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20090023 Approved Construction Plans 06162009c 0 0 rl N 0 N m 0 D v VICINITY MAP 89TH AVE. SE. w qa z Z W Q a � 93RD AVE. SE. yF� �qV SITE A { Dr m A D FOR SURVEY EQUIPMENT UTILIZE O SURVEY PERFORMED WITH A 3" TOTAL STATION, USING TRAVERSE AND RADIAL SURVEY METHODS. SURVEY MEETS OR EXCEEDS ACCURACY REQUIREMENTS CONTAINED IN W.A.C. 332.130.090. FILL SPECIFICATION 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: 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)8, IT SHALL BE SHORED AND CRIBBED, THE CONTRACTOR ALONE SHALL BE RESPONSIBLE FOR WORKERS SAFETY AND PETRA ENGINEERING ASSUMES NO RESPONSIBILITY. ALL TRENCH SAFETY SYSTEMS SHALL MEET THE REQUIREMENTS OF THE WASHINGTON INDUSTRIAL SAFETY AND HEALTH ACT, CHAPTER 49.17 RCW. UTILITY NOTE: 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. PETRA ENGINEERING ASSUMES NO LIABILITY FOR THE LOCATION OF UNDERGROUND UTILITIES. TOPOGRAPHIC NOTE: THE EXISTING CULTURAL AND TOPOGRAPHICAL DATA SHOWN ON THESE DRAWINGS HAS BEEN PREPARED, IN PART, BASED UPON INFORMATION FURNISHED BY OTHERS. WHILE THIS INFORMATION IS BELIEVED TO BE RELIABLE, PETRA ENGINEERING CANNOT ENSURE ACCURACY AND THUS IS NOT RESPONSIBLE FOR THE ACCURACY OF THAT INFORMATION OR FOR ANY ERRORS OR OMISSIONS WHICH MAY HAVE BEEN INCORPORATED INTO THESE DRAWINGS AS A RESULT. CALL 48 HRS BEFORE YOU DIG 1 -800- 424 -5555 REMAND BATTING CAGES COVER SHEET SEC. 24 / TWP. 17 1RGE. 1 E., W.M. THURSTON COUNTY, WA CITY OF YELM V 2,654.14' PER R.o.S. V.1e 1PG.9) V A� Av fib, FOUND MAG NAIL 006'S. OF STORM CATCH BASIN' SUBDIVISION LINE HELD FOR SR 510 CENTERLINE CURRENT 11 N a� i+ 542,42, i "AOS (5E) CONSTRUCTION ON ROADWAY. RM � Fir f PI -"' @ s-'v+'� �� `1�� ,, r� \+'� \, i A '- POSSIBLE POINT 836A7 POSI ➢ON. Ny� —_ _— -- Ric' t; OF VlAy - \�_ ._. x..______ __.K._.._ __.xr___ _y_____.,.. _ -r -_ _x -.J,�x \x- r� �` "'dam /\ �•.T _ i \ Q!j,'2 ��\ TVA \ ,, /y` \ S \\` c - \+ +• yPi,/ r aF4 fTAR i S �t j E3R? . (.A/k VALvES 7 a RIM 3 + El 54NIiaPY s^ -t llfhdc, �iPOM f2= M �S4A '+�O;A I qfiSf IN 5 1 +33 -1 +00 NOR'\ i'ff E(`P(4N gig \ p n PIS I 93RD A // E� 3 +: PF 1""'A ")s 04R) BY: DATE: DEVEL MENT REVIEW ENGINEER APPROVAL EXPIRES: �— 1" = 3�0' 0 15 30 60 VERTICAL DATUM THURSTON COUNTY SURVEY CONTROL NETWORK (NORTH AMERICAN VERTICAL DATUM 1988) HELD ELEVATION 330.98 FOR CONTROL POINT NO. 252 SURFACE BRASS MONUMENT 0.32 MILES WEST OF SR -510 ON 93RD AVE. S.E. (ALSO BEING HELD AS THE N.W. CORNER OF SECTION 24) �° — 1588'16 -2 E 115.00' IN i—\F i50 LL -. 4 a -i .r z +oo o� 1z °A3s r�:, OF BEARINGS _ h. N _ Of1 Di ' �"O I i cXIS111U E MAIN o ^ ?..,, b \ \� / V �o i n -r v f1E-N y -° 7 5 V A ` F "iC SURVEY CONTROL NETWORK PROJECTINFO OWNERICUENT: ENGINEER: TERRY HETLAND PETRA ENGINEERING, LLC 15802 104TH AVE. SE 535 DOCK STREET STE. 213 YELM, WA 98597 TACOMA, WA 98402 - TEL: 253- 752 -7617 55i SURVEYOR: SETBACKS: PRIZM SURVEYING, INC. -FRONT YARD: P.O. BOX 110700 ' SANI t +P` Sf W✓'R � + rL TACOMA, WA 98411 -SIDE YARD: TEL: 253- 404 -0983 FILL SPECIFICATION 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: 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)8, IT SHALL BE SHORED AND CRIBBED, THE CONTRACTOR ALONE SHALL BE RESPONSIBLE FOR WORKERS SAFETY AND PETRA ENGINEERING ASSUMES NO RESPONSIBILITY. ALL TRENCH SAFETY SYSTEMS SHALL MEET THE REQUIREMENTS OF THE WASHINGTON INDUSTRIAL SAFETY AND HEALTH ACT, CHAPTER 49.17 RCW. UTILITY NOTE: 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. PETRA ENGINEERING ASSUMES NO LIABILITY FOR THE LOCATION OF UNDERGROUND UTILITIES. TOPOGRAPHIC NOTE: THE EXISTING CULTURAL AND TOPOGRAPHICAL DATA SHOWN ON THESE DRAWINGS HAS BEEN PREPARED, IN PART, BASED UPON INFORMATION FURNISHED BY OTHERS. WHILE THIS INFORMATION IS BELIEVED TO BE RELIABLE, PETRA ENGINEERING CANNOT ENSURE ACCURACY AND THUS IS NOT RESPONSIBLE FOR THE ACCURACY OF THAT INFORMATION OR FOR ANY ERRORS OR OMISSIONS WHICH MAY HAVE BEEN INCORPORATED INTO THESE DRAWINGS AS A RESULT. CALL 48 HRS BEFORE YOU DIG 1 -800- 424 -5555 REMAND BATTING CAGES COVER SHEET SEC. 24 / TWP. 17 1RGE. 1 E., W.M. THURSTON COUNTY, WA CITY OF YELM V 2,654.14' PER R.o.S. V.1e 1PG.9) V A� Av fib, FOUND MAG NAIL 006'S. OF STORM CATCH BASIN' SUBDIVISION LINE HELD FOR SR 510 CENTERLINE CURRENT 11 N a� i+ 542,42, i "AOS (5E) CONSTRUCTION ON ROADWAY. RM � Fir f PI -"' @ s-'v+'� �� `1�� ,, r� \+'� \, i A '- POSSIBLE POINT 836A7 POSI ➢ON. Ny� —_ _— -- Ric' t; OF VlAy - \�_ ._. x..______ __.K._.._ __.xr___ _y_____.,.. _ -r -_ _x -.J,�x \x- r� �` "'dam /\ �•.T _ i \ Q!j,'2 ��\ TVA \ ,, /y` \ S \\` c - \+ +• yPi,/ r aF4 fTAR i S �t j E3R? . (.A/k VALvES 7 a RIM 3 + El 54NIiaPY s^ -t llfhdc, �iPOM f2= M �S4A '+�O;A I qfiSf IN 5 1 +33 -1 +00 NOR'\ i'ff E(`P(4N gig \ p n PIS I 93RD A // E� 3 +: PF 1""'A ")s 04R) BY: DATE: DEVEL MENT REVIEW ENGINEER APPROVAL EXPIRES: �— 1" = 3�0' 0 15 30 60 VERTICAL DATUM THURSTON COUNTY SURVEY CONTROL NETWORK (NORTH AMERICAN VERTICAL DATUM 1988) HELD ELEVATION 330.98 FOR CONTROL POINT NO. 252 SURFACE BRASS MONUMENT 0.32 MILES WEST OF SR -510 ON 93RD AVE. S.E. (ALSO BEING HELD AS THE N.W. CORNER OF SECTION 24) �° — 1588'16 -2 E 115.00' IN i—\F i50 LL -. 4 a -i .r z +oo o� 1z °A3s r�:, OF BEARINGS _ h. N _ Of1 Di ' �"O I i cXIS111U E MAIN o ^ ?..,, b \ \� / V �o i n -r v f1E-N y -° 7 5 V A ` F "iC SURVEY CONTROL NETWORK SHEET INDEX C1 0 COVER SHEET C2.0 T.E.S.C. PLAN C2.1 T.E.S.C. NOTES & DETAILS C3.0 GRADING & STORM DRAINAGE PLAN C3.1 GRADING & STORM DRAINAGE NOTES & DETAILS C4.0 ON -SITE STEP SYSTEM PLAN & PROFILE C4.1 ON -SITE STEP SYSTEM NOTES & DETAILS C4.2 ON -SITE STEP SYSTEM NOTES & DETAILS C5.0 ON -SITE WATER SYSTEM PLAN & PROFILE C5.1 ON-SITE WATER SYSTEM NOTES & DETAILS C6.0 UTILITY SYSTEM MAP I I i II I i i 14 N i �.r Ji c 0 GRN``I. 343-_ _ �,rAl i 0 v° PA - -- - II PROPOSED SIGN y LOCATION ll I II II i�� SWALE i II II -I ----- - - - - -� 05}, r _ _. SITE DATA PARCEL* 21724210600 SITE AREA: 1'l 00' 1- r 9300 SE YELM AVENUE PROPOSED BATTING _CAGE BUILDING - _ 55i � �4, 35' SETBACKS: o�c�3 -FRONT YARD: 15' ' SANI t +P` Sf W✓'R � + rL � c4 �f % -SIDE YARD: RIM Tab 75 s" PN S�sVt2 PO + \. -♦- ! RWrvi J45.79 \� WATERVALVE SiUi @4t CU' �,2T J UTILITY POLE e— LE 34',JS, vc'S S'CPM'-UL :A,r FOUND MONUMENT AS NOTED ® 1 ADS OS I s „RP`il PROPOSED SANITARY SEWER MANHOLE I PROPOSED SANITARY SEWER CLEAN -OUT Qa EXISTING STORM DRAIN MANHOLE ® z ❑ EXISTING CATCH BASIN m � ID wi 1.0� /0 /o FINISH GRADE SLOPE —x— FILTER FABRIC FENCE S2AZP�N�P UNDERGROUND SANITARY SEWER LINE —SD— 21 —w— I PON 3 ¢— STREET LIGHT SHEET INDEX C1 0 COVER SHEET C2.0 T.E.S.C. PLAN C2.1 T.E.S.C. NOTES & DETAILS C3.0 GRADING & STORM DRAINAGE PLAN C3.1 GRADING & STORM DRAINAGE NOTES & DETAILS C4.0 ON -SITE STEP SYSTEM PLAN & PROFILE C4.1 ON -SITE STEP SYSTEM NOTES & DETAILS C4.2 ON -SITE STEP SYSTEM NOTES & DETAILS C5.0 ON -SITE WATER SYSTEM PLAN & PROFILE C5.1 ON-SITE WATER SYSTEM NOTES & DETAILS C6.0 UTILITY SYSTEM MAP I I i II I i i 14 N i �.r Ji c 0 GRN``I. 343-_ _ �,rAl i 0 v° PA - -- - II PROPOSED SIGN y LOCATION ll I II II i�� SWALE i II II -I ----- - - - - -� 05}, r _ _. ,, BOX (NO R H AM COUNTY DATUM E Piz rte_v,v'+,L� r \V! rn„ 2h 3:'.p7 (NORTH AMERICAN DATUM 1983191) " � 'A ES FOR THE -0 TH LINE OF THE _ r A L HELD NORTH 88 1626 W T R °^ NORTHWEST QUARTER OF SECTION 24 \ \ y ' - -Fr N� r'EtR , iA,rw h� ✓.,�Vps-R� �\ \ � �` \\ �, �\ .may \`. 0040 N. CS , I p. r Un ✓L : �/ \ \E ti ` blr��.' \Y a' J C,a i r t;ii ICis "'I'M 347.G4 r STC RM CIA ',ERi, „ - S NI ll Y SEINE R \ y- 344,,07, 12"ADS T ZN2101,0 ,r, \ \ /':�x j 31 oTORU CATCH (}AS q N R IM, - -Ni''> 1RF3 8R!_tk r x ,I PP fF. = 4 a , IL'A!) (SE) FUTURE COMMERCIAL 4s` 'I DEVELOPMENT v i iL 0 OND FENCE I� w �u I � ';INFILTRATION POND I ° it1jJ IJ.]J_I J,JJ JII UCH % 'PA \'Ex AREA BREAK DOWN: I BUILDING: 8,000.00 SF � PARKING STALLS: 14 \ EXISTING WELL HOUSE TO BE DECOMMISSIONED I � LEGAL DESCRIPTION THE WEST 115 FEET OF THE EAST 230 FEET OF THE WEST 345 FEET OF THE NORTH 432 FEET OF THAT PART OF THE NORTHEAST QUARTER OF THE NORTHWEST QUARTER OF SECTION 24, TOWNSHIP 17 NORTH, RANGE 1 EAST, W.M., LYING SOUTHWESTERLY OF SECONDARY STATE HIGHWAY NO. 6.1. EXCEPTING THEREFROM THE NORTH 30 FEET FOR COUNTY ROAD KNOWN AS RATHBURN ROAD, RECORDS OF THURSTON COUNTY, WASHINGTON. SITUATE IN THE CITY OF YELM, COUNTY OF THURSTON, STATE OF WASHINGTON. SITE DATA PARCEL* 21724210600 SITE AREA: 1'l 00' 1- \ P 9300 SE YELM AVENUE PROPOSED BATTING _CAGE BUILDING 80'X100' 51000.00 SF \ � �4, 35' SETBACKS: ,, BOX (NO R H AM COUNTY DATUM E Piz rte_v,v'+,L� r \V! rn„ 2h 3:'.p7 (NORTH AMERICAN DATUM 1983191) " � 'A ES FOR THE -0 TH LINE OF THE _ r A L HELD NORTH 88 1626 W T R °^ NORTHWEST QUARTER OF SECTION 24 \ \ y ' - -Fr N� r'EtR , iA,rw h� ✓.,�Vps-R� �\ \ � �` \\ �, �\ .may \`. 0040 N. CS , I p. r Un ✓L : �/ \ \E ti ` blr��.' \Y a' J C,a i r t;ii ICis "'I'M 347.G4 r STC RM CIA ',ERi, „ - S NI ll Y SEINE R \ y- 344,,07, 12"ADS T ZN2101,0 ,r, \ \ /':�x j 31 oTORU CATCH (}AS q N R IM, - -Ni''> 1RF3 8R!_tk r x ,I PP fF. = 4 a , IL'A!) (SE) FUTURE COMMERCIAL 4s` 'I DEVELOPMENT v i iL 0 OND FENCE I� w �u I � ';INFILTRATION POND I ° it1jJ IJ.]J_I J,JJ JII UCH % 'PA \'Ex AREA BREAK DOWN: I BUILDING: 8,000.00 SF � PARKING STALLS: 14 \ EXISTING WELL HOUSE TO BE DECOMMISSIONED I � LEGAL DESCRIPTION THE WEST 115 FEET OF THE EAST 230 FEET OF THE WEST 345 FEET OF THE NORTH 432 FEET OF THAT PART OF THE NORTHEAST QUARTER OF THE NORTHWEST QUARTER OF SECTION 24, TOWNSHIP 17 NORTH, RANGE 1 EAST, W.M., LYING SOUTHWESTERLY OF SECONDARY STATE HIGHWAY NO. 6.1. EXCEPTING THEREFROM THE NORTH 30 FEET FOR COUNTY ROAD KNOWN AS RATHBURN ROAD, RECORDS OF THURSTON COUNTY, WASHINGTON. SITUATE IN THE CITY OF YELM, COUNTY OF THURSTON, STATE OF WASHINGTON. - - ' -- - - SITE DATA PARCEL* 21724210600 SITE AREA: 46,402.42 SF 11.07 ACRES SITE ADDRESS: 9300 SE YELM AVENUE YELM, WA ZONING: CA (COMMERCIAL) MAX. BLDG. HGT.: 40' SETBACKS: o�c�3 -FRONT YARD: 15' -REAR YARD: 20' -SIDE YARD: 10' - - ' -- - - EXISTING CONTOUR - - --- 350' - - - -- PROPOSED CONTOUR Y-) CLEARING LIMITS i O UG PROPOSED ASPHALTICONCRETE o�c�3 JJ EXISTING CONCRETE O TELEPHONE RISER -♦- FIRE HYDRANT D4 WATERVALVE O UTILITY POLE e— ANCHOR WIRE FOUND MONUMENT AS NOTED ® CALCULATED POSITION OF MONUMENT OS EXISTING SANITARY SEWER MANHOLE PROPOSED SANITARY SEWER MANHOLE ♦ PROPOSED SANITARY SEWER CLEAN -OUT Qa EXISTING STORM DRAIN MANHOLE ® PROPOSED STORM DRAIN MANHOLE ❑ EXISTING CATCH BASIN m PROPOSED CATCH BASIN ID EXISTING WATER METER 1.0� /0 /o FINISH GRADE SLOPE —x— FILTER FABRIC FENCE —SS— UNDERGROUND SANITARY SEWER LINE —SD— UNDERGROUND STORM DRAINAGE LINE —w— UNDERGROUND WATER LINE c� SIGN ¢— STREET LIGHT C. ¢ 0 m1 11 o O F- U N LL � w w w L 00 a U U of W a a a 0 z N < / x Gtl W M--�1 z 9z W (� QH M II ¢ R O N W O UG m g o�c�3 H � J ¢z s w U 4 � o = z• O o O SHEET I OF 11 Cl ♦ 0 0r:rrivEl II4N ! 2 %'i9 EROSION CONTROL NOTES 1. ON -SITE EROSION CONTROL MEASURES SHALL BE THE RESPONSIBILITY OF THE DEVELOPER. ANY PROBLEMS OCCURRING BEFORE FINAL ACCEPTANCE OF THE STORM SYSTEM BY THE MUNICIPALITY SHALL BE CORRECTED BY THE APPLICANT AND /OR CONTRACTOR. 2. IN CASE EROSION OR SEDIMENTATION OCCURS TO ADJACENT PROPERTY, ALL CONSTRUCTION WORK WITHIN THE DEVELOPMENT THAT WILL AGGRAVATE THE SITUATION MUST CEASE AND THE APPLICANT /CONTRACTOR SHALL IMMEDIATELY COMMENCE RESTORATION OR MITIGATION MEASURES. RESTORATION ACTIVITY SHALL CONTINUE UNTIL SUCH TIME AS THE PROBLEM IS RECTIFIED. 3. ALL EROSION AND SEDIMENTATION CONTROL DEVICES SHOWN ON THIS DRAWING SHALL BE INSTALLED PRIOR TO OR AS THE FIRST STAGE OF SITE PREPARATION. 4. SHOULD THE TEMPORARY EROSION AND SEDIMENTATION CONTROL MEASURES AS SHOWN ON THIS DRAWING NOT PROVE ADEQUATE TO CONTROL EROSION AND SEDIMENTATION, THE APPLICANT /CONTRACTOR SHALL INSTALL ADDITIONAL FACILITIES AS NECESSARY TO PROTECT ADJACENT PROPERTIES, SENSITIVE AREAS, NATURAL WATER COURSES, AND /OR STORM DRAINAGE SYSTEMS. 5. IN ANY AREA WHICH HAS BEEN STRIPPED OF VEGETATION OR EXPERIENCED LAND DISTURBING ACTIVITIES AND WHERE NO FURTHER WORK IS ANTICIPATED FOR A PERIOD EXCEEDING THE LISTED CRITERIA: MAY 1 TO SEPTEMBER 30 - 5 DAYS OCTOBER 1 TO APRIL 30.2 DAYS ALL DISTURBED AREAS MUST BE IMMEDIATELY STABILIZED WITH MULCHING, GRASS PLANTING, OR OTHER APPROVED EROSION CONTROL TREATMENT APPLICABLE TO THE TIME OF YEAR IN QUESTION. GRASS SEEDING ALONE WILL BE ACCEPTABLE ONLY DURING THE MONTHS OF APRIL THROUGH SEPTEMBER, INCLUSIVE. SEEDING MAY PROCEED, HOWEVER, WHENEVER IT IS IN THE INTEREST OF THE APPLICANTICONTRACTOR, BUT MUST BE AUGMENTED WITH MULCHING, NETTING, OR OTHER TREATMENT. PLASTIC COVERING MAY BE USED TEMPORARILY PER THE T.E.S.C. LEAD'S DIRECTIVE. 6. THE PROJECT SURVEYOR WILL BE RESPONSIBLE FOR FIELD LOCATING THE CLEARING LIMITS AND ESTABLISHING THOSE BOUNDARIES WITH BRIGHT COLORED FLAGGING. THE CONTRACTOR SHALL CLEAR TO THE LIMITS AS ESTABLISHED ON THIS PLAN AND AS FLAGGED IN THE FIELD, 7. THE MUNICIPALITY SHALL BE RESPONSIBLE FOR THE INSPECTION AND ACCEPTANCE OF ALL CLEARING AND GRADING WORK AND EROSION AND SEDIMENTATION CONTROL FACILITIES. THE APPLICANT AND /OR CONTRACTOR SHALL NOTIFY THE MUNICIPALITY FORTY -EIGHT HOURS IN ADVANCE OF EACH REQUIRED EROSION AND SEDIMENT CONTROL INSPECTION. INSPECTION NO. 1 - INSTALLATION OF EROSION CONTROL FACILITIES/PRIOR TO CLEARING. INSPECTION NO. 2 - COMPLETION OF CLEARING. INSPECTION NO. 3 - UPON COMPLETION OF EXCAVATION, FILLING, AND EARTHWORK. INSPECTION NO.4 - COMPLETION OF PROJECT. INSPECTION NO.5 - AS NEEDED TO DETERMINE COMPLIANCE WITH APPROVED PLANS AND /OR SPECIFICATIONS. (DOES NOT REQUIRE ADVANCE NOTICE.) 8. ALL WORK ASSOCIATED WITH STABILIZING THE DISTURBED AREAS SHALL BE IN ACCORDANCE WITH THE WSDOT STORMWATER MANAGEMENT MANUAL FOR THE PUGET SOUND BASIN 1997. 9. ALL NECESSARY FACILITIES SHALL BE MAINTAINED ON SITE TO PREVENT DEBRIS, DUST, AND MUD FROM ACCUMULATING ON THE PUBLIC RIGHT -OF -WAY. CALL 48 HRS BEFORE YOU DIG 1 -800- 424 -5555 HETLAND BATTING CAGES T.E.S.C. PLAN SEC. 24 / TWP. 17/RGE. 1 E. W.M. THURSTON COUNTY, WA CITY OF YELM A/ / \ r , N (2,654.14' PER R.O.S. K79/PG.9) � J \n \� � 'a G,A?, a l< I Atid- ��A'�"� `c •a FOUND MAC NAIL 0.06'S. OF IORM CATCH BASIN SUBDIVISION LINE, HELD FOR RN 34632 SR -510 CENTERLINE CURRENT N 342 4< 12 'A`JS (SE) CONSTRUCTION ON ROADWAY. STORtM ^ULVER -I --1 'J-i FFBAa' & GA's. "A'?- � '(2 '\A °v� \.A';:. -1'< --,/ �`. 41 LE- - 343 3a, 73 ADS\ F ck' = a45,24 �I �_ -__ -__ - -I CAT VALVES x l d" y RIM = 34762 - �!d" 1�ORM, �P'Aja 4 SANI S CL I.E. - AI I RIM "44.59 t� � _ - T AiALWER NI C100i I II R!M 55454 IV T�3 Too 588 °1626 °E NORIII '-IN L L m s� 0 +00 ° +s0 93RD_Qo__ "- 11500' Zb!,�cR ��--`- SAN - I_ - --+d6"� �J - _ IY z ' °o II XISTINC SLEP MAI'Sry i i ; --------- . _ CPT.Hi r + �__ - -_ I IY RIM = 3457' . -V l J41 ;WR- SFWER ECX \ray / RIM 45.79 t- - STORM CU i/FR -- 346 ... I.E. 34326, tF Ai2S STf>R h Cil Vt41 143.53, 12 ADS I PROVIDE TEMPORARY CONSTRUCTION ENTRANCE I PER r2 z z ZT�2N2X�N�Y z I aQfA ' 3 I � I !1 .4 CLEARING & GRADING LIMITS (TYP.) Iw � o N 0 I= ' w -- ro I u o INSTALL TEMPORARY z z FILTER FABRIC FENCING ; I I� PERe ( , I W CPPV'Vl. i I I I I A6�,' i J i i I' 345__.._- __ _- ._--- -__-------- --- -- L� -_.._. i l FILTER FABRIC B FENCING .A \ WELL 41 „ `a^ 2 +00 , 7 ._ POSSIBLE POINT 836AZ POSITION. 12/9/08 �I �_ -__ -__ - -I CAT VALVES d y RIM = 34762 - �!d" 1�ORM, �P'Aja CATCH BASH I Vj I.E. - AI I .c f E. _= V/ - -SANLR Y SEIM72 EOX RIM 34 .117 I II IV �J IY II + �__ - -_ I IY -- 1 I a.. n / I ""C I III- III 11 �� I I � TEMPORARY III I I ,� I I M POND4B0� OM III � _ J X U B < F-E � V � l FILTER FABRIC B FENCING .A \ WELL 41 „ `a^ 2 +00 , 7 ._ POSSIBLE POINT 836AZ POSITION. 12/9/08 SANITARY SEWER CAT VALVES y RIM = 34762 - �!d" 1�ORM, �P'Aja CATCH BASH RIM = 34708 I.E. - 343.08 2 'ADS (NW) .c f E. _= 343.06. 12 'ADS (SE) - -SANLR Y SEIM72 EOX RIM 34 .117 & 004 dER SANITARY SFbVFR , 47 0e G04 (.08'S. Gt GA7. VAN'S \� \ RIM -- 547. 4 F \ 11, , v 1 IS'ADI A:N,TARY SEVJFR GAIT JNt VAS' � �} O RIM 317168 � ��Zk`L` cTORM CAT' H BASIN RIM = 3 705 CURB H REAk i.fF, -4195, 12"A OS (SE i (T ) O� A POND TO BE USED AS TEMPORARY SEDIMENTATION POND UNTIL SITE HAS BEEN STABILIZED. POND IS THEN 1 TO BE CLEANED OF ANY SEDIMENT OR - DEBRIS AND GRADED TO DESIGN ELEVATION. trzc � ttLLIJ- i I_r_I- f � �;F�`�1Cl�t3t�n ' 1�ULT RNTG _ i °a (L - -j J.. i., J.. IJJJJ.J_ - �� -L -� TEMPORARY SEDIMENT POND SURFACE AREA: 3,755 �JJJ �J SF TOP OF TRAP: 346.00 BOTTOM OF TRAP: 341.50 HA i i. jJj JJ_ J , JJ.� J_11. �JJJ J 0 v S!�� "EC?' Vito, A lq} - 0,7' / >zn nns I / I / I i AP V OR CONSTRUCTION Y: DATE: EVEL MENT REVIEW ENGINEER A ROVAL EXPIRES: 1" = 30, o t�> •�so VERTICAL DATUM THURSTON COUNTY SURVEY CONTROL NETWORK (NORTH AMERICAN VERTICAL DATUM 1988) HELD ELEVATION 330.98 FOR CONTROL POINT NO. 252 SURFACE BRASS MONUMENT 0.32 MILES WEST OF SR -510 ON 93RD AVE. S.E. (ALSO BEING HELD AS THE N.W. CORNER OF SECTION 24) BASIS OF BEARINGS THURSTON COUNTY SURVEY CONTROL NETWORK (NORTH AMERICAN DATUM 1983/91) HELD NORTH 88 °16'26" WEST FOR THE NORTH LINE OF THE NORTHWEST QUARTER OF SECTION 24 STOCKPILED TOPSOIL NOTES I. 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 STOCKPILES MUST BE PREVENTED. 3. TOPSOIL SHALL NOT BE PLACED WHILE IN 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. PROJECT SEQUENCE 1. STAKE/FLAG CLEARING AND CONSTRUCTION LIMITS 2. ARRANGE AND ATTEND PRE - CONSTRUCTION MEETING WITH AGENCY, OWNER, AND ENGINEER. 3. CLEAR PROJECT AREA WITHIN FLAGGED CLEARING LIMITS. 4. PROVIDE TEMPORARY CATCH BASIN SEDIMENT PROTECTION FOR FIRST CATCH BASIN IMMEDIATELY DOWNSTREAM PER INLET PROTECTION DETAIL. 5. PROVIDE STORM DRAIN INSTALLATION PER DETAILS. 6. FINAL GRADE PROJECT AREA AND PROVIDE FINAL SURFACING TREATMENTS. REMOVE SEDIMENT ACCUMULATIONS FROM CATCH BASIN SUMPS. 7. EROSION CONTROL MEASURES ARE TO REMAIN IN PLACE UNTIL PERMANENT STABILIZATION OF THE SITE, 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 AT 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. Q, 0 (n J Q a z, n LL }O F � O � w W o a 0 Z w w V z W z Iii Ei 4"" W � O y 0 N U� .¢I U QQ y m q w Fi s Y m aa oQE �i w � �S a U ^- z •- I � I O o O S11EET 2 OF 11 C200 c 0 a m 0 m 0 0 cn m a 0 0 U ro 0 3 v m v �o m 2 T ro ro 0 n 0 O U N a` a FILTER FABRIC MATERIAL IN CONTINUOUS ROLLS USE STAPLES OR WIRE RINGS TO ATTACH FABRIC TO WIRE WIRE MESH SUPPORT FENCE FOR FILTER C IL ER F ABRIC OC � � crt vrt cuV NHLCry 1 WIRE MESH SUPPORT FENCE (TO BE LOCATED ON THE DOWNHILL SIDE OF THE FILTER FABRIC) -� FILTER FABRIC PROVIDE WASHED GRAVEL BACKFILL, 34" - 3" IN TRENCH AND ON BOTH SIDES OF FILTER FENCE FABRIC ON THE SURFACE CALL 48 HRS BEFORE YOU DIG 1- 800 - 424 -5555 BURY BOTTOM OF FILTER MATERIAL IN 8 "02" TRENCH 2"x2 "x5' WOOD POSTS. STANDARD OR BETTER OR EQUIVALENT WRY BOTTOM OF =1LTER MATERIAL N 8 "x12" TRENCH HETLAND BATTING CAGES T.E.S.C. NOTES & DETAILS SEC. 24 / TWP. 17 1RGE. 1 E, W.M. THURSTON COUNTY, WA CITY OF YELM FILTER FABRIC FENCE NOTES 1. FILTER FABRIC SHALL BE PURCHASED IN A CONTINUOUS ROLL AND CUT TO THE LENGTH OF THE BARRIER TO AVOID USE OF JOINTS. WHEN JOINTS ARE NECESSARY, FILTER CLOTH SHALL BE SPLICED TOGETHER ONLY AT THE SUPPORT POST, WITH A MINIMUM 6 -INCH OVERLAP, AND SECURELY FASTENED AT BOTH ENDS TO POST, 2. POST SHALL BE SPACED A MAXIMUM OF 6 FEET APART AND DRIVEN SECURELY INTO THE GROUND (MINIMUM OF 30 INCHES). 13. A TRENCH SHALL BE EXCAVATED APPROXIMATELY 81NCHES WIDE AND 12 INCHES DEEP ALONG THE LINE OF POST AND UPSLOPE FROM THE BARRIER. THIS TRENCH SHALL BE BACKFILLED WITH WASHED GRAVEL. 4. WHEN STANDARD STRENGTH FILTER FABRIC IS USED, A WIRE MESH SUPPORT FENCE SHALL BE FASTENED SECURELY TO THE UPSLOPE SIDE OF THE POST USING A HEAVY-DUTY WIRE STAPLES AT LEAST 1 INCH LONG, TIE WIRES OR HOG RINGS.THE WIRE SHALL EXTEND INTO THE TRENCH A MINIMUM OF 4 INCHES AND SHALL NOT EXTEND MORE THAN 24 INCHES ABOVE THE ORIGINAL GROUND SURFACE. 5. THE STANDARD STRENGTH FILTER FABRIC SHALL BE STAPLED OR WIRED TO THE FENCE, AND 20 INCHES OF THE FABRIC SHALL BE EXTENDED TO THE TRENCH. THE FABRIC SHALL NOT EXTBND MORE THAN 24 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 IS USED, THE WIRE MESH SUPPORT FENCE MAY BE ELIMINATED. IN SUCH CASE, THE FILTER FABRIC IS STAPLED OR WIRED DIRECTLY TO THE POST WITH ALL OTHER PROVISIONS OF ABOVE NOTES APPLYING. 7. FILTER FABRIC FENCES SHALL NOT BE REMOVED BEFORE THE UPSLOPE AREA HAS BEEN PERMANENTLY STABILIZED. 8. FILTER FABRIC FENCES SHALL BE INSPECTED IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL. ANY REQUIRED REPAIRS SHALL BE MADE IMMEDIATELY. 9. SILT FENCES WILL BE INSTALLED PARALLEL TO ANY SLOPE CONTOURS. 10. CONTRIBUTING LENGTH TO FENCE WILL NOT BE GREATER THAN 100 FEET. 11. DO NOT INSTALL BELOW AN OUTLET PIPE OR WEIR. 12. INSTALL DOWNSLOPE OF EXSPOSED AREAS. 13. DO NOT DRIVE OVER OR FILL OVER SILT FENCES. cz. QFILTER FABRIC FENCE N.T.S. WOODEN STAKE (TYP) METAL FRAME AND GRATE FOR CATCH BASIN AND INLET- ELEVATION CONSTRUCTION GEOTEXTILE FOR SILT FENCE SEDIMENT SUMP WASHED ROCK (SEE NOTE 3) PERIMETER SEDIMENT SUMP BURIED CONSTRUCTION GEOTEXTILE FOR SILT FENCE INLET PROTECTION NOTES SEE WSDOT STANDARD SPECIFICATIONS SECTION 8- 01.3(8) DO NOT PLACE CONSTRUCTION GEOTEXTILE SILT FENCE UNDER OR ON TOP OF GRATE WASHED ROCK SHALL BE IN ACCORDANCE WITH WSOOT STANDARD SPECIFICATIONS SECTION 9- 03.1(4)C, AASHTO GRADING NO. 57 CONSTRUCTION ENTRANCE NOTES 1. MATERIAL SHALL BE 4 INCH TO 8 INCH QUARRY SPALLS (4 TO 6 INCH FOR RESIDENTIAL SINGLE FAMILY LOTS) AND MAY BE TOP - DRESSED WITH 1 INCH TO 3 INCH ROCK. (STATE STANDARD SPECIFICATIONS, SECTION 8 -15.) 2. THE ROCK PAD SHALL BE AT LEAST 12 INCHES THICK AND 50 FEET LONG (20 FEET FOR SITES WITH LESS THAN 1 ACRE OF DISTURBED SOIL). WIDTH SHALL BE THE FULL WIDTH OF THE VEHICLE INGRESS AND EGRESS AREA. SMALLER PADS MAY BE APPROVED FOR SINGLE- FAMILY RESIDENTIAL AND SMALL COMERCIAL SITES. 3. ADDITIONAL ROCK SHALL BE ADDED PERIODICALLY TO MAINTAIN PROPER FUNCTION OF PAD. 4. IF THE PAD DOES NOT ADEQUATELY REMOVE THE MUD FROM THE VEHICLE WHEELS, THE WHEELS SHALL BE HOSED OFF BEFORE THE VEHICLE ENTERS A PAVED STREET. THE WASHING SHALL BE DONE IN AN AREA COVERED WITH CRUSHED ROCK AND WASH WATER SHALL DRAIN TO A SEDIMENT RETENTION FACILITY OR THROUGH A SILT FENCE. Op.O '�NeG R =25' 6" MIN. FOR RESIDENTIAL SINGLE FAMILY LOTS 4" TO 6" QUARRY SPALLS FOR RESIDENTIAL SINGLE FAMILY LOTS -J �a� rQ''cF RFy �F`44��i•V yL�RPO F +a0WtiQRsTgQ �OSQ�RF�ti o� ° o „Ra4n z CONSTRUCTION ENTRANCE ROCK PAD 1 m CROSS SECTION N.T.S. WOODEN STAKE DRIVEN INTO GROUND 18" MIN. DEPTH 6 "DEEP 12" WIDE DATE: REVIEW ENGINEER APPROVAL EXPIRES: VERTICAL DATUM THURSTON COUNTY SURVEY CONTROL NETWORK (NORTH AMERICAN VERTICAL DATUM 1988) HELD ELEVATION 330.98 FOR CONTROL POINT NO. 252 SURFACE BRASS MONUMENT 0.32 MILES WEST OF SR-510 ON 93RD AVE. S.E. (ALSO BEING HELD AS THE N.W. CORNER OF SECTION 24) BASIS OF BEARINGS THURSTON COUNTY SURVEY CONTROL NETWORK (NORTH AMERICAN DATUM 1983/91) HELD NORTH 88 °16'26" WEST FOR THE NORTH LINE OF THE NORTHWEST QUARTER OF SECTION 24 K w —8 m w � Ul 41. 9) w 2 f w w r r O O U U a a W Q 0 Q 0 ti a V w 0 d z w a In o'no b T 1� h W" W O� 7 u�u Q 1T� E? O h " M ry N O V h T w� U F m w .I z U � � W r � r 2 � I I 290 Slffif3OF11 C2.1 0 iv GROUND SURFACE N 6' MAX 2'W" WOOD POSTS. STANDARD, OC � � crt vrt cuV NHLCry 1 WIRE MESH SUPPORT FENCE (TO BE LOCATED ON THE DOWNHILL SIDE OF THE FILTER FABRIC) -� FILTER FABRIC PROVIDE WASHED GRAVEL BACKFILL, 34" - 3" IN TRENCH AND ON BOTH SIDES OF FILTER FENCE FABRIC ON THE SURFACE CALL 48 HRS BEFORE YOU DIG 1- 800 - 424 -5555 BURY BOTTOM OF FILTER MATERIAL IN 8 "02" TRENCH 2"x2 "x5' WOOD POSTS. STANDARD OR BETTER OR EQUIVALENT WRY BOTTOM OF =1LTER MATERIAL N 8 "x12" TRENCH HETLAND BATTING CAGES T.E.S.C. NOTES & DETAILS SEC. 24 / TWP. 17 1RGE. 1 E, W.M. THURSTON COUNTY, WA CITY OF YELM FILTER FABRIC FENCE NOTES 1. FILTER FABRIC SHALL BE PURCHASED IN A CONTINUOUS ROLL AND CUT TO THE LENGTH OF THE BARRIER TO AVOID USE OF JOINTS. WHEN JOINTS ARE NECESSARY, FILTER CLOTH SHALL BE SPLICED TOGETHER ONLY AT THE SUPPORT POST, WITH A MINIMUM 6 -INCH OVERLAP, AND SECURELY FASTENED AT BOTH ENDS TO POST, 2. POST SHALL BE SPACED A MAXIMUM OF 6 FEET APART AND DRIVEN SECURELY INTO THE GROUND (MINIMUM OF 30 INCHES). 13. A TRENCH SHALL BE EXCAVATED APPROXIMATELY 81NCHES WIDE AND 12 INCHES DEEP ALONG THE LINE OF POST AND UPSLOPE FROM THE BARRIER. THIS TRENCH SHALL BE BACKFILLED WITH WASHED GRAVEL. 4. WHEN STANDARD STRENGTH FILTER FABRIC IS USED, A WIRE MESH SUPPORT FENCE SHALL BE FASTENED SECURELY TO THE UPSLOPE SIDE OF THE POST USING A HEAVY-DUTY WIRE STAPLES AT LEAST 1 INCH LONG, TIE WIRES OR HOG RINGS.THE WIRE SHALL EXTEND INTO THE TRENCH A MINIMUM OF 4 INCHES AND SHALL NOT EXTEND MORE THAN 24 INCHES ABOVE THE ORIGINAL GROUND SURFACE. 5. THE STANDARD STRENGTH FILTER FABRIC SHALL BE STAPLED OR WIRED TO THE FENCE, AND 20 INCHES OF THE FABRIC SHALL BE EXTENDED TO THE TRENCH. THE FABRIC SHALL NOT EXTBND MORE THAN 24 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 IS USED, THE WIRE MESH SUPPORT FENCE MAY BE ELIMINATED. IN SUCH CASE, THE FILTER FABRIC IS STAPLED OR WIRED DIRECTLY TO THE POST WITH ALL OTHER PROVISIONS OF ABOVE NOTES APPLYING. 7. FILTER FABRIC FENCES SHALL NOT BE REMOVED BEFORE THE UPSLOPE AREA HAS BEEN PERMANENTLY STABILIZED. 8. FILTER FABRIC FENCES SHALL BE INSPECTED IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL. ANY REQUIRED REPAIRS SHALL BE MADE IMMEDIATELY. 9. SILT FENCES WILL BE INSTALLED PARALLEL TO ANY SLOPE CONTOURS. 10. CONTRIBUTING LENGTH TO FENCE WILL NOT BE GREATER THAN 100 FEET. 11. DO NOT INSTALL BELOW AN OUTLET PIPE OR WEIR. 12. INSTALL DOWNSLOPE OF EXSPOSED AREAS. 13. DO NOT DRIVE OVER OR FILL OVER SILT FENCES. cz. QFILTER FABRIC FENCE N.T.S. WOODEN STAKE (TYP) METAL FRAME AND GRATE FOR CATCH BASIN AND INLET- ELEVATION CONSTRUCTION GEOTEXTILE FOR SILT FENCE SEDIMENT SUMP WASHED ROCK (SEE NOTE 3) PERIMETER SEDIMENT SUMP BURIED CONSTRUCTION GEOTEXTILE FOR SILT FENCE INLET PROTECTION NOTES SEE WSDOT STANDARD SPECIFICATIONS SECTION 8- 01.3(8) DO NOT PLACE CONSTRUCTION GEOTEXTILE SILT FENCE UNDER OR ON TOP OF GRATE WASHED ROCK SHALL BE IN ACCORDANCE WITH WSOOT STANDARD SPECIFICATIONS SECTION 9- 03.1(4)C, AASHTO GRADING NO. 57 CONSTRUCTION ENTRANCE NOTES 1. MATERIAL SHALL BE 4 INCH TO 8 INCH QUARRY SPALLS (4 TO 6 INCH FOR RESIDENTIAL SINGLE FAMILY LOTS) AND MAY BE TOP - DRESSED WITH 1 INCH TO 3 INCH ROCK. (STATE STANDARD SPECIFICATIONS, SECTION 8 -15.) 2. THE ROCK PAD SHALL BE AT LEAST 12 INCHES THICK AND 50 FEET LONG (20 FEET FOR SITES WITH LESS THAN 1 ACRE OF DISTURBED SOIL). WIDTH SHALL BE THE FULL WIDTH OF THE VEHICLE INGRESS AND EGRESS AREA. SMALLER PADS MAY BE APPROVED FOR SINGLE- FAMILY RESIDENTIAL AND SMALL COMERCIAL SITES. 3. ADDITIONAL ROCK SHALL BE ADDED PERIODICALLY TO MAINTAIN PROPER FUNCTION OF PAD. 4. IF THE PAD DOES NOT ADEQUATELY REMOVE THE MUD FROM THE VEHICLE WHEELS, THE WHEELS SHALL BE HOSED OFF BEFORE THE VEHICLE ENTERS A PAVED STREET. THE WASHING SHALL BE DONE IN AN AREA COVERED WITH CRUSHED ROCK AND WASH WATER SHALL DRAIN TO A SEDIMENT RETENTION FACILITY OR THROUGH A SILT FENCE. Op.O '�NeG R =25' 6" MIN. FOR RESIDENTIAL SINGLE FAMILY LOTS 4" TO 6" QUARRY SPALLS FOR RESIDENTIAL SINGLE FAMILY LOTS -J �a� rQ''cF RFy �F`44��i•V yL�RPO F +a0WtiQRsTgQ �OSQ�RF�ti o� ° o „Ra4n z CONSTRUCTION ENTRANCE ROCK PAD 1 m CROSS SECTION N.T.S. WOODEN STAKE DRIVEN INTO GROUND 18" MIN. DEPTH 6 "DEEP 12" WIDE DATE: REVIEW ENGINEER APPROVAL EXPIRES: VERTICAL DATUM THURSTON COUNTY SURVEY CONTROL NETWORK (NORTH AMERICAN VERTICAL DATUM 1988) HELD ELEVATION 330.98 FOR CONTROL POINT NO. 252 SURFACE BRASS MONUMENT 0.32 MILES WEST OF SR-510 ON 93RD AVE. S.E. (ALSO BEING HELD AS THE N.W. CORNER OF SECTION 24) BASIS OF BEARINGS THURSTON COUNTY SURVEY CONTROL NETWORK (NORTH AMERICAN DATUM 1983/91) HELD NORTH 88 °16'26" WEST FOR THE NORTH LINE OF THE NORTHWEST QUARTER OF SECTION 24 K w —8 m w � Ul 41. 9) w 2 f w w r r O O U U a a W Q 0 Q 0 ti a V w 0 d z w a In o'no b T 1� h W" W O� 7 u�u Q 1T� E? O h " M ry N O V h T w� U F m w .I z U � � W r � r 2 � I I 290 Slffif3OF11 C2.1 c 6 a n 0 N rn 0 N m i a 0 I c� HETLAND BATTING CAGES GRADING & STORM DRAINAGE PLAN SEC. 24 / Ti 17 1RGE. I E., W.M. THURSTON COUNTY, WA CITY OF YELM (2,654.74' PER R.O.$. 0 79 /1.9) � FOUND MAG NAIL 0.06'S. OF ✓ \ ' Si Acly rtK. \ \ SUBDIVISION LINE, HELD FOR = T r >� \ �,\ \� \AC C iM 3nn ° SR -510 CENTERLINE CURRENT ii l(P1 t I rr -g dB ?� M ,,� /,y\ Es'� As �\ A AV Ai �'- f. 642,4i?, iZ A: rS (SEA CONSTRUC110N ON ROADWAY jJ MR � MONI ) / —_ '!/\ \�\ J MATCH; 1 \,�. t 54 V'1 /I, '.Etr r Al,I,? `4� EXISTING .. MATCH - _ _ ! t __ _ E•/ > = - op . :?-- - I- —> -- - o t+ �/r J €X j/ S882+ 0 +50 RD AVg, 6E 115.00' _Ni ' \ ✓� — - -- - -- — 2 +aa 3 12' llF =III II 11 1 ii� — 111 24" 4 — - -111_1 �I (I TITi= 11 jjm II= _ III 11TI11- ' III 111 -11 I I1 =11 � ' CONVEYANCE SWALE CROSS SECTION N.T.S. CALL 48 HRS BEFORE YOU DIG 1- 800 - 424 -5555 z I I w z w z I i I ---------------- I I I � 'Ssi ,� -tB( ._,/._.. 347 0 r SS3, 6, !2r0i SI')t?U LIl ,x §J 12 ^7S 20' WIDE ASPHALT VpVfl ACCESS ROAD —� Is, I z -- i (S w I, T: J� i I ; I i 8'LANDSCAPE BUFFER 21� 2a2� PPN PROVIDE 15' WIDE ACCESS GATE SEE LANDSCAPE PLAN FOR FENCE REQUIREMENTS RIP RAP OUTF, 95LF 6" PVC @ 1,1 % — 26LF 4" PVC @ 1.0% MIN. I DUMPSTER LOCATION 6' FENCE --2 I GOLF 4" PVC - @ 1.0% MIN. 34ff.6FF __ 80-.------- 1 11 CONVEYANCE SWALE PER�1 I I 3.0 II PROPOSED CULVERT FOR FUTURE DRIVEWAY' p LOCATION I�I , 10' WIDE GRAVEL ACCESS II y I 6 MIN. OF" CRUSHED ROCK ROOF DRAIN STUB d I CAP & MARK - 4 , r r POND Bib r ELi . I wm� mmm JVVV in r,13 +11.44, FF= 347106''`I �- oii,08, rJtl BY: DATE: DEVEL PMENT REVIEW ENGINEER APPROVAL EXPIRES: i" — 30' 0 15 30 60 VERTICAL DATUM THURSTON COUNTY SURVEY CONTROL NETWORK (NORTH AMERICAN VERTICAL DATUM 1988) HELD ELEVATION 330.98 FOR CONTROL POINT NO. 252 SURFACE BRASS MONUMENT 0.32 MILES WEST OF SR510 ON 93RD AVE. S.E. (ALSO BEING HELD AS THE N.W. CORNER OF SECTION 24) ,M 0y iI'�A- r P r �.\ r . ,, BASIS OF BEARINGS RIL 1 SORln cU Vr RI __ lr t, "' SE: w.��O . - ,cN ZI ..4 a F. F4VER/ "va„� V r 4 G7, 12"A DS ii V A` \A` " A "� A °= R COUNTY SURVEY CONTROL NETWORK (NO 1 '� ; M 4/ 6t3 � � A ��\ ✓ � V (NORTH H AM AMERICAN DATUM 1983/91) HELD NORTH 88 °16'26" WEST FOR THE NORTH LINE OF THE NORTHWEST QUARTER OF SECTION 24 S'I� a4 CATi `3AS)N F \ ��- FUTURE COMMERCIAL : r\ DEVELOPMENT \ 8'LANDSCAPE \ BUFFER I !t �I R1C'It4�(�i. i _ -- LI LT INFILTRATION POND DWL= 342.70 v 4' HIGH CHAIN LINK FENCE j -BLACK OR GREEN VINYL COATED) 4i N�:i I 3 ` I 1 T, WIDE@ J1'si F B RM III! Ir i0Bl&ILTRATON ,�§WALE @ 1.5% 34p_6s_: sI I� ASPHALT WEDGE ij _-CURB PER�3 C3.1 I —EI '.-TURNA NO �- 347.00 1 ZN21 N 21 i P 51 SIDEWALK & CURB WHEELSTOPS SER C3.1 �58LF 4" PVC I @ 1,0% MIN. 801 % 10`!1 �t 00LF 4' PVC 8,000.00 SF V @ 1.0% MIN. 80' \�,�� I �iI DOWNSPOUTS I (TYP.) - 15'LANDSCAPE BUFFER 0 0 V v., STANDARD STORMWATER NOTES 1. ALL WORKMANSHIP AND MATERIALS SHALL BE IN ACCORDANCE WITH COUNTY STANDARDS AND THE MOST CURRENT COPY OF THE STATE OF WASHINGTON STANDARD SPECIFICATIONS FOR, ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION (WSDOT /APWA) AND AS AMENDED BY THE COUNTY OR THE STATE. 2. TEMPORARY EROSION/WATER POLLUTION PREVENTION MEASURES SHALL BE REQUIRED IN ACCORDANCE WITH SECTION "T.15, AS MODIFIED BY THE APWA SUPPLEMENT, OF THE CURRENT STATE OF WASHINGTON STANDARD SPECIFICATIONS AND THE PIERCE COUNTY STORMWATER MANAGEMENT MANUAL. SHOULD THE TEMPORARY EROSION AND SEDIMENTATION CONTROL MEASURES AS SHOWN ON THIS DRAWING NOT PROVE ADEQUATE TO CONTROL EROSION AND SEDIMENTATON, THE CONTRACTOR SHALL INSTALL ADDITIONAL FACILITIES AS NECESSARY TO PROTECT ADJACENT PROPERTIES, SENSITIVE AREAS, NATURAL WATER COURSES, AND /OR STORM DRAINAGE SYSTEMS. 3. CALL THE UNDERGROUND LOCATE LINE 1- 800 - 424 -5555 A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATIONS. 4. THE STORM DRAINAGE SYSTEM SHALL BE CONSTRUCTED ACCORDING TO APPROVED PLANS ON FILE WITH THE COUNTY. ANY SIGNIFICANT DEVIATION FROM THE APPROVED PLANS WILL REQUIRE WRITTEN APPROVAL FROM THE ENGINEER. 5. A COPY OF THE APPROVED STORMWATER PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 6. ALL EROSION CONTROL AND STORMWATER FACILITIES SHALL BE REGULARLY INSPECTED AND MAINTAINED BY THE CONTRACTOR DURING CONSTRUCTION. 7. IT SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND OTHER RELATED OR REQUIRED PERMITS PRIOR TO ANY CONSTRUCTION ACTIVITY IN THE MUNICIPALITY'S RIGHT -OF -WAY. IT SHALL ALSO BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN ALL REQUIRED PERMITS PRIOR TO ANY CONSTRUCTION. THE CONTRACTOR SHALL ABIDE BY ALL REQUIREMMENTS FOR TRAFFIC CONTROL & SAFETY WHEN WORKING IN THE ROAD RIGHT -OF -WAY. 8. THE CONTRACTOR SHALL NOTIFY THE PROJECT ENGINEER IN THE EVENT OR DISCOVERY OF POOR SOILS, STANDING GROUNDWATER, OR SEVERE DISCREPANCIES FROM SOIL LOG DESCRIPTIONS AS NOTED ON THE PLANS. 9. FOR PUBLIC SYSTEMS, THE CONTRACTOR SHALL CALL FOR INSPECTION 48 HOURS PRIOR TO COVERING ANY DRAINAGE STRUCTURE. 10, ALL DRAINAGE STRUCTURES, SUCH AS CATCH BASINS AND MANHOLES, NOT LOCATED WITHIN THE TRAVELED ROADWAY OR SIDEWALK, SHALL HAVE SOLID LOCKING LIDS. ALL DRAINAGE STRUCTURES ASSOCIATED WITH A PERMANENT RETENTION /DETENTION FACILITY SHALL HAVE SOLID LOCKING LIDS. 0 2 aw o O U � w N LL � (7 W W 00 ° L L a U U a a 0 0 z N r r g w ti W zz r -1 rn b W 1y w II F V(w'D y •- o Q y m �Y °z $ 00 SHEET 4 OF 11 Car 0 S V i 0 POSSIBLE POINT 836AZ POSITION. 12/9/08 ,ANIFAR; SFIOIr IF A T VALVES / ./ IHM A c \d �- oii,08, rJtl BY: DATE: DEVEL PMENT REVIEW ENGINEER APPROVAL EXPIRES: i" — 30' 0 15 30 60 VERTICAL DATUM THURSTON COUNTY SURVEY CONTROL NETWORK (NORTH AMERICAN VERTICAL DATUM 1988) HELD ELEVATION 330.98 FOR CONTROL POINT NO. 252 SURFACE BRASS MONUMENT 0.32 MILES WEST OF SR510 ON 93RD AVE. S.E. (ALSO BEING HELD AS THE N.W. CORNER OF SECTION 24) ,M 0y iI'�A- r P r �.\ r . ,, BASIS OF BEARINGS RIL 1 SORln cU Vr RI __ lr t, "' SE: w.��O . - ,cN ZI ..4 a F. F4VER/ "va„� V r 4 G7, 12"A DS ii V A` \A` " A "� A °= R COUNTY SURVEY CONTROL NETWORK (NO 1 '� ; M 4/ 6t3 � � A ��\ ✓ � V (NORTH H AM AMERICAN DATUM 1983/91) HELD NORTH 88 °16'26" WEST FOR THE NORTH LINE OF THE NORTHWEST QUARTER OF SECTION 24 S'I� a4 CATi `3AS)N F \ ��- FUTURE COMMERCIAL : r\ DEVELOPMENT \ 8'LANDSCAPE \ BUFFER I !t �I R1C'It4�(�i. i _ -- LI LT INFILTRATION POND DWL= 342.70 v 4' HIGH CHAIN LINK FENCE j -BLACK OR GREEN VINYL COATED) 4i N�:i I 3 ` I 1 T, WIDE@ J1'si F B RM III! Ir i0Bl&ILTRATON ,�§WALE @ 1.5% 34p_6s_: sI I� ASPHALT WEDGE ij _-CURB PER�3 C3.1 I —EI '.-TURNA NO �- 347.00 1 ZN21 N 21 i P 51 SIDEWALK & CURB WHEELSTOPS SER C3.1 �58LF 4" PVC I @ 1,0% MIN. 801 % 10`!1 �t 00LF 4' PVC 8,000.00 SF V @ 1.0% MIN. 80' \�,�� I �iI DOWNSPOUTS I (TYP.) - 15'LANDSCAPE BUFFER 0 0 V v., STANDARD STORMWATER NOTES 1. ALL WORKMANSHIP AND MATERIALS SHALL BE IN ACCORDANCE WITH COUNTY STANDARDS AND THE MOST CURRENT COPY OF THE STATE OF WASHINGTON STANDARD SPECIFICATIONS FOR, ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION (WSDOT /APWA) AND AS AMENDED BY THE COUNTY OR THE STATE. 2. TEMPORARY EROSION/WATER POLLUTION PREVENTION MEASURES SHALL BE REQUIRED IN ACCORDANCE WITH SECTION "T.15, AS MODIFIED BY THE APWA SUPPLEMENT, OF THE CURRENT STATE OF WASHINGTON STANDARD SPECIFICATIONS AND THE PIERCE COUNTY STORMWATER MANAGEMENT MANUAL. SHOULD THE TEMPORARY EROSION AND SEDIMENTATION CONTROL MEASURES AS SHOWN ON THIS DRAWING NOT PROVE ADEQUATE TO CONTROL EROSION AND SEDIMENTATON, THE CONTRACTOR SHALL INSTALL ADDITIONAL FACILITIES AS NECESSARY TO PROTECT ADJACENT PROPERTIES, SENSITIVE AREAS, NATURAL WATER COURSES, AND /OR STORM DRAINAGE SYSTEMS. 3. CALL THE UNDERGROUND LOCATE LINE 1- 800 - 424 -5555 A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATIONS. 4. THE STORM DRAINAGE SYSTEM SHALL BE CONSTRUCTED ACCORDING TO APPROVED PLANS ON FILE WITH THE COUNTY. ANY SIGNIFICANT DEVIATION FROM THE APPROVED PLANS WILL REQUIRE WRITTEN APPROVAL FROM THE ENGINEER. 5. A COPY OF THE APPROVED STORMWATER PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 6. ALL EROSION CONTROL AND STORMWATER FACILITIES SHALL BE REGULARLY INSPECTED AND MAINTAINED BY THE CONTRACTOR DURING CONSTRUCTION. 7. IT SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND OTHER RELATED OR REQUIRED PERMITS PRIOR TO ANY CONSTRUCTION ACTIVITY IN THE MUNICIPALITY'S RIGHT -OF -WAY. IT SHALL ALSO BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN ALL REQUIRED PERMITS PRIOR TO ANY CONSTRUCTION. THE CONTRACTOR SHALL ABIDE BY ALL REQUIREMMENTS FOR TRAFFIC CONTROL & SAFETY WHEN WORKING IN THE ROAD RIGHT -OF -WAY. 8. THE CONTRACTOR SHALL NOTIFY THE PROJECT ENGINEER IN THE EVENT OR DISCOVERY OF POOR SOILS, STANDING GROUNDWATER, OR SEVERE DISCREPANCIES FROM SOIL LOG DESCRIPTIONS AS NOTED ON THE PLANS. 9. FOR PUBLIC SYSTEMS, THE CONTRACTOR SHALL CALL FOR INSPECTION 48 HOURS PRIOR TO COVERING ANY DRAINAGE STRUCTURE. 10, ALL DRAINAGE STRUCTURES, SUCH AS CATCH BASINS AND MANHOLES, NOT LOCATED WITHIN THE TRAVELED ROADWAY OR SIDEWALK, SHALL HAVE SOLID LOCKING LIDS. ALL DRAINAGE STRUCTURES ASSOCIATED WITH A PERMANENT RETENTION /DETENTION FACILITY SHALL HAVE SOLID LOCKING LIDS. 0 2 aw o O U � w N LL � (7 W W 00 ° L L a U U a a 0 0 z N r r g w ti W zz r -1 rn b W 1y w II F V(w'D y •- o Q y m �Y °z $ 00 SHEET 4 OF 11 Car 0 S V i 0 HETLAND BATTING CAGES GRADING & STORM DRAINAGE NOTES & DETAILS SEC. 24 / TWP. 17 1RGE. I El W.M. THURSTON COUNTY, WA CITY OF YELM VABOVE QUARRY SPALLS (B) (A) —_� 6" ADS N12 I L ROCK PROTECTION AT CULVERT ENDS OR V <= 5FPS Illi��lll =��I PIPE DIAM A B C D 18" 8' .. 8• 6' OUTLET * RIP RAP SHALL BE IN ACCORDANCE WITH SECTION 9 -13.1 OF THE WSDOTIAPWA STANDARD SPECIFICATIONS. RIP RAP TO BE REASONABLY WELL GRADED WITH ROCK GRADATION AS FOLLOWS: VABOVE CULVERT PASSING 81NCH SQUARE SIEVE 10096 OR MAXIMUM STONE SIZE 8" I F PASSING 61NCH SQUARE SIEVE 40.60% OR MEDIAN STONE SIZE 8" (D) _ G PASSING 2 INCH SQUARE SIEVE 0 -10% OR MINIMUM STONE SIZE 8" _z 6" ADS N12 ** RIP RAP TO BE REASONABLY WELL GRADED WITH ROCK GRADATION AS FOLLOWS: 1= III= 1 �1= 11( —�I1- ' MAXIMUM STONE SIZE 24' (NOMINAL (C). DIAMETER) MEDIAN STONE SIZE 16" ) MINIMUM STONE SIZE 4" QUARRY SPALLS (B) �---_� INLET n RIP RAP DETAIL C3. N.T.S. GROUT SMOOTH AT TOP OF REBAR —1" RADIUS EXTRUDED PORTLAND CEMENT 5 ; 2.1/2" / —CONC. CURB (CONT.) OR WHEELSTOP SURFACING: 3" OF HMA CLASS CONCRETE IC 1 I I ^ 6 "CRUSHED SURFACING TOP COURSEPER WSDOT4 -04- (3) #4 x 2' -0" REBA PER WHEELSTOP CALL 48 HRS BEFORE YOU DIG 1- 800 - 424 -5555 SLOPE PER PLANS r s�•� r�,-r • • s rr � • f rr r • � � - ��'iy!`_i c rY f,._S.W}r •'+arri -ILr S'4 I CONCRETE D SURFACING -rop COURSE D I, COMPACTSUBGRADE TO OF •• Z J 0 LL 3' 12" /2" RADIUS 2112 CRUSHED--/ A SURFACE TOP COURSE j 5" CRUSHED SURFACING BASE COURSE NOTE: RAISED PORTION SHALL BE HOT MIX ASPHALT PLACED AS PART OF THE ROAD PAVEMENT. 3 ASPHALT WEDGE CURB C3. N.T.S. C3. CROSS SECTION N.7.5. Y�F�R ONSTRUCTION !_ DATE E: ENT REVIEW ENGINEER APPROVAL EXPIRES: J VERTICAL DATUM THURSTON COUNTY SURVEY CONTROL NETWORK (NORTH AMERICAN VERTICAL DATUM 1988) HELD ELEVATION 330.98 FOR CONTROL POINT NO. 252 SURFACE BRASS MONUMENT 0.32 MILES WEST OF SR -510 ON 93RD AVE. S.E. (ALSO BEING HELD AS THE N.W. CORNER OF SECTION 24) BASIS OF BEARINGS THURSTON COUNTY SURVEY CONTROL NETWORK (NORTH AMERICAN DATUM 1983/91) HELD NORTH 88 "16'26" WEST FOR THE NORTH LINE OF THE NORTHWEST QUARTER OF SECTION 24 rW V h w w 0 z 0 U w UON C. 0 Q z 0 Zo O ti a U w w a � a W e� Old L F (gnq z W z V z r—1 �3 h Q W C) y °z A � o co cj I �o SHEET 5 OF 11 C3.1 °z w h N t\ b h n h N a h N h �yy .1 s U 0 STEP TANK SIZING: NOTES: ALL PAGE NUMBERS, CHAPTER TITLES, AND TABLES PER THE DEPARTMENT OF ECOLOGY'S CRITERIA FOR SEWAGE WORKS DESIGN. SECTION C1.3.3.1 -DESIGN FOR AVERAGE DAILY FLOW DESIGNING FOR AVERAGE DAILY WASTEWATER FLOWS FOR NEW SYSTEMS SHOULD BE BASED ON PER CAPITA FLOWS IN TABLE G2 -1. DESIGN BASIS FOR NEW SEWAGE WORKS (GENERAL EQUATION): DISCHARGE FACILITY = BATTING CAGES DESIGN UNITS = 40 (PEOPLE PER DAY) FLOW (GPD) = 8 BOD (LB/DAY) = 0.001 SS (LB/DAY) = 0.001 FLOW DURATION - 12 HOURS TOTALS: 40 (PEOPLE) x 8 (GPD / PERSON) = 320 GPD SECTION Cl -3.3.2 - PEAK FLOW Q PEAK HOURLY = MAX. RATE OF WASTEWATER FLOW Q DESIGN AVERAGE = DESIGN AVERAGE DAILY WASTEWATER FLOW P = POPULATION IN THOUSANDS Q PEAK HOURLY _ 18 + .040 Q DESIGN AVERAGE 4 + Q PEAK HOURLY = 18.20 Q DESIGN AVERAGE = 4.20 PEAKING FACTOR = 4.33 PEAK DESIGN FLOW = DAILY FLOW RATE x PEAKING FACTOR = 320 GPD x 4.33 = 1.92 GPM 720 MIN / DAY SECTION C1- 10.1.3 - HYDRAULIC GRADELINE I PIPELINE SIZING ALL PIPES FROM DWELLING TO TANK SHALL BE 4" PVC (3034) ALL PIPES FROM TANK TO MAIN LINE SHALL BE 2" SCHEDULE 40 PVC SECTION CI- 10.1.2 - DESIGN CONSIDERATIONS A. PEAK DESIGN FLOWS Q = 15 +0.15P (GENERAL EQUATION) Q = DESIGN PEAK FLOW (GPM) P = POPULATION Q =15 +0.15x40 Q = 21.0 GPM SECTION C140.1.6 - TANK / VESSEL TYPE AND SIZE B. DETENTION VOLUME STEP TANK V = 1.5Q (GENERAL EQUATION) V = LIQUID VOLUME Q = PEAK DAY FLOW V = 1.5(320 GALLONS) V = 480 GALLONS C. WORKING VOLUME STEP TANK IN FLOW TO STEP TANK = 21 GPM OUT FLOW TO MAIN LINE = 20 GPM PER DETAIL 7 -9 DIFFERENCE= 11 GPM 11 GPM x 60 MINUTES = 660 GALLONS D. STORAGE VOLUME MINIMUM OF 24 HOURS OF STORAGE WITHIN TANK 24 HOUR VOLUME = 320 GALLONS SUB- TOTALS: DETENTION VOLUME 480 GALLONS WORKING VOLUME = 660 GALLONS STORAGE VOLUME = 320 GALLONS TOTAL: 1,460 GALLONS USE 1,500 GALLON STEP TANKS (PER CITY OF YELM'S STANDARD DETAILS) CALL 48 HRS BEFORE YOU DIG 1- 800 - 424 -5555 HETLAND BATTING CAGES ON -SITE STEP SYSTEM PLAN & PROFILE SEC. 24 / TWP. 17/RGE. I E., W.M. THURSTON COUNTY, WA CITY OF YELM SANITARY gEWEI CLEANOU7 - IIRIM 34459 W IN1 0+00.00 _ W_. w w SANITARY 344.5WER CLEANOU7 ; ° -- ' RIM = SE4 -7 33 _ -1 00 'ORTI -1 ECI-1 SR i ' 588'16 "26 E 7,5.00' _ v 93RD .SYY4 JJ'A 1pG \ O - c� Ss -. ---k I-a '� EXISTING STEP MAIN sn" a r4Y -G?- - /__._ n. N 88° 26 Wr�� F750 r T ' -- I SANITARY SEWER BOX _ f_4 RIM 345.75 SANITARY SEWER BOX -,� ✓,,, _ _ _ _ M 345.79 RELOCATE EXISTING LF 34J.26, iL ApS S 111ORM CU. lF,i2 CARSON BOX OUT - I� OFROADWAY STA 0 +36.46, 14 0' LT 1 CONNECTTO C4N� EXISTING SERVICE v I t 42LF 2" SCHEDULE z / J 40 PVC FORCE MAIN 2NlT Not �. L z PPh I se I STUB FOR FUTURE J COMMERCIAL 3 i 221 LF 2" - -I _ _ DEVELOPMENT SCHEDULE 40 PVC GASKETED FORCE MAIN ' A Es J STA 2+63.73, 12.05' LT 1,500 GALLON STEP A _ I TANK (H20 TRAFFIC o LOAD RATED) PER I- C4.1 0 8LF 4 'PVC o� (3034) @ 2.0% PUMP CONTROL PANEL ' ` MOUNTED ON A HOT DIPPED GALVANIZED POST _ (UNISTRUT POST) STA 2 +77.39, 12 OS LT RIM= 345.17 IE= 342.66' } 42LF 4 PVC'. (3034) @ 2.0%1 \ SSCO #1 STA 3 +10.44, 13.51' RT .RIM= 346.96 Iv / iE�SO I r� PROPOSED BATTING CAGE BUILDING f , � 801X100' -- - -- -- I/ 8,000.00 SF I; \'at_ - voo io GO VV IIJ � w Lo \\ * ' L f \' 2 w _ l "� STA 0 +50.00 _ _ -._IE= 346,90 -__ _.__ o a _.. _ __ . -_ -42LF 4 "PVC._ GRADE @ C/L @ 2.0 °k o m 2/9/08 SANITARY SEWER GATE VALVES RIM = 34762 ORM CAA T'H ' ;.M HIM _ 347.08 7L =3 -J8 2ArS 'NW) , i = 3 43.06, 11 "ADS (SE) SANITARY SEWER BOX } Nc C . �Nf SANITARY SEWER ` • \ `\ \z \ ��ia „r'C �i( ^.ei GATE VALVES CK RIM = 34Z64 j ETORm . \ s ,< r \ SANITARY SEWER ! _ c•' GATE VALVES ,r RIM = 347.68 : OF fh (f t�N BA (Jlt °, t"REAR' ,12 9 , 1` 0 sE; J II tn- c TTFS. \ car v a 1 AP F R CONSTRUCTION Y: DATE: 7 DE ELO ENT REVIEW ENGINEER A OVAL EXPIRES: 1" = 30' 0 1��0 VERTICAL DATUM THURSTON COUNTY SURVEY CONTROL NETWORK (NORTH VERTICAL DATUM 1988 (N O H) HELD ELEVATION 330.98 FOR CONTROL POINT NO. 252 SURFACE BRASS MONUMENT 0.32 MILES WEST OF SR -510 ON 93RD AVE S.E. (ALSO BEING HELD AS THE N.W. CORNER OF SECTION 24) BASIS OF BEARINGS THURSTON COUNTY SURVEY CONTROL NETWORK (NORTH AMERICAN DATUM 1983191) HELD NORTH 88 °16'26" WEST FOR THE NORTH LINE OF THE NORTHWEST QUARTER OF SECTION 24 STEP SYSTEM NOTE MAINTAIN 18" VERTICAL SEPARATION AT ALL SEWER / WATER CROSSINGS. IF MINIMUM SEPARATION CANNOT BE MAINTAINED WATER LINE SHALL BE ENCASED IN CONCRETE. MAINTAIN 10' HORIZONTAL SEPARATION FROM WATER MAINS. INFORMATION ON EXISTING SANITARY SEWER SYSTEM IS INCOMPLETE. CONTRACTOR SHALL POTHOLE AND VERIFY SIZE OF EXISTING SANITARY SEWER FORCE MAIN. NOTIFY ENGINEER WHEN SIZE OF EXISTING FORCE MAIN HAS BEEN DETERMINED HOSE BIB NOTE HOSE BIBS SHALL BE LOCATED WITHIN 50' OF STEP TANKS, TYPICAL AT ALL STEP TANK LOCATIONS. STA 2+63.73,12.06 LT- 1,500 GALLON STEP. __.. TANK PER ft-\ V 110NNFUl M EXISTING SERVICE 339.0 F - I 30 I ___I -- J -__ -- I -_{ -__ _ -. -_ -F 0+00 0+60 0 +90 1 +20 1 +50 1 +80 2 +10 2 +40 2 +70 SANITARY SEWER PROFILE _ DRIVEWAY, STA 0 +00.00 TO 3 +12.44 $CALE: VERTICALI " =30' HORIZONTAL 1" = T 11 11 SSCO #1 F 4' PVC STA 3 +10.44, 13.51' RT 2.0% RIM= 346.96 - _ y'E= 343.50 3 +1003 +12.44 LET IE= 342.50 CONTRACTOR NOTE CONTRACTOR SHALL POTHOLE AND VERIFY LOCATION OF EXISTING SANITARTY SEWER FORCE MAIN PRIOR TO CONSTRUCTION. 0 212 W� W N U � y w pl Jn w w Y Y z O O U U lU w 0. a a � O Z N r a z W z =z W w M O h O W .J Q S zV w z I E I m ap Q ap SHEET 6 OF 11 C4. D GRADE BREAK STA 0 +50.00 35100 __ _ -._IE= 346,90 -__ _.__ EXJ§TING.._ _.. _ __ . -_ -42LF 4 "PVC._ GRADE @ C/L @ 2.0 °k o m PROPOSED GRADE BREAK SSCO #2 m Y - GRADE C/L @ STA 2+38.20 ST 2 +77.39, 12.05' LT i A O a IE= 346.31 RIM =34§ 17 0 348.00- ' _._ __ -.. ____ ...._. __.. .__. __._ _ __. ___-IE- 342.86 345.007.. -_. -.. __.. _. __ ,__.PROPOSEQ_8" �-WATER _. _..__.. MAIN STA 2+63.73,12.06 LT- 1,500 GALLON STEP. __.. TANK PER ft-\ V 110NNFUl M EXISTING SERVICE 339.0 F - I 30 I ___I -- J -__ -- I -_{ -__ _ -. -_ -F 0+00 0+60 0 +90 1 +20 1 +50 1 +80 2 +10 2 +40 2 +70 SANITARY SEWER PROFILE _ DRIVEWAY, STA 0 +00.00 TO 3 +12.44 $CALE: VERTICALI " =30' HORIZONTAL 1" = T 11 11 SSCO #1 F 4' PVC STA 3 +10.44, 13.51' RT 2.0% RIM= 346.96 - _ y'E= 343.50 3 +1003 +12.44 LET IE= 342.50 CONTRACTOR NOTE CONTRACTOR SHALL POTHOLE AND VERIFY LOCATION OF EXISTING SANITARTY SEWER FORCE MAIN PRIOR TO CONSTRUCTION. 0 212 W� W N U � y w pl Jn w w Y Y z O O U U lU w 0. a a � O Z N r a z W z =z W w M O h O W .J Q S zV w z I E I m ap Q ap SHEET 6 OF 11 C4. D m 0 a a N N m 0 0 o+ z O I U ro I c 0 w m n U c m a 0 / S CJ 0 a ALL STEP TANKS SHALL BE H -20 LOAD RATED TANKS. THIS POLICY SHALL -AKE EFFECT ON MAY 31, 2007. ,,FINISHED GRADE TGHT L0 21'0 MIN.PVC RISER I WTH WATER IiGIR PUMP VAULT RISER LD I 1 14 GAUGE TONING 1 I /J� -4 GAUGE TONING WIRE TO SS CO-\ I „ 1 WR / TO SERVICE Tm V-1 O U AL W L 11 �2 PART USE CK(;NO 72" 7 93 i TANK TO RISER 5 62" 62 Y -1 1 ADAPTER FOR V -2 j 1100 uAL I 24W GA_ PVC PIPE ATH CONCRETE TA \KS _ —/4 O 7. O.C. EACH WAY TOP THREADED PLUG S' PVC PIPE AMM D - DRIP 1/2' HOLE OR SLOT 3034 (WHI _ e -61 ORFICE I I I PUMP SEE „ d SIZE AS MAIN (MJxMJ) 1 O. 7-9LY, DING. Ka T -9 o v - ��- +_2 1 USE LXPANSION FITITWS AS R'OURED �'- BAFI.E (NOTE 1) SOH 40 PVC %PE FROM VALVE NUT EXTENT)OMIS REQUIRED TO L_ -__ BRING MUT TO WHIN 24' OF TIE Tm NOTES, 1. DELETE BAFFLE FOR A 3000 GALLON TANK UTILZED AS A TR PI FX PUMP VAU T. 2. THE OWNER WLL REVIEW TOLERANCE'S IN EXCESS 01 DIM919ONS SHOWN 3. THE TRIPLEX PUMP VAUL' REOURES TWO VAULTS AND TWC COMPLETE RISERS. ONE VAULT CONTA'W FLOATS AND ONE -UMP, THE SECOND VAULT CONTAINS TWO PUMPS. 4. 4500 GALLON TANKS OR LARGER SHALL HAVE THREE RISERS AND LIDS. ON NI TANKS LARGER THAN 1590 GALLONS THE LENGTH OF IHE DOWN TURNED IVLET PIPE WLL BE DETERMINED BY THE YELM SEWER DEPT, 1500, 3000, 4500 GA_LON STEP TANK /PUMP TANK AVP_N9VE0 DWG. N0. PI e0 is eswve mern..ro ..... 7 -1 1 J" I JEG I TP I 4/2007 n1500 GALLON STEP TANK / PUMP TANK ` `may N.T.S. CALL 48 HRS BEFORE YOU DIG 1- 800 - 424 -5555 HETLAND BATTING CAGES ON -SITE STEP SYSTEM NOTES & DETAILS SEC. 24 / TWP. 171 RGE. 1 E., W.M. THURSTON COUNTY, WA CITY OF YELM FINISIED GRADE S 30 "0 RISER i0 ALARM RCH LEVEL 3.5 ON 3 OFF .5 REDUNDANT OFF 3.5` ry 000 W 6' MIN. BEDDING CITY OF YELM DEPT. OF PUBLIC WORKS FLOAT SETTING VAULT DIMENSIONS FOR A SIMPLEX PUMP VAULT DWG. N0. PUBLIC WOWS DIRECTOR DATE 7 -13 Utb* JY JEG TP 4/2007 FLOAT SETTING VAULT DIMENSIONS FOR A SIMPLEX PUMP VAULT C4. N.T.S. 1600 CAL O U AL W L qij 2 60 72" 7 93 5 5' b-3 2 5 62" 62 Y -1 R 900 GA � WF. V -2 j 1100 uAL I 24W GA_ NOTES, 1. DELETE BAFFLE FOR A 3000 GALLON TANK UTILZED AS A TR PI FX PUMP VAU T. 2. THE OWNER WLL REVIEW TOLERANCE'S IN EXCESS 01 DIM919ONS SHOWN 3. THE TRIPLEX PUMP VAUL' REOURES TWO VAULTS AND TWC COMPLETE RISERS. ONE VAULT CONTA'W FLOATS AND ONE -UMP, THE SECOND VAULT CONTAINS TWO PUMPS. 4. 4500 GALLON TANKS OR LARGER SHALL HAVE THREE RISERS AND LIDS. ON NI TANKS LARGER THAN 1590 GALLONS THE LENGTH OF IHE DOWN TURNED IVLET PIPE WLL BE DETERMINED BY THE YELM SEWER DEPT, 1500, 3000, 4500 GA_LON STEP TANK /PUMP TANK AVP_N9VE0 DWG. N0. PI e0 is eswve mern..ro ..... 7 -1 1 J" I JEG I TP I 4/2007 n1500 GALLON STEP TANK / PUMP TANK ` `may N.T.S. CALL 48 HRS BEFORE YOU DIG 1- 800 - 424 -5555 HETLAND BATTING CAGES ON -SITE STEP SYSTEM NOTES & DETAILS SEC. 24 / TWP. 171 RGE. 1 E., W.M. THURSTON COUNTY, WA CITY OF YELM FINISIED GRADE S 30 "0 RISER i0 ALARM RCH LEVEL 3.5 ON 3 OFF .5 REDUNDANT OFF 3.5` ry 000 W 6' MIN. BEDDING CITY OF YELM DEPT. OF PUBLIC WORKS FLOAT SETTING VAULT DIMENSIONS FOR A SIMPLEX PUMP VAULT DWG. N0. PUBLIC WOWS DIRECTOR DATE 7 -13 Utb* JY JEG TP 4/2007 FLOAT SETTING VAULT DIMENSIONS FOR A SIMPLEX PUMP VAULT C4. N.T.S. ra. a TYPICAL END OF LINE CLEANOUT N.T.S. STEP MAN ICE J 1. mE V IM BHL VALVE, SL K S. PVC STONT CNEtX 1' C VALW IN. x 0 LIEQ( YALVS 1" K81 BALL VALVE 3L K S.J 1' PLO W"z SL It S-- 1' IT MIST WV. PVC REOUL$JS TEE S.ABL R IN OR PIPE SAOULE "- OW' I .,,.Teo CITY OF YELM ALL yERIME 111E dM90R =a OWL RE DEPT: OF PUBLIC WORKS LocA7LD 4' PRDM mDE a an To 0}7HER TYPICAL 1 M L OF or X BON M PLANRR STRS ON 8011 "mcmu a SERVICE CONNECTION mm c1ReDN BoAes s1uu. LOCATw a KART TO CiN1FA OF BOlfd'i 2. BALL MD CWAK VALVEB 10 BE S6TAILEO .... -- DRTi MO. RI CAReOFI BISIES AEWROWO TO ORAWwO. PUBLIC 1S1B OMwm PATE 7`� lmr A JY JEC 1P 4/2007 (@ TYPICAL 1" SERVICE CONNECTION C4. N.T.S. AVPH V R CONSTRUCTION BIY DATE: D VELOP ENT REVIEW ENGINEER APPROVAL EXPIRES: / o-1�2I 0 VERTICAL DATUM THURSTON COUNTY SURVEY CONTROL NETWORK (NORTH AMERICAN VERTICAL DATUM 1988) HELD ELEVATION 330.98 FOR CONTROL POINT NO. 262 SURFACE BRASS MONUMENT 0.32 MILES WEST OF SR -510 ON 93RD AVE, S.E. (ALSO BEING HELD AS THE N.W. CORNER OF SECTION 24) BASIS OF BEARINGS THURSTON COUNTY SURVEY CONTROL NETWORK (NORTH AMERICAN DATUM 1983/91) HELD NORTH 88 °16'26" WEST FOR THE NORTH LINE OF THE NORTHWEST QUARTER OF SECTION 24 0. w Of Q 0 � U W W }O }O} 0 F F U U U M K w M 3. o O Z N r yOpN I_ W NAL E;a�i�d V z W P'--( rr �� C� Pay Ei It U0 U 8-.- 2•-0' S' RICK 910 VALVE BDX, EQUAL WITH COVER MA KNO TO READ 'SEWER' M'YP.) (T w.7 m A � WF. o PVC PIPE ATH _ —/4 O 7. O.C. EACH WAY TOP THREADED PLUG S' PVC PIPE AMM D - DRIP 1/2' HOLE OR SLOT 3034 (WHI FOR WRE GATE VALVE SHALL BE SAME 2 "9 -90' BEND SIZE AS MAIN (MJxMJ) CONCRETE TONING WIRE BLOCK - ��- CONNECT TO MAINLINE USE LXPANSION FITITWS AS R'OURED SOH 40 PVC %PE FROM VALVE NUT EXTENT)OMIS REQUIRED TO VALVE W/SOLVENT WELD BRING MUT TO WHIN 24' OF TIE JOINTS. PIPE TO BE SURFACE SANE SIZE SEWER MAIN CITY OF YELM DEPT. OF PUBLIC WORKS TYPICAL END OF SINE CLEANOUT APPR01E0_ DWI. N0. ��- �7--- 7 -20 PUBLIC WORKS DIRECTOR DATE WN. CK A JY JEG TP 4J2007 ra. a TYPICAL END OF LINE CLEANOUT N.T.S. STEP MAN ICE J 1. mE V IM BHL VALVE, SL K S. PVC STONT CNEtX 1' C VALW IN. x 0 LIEQ( YALVS 1" K81 BALL VALVE 3L K S.J 1' PLO W"z SL It S-- 1' IT MIST WV. PVC REOUL$JS TEE S.ABL R IN OR PIPE SAOULE "- OW' I .,,.Teo CITY OF YELM ALL yERIME 111E dM90R =a OWL RE DEPT: OF PUBLIC WORKS LocA7LD 4' PRDM mDE a an To 0}7HER TYPICAL 1 M L OF or X BON M PLANRR STRS ON 8011 "mcmu a SERVICE CONNECTION mm c1ReDN BoAes s1uu. LOCATw a KART TO CiN1FA OF BOlfd'i 2. BALL MD CWAK VALVEB 10 BE S6TAILEO .... -- DRTi MO. RI CAReOFI BISIES AEWROWO TO ORAWwO. PUBLIC 1S1B OMwm PATE 7`� lmr A JY JEC 1P 4/2007 (@ TYPICAL 1" SERVICE CONNECTION C4. N.T.S. AVPH V R CONSTRUCTION BIY DATE: D VELOP ENT REVIEW ENGINEER APPROVAL EXPIRES: / o-1�2I 0 VERTICAL DATUM THURSTON COUNTY SURVEY CONTROL NETWORK (NORTH AMERICAN VERTICAL DATUM 1988) HELD ELEVATION 330.98 FOR CONTROL POINT NO. 262 SURFACE BRASS MONUMENT 0.32 MILES WEST OF SR -510 ON 93RD AVE, S.E. (ALSO BEING HELD AS THE N.W. CORNER OF SECTION 24) BASIS OF BEARINGS THURSTON COUNTY SURVEY CONTROL NETWORK (NORTH AMERICAN DATUM 1983/91) HELD NORTH 88 °16'26" WEST FOR THE NORTH LINE OF THE NORTHWEST QUARTER OF SECTION 24 0. w Of Q 0 � U W W }O }O} 0 F F U U U M K w M 3. o O Z N r yOpN I_ W NAL E;a�i�d V z W P'--( rr �� C� Pay Ei It U0 U �' Q �N Q LLL� m A � WF. o 0 SHEET 7 OF 11 C401 m W n h N l` n h h N O a O F N r 0 s U I 0 IRIFMMTION VJRPACE SM RESTORMION TAME SEE RES[DRATKNI TAME --- ANION DRADE MAINTM 6 MAK AS AS rommil. UK KOM F1 call PR PWE OA. 1 TALE Tm DIGO� OO rmw allum 011a IR7RWim GWR[D VOW pRRAOF Yl12CF RFOP¢L RIM MADE MML t AAMAE6 /OF OGRIt GAIFWT W !f smom f CONM IT wnE RRORq At PM9®R FAWRp ONTRM % 9 AC >HLCT OAG1� 1R AY am aM16 BABE ausAQ TOR OE m mIADT W On A1q GRW6 ORFGRIE AMFAM MATGI FAIRM VILEST BAOURL WON EIM M FONN pANNIWAY/foerRElO Como E 10GOCq OOIfWGT A m TQRfO. AWF WAOG "wool 1F1 OTT. NAIA! fAGfLL "m am SMILL M LWNAxifAKE lt?R A SYOOIN f OMb100VR 1RF wL CtlIF/dF m FM owill"ll ORM :ZIMI IRNAOE WA am � !: cm c5m . TW INIgWe TYPICAL PIPE TRENCH -7-3 I TYPICAL PIPE TRENCH N.T.S. CALL 48 HRS BEFORE YOU DIG 1- 800 - 424 -5555 "TLAND BATTING CAGES ON -SITE STEP SYSTEM NOTES & DETAILS SEC. 24 / TWP. 171 RGE. 1 E, W.M. THURSTON COUNTY, WA CITY OF YELM IS' MIN RISER HEIGHT TYPICAL W-H ALL VON -TRAMC BEARING TANKS LEAVE SUFFICIENT WE TO ALLOW FOR PUMP REMCVA_ ELECTRRICAL SPUZE BOX WiM CORD GRIPS ALL CONNECTIONS S-IALL BE MADE WTH HEAT SHRINK BUTT ,.ONNECTORS 21' OR 24" PVC— SLOPE GROUND AWA' FROM RISER- RISER WAD 14 GAUGE OF 10' FROM MP OF RI: f,R Tp LG INSULATED OF CTRICAL CONDUIT -� _ ONMG WRE MSTALL IN 3/4" EY CONDUIT SEA DH �� _ ELECTRICAL CONOUIT TC- POWER SOURCE OFF CE STEEL CASKFT AND SHALL BE WITH 12" BE OG f30' DM. RIRRM PVC RSER WTH NEOPRENE / GROMMETS WRE - INSTALL 2 -PAR7 EPDXY, USE ORENCO RISER TANK ADAPMR FOR CONCRETE IANKS EMMY AS SET CITY OF YELM PERIMETER OF VAIII T 4' CIA, PVC FLOW INDUCER PW BIOIUSE THE MATERIAL FOR DUPIFX. TRIPIFX. AIR) CLASS 1 GMSION 1 INSTAL_ATI WILL VARY 1FE WNTRAUR SHALL MEET Ti O ` N IENI Uf ]H E UY . INSTALLATION REW REVENIS SNOW) IN T$ N iFE C TYPICAL STEP IVSTALLAi ON. ALL STEP TANKS SHALL BE 1,--20 LOAD RATED TAN.. TH S POLICY SHALL TAKE EFFECT ON MAY X, 2007. NOTE: rd COMMERCIAL SYSTEMS REQUIRE 20 GPM PUMP - ";:)ICAL SIMPLEX STEP TANK INSTALLATION APPROVED CWG. N0. PUBLC WORKS DIRF TOR DATE JY (`rd,,TYPICAL SIMPLEX STEP TANK INSTALLATION V N.T.S. 4DG0F 2' WATER TIGHT CAP TYPICAL IN PR07ECMD AREAS NON- PROTECTED AREAS (LAWNS, ETC,) ' TALL REQUIRE SERMIX BOXES (CARSON OR RICH) VE UND OUSTING (Rg7Np -- 14 GA. COPPER TONING WIRE WRAP ONCE AROUND CLEANOUT PIPE NEW 4" PVC SEWER TOP OF STEP TANK .. LINE (TYP) (3034) DOUBLE ZX SLOPE TO TANK SWEEPING TEE Z� RFOM J ;NUT BAFFLE r FERNCD COUPLING OR I APPROVED EQJAL FERNCO COUPLING OR APPROVED EQUAL �d CITY OF YELM DEPT. OF PUBLIC WORKS _ TYPICAL CONNECTION n� Oft. PUBLIC WORKS DRECTOR DALE WN. C JY JFf TP ( )TTYPICAL CONNECTIONS N.T.S. V FORM CONDUITS TO .. POST OR CHANNEL. SEE TmiCAL PUMP CONTROL PANEL DETAIL DRAWING 00. rU.T PUMP CONTROL PANEL `VC CONDUIT 3 10" V 4 "Ar PRESSURE TREATED POST % ATTAC -i CONDUIT TO POST WITH STAINLESS STEEL TWO HOLE STRAPS CONCRETE EXISTING GROUND HS 'r iR TO NEW m STEP TA F1,ECTRICAL PANEL F � 12" CIA. CITY OF YELM DEPT. OF PUBLIC WORKS REMOTE POST - RESIDENTIAL PJMP CONTROL PANEL INSTALLATION APP� DING. NO. PUBLIC NARKS DIRECTOR DATE 7 -4 DE . CK . DATE JY I JEG I TP 1 4/2007 CI REMOTE POST PUMP CONTROL PANEL INSTALLATION N.T.S. TABLE FOR FEEDER WIRE RUN WRE SIZE MAX -MUM DISTANCE 012 AWG COPPER 150 FEET 01U AWG COPPER 250 FEET 08 AWG COPPER 950 FEET lace a LVK IVA I IDN4 FUR ADVIUNAL INFORMATION). T04MNCE ALMM WISH IIdR. rP F,]I SERMCF CNt CITY OF F -0 YEAI A CRY C FROM POWER SOURCE PAWL SZE MAY VARY DEPENDING ON MANUFACURER - DECAL - SEE SPECIFICATIONS -BOLO 18PT. LETTERING - PADLOCK WITH COMMON KEY FURNISHED BY THE CITY OF YELM -ALARM JGET AND SILENCE BUTTON 1 -112 EP TANK - SIMPLEX .13-02 EP TANK - DUPLEX n -112 EP TANK - TRIPLEX TYPICAL PUMP CONTROL PANEL ,oM',"P SVED -7 DWG, NO PUBLIC WORKS DIRECTOR DA'E 7-6 JEG I TP (1 TYPICAL PUMP CONTROL PANEL �;7 N.T.S. AP OV OR CONSTRUCTION 8 DATE: VELO ENT REVIEW ENGINEER APPROVAL EXPIRES: / 0 VERTICAL DATUM THURSTON COUNTY SURVEY CONTROL NETWORK (NORTH AMERICAN VERTICAL DATUM 1988) HELD ELEVATION 330.98 FOR CONTROL POINT NO. 252 SURFACE BRASS MONUMENT 0.32 MILES WEST OF SR-510 ON 93RD AVE. S.E. (ALSO BEING HELD AS THE N.W. CORNER OF SECTION 24) BASIS OF BEARINGS _ THURSTON COUNTY SURVEY CONTROL NETWORK (NORTH AMERICAN DATUM 1983191) HELD NORTH 88 °16'26" WEST FOR THE NORTH LINE OF THE NORTHWEST QUARTER OF SECTION 24 L 0 U 0 Z O m U C,, N LL N ui r }O yOy F- H- U CJ U K w W LEI 0- w o W 'ClSTES� �y~a NAL E� QV z *_4 W L�L� � /Vj, FAT W A � CID rn a' ¢ ed h CID CID COD 0 Sit U 8 OF 11 O' z, W' O N �N $ J zU G 0 I I 000 C4.2 1 TALE Tm DIGO� OO rmw allum 011a IR7RWim GWR[D VOW pRRAOF Yl12CF RFOP¢L RIM MADE MML t AAMAE6 /OF OGRIt GAIFWT W !f smom f CONM IT wnE RRORq At PM9®R FAWRp ONTRM % 9 AC >HLCT OAG1� 1R AY am aM16 BABE ausAQ TOR OE m mIADT W On A1q GRW6 ORFGRIE AMFAM MATGI FAIRM VILEST BAOURL WON EIM M FONN pANNIWAY/foerRElO Como E 10GOCq OOIfWGT A m TQRfO. AWF WAOG "wool 1F1 OTT. NAIA! fAGfLL "m am SMILL M LWNAxifAKE lt?R A SYOOIN f OMb100VR 1RF wL CtlIF/dF m FM owill"ll ORM :ZIMI IRNAOE WA am � !: cm c5m . TW INIgWe TYPICAL PIPE TRENCH -7-3 I TYPICAL PIPE TRENCH N.T.S. CALL 48 HRS BEFORE YOU DIG 1- 800 - 424 -5555 "TLAND BATTING CAGES ON -SITE STEP SYSTEM NOTES & DETAILS SEC. 24 / TWP. 171 RGE. 1 E, W.M. THURSTON COUNTY, WA CITY OF YELM IS' MIN RISER HEIGHT TYPICAL W-H ALL VON -TRAMC BEARING TANKS LEAVE SUFFICIENT WE TO ALLOW FOR PUMP REMCVA_ ELECTRRICAL SPUZE BOX WiM CORD GRIPS ALL CONNECTIONS S-IALL BE MADE WTH HEAT SHRINK BUTT ,.ONNECTORS 21' OR 24" PVC— SLOPE GROUND AWA' FROM RISER- RISER WAD 14 GAUGE OF 10' FROM MP OF RI: f,R Tp LG INSULATED OF CTRICAL CONDUIT -� _ ONMG WRE MSTALL IN 3/4" EY CONDUIT SEA DH �� _ ELECTRICAL CONOUIT TC- POWER SOURCE OFF CE STEEL CASKFT AND SHALL BE WITH 12" BE OG f30' DM. RIRRM PVC RSER WTH NEOPRENE / GROMMETS WRE - INSTALL 2 -PAR7 EPDXY, USE ORENCO RISER TANK ADAPMR FOR CONCRETE IANKS EMMY AS SET CITY OF YELM PERIMETER OF VAIII T 4' CIA, PVC FLOW INDUCER PW BIOIUSE THE MATERIAL FOR DUPIFX. TRIPIFX. AIR) CLASS 1 GMSION 1 INSTAL_ATI WILL VARY 1FE WNTRAUR SHALL MEET Ti O ` N IENI Uf ]H E UY . INSTALLATION REW REVENIS SNOW) IN T$ N iFE C TYPICAL STEP IVSTALLAi ON. ALL STEP TANKS SHALL BE 1,--20 LOAD RATED TAN.. TH S POLICY SHALL TAKE EFFECT ON MAY X, 2007. NOTE: rd COMMERCIAL SYSTEMS REQUIRE 20 GPM PUMP - ";:)ICAL SIMPLEX STEP TANK INSTALLATION APPROVED CWG. N0. PUBLC WORKS DIRF TOR DATE JY (`rd,,TYPICAL SIMPLEX STEP TANK INSTALLATION V N.T.S. 4DG0F 2' WATER TIGHT CAP TYPICAL IN PR07ECMD AREAS NON- PROTECTED AREAS (LAWNS, ETC,) ' TALL REQUIRE SERMIX BOXES (CARSON OR RICH) VE UND OUSTING (Rg7Np -- 14 GA. COPPER TONING WIRE WRAP ONCE AROUND CLEANOUT PIPE NEW 4" PVC SEWER TOP OF STEP TANK .. LINE (TYP) (3034) DOUBLE ZX SLOPE TO TANK SWEEPING TEE Z� RFOM J ;NUT BAFFLE r FERNCD COUPLING OR I APPROVED EQJAL FERNCO COUPLING OR APPROVED EQUAL �d CITY OF YELM DEPT. OF PUBLIC WORKS _ TYPICAL CONNECTION n� Oft. PUBLIC WORKS DRECTOR DALE WN. C JY JFf TP ( )TTYPICAL CONNECTIONS N.T.S. V FORM CONDUITS TO .. POST OR CHANNEL. SEE TmiCAL PUMP CONTROL PANEL DETAIL DRAWING 00. rU.T PUMP CONTROL PANEL `VC CONDUIT 3 10" V 4 "Ar PRESSURE TREATED POST % ATTAC -i CONDUIT TO POST WITH STAINLESS STEEL TWO HOLE STRAPS CONCRETE EXISTING GROUND HS 'r iR TO NEW m STEP TA F1,ECTRICAL PANEL F � 12" CIA. CITY OF YELM DEPT. OF PUBLIC WORKS REMOTE POST - RESIDENTIAL PJMP CONTROL PANEL INSTALLATION APP� DING. NO. PUBLIC NARKS DIRECTOR DATE 7 -4 DE . CK . DATE JY I JEG I TP 1 4/2007 CI REMOTE POST PUMP CONTROL PANEL INSTALLATION N.T.S. TABLE FOR FEEDER WIRE RUN WRE SIZE MAX -MUM DISTANCE 012 AWG COPPER 150 FEET 01U AWG COPPER 250 FEET 08 AWG COPPER 950 FEET lace a LVK IVA I IDN4 FUR ADVIUNAL INFORMATION). T04MNCE ALMM WISH IIdR. rP F,]I SERMCF CNt CITY OF F -0 YEAI A CRY C FROM POWER SOURCE PAWL SZE MAY VARY DEPENDING ON MANUFACURER - DECAL - SEE SPECIFICATIONS -BOLO 18PT. LETTERING - PADLOCK WITH COMMON KEY FURNISHED BY THE CITY OF YELM -ALARM JGET AND SILENCE BUTTON 1 -112 EP TANK - SIMPLEX .13-02 EP TANK - DUPLEX n -112 EP TANK - TRIPLEX TYPICAL PUMP CONTROL PANEL ,oM',"P SVED -7 DWG, NO PUBLIC WORKS DIRECTOR DA'E 7-6 JEG I TP (1 TYPICAL PUMP CONTROL PANEL �;7 N.T.S. AP OV OR CONSTRUCTION 8 DATE: VELO ENT REVIEW ENGINEER APPROVAL EXPIRES: / 0 VERTICAL DATUM THURSTON COUNTY SURVEY CONTROL NETWORK (NORTH AMERICAN VERTICAL DATUM 1988) HELD ELEVATION 330.98 FOR CONTROL POINT NO. 252 SURFACE BRASS MONUMENT 0.32 MILES WEST OF SR-510 ON 93RD AVE. S.E. (ALSO BEING HELD AS THE N.W. CORNER OF SECTION 24) BASIS OF BEARINGS _ THURSTON COUNTY SURVEY CONTROL NETWORK (NORTH AMERICAN DATUM 1983191) HELD NORTH 88 °16'26" WEST FOR THE NORTH LINE OF THE NORTHWEST QUARTER OF SECTION 24 L 0 U 0 Z O m U C,, N LL N ui r }O yOy F- H- U CJ U K w W LEI 0- w o W 'ClSTES� �y~a NAL E� QV z *_4 W L�L� � /Vj, FAT W A � CID rn a' ¢ ed h CID CID COD 0 Sit U 8 OF 11 O' z, W' O N �N $ J zU G 0 I I 000 C4.2 cm c5m . TW INIgWe TYPICAL PIPE TRENCH -7-3 I TYPICAL PIPE TRENCH N.T.S. CALL 48 HRS BEFORE YOU DIG 1- 800 - 424 -5555 "TLAND BATTING CAGES ON -SITE STEP SYSTEM NOTES & DETAILS SEC. 24 / TWP. 171 RGE. 1 E, W.M. THURSTON COUNTY, WA CITY OF YELM IS' MIN RISER HEIGHT TYPICAL W-H ALL VON -TRAMC BEARING TANKS LEAVE SUFFICIENT WE TO ALLOW FOR PUMP REMCVA_ ELECTRRICAL SPUZE BOX WiM CORD GRIPS ALL CONNECTIONS S-IALL BE MADE WTH HEAT SHRINK BUTT ,.ONNECTORS 21' OR 24" PVC— SLOPE GROUND AWA' FROM RISER- RISER WAD 14 GAUGE OF 10' FROM MP OF RI: f,R Tp LG INSULATED OF CTRICAL CONDUIT -� _ ONMG WRE MSTALL IN 3/4" EY CONDUIT SEA DH �� _ ELECTRICAL CONOUIT TC- POWER SOURCE OFF CE STEEL CASKFT AND SHALL BE WITH 12" BE OG f30' DM. RIRRM PVC RSER WTH NEOPRENE / GROMMETS WRE - INSTALL 2 -PAR7 EPDXY, USE ORENCO RISER TANK ADAPMR FOR CONCRETE IANKS EMMY AS SET CITY OF YELM PERIMETER OF VAIII T 4' CIA, PVC FLOW INDUCER PW BIOIUSE THE MATERIAL FOR DUPIFX. TRIPIFX. AIR) CLASS 1 GMSION 1 INSTAL_ATI WILL VARY 1FE WNTRAUR SHALL MEET Ti O ` N IENI Uf ]H E UY . INSTALLATION REW REVENIS SNOW) IN T$ N iFE C TYPICAL STEP IVSTALLAi ON. ALL STEP TANKS SHALL BE 1,--20 LOAD RATED TAN.. TH S POLICY SHALL TAKE EFFECT ON MAY X, 2007. NOTE: rd COMMERCIAL SYSTEMS REQUIRE 20 GPM PUMP - ";:)ICAL SIMPLEX STEP TANK INSTALLATION APPROVED CWG. N0. PUBLC WORKS DIRF TOR DATE JY (`rd,,TYPICAL SIMPLEX STEP TANK INSTALLATION V N.T.S. 4DG0F 2' WATER TIGHT CAP TYPICAL IN PR07ECMD AREAS NON- PROTECTED AREAS (LAWNS, ETC,) ' TALL REQUIRE SERMIX BOXES (CARSON OR RICH) VE UND OUSTING (Rg7Np -- 14 GA. COPPER TONING WIRE WRAP ONCE AROUND CLEANOUT PIPE NEW 4" PVC SEWER TOP OF STEP TANK .. LINE (TYP) (3034) DOUBLE ZX SLOPE TO TANK SWEEPING TEE Z� RFOM J ;NUT BAFFLE r FERNCD COUPLING OR I APPROVED EQJAL FERNCO COUPLING OR APPROVED EQUAL �d CITY OF YELM DEPT. OF PUBLIC WORKS _ TYPICAL CONNECTION n� Oft. PUBLIC WORKS DRECTOR DALE WN. C JY JFf TP ( )TTYPICAL CONNECTIONS N.T.S. V FORM CONDUITS TO .. POST OR CHANNEL. SEE TmiCAL PUMP CONTROL PANEL DETAIL DRAWING 00. rU.T PUMP CONTROL PANEL `VC CONDUIT 3 10" V 4 "Ar PRESSURE TREATED POST % ATTAC -i CONDUIT TO POST WITH STAINLESS STEEL TWO HOLE STRAPS CONCRETE EXISTING GROUND HS 'r iR TO NEW m STEP TA F1,ECTRICAL PANEL F � 12" CIA. CITY OF YELM DEPT. OF PUBLIC WORKS REMOTE POST - RESIDENTIAL PJMP CONTROL PANEL INSTALLATION APP� DING. NO. PUBLIC NARKS DIRECTOR DATE 7 -4 DE . CK . DATE JY I JEG I TP 1 4/2007 CI REMOTE POST PUMP CONTROL PANEL INSTALLATION N.T.S. TABLE FOR FEEDER WIRE RUN WRE SIZE MAX -MUM DISTANCE 012 AWG COPPER 150 FEET 01U AWG COPPER 250 FEET 08 AWG COPPER 950 FEET lace a LVK IVA I IDN4 FUR ADVIUNAL INFORMATION). T04MNCE ALMM WISH IIdR. rP F,]I SERMCF CNt CITY OF F -0 YEAI A CRY C FROM POWER SOURCE PAWL SZE MAY VARY DEPENDING ON MANUFACURER - DECAL - SEE SPECIFICATIONS -BOLO 18PT. LETTERING - PADLOCK WITH COMMON KEY FURNISHED BY THE CITY OF YELM -ALARM JGET AND SILENCE BUTTON 1 -112 EP TANK - SIMPLEX .13-02 EP TANK - DUPLEX n -112 EP TANK - TRIPLEX TYPICAL PUMP CONTROL PANEL ,oM',"P SVED -7 DWG, NO PUBLIC WORKS DIRECTOR DA'E 7-6 JEG I TP (1 TYPICAL PUMP CONTROL PANEL �;7 N.T.S. AP OV OR CONSTRUCTION 8 DATE: VELO ENT REVIEW ENGINEER APPROVAL EXPIRES: / 0 VERTICAL DATUM THURSTON COUNTY SURVEY CONTROL NETWORK (NORTH AMERICAN VERTICAL DATUM 1988) HELD ELEVATION 330.98 FOR CONTROL POINT NO. 252 SURFACE BRASS MONUMENT 0.32 MILES WEST OF SR-510 ON 93RD AVE. S.E. (ALSO BEING HELD AS THE N.W. CORNER OF SECTION 24) BASIS OF BEARINGS _ THURSTON COUNTY SURVEY CONTROL NETWORK (NORTH AMERICAN DATUM 1983191) HELD NORTH 88 °16'26" WEST FOR THE NORTH LINE OF THE NORTHWEST QUARTER OF SECTION 24 L 0 U 0 Z O m U C,, N LL N ui r }O yOy F- H- U CJ U K w W LEI 0- w o W 'ClSTES� �y~a NAL E� QV z *_4 W L�L� � /Vj, FAT W A � CID rn a' ¢ ed h CID CID COD 0 Sit U 8 OF 11 O' z, W' O N �N $ J zU G 0 I I 000 C4.2 OFF CE STEEL CASKFT AND SHALL BE WITH 12" BE OG f30' DM. RIRRM PVC RSER WTH NEOPRENE / GROMMETS WRE - INSTALL 2 -PAR7 EPDXY, USE ORENCO RISER TANK ADAPMR FOR CONCRETE IANKS EMMY AS SET CITY OF YELM PERIMETER OF VAIII T 4' CIA, PVC FLOW INDUCER PW BIOIUSE THE MATERIAL FOR DUPIFX. TRIPIFX. AIR) CLASS 1 GMSION 1 INSTAL_ATI WILL VARY 1FE WNTRAUR SHALL MEET Ti O ` N IENI Uf ]H E UY . INSTALLATION REW REVENIS SNOW) IN T$ N iFE C TYPICAL STEP IVSTALLAi ON. ALL STEP TANKS SHALL BE 1,--20 LOAD RATED TAN.. TH S POLICY SHALL TAKE EFFECT ON MAY X, 2007. NOTE: rd COMMERCIAL SYSTEMS REQUIRE 20 GPM PUMP - ";:)ICAL SIMPLEX STEP TANK INSTALLATION APPROVED CWG. N0. PUBLC WORKS DIRF TOR DATE JY (`rd,,TYPICAL SIMPLEX STEP TANK INSTALLATION V N.T.S. 4DG0F 2' WATER TIGHT CAP TYPICAL IN PR07ECMD AREAS NON- PROTECTED AREAS (LAWNS, ETC,) ' TALL REQUIRE SERMIX BOXES (CARSON OR RICH) VE UND OUSTING (Rg7Np -- 14 GA. COPPER TONING WIRE WRAP ONCE AROUND CLEANOUT PIPE NEW 4" PVC SEWER TOP OF STEP TANK .. LINE (TYP) (3034) DOUBLE ZX SLOPE TO TANK SWEEPING TEE Z� RFOM J ;NUT BAFFLE r FERNCD COUPLING OR I APPROVED EQJAL FERNCO COUPLING OR APPROVED EQUAL �d CITY OF YELM DEPT. OF PUBLIC WORKS _ TYPICAL CONNECTION n� Oft. PUBLIC WORKS DRECTOR DALE WN. C JY JFf TP ( )TTYPICAL CONNECTIONS N.T.S. V FORM CONDUITS TO .. POST OR CHANNEL. SEE TmiCAL PUMP CONTROL PANEL DETAIL DRAWING 00. rU.T PUMP CONTROL PANEL `VC CONDUIT 3 10" V 4 "Ar PRESSURE TREATED POST % ATTAC -i CONDUIT TO POST WITH STAINLESS STEEL TWO HOLE STRAPS CONCRETE EXISTING GROUND HS 'r iR TO NEW m STEP TA F1,ECTRICAL PANEL F � 12" CIA. CITY OF YELM DEPT. OF PUBLIC WORKS REMOTE POST - RESIDENTIAL PJMP CONTROL PANEL INSTALLATION APP� DING. NO. PUBLIC NARKS DIRECTOR DATE 7 -4 DE . CK . DATE JY I JEG I TP 1 4/2007 CI REMOTE POST PUMP CONTROL PANEL INSTALLATION N.T.S. TABLE FOR FEEDER WIRE RUN WRE SIZE MAX -MUM DISTANCE 012 AWG COPPER 150 FEET 01U AWG COPPER 250 FEET 08 AWG COPPER 950 FEET lace a LVK IVA I IDN4 FUR ADVIUNAL INFORMATION). T04MNCE ALMM WISH IIdR. rP F,]I SERMCF CNt CITY OF F -0 YEAI A CRY C FROM POWER SOURCE PAWL SZE MAY VARY DEPENDING ON MANUFACURER - DECAL - SEE SPECIFICATIONS -BOLO 18PT. LETTERING - PADLOCK WITH COMMON KEY FURNISHED BY THE CITY OF YELM -ALARM JGET AND SILENCE BUTTON 1 -112 EP TANK - SIMPLEX .13-02 EP TANK - DUPLEX n -112 EP TANK - TRIPLEX TYPICAL PUMP CONTROL PANEL ,oM',"P SVED -7 DWG, NO PUBLIC WORKS DIRECTOR DA'E 7-6 JEG I TP (1 TYPICAL PUMP CONTROL PANEL �;7 N.T.S. AP OV OR CONSTRUCTION 8 DATE: VELO ENT REVIEW ENGINEER APPROVAL EXPIRES: / 0 VERTICAL DATUM THURSTON COUNTY SURVEY CONTROL NETWORK (NORTH AMERICAN VERTICAL DATUM 1988) HELD ELEVATION 330.98 FOR CONTROL POINT NO. 252 SURFACE BRASS MONUMENT 0.32 MILES WEST OF SR-510 ON 93RD AVE. S.E. (ALSO BEING HELD AS THE N.W. CORNER OF SECTION 24) BASIS OF BEARINGS _ THURSTON COUNTY SURVEY CONTROL NETWORK (NORTH AMERICAN DATUM 1983191) HELD NORTH 88 °16'26" WEST FOR THE NORTH LINE OF THE NORTHWEST QUARTER OF SECTION 24 L 0 U 0 Z O m U C,, N LL N ui r }O yOy F- H- U CJ U K w W LEI 0- w o W 'ClSTES� �y~a NAL E� QV z *_4 W L�L� � /Vj, FAT W A � CID rn a' ¢ ed h CID CID COD 0 Sit U 8 OF 11 O' z, W' O N �N $ J zU G 0 I I 000 C4.2 CI REMOTE POST PUMP CONTROL PANEL INSTALLATION N.T.S. TABLE FOR FEEDER WIRE RUN WRE SIZE MAX -MUM DISTANCE 012 AWG COPPER 150 FEET 01U AWG COPPER 250 FEET 08 AWG COPPER 950 FEET lace a LVK IVA I IDN4 FUR ADVIUNAL INFORMATION). T04MNCE ALMM WISH IIdR. rP F,]I SERMCF CNt CITY OF F -0 YEAI A CRY C FROM POWER SOURCE PAWL SZE MAY VARY DEPENDING ON MANUFACURER - DECAL - SEE SPECIFICATIONS -BOLO 18PT. LETTERING - PADLOCK WITH COMMON KEY FURNISHED BY THE CITY OF YELM -ALARM JGET AND SILENCE BUTTON 1 -112 EP TANK - SIMPLEX .13-02 EP TANK - DUPLEX n -112 EP TANK - TRIPLEX TYPICAL PUMP CONTROL PANEL ,oM',"P SVED -7 DWG, NO PUBLIC WORKS DIRECTOR DA'E 7-6 JEG I TP (1 TYPICAL PUMP CONTROL PANEL �;7 N.T.S. AP OV OR CONSTRUCTION 8 DATE: VELO ENT REVIEW ENGINEER APPROVAL EXPIRES: / 0 VERTICAL DATUM THURSTON COUNTY SURVEY CONTROL NETWORK (NORTH AMERICAN VERTICAL DATUM 1988) HELD ELEVATION 330.98 FOR CONTROL POINT NO. 252 SURFACE BRASS MONUMENT 0.32 MILES WEST OF SR-510 ON 93RD AVE. S.E. (ALSO BEING HELD AS THE N.W. CORNER OF SECTION 24) BASIS OF BEARINGS _ THURSTON COUNTY SURVEY CONTROL NETWORK (NORTH AMERICAN DATUM 1983191) HELD NORTH 88 °16'26" WEST FOR THE NORTH LINE OF THE NORTHWEST QUARTER OF SECTION 24 L 0 U 0 Z O m U C,, N LL N ui r }O yOy F- H- U CJ U K w W LEI 0- w o W 'ClSTES� �y~a NAL E� QV z *_4 W L�L� � /Vj, FAT W A � CID rn a' ¢ ed h CID CID COD 0 Sit U 8 OF 11 O' z, W' O N �N $ J zU G 0 I I 000 C4.2 lace a LVK IVA I IDN4 FUR ADVIUNAL INFORMATION). T04MNCE ALMM WISH IIdR. rP F,]I SERMCF CNt CITY OF F -0 YEAI A CRY C FROM POWER SOURCE PAWL SZE MAY VARY DEPENDING ON MANUFACURER - DECAL - SEE SPECIFICATIONS -BOLO 18PT. LETTERING - PADLOCK WITH COMMON KEY FURNISHED BY THE CITY OF YELM -ALARM JGET AND SILENCE BUTTON 1 -112 EP TANK - SIMPLEX .13-02 EP TANK - DUPLEX n -112 EP TANK - TRIPLEX TYPICAL PUMP CONTROL PANEL ,oM',"P SVED -7 DWG, NO PUBLIC WORKS DIRECTOR DA'E 7-6 JEG I TP (1 TYPICAL PUMP CONTROL PANEL �;7 N.T.S. AP OV OR CONSTRUCTION 8 DATE: VELO ENT REVIEW ENGINEER APPROVAL EXPIRES: / 0 VERTICAL DATUM THURSTON COUNTY SURVEY CONTROL NETWORK (NORTH AMERICAN VERTICAL DATUM 1988) HELD ELEVATION 330.98 FOR CONTROL POINT NO. 252 SURFACE BRASS MONUMENT 0.32 MILES WEST OF SR-510 ON 93RD AVE. S.E. (ALSO BEING HELD AS THE N.W. CORNER OF SECTION 24) BASIS OF BEARINGS _ THURSTON COUNTY SURVEY CONTROL NETWORK (NORTH AMERICAN DATUM 1983191) HELD NORTH 88 °16'26" WEST FOR THE NORTH LINE OF THE NORTHWEST QUARTER OF SECTION 24 L 0 U 0 Z O m U C,, N LL N ui r }O yOy F- H- U CJ U K w W LEI 0- w o W 'ClSTES� �y~a NAL E� QV z *_4 W L�L� � /Vj, FAT W A � CID rn a' ¢ ed h CID CID COD 0 Sit U 8 OF 11 O' z, W' O N �N $ J zU G 0 I I 000 C4.2 , ^�, '$TA 0 +02.00, 20.0' LT 135LF 8 9 C 00 INSTALL: CLASS 150 (ki5 TEE_(MJ)_ _ < (; lw -(1 j�ATE VALV +'+Y l v k I[, (1) HRUSTBLO( l 777_77t i A.. -1 331 _ 1 +0o N( _f 588'1626 "E 115,00, STA INSTALL 'T- (1 ) B VALVEL.O� il ✓:,.r f�T� J1 Sr,. �zc R �c SAN 0RV Jr 3C �Rtf 3J i 4 1i15`PiFR 0 'Y is "I _ s ol,r :f,lAn ^f. HE E. - 333 C STA-0 +22.00, 27.90'RT INSTALL (1) 1-1/2" DOMESTIC WATER METER STA -0 +22.00, 32.50 RT z INSTALL: (1) REDUCED PRESSURE BACKFLOW ASSEMBL�040S z I X242 I 1 J Z I PpN I 3 228LF 8" C900 CLASS 150 i I\ 1 IN � STA 2 +48.00, 14.5' LT ! 4 INSTALL: ' (1) 5/8" DOMESTIC WATER METER I `c I STA 2 +48,00, 2.0' LT o i INSTALL: o� iu (1) V SERVICE SADDLE STA 2 +54.00, 2.0' LT INSTALL: I " (1) 6"x6" TEE (MJxFL) "' (1) 6" GATE VALVE (FLXRJ) o (1) 8" PLUG (MJ) ? 'E- 16LF 6' DI WATER LINE HYDRANT ASSEMBLY STA 2 +54.25, 17.53' RT - IZ-7 i THRUST BLOCKING Y� I vi C 16LF 6 'L': C9b`0 / CLASS 150 / jr +1 v¢, u�. o CALL 48 HRS BEFORE YOU DIG 1- 800 - 424 -5555 78,M �Go � �STA'A PROVIDE NEAT LBNE 6;TL -4�, M M�V�S'"TALL� A TACK COAT SAWICGp" FA 7.24 \ � �x'WP „Xg• TIT PRIOR TO PAVING, SEAL JOINT V ' ',GATT` kT TOP WIT Nt4 AR400 AFTER PAVI m;0rxW:� i i WA 16LF WATER LINE E . HYDRANT ASSEMBLY f� .. . - STA2 +64,25,17.53' RT_ -- -- Q W� THRUSTDBLOCKING II i 0- I II 7 z 0 CN I--'1 3 z STA 0 +25.50, 2.0' LT - �, INSTALL: (1) 2" SERVICE SADDLE I I STA 1 +35.50, 19.0 LT it INSTALL' JI (1)1 -1/2 ' DOMESTIC WATER METER SETTER y WATER STUB FOR FUTURE COMMERCIALI DEVELOPMENT. WATER BE SIZED AND INSTAL 9 _v L - - 9F- FUTURE- DEVELOPI j J. Ir_._.... _ T_.-.. I, I STA 1w35.50, 2.0' LT 'x I' INSTALL: I i \i II (1)2' SERVICE SADDLE; kY 1l- � t,77 7 �� V 4iK1.1- PROPOSED BATTII \ CAGE BUILDING 80x100' 8,000.00 SF w HETLAND BATTING CAGES ON SITE WATER PLAN & PROFILE 2j,1 TWP. 171 RGE. I E., W.M. THURSTON COUNTY, WA CITY OF YELM / -I r i +7_4L" 12 ",OS (;E) CONSTRUCTION ON ROADWAY. ( JXFL) ' POSSIBLE POINT 336AZ POSITION. (FLXRJ A " 12/9/08 fE 'LI A ASS 8 Y� 3 N iARAL i ,p1125.00LT C VSTA 141$.691 2 LT . a (1)!3'45 ° BEND (MJ) •�-., �; d taF ,: �) iv TF,iRLIST BLOCKING �. "94LF 8 "C90 X �' >�7�� // I,E 32 C8 12 ADS (N6V) .. GLASS 150 p +00 54 06 r > ALS /SS) �..0 -., `qj.' SAWCUW� Yl k'KIQ PitVINO�D`1N yFTOP W($H 4ve6AFTERP%416*� `x Yk t a i (Jk ut u r ` \ r,.. 1c � � +93.11, rt,R'fA, +, E 0�' I- 1, lj 1 / �� C TO E T 8" WATER tru1A ` R ff u 2I � ORSH L LID VERIFY) '?. ,� 0400EM,E BLOW- F VALVE �y ell, 'k PA911 M 2h2A;� a ti. / NS' 12 "a D iL% PROVIDE SLEEVE WATER& SEWER CROSSING'TU� _R TO TIME • \ i�7K 16 L ,j 242�0j 0v 351.00- - -- FANI LARv SF rt n rift 348.00 - 1 GRADE BREAK STA 0 +50.00 _.... IE =346,90 ..EXISTING GRADE @ C/L PROPOSED GRADE @ C/L 11 GRADE BREAK STA 2 +38.20 IE= 346.31 STA 0 +02.00, 20.0' LT STA 0 +25.50, 2.0' LT STA 2 +48.00, 2.0' LT INSTALL: 345.00 _ INSTALL _._ . ...INSTALL: () 8" TEE (1)1" SERVICE SADDLE FOR 226LF 8" C990 (1)1 "SERVICE SADDLE (11) 6" GATE VALVE (FLxMJ) - WATER SERVICE CLASS 150 � WATER SERVICE (1) THRUST BLOCKING - -- - _ -- - (1)8"x6 " TEE (MJXFL) aa� (1) 6" GATE VALVE ( FLxRJ) y 1 8- PLUG MJ N a 16LF WATER LINE E " HYDRANT ASSEMBLY f� .. . - STA2 +64,25,17.53' RT_ -- -- Q W� THRUSTDBLOCKING II i 0- I II I � 339.00-1 I...__ i b.... i 0 +00 0 +30 0+60 0+90 1 +20 1 +50 1 +80 2 +10 2 +40 2 +70 WATER LINE PROFILE 0 DRIVEWAY STA 0+00.00 TO 3 +1244 SCALE: VERTICALI " =30' HORIZONTAL 11" = 3' 351.00 - I 1 3 +003 +12.44 APP V OR CONSTRUCTION DATE: 7 / _ �o D�VEUO MENT REVIEW ENGINEER AP \ \ \ \ \PROVAL EXPIRES: 1" = 30' 0 15 30 60 VERTICAL DATUM THURSTON COUNTY SURVEY CONTROL NETWORK (NORTH AMERICAN VERTICAL DATUM 1988) HELD ELEVATION 330.98 FOR CONTROL POINT NO. 262 SURFACE BRASS MONUMENT 0.32 MILES WEST OF SR -510 ON 93RD AVE. S.E. (ALSO BEING HELD AS THE N.W. CORNER OF SECTION 24) BASIS OF BEARINGS THURSTON COUNTY SURVEY CONTROL NETWORK (NORTH AMERICAN DATUM 1983/91) HELD NORTH 88 °16'26" WEST FOR THE NORTH LINE OF THE NORTHWEST QUARTER OF SECTION 24 WATER SYSTEM NOTE MAINTAIN 18" SEPERATION AT ALL SEWER / WATER CROSSINGS. IF MINIMUM SEPERATION CANNOT BE MAINTAINED WATER LINE SHALL BE SLEEVED. ALL TEES, CROSSINGS, ELBOWS, VALVES, COUPLING, ETC 'I. PER CITY OF YELM STANDARD DETAILS. THE DEVELOPER IS RESPONSIBLE FOR THE COST OF THE FIRE HYDRANT LOCKS AND THE CITY OF YELM WATER DEPARTMENT WILL ORDER AND INSTALL THEM. INFORMATION ON EXISTING WATER MAIN BLOW -OFF LOCATED AT THE SOUTHEAST CORNER OF THE INTERSECTION OF 93RD & YELM AVE. (SR 510) IS INCOMPLETE. CONTRACTOR SHALL POTHOLE OR VERIFY EXACT LOCATION. NOTIFY ENGINEER WHEN THIS HAS BEEN DETERMINED. WELL ABANDONMENT THE CITY OF YELM WATER DEPARTMENT WILL NEED A COPY OF THE WELL ABANDONMENT REPORT. THIS CAN BE SENT TO THE CITY OF YELM AT 901 RHOTON ROAD YELM, WA. 98597. w � N w w 0 00 ti d U U U � � W a a o d z N v � aa� b h r L17 f� � N Q W� 7 z 0 CN I--'1 3 z M �dA yV� a a a z w � N w w 0 00 ti d U U U � � W a a o d z N v � EXISTING GRADE @ CIL -.. _._.. 348.00 -' - - STA 1 +16. %_AL0_LT- __ - -- -; STA CONNECT 1, 33.61' RT W " I � CONNECT TO EXISTING 8" WATER MAIN INSTALL: ',, (CONTRACTOR SHALL FIELD VERIFY) `9 II w N STA 0+02.00, 20.0' LT (1) 8" 45° BEND (MJ) REMOVE EXISTING BLOW -OFF VALVE _... 1 TALL:__ % BLOCKING _(1) 8" TEE MJ THRUST 345.00- INSTALL: ( ) - 8" GATE VALVE (FLxMJ) 115LF 8' C990 94LF 81I' C900 (1) THRUST BLOCKING I CLASS 150 CLASS 150 I' Q 342.00 q, 3Y L ,w,1 %3 '1 "r''' YI / LT4 Occ S vi 339.00 -I I -_ r I -- I -b i- 0+00 0 +30 0 +60 0 +90 1 +20 1 +50 1 +8 2""23 STA 1 +70.00, 30.0' RT w INSTALL: ¢ (1) 8'W" TEE (MJxFL) w U (1) 6" GATE VALVE (FLXRJ) 00 4 (1)HYDRANT ASSEMBLY WATER LINE PROFILE 0 93rd AVE. S.W. STA 0+00.00 TO 2+12.23 SCALE: VERTICAL 1" = 30' SHEET 9 OF 11 HORIZONTAL 1'• a 3' CS.O b h r L17 f� h W� 7 z 0 CN I--'1 3 z M �dA yV� EXISTING GRADE @ CIL -.. _._.. 348.00 -' - - STA 1 +16. %_AL0_LT- __ - -- -; STA CONNECT 1, 33.61' RT W " I � CONNECT TO EXISTING 8" WATER MAIN INSTALL: ',, (CONTRACTOR SHALL FIELD VERIFY) `9 II w N STA 0+02.00, 20.0' LT (1) 8" 45° BEND (MJ) REMOVE EXISTING BLOW -OFF VALVE _... 1 TALL:__ % BLOCKING _(1) 8" TEE MJ THRUST 345.00- INSTALL: ( ) - 8" GATE VALVE (FLxMJ) 115LF 8' C990 94LF 81I' C900 (1) THRUST BLOCKING I CLASS 150 CLASS 150 I' Q 342.00 q, 3Y L ,w,1 %3 '1 "r''' YI / LT4 Occ S vi 339.00 -I I -_ r I -- I -b i- 0+00 0 +30 0 +60 0 +90 1 +20 1 +50 1 +8 2""23 STA 1 +70.00, 30.0' RT w INSTALL: ¢ (1) 8'W" TEE (MJxFL) w U (1) 6" GATE VALVE (FLXRJ) 00 4 (1)HYDRANT ASSEMBLY WATER LINE PROFILE 0 93rd AVE. S.W. STA 0+00.00 TO 2+12.23 SCALE: VERTICAL 1" = 30' SHEET 9 OF 11 HORIZONTAL 1'• a 3' CS.O `o 0 g N O N 0 o' 0 I ro n rn 3 a m 0 c m a c 0 ro m 0 v m 0 CA 0 re CALL 48 HRS BEFORE YOU DIG 1- 800 - 424 -5555 BASIS OF BEARINGS THURSTON COUNTY SURVEY CONTROL NETWORK (NORTH AMERICAN DATUM 1983191) HELD NORTH 88 °16'28" WEST FOR THE NORTH LINE OF THE NORTHWEST QUARTER OF SECTION 24 Top view operating nut iii t p I---Umiis at paymId Point Hyyddroof W Oh€ ?W PppE€ Sun Yellow High and NYdronr Lack Grade Enamel Sonnet 111 13312 a 1 /z'HOee mann.e8mn with throads I HYDRANT OFFSET .x_41 /z "Siwmor Connection with MST threads Sae robe hex tied & S" Stone ado pMr solve Ift dx ant 4'a• 1R "124 "SfHe 5 -37 w /SC CaR � B -41 Ii Orommmi 3'aMinlpinm _11 I � r Flan fee fire BB 8° Flanged a° 1 �-6"Ptpo oiJ 2 Ii gmiron 7thrusIblWock 6" gate valve, FL X MJ Soo note below Vortex 4 "x8"xl8" concrete WOOL Hydrant shoe Rockfil€ to fop of drain ring housing bolts with 2" washed rack os shown Plastic bar6' x 6' sheaf of I I mil, plastic or Con- thrust blocStrUCHOn labric, Covering 2° washed rock Genet I. Hydrants with f» beefed in 00111-in -dace against In accordance d aim Section three fHNng only In ius unobstructed m w r Three foot radius doun OR hyqp area moll be (ants *h around aN hydrants, CITY OF YELM, WASHINGTON 2. Hydrants shag be Dreeeer M & N DEPT. OF PUBLIC WORKS ReNwd style 828, Glow Medallion or American AVK Serbs 2780 or Mueller 3. 00huvoly» *hall be MARent wedge FIRE HYDRANT HAS with 0 °dngg $sale. Valve ends shell be MeehoMm) N by ANSI Donppme& Vulvas when Conform to AWWA 608 -tm, .6BL80MFD .0Fµ Nn VaIVee shall be Moeller M&H. Kennedy, Claw R/W er Wotercus Series 800. PUBLIC Wma DRECTOR DATE 6-7 4. Fire Hydrant look orh Is required DES ask oily Will order ant 1110"ll. ES JED It � a 20m AVISTORADON OEVRI �. rllE raJK ORAfLM f0" LYAER DTENCH BACXP&L TRACER VINE (WE ICtteERAL NOTE 4 2 3 1PRIER ROTES N& 7) H19MM MATERIAL SEE NOTE 4 - I I -- twmw m sae NOTES: t. A UMMt/ t CO" aF S5' SNALL W MAMTNW, EXCEPT AS REpaKO AT DONNE'CROV P01VTd 2 NATIVE DALSf11E SHALL CM=r OF CRUA M PROCESSED, OR NAIUFALEY OCRRBIEW ORANEAAR MATLMA. IT SAUL BE EMSUMALLY FREE FROM Wal" TYPES OF WOU 0181E OR OTIILR EIDRANEOUS OR OB.ECRpNABiI MATIMS it SHAM, HAVE SOON CHARACILRISRLY QF RILE AMC SNIPE Wt It ME COMPACT READILY LGNPACT. 3 rMTfVE MENFd€ RACIlt71E MATERIAL SNALL W SORTED OT SCREENED SO BEAT TM NAMM ActRxwTE SMAE Ls a -#cNES 4. PIPE BMW MATERIAL SAME BE SOP OR OM CITY APPROwA E'OEAE, NO SLOSIENt 5 ME W ALLOW NDMT $ rMM AuDmvAnom FROM ME err OF VEJ, & %MILE H41714 MATERIALS HAVE SEEM DEEMED OWCLEP7ABLE By THE a1Y, MATH RAOIOILE SNAL, MILT 1M RSOOr sTANDAO AsTCwAMMA4 Pori M ME 7wT Mm 1°EQ EU TYPICAL WATER MAIN TRENCH & BEDDING APPROVOIL DM NO PURUO MORNS IxREeiox_ DAff 6— 1 5 ES I JEG (& TYPICAL WATER MAIN TRENCH & BEDDING C5. N.T.S. HE RAND BATTING CAGES ON -SITE WATER PLAN NOTES & DETAILS SEC. 24 / TWP.17 /RGE. I E W.M. THURSTON COUNTY, WA CITY OF YELM NOTES: I. BLACKING SHALL BE CEMENT CONCRETE CLASS 3000 POURED IN PLACE AGAINST UNDISTURBED EARTH. FITTING SHALL BE ISOLATED FROM CDNCRETE THRUST BLOCK WITH PLASTIC OR SIMILAR MATERIAL. 2. TO DETERMINE THE DEARING AREA OF THE THRUST FEET (S.F BLOCK IN SQUARE .): 32 000 LESS -' 3000LB /SND 1=N SAND SANDOFRAREA 3. AREAS MUST BE ADJUSTED FOR OTHER PIPE SIZE, PRESSURES AND SOIL CONDITIONS. SHALL BE 4 AS WELL G AS TO C NTINUOUSLY WITHSTAND OPERATINGE PRESSURE UNDER ALL CONDITIONS OF SERVICE. SAFE SOIL BEARING LOADR ,,... .: Lc EOS 2 FI THRUST LOADS - -�' -- THRUST AT PIPE DIAMETER 4 6" 10" 2" 4" i6" FITTINGS IN POUNDS AT 20D POUNDS PER =OF QUARE INCH OF WATER PRESS BEND 2 -1/2' BEND 11 -1/4• BEND DEAD EN 2,000 OR TEE t,ODO $04 2,600 4,400 2,300 1,200 5,700 7,700 4 =0 2.000 f 0,100 12,100 fi,200 5,700 15 ggD 7,400 8.900 4,$00 22,700 3,600 12,100 6,100 30,800 0.800 15,700 7,900 40,300 NOTES: I. BLACKING SHALL BE CEMENT CONCRETE CLASS 3000 POURED IN PLACE AGAINST UNDISTURBED EARTH. FITTING SHALL BE ISOLATED FROM CDNCRETE THRUST BLOCK WITH PLASTIC OR SIMILAR MATERIAL. 2. TO DETERMINE THE DEARING AREA OF THE THRUST FEET (S.F BLOCK IN SQUARE .): 32 000 LESS -' 3000LB /SND 1=N SAND SANDOFRAREA 3. AREAS MUST BE ADJUSTED FOR OTHER PIPE SIZE, PRESSURES AND SOIL CONDITIONS. SHALL BE 4 AS WELL G AS TO C NTINUOUSLY WITHSTAND OPERATINGE PRESSURE UNDER ALL CONDITIONS OF SERVICE. SAFE SOIL BEARING LOADR ,,... .: Lc EOS 2 FI SOIL POUNDS PER 1 1 /2" 13 1 {' /.. 15" SQUARE FOOT MUCK. PEAT 0 SOFT CLAY 1,000 SAND 2,000 SAND & GRAVEL 3.000 SAND & GRAVEL CEMENTED WITH 41000 3: METER BOX- THRUST LOADS DWG. NO. FDWN. DIRECTOR DATE 6-14 CKD. DATE MATERIAL LIST. GRAVEL BASE I. SERVICE LINE f2" 7NK:K P or BEND 3, UNM M NIPPLE S. SHUT -Orr VALVE D. CHECK VALVE (06.HS. APPROVED) 7. RELIEF VALVE C TESTS vacs e. DRAIN W DATIRRIT To.PLOOS IN TEST COCKS OENEml, ROM A. TROROUONLT ILUGN DREG PRKM TO INSTALLATRNI. & DIAMETER OF NTE AND rRIRLSE . C. REPO To DEVELOPMENT IR"WKS SECTION &Ito FOR TURTNFS IHEORRATIOIL M 00 ACT O14TALL IN AREA SUsm" TD naaDN& 1R 9wLame OR UUNGKnON SYSTEM REDUCED PRESSURE BACKFLOW ASSEMBLY FOR 2" OR SMALLER '� \ "'• -"'° DNS, Na 1DRKa aNe1GiBN DATE 1 6-17 JEG I m VERTICAL DATUM yr 0 OR CONSTRUCTION THURSTON COUNTY SURVETIM ROL NETWORK Y. DATE: 2/ '2i'�rj TU HELLDTELEVA AMERICAN 330.98TFOROL POINT N0.252 IDEVELO MENT REVIEW ENGINEER SURFACE BRASS MONUMENT ,32 MILES WEST OF SR-510 ON 93RD AVE. S.E. (ALSO BEING HELD AS THE N.W. CORNER A OVAL oFSecnoN2a) EXPIRES: 2� p SIZE A B DUCTILE - -"- - APPROVED M i 4 BOX 1 1 /2" 13 1 {' /.. 15" Llb - 1730 DI READER LID BO% - BCF ".. 1730 X:12 SASE OR APPROVED EQUAL 2 17 f /d" 15" SWING JOINT AT BASE OF HYDRAI �i �I re OuL Dun 41 3: METER BOX- -� 1 1 /2 " -Y' POLYETHYLENE LINE BALI vALVE: 1 i /z "-Z" MALE L�A 17" j ADAPTER 1 2" RES1LEM ALL VALVE I WEDGE (CURB STOP) .GATE VALVE CHECK SADDLE I ROMAC 202 R 211 SLOPE TO BOX AB TO £ENTER OF 90 %' G CURB Y4 GAU E INSULATED CHECK VALVE ® v COPPER BALL VALY� TONING WIRE 4 P, > A WRAPPED v AROUND THE 1 1/2" " - 911 -b85 PIPE M'TER Sl (SEE C GENERAL 1. 1/2 - CBG :- bb NOTES N0. 2 - as - 7, FORD PACK CORPORAT10 STO 12° TYPE B 1 m `j PLASTIC LINE (USE 200 PSI PHILLIPS DRISCO PIPE 5100 POLYETHYLENE PIPE - ) BY -PASS VALVE 1 W /LOCKgBIE CAP FORD BALL VALVE I WITH PACK JOINT.& FEMALE I I.P,. THREADS 1 1 2 " -2" MALE SEKYICE NIPPLE. SADDLE I. STAINESLESS STEEL INSERTS REWIRED FOR ALL PACK 1UINTS. CITY N USPTO �IYkPLGB�. 2 SADDLES C WDIN)(T GASKETpAND I T THREADS. LL -LAVE RUBBER 3 CITY 1 / rr Nr 1. 2 TO 2 STANDARD D COPPER SETTERS ARE: 1 1/2" -FORD VON Tb -13613 ON /! �E" �R SGR T SERVICE �L.E EQUAL 2" —FORD VBN 77 -15017 OR EOVAI y A. ALL i i/2" AND $" SADDLES W. TAPS WITH BRASS 2" I APPRO -. WILL OWfl. NO, NIPPLE 2" RESILIENT WEDGE GATE YµYF AND 910 PUBLIC RKS DIIRECTCR HOUSING AND SDR -21 PVC PIPE GATE 6 HOUSING DES. OWN. -,3 ES ,J0 CKO:P DATE TP 4/2007 4)12" TO 291 METER SERVICE c5. TO I APPROVED EQUAL aa" MIN. COVER LOCATE VALVE BOX WIRE WITH COVER SEE NOTE 1. Z" DIAL BRASS a•_..° COMMERCIAL CONCRETE TCOM� DUCTILE - B LOCX IRON PIPE CAP WITH 2" I.P. 2" THREADED THREADED TAP FLANOE (TYP) SWING JOINT AT BASE OF HYDRAI re OuL Dun 2° BATE VALVE SHALL E EOWL `PIPE BEDDING TO WITH 2" SQUARE M R R STYLE 2" ADOYE PIPE 4067 OR OPERATING NUT (CCGUNTER CLOCKWISE OPENING) UNDISTURBED r NOTE 2 EARTH 1, VALVE BOX AND COYER SHALL BE PER I YELM VALVE BOX DETAIL 6-11. 2. INNATHEMFUTURE. THEWVALVEE WHICH �0 21$ OPERATES THE BLDWOFF ASSEMBLY SMALL BE THE SAME SIZE AND INSTALLED ON THE ELA1NUNE AND PROVIDED WITH A APPS CONCRETE THRUST BLOCK. 3' 3e" MIN, ROCK THRUST BLOCK ASSEMBLY Oft N& 6 -9 w U h a o. 0 >O O 56 ix it W a o NI'I O z w F Lra ti vi m m 3 a� 0 R SHEET 10OF 11 CSe 1 00 05 b en l� h h N rev O C•. N ti =j S U 0 e 0 0 d 0 N n 0 N a 0 v CALL 48 HRS BEFORE YOU DIG 1- 800 - 424 -5555 HETLAND BATTING CAGES UTILITY SYSTEM MAP SEC. 24 / TWP. 17 1RGE. I E., W.M. THURSTON COUNTY, WA CITY OF YELM I.F. - 343,59, 12 ADS _ J4u Jd SAMTA R = SPNP Rldii 3fj1 +¢oo S88 16 26 E26 E OF AN' _ 8" WATER MAIN \ 1. mss.+ ----' _ W L ,yV W -- r _ W EUT di ' I�ANnUi 1c._ NNP H 1-II E hfD1 -3C# g- S ^hliPF 5" llif J� � -c EP h - F = All.,3 2 AJ 21 \N21p�,o� PPS 8" WATER 0 2" FORCE LINE o v ` -" 1,500 GALLON TANK 2 "I 0 i s i 6. �3 ,. 0 +50 93RD A\fg, t iR �NC SIFP MAIN ion A ;lr- F I� �I � I v A If i � f I �NELi. I -L I AN W. \ \'r, ra SSA - "I F 0 vn 1 iP4'q g ^�1 p( -to r< AIR = j4764 a S , . AD SANITAR A St wFR'� CA! E iAi J 4 rt i f 347 58 ,Pkl CATCH SIN—` 12 ADS (S I:) , 1PN >PF, P� P ,a 12/9/08 / \ rk y�a1liAFrSRNEH ..�'�'.`tr`/V � 'AT, V/ UES � • \ 4 PPM _4 -.62 OErf SAiCF 3ASIN i 4a 08 12 ACS (NM) �s•�� ?: >�,< T I - 5:..06 j2 `40S (SE) '.;N 1 tRY SIJILR 60% ra ,7;h1 34 0: 7- A T (T a) A A 9 P OV OR CONSTRUCTION • DATE: EVEL MENT REVIEW ENGINEER APPROVAL EXPIRES: /� D 1 " =30" 0 15 30 60 VERTICAL DATUM THURSTON COUNTY SURVEY CONTROL NETWORK (NORTH AMERICAN VERTICAL DATUM 1988) HELD ELEVATION 330.98 FOR CONTROL POINT NO. 252 SURFACE BRASS MONUMENT 0.32 MILES WEST OF SR -510 ON 93RD AVE. S.E. (ALSO BEING HELD AS THE N.W. CORNER OF SECTION 24) BASIS OF BEARINGS THURSTON COUNTY SURVEY CONTROL NETWORK (NORTH AMERICAN DATUM 1983191) HELD NORTH 88 "16'26" WEST FOR THE NORTH LINE OF THE NORTHWEST QUARTER OF SECTION 24 WATER SYSTEM NOTE MAINTAIN 18" SEPERATION AT ALL SEWER / WATER CROSSINGS. IF MINIMUM SEPERATION CANNOT BE MAINTAINED WATER LINE SHALL BE SLEEVED. ALL TEES, CROSSINGS, ELBOWS, VALVES, COUPLING, ETC PER CITY OF YELM STANDARD DETAILS. THE DEVELOPER IS RESPONSIBLE FOR THE COST OF THE FIRE HYDRANT LOCKS AND THE CITY OF YELM WATER DEPARTMENT WILL ORDER AND INSTALL THEM. INFORMATION ON EXISTING WATER MAIN BLOW -OFF LOCATED AT THE SOUTHEAST CORNER OF THE INTERSECTION OF 93RD 8 YELM AVE. (SR 510) IS INCOMPLETE. CONTRACTOR SHALL POTHOLE OR VERIFY EXACT LOCATION. NOTIFY ENGINEER WHEN THIS HAS BEEN DETERMINED. I E`+ w Q Q z �W o� Z �N w � N LL U) V) g w z 00 U U W a a � a Z N r �sgrLP IT 1L E� „ V z W z z W w II IY � •- o } m � Z m R Y i I t I 0 AAI7ARY .,ER DuX o r z RIB✓ 34 75 O SF 0,A JL VP °5 !E 343.26, 12"ADS. I i 3 j z i w z I i N I i i �o v s. S ^hliPF 5" llif J� � -c EP h - F = All.,3 2 AJ 21 \N21p�,o� PPS 8" WATER 0 2" FORCE LINE o v ` -" 1,500 GALLON TANK 2 "I 0 i s i 6. �3 ,. 0 +50 93RD A\fg, t iR �NC SIFP MAIN ion A ;lr- F I� �I � I v A If i � f I �NELi. I -L I AN W. \ \'r, ra SSA - "I F 0 vn 1 iP4'q g ^�1 p( -to r< AIR = j4764 a S , . AD SANITAR A St wFR'� CA! E iAi J 4 rt i f 347 58 ,Pkl CATCH SIN—` 12 ADS (S I:) , 1PN >PF, P� P ,a 12/9/08 / \ rk y�a1liAFrSRNEH ..�'�'.`tr`/V � 'AT, V/ UES � • \ 4 PPM _4 -.62 OErf SAiCF 3ASIN i 4a 08 12 ACS (NM) �s•�� ?: >�,< T I - 5:..06 j2 `40S (SE) '.;N 1 tRY SIJILR 60% ra ,7;h1 34 0: 7- A T (T a) A A 9 P OV OR CONSTRUCTION • DATE: EVEL MENT REVIEW ENGINEER APPROVAL EXPIRES: /� D 1 " =30" 0 15 30 60 VERTICAL DATUM THURSTON COUNTY SURVEY CONTROL NETWORK (NORTH AMERICAN VERTICAL DATUM 1988) HELD ELEVATION 330.98 FOR CONTROL POINT NO. 252 SURFACE BRASS MONUMENT 0.32 MILES WEST OF SR -510 ON 93RD AVE. S.E. (ALSO BEING HELD AS THE N.W. CORNER OF SECTION 24) BASIS OF BEARINGS THURSTON COUNTY SURVEY CONTROL NETWORK (NORTH AMERICAN DATUM 1983191) HELD NORTH 88 "16'26" WEST FOR THE NORTH LINE OF THE NORTHWEST QUARTER OF SECTION 24 WATER SYSTEM NOTE MAINTAIN 18" SEPERATION AT ALL SEWER / WATER CROSSINGS. IF MINIMUM SEPERATION CANNOT BE MAINTAINED WATER LINE SHALL BE SLEEVED. ALL TEES, CROSSINGS, ELBOWS, VALVES, COUPLING, ETC PER CITY OF YELM STANDARD DETAILS. THE DEVELOPER IS RESPONSIBLE FOR THE COST OF THE FIRE HYDRANT LOCKS AND THE CITY OF YELM WATER DEPARTMENT WILL ORDER AND INSTALL THEM. INFORMATION ON EXISTING WATER MAIN BLOW -OFF LOCATED AT THE SOUTHEAST CORNER OF THE INTERSECTION OF 93RD 8 YELM AVE. (SR 510) IS INCOMPLETE. CONTRACTOR SHALL POTHOLE OR VERIFY EXACT LOCATION. NOTIFY ENGINEER WHEN THIS HAS BEEN DETERMINED. I E`+ w Q Q z �W o� Z �N w � N LL U) V) g w z 00 U U W a a � a Z N r �sgrLP IT 1L E� „ V z W z z W w II IY � •- o } m � Z m R Y SKEET 110F 11 Coo u ¢S zUi w w W 0 o r z O o o SKEET 110F 11 Coo u