAY HARD SHALE 10,000 THRUSTLOADS APPROVED BY DWG. N0. 4-14 PUBLIC WORKS DIRECTOR DATE ES.MKD DWNMKD CKDJEG DATE 12/ 2016 GENERAL NOTES [WATER MAIN INSTALLATIONI 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: 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. 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. 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. 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 0-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, WATEROUS SERIES 500, OR AVK. EXISTING VALVES TO BE OPERATED BY CITY EMPLOYEES ONLY. 5. HYDRANTS SHALL BE M & H RELIANT STYLE 129, MUELLER CENTURION, CLOW MEDALLION, OR AVK. HYDRANTS SHALL BE BAGGED UNTIL SYSTEM IS APPROVED. 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 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 12 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. u WHERE CONNECTIONS REQUIRE FIELD VERIFICATION CONNECTION POINTS WILL BE Q , 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, CALL 4.8 HOURS BEFORE YOU DIG DIAL 811