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20120312 Full Size Plans 02082013DRAWING IN®E REVISIONS CV Cover Sheet SITE SP -2 Site Plan CIVIL C -001 Civil Cover Sheet C -002 Civil General Notes and Legend C -100 Existing Conditions Map C -200 TESC & Demolition Plan C -201 Erosion Control Notes & Details C -300 Horizontal Control Plan C -400 Grading & Drainage Plan C -401 Site Improvement Details C -500 Utility Plan C -501 STEP Tank Details C -502 Utility Details ifld c D- D- 8890 ._- _:.e RcCbSTE . J A-I HIT 1 � ELLEN RUENEIS' AiE OF WASHMGTON i N m Y p T u g Z C W6 C I� r Nk N LL IY LL > Z > L < . } i z o � � 0 Q) n- Z .� < L > i r x � u � m � LU iu o il� o ! m z 8890 ._- _:.e RcCbSTE . J A-I HIT 1 � ELLEN RUENEIS' AiE OF WASHMGTON i0a 505 YELM AVE W ° �`" �V a m v m o= v .. m r� YELM WA 98597 °aN�EQ�% m CIVIL PLAN REVIEW c c 0 cot °yvcm ° Y TVIO N ° g NOO O U�r O U V N 0- V C Q U O O 9 0 : L U 0 T 0 0% E J O d= O O x .,c2 oV c I� 00 "CEIVED > i N m Y p T u g Z C W6 C I� r Nk N LL IY LL i0a 505 YELM AVE W ° �`" �V a m v m o= v .. m r� YELM WA 98597 °aN�EQ�% m CIVIL PLAN REVIEW c c 0 cot °yvcm ° Y TVIO N ° g NOO O U�r O U V N 0- V C Q U O O 9 0 : L U 0 T 0 0% E J O d= O O x .,c2 oV c I� 00 "CEIVED > i N m LLCV p Z i r Nk N w~ 0 i < } 0 Q) Z i r x � iu o il� r" Al2 - J +J.- H4& 026j = c V W m COVER VICINITY MAP YELM AVENUE W. (SLR. 510) l \� i Q ® 5P -10 Q TYP. O i N SIDE SI"BAGK TYP. II ... SP -12 �G ---. TYR SP-04 N 52 °04'00' W TYP J !3 D rz NEIN S.F. SP -21 AD-13 SP -12 TYR TYR TYR EXISTING n N MCDONALD'S IL RESTAURANT L, 2,587 SQ. FT. + 762 SQ. FT. 1' w 3,349 SQ. FT. !l 11 VIII SP -21 ' "•� ®', All 5P-06 1 rn i is 4 3 I rn (44MN W y` N W W __.._ 5P -10� I, tEXI5T1 A POD 5P-04 -;1 5P -12 Y C NEW yu TYR SP -20 • � SP -26 Q •" •` Tyr -4 -.: W v00> '-005 t7 .,I...,iC O .:'•O: O Ql O(3O:�y,�.�'•OOO 000cg -•COO 5 52 100' E 150.00' - p CO FT Cn m ITT U ITT 0' -0" SETBACK LEGEND Q 12% DISPOSAL. REMOVE EXISTING CONCRETE AS PEC.E554RY TO ACCOMMODATE NEW - - -_--- EXISTING CONCRETE CURBING TO REMAIN/ REPAIR c e - q � Sao ACCESSIBLE EXTERIOR YULKAHAY AS SHOWN TO ENSURE A MAXIMUM SLOPE OF 5% IN � PARCEL !!lht�: 21724411102 LOCATIONS SHALL BE DETERMINED TO ALLOW FOR THE MOST S u fj m 5P -II EXISTING LANDSCAPE TO REMAIN, T'TF. PATCH t IREP!i T AS WXZ56AW TO ACCOMMODATE DEMOLITION t NEW CONSTRUCTION. RESTORE ANY D15TLRBM EXOSTIN6 LANDSCAPING SEE LANDSCAPE DRANN&S FOR MORE INFORMATION SP -12 MI51 LANDSCAPING TO MATCH ADJACENT. AT DRIVE -THRV LOCATIONS, ENSURE PLANTINGS WLL NOT INHIBIT VIEN OF DRIVE-TNRU 516NA6E FROM CU5TOM3Z5. SEE LANDSCAPE ORANN66 FOR MORE INFORMATION PROTECT STEP SYSTEM AND GREASE INTERCEPTOR FROM TO2 MAWIOLFROM DAMAGE DURING CONSTRUCTION SP-13 INSTALL NEW GUARDRAIL AS SHOWY AND PER AD -IS SEE DETAIL 81WI t FINISH PER ELEVATIONS. 5P -14 PAINT EXISTING BOLLARDS (2) COATIS TRAFFIC YELLOVL SEE DETAIL 5/0712 FOR m O U O O PARKING INFaNMATION I' ,t.� USE' FAST F00p RESTAURANT (EXISTiW p® i Q ® 5P -10 Q TYP. O i N SIDE SI"BAGK TYP. II ... SP -12 �G ---. TYR SP-04 N 52 °04'00' W TYP J !3 D rz NEIN S.F. SP -21 AD-13 SP -12 TYR TYR TYR EXISTING n N MCDONALD'S IL RESTAURANT L, 2,587 SQ. FT. + 762 SQ. FT. 1' w 3,349 SQ. FT. !l 11 VIII SP -21 ' "•� ®', All 5P-06 1 rn i is 4 3 I rn (44MN W y` N W W __.._ 5P -10� I, tEXI5T1 A POD 5P-04 -;1 5P -12 Y C NEW yu TYR SP -20 • � SP -26 Q •" •` Tyr -4 -.: W v00> '-005 t7 .,I...,iC O .:'•O: O Ql O(3O:�y,�.�'•OOO 000cg -•COO 5 52 100' E 150.00' - p CO FT Cn m ITT U ITT 0' -0" SETBACK AD-13 REMOVE FX15TINS EXTERIOR 5EATIN6. VERIFY 5ALVA6E/ DISPOSAL WITH MCDONALD5 LEGEND PROJECT DATA GENERAL NOTES DISPOSAL. REMOVE EXISTING CONCRETE AS PEC.E554RY TO ACCOMMODATE NEW - - -_--- EXISTING CONCRETE CURBING TO REMAIN/ REPAIR SITE AiWA- 31r Sr. L PROPOSED UTILITIES AMC SHOWN IN SCHEMATIC WILY. EXACT Sao ACCESSIBLE EXTERIOR YULKAHAY AS SHOWN TO ENSURE A MAXIMUM SLOPE OF 5% IN HEY CONCRETE CURBING PARCEL !!lht�: 21724411102 LOCATIONS SHALL BE DETERMINED TO ALLOW FOR THE MOST 8E (2) COATS TRAFFIC YE,LOW AT DRVE -THRL t (2) COATS TRAFFIC YNITE AT ZONING: C-I (COMNPROIAU ECONOMICAL INSTALLATION. EXISTING CONSTRUCTION TO BE DEMOLISHED 5P -II EXISTING LANDSCAPE TO REMAIN, T'TF. PATCH t IREP!i T AS WXZ56AW TO ACCOMMODATE DEMOLITION t NEW CONSTRUCTION. RESTORE ANY D15TLRBM EXOSTIN6 LANDSCAPING SEE LANDSCAPE DRANN&S FOR MORE INFORMATION SP -12 MI51 LANDSCAPING TO MATCH ADJACENT. AT DRIVE -THRV LOCATIONS, ENSURE PLANTINGS WLL NOT INHIBIT VIEN OF DRIVE-TNRU 516NA6E FROM CU5TOM3Z5. SEE LANDSCAPE ORANN66 FOR MORE INFORMATION PROTECT STEP SYSTEM AND GREASE INTERCEPTOR FROM TO2 MAWIOLFROM DAMAGE DURING CONSTRUCTION SP-13 INSTALL NEW GUARDRAIL AS SHOWY AND PER AD -IS SEE DETAIL 81WI t FINISH PER ELEVATIONS. 5P -14 PAINT EXISTING BOLLARDS (2) COATIS TRAFFIC YELLOVL SEE DETAIL 5/0712 FOR m O U O O PARKING INFaNMATION I' ,t.� USE' FAST F00p RESTAURANT (EXISTiW ® NEW 5IMPIN& OCCUPANCY: A -2 (EISYINO) 2. THE CONTRACTOR SHALL COORDINATE WITH ALL UTILITY COMPANIES TO DETERMINE EXACT POINT OF SERVICE CONNECTION AT EXISTING MORE INFORMATION 0d TYPE OF CONSTRUCTION: V-S (EJISYING) UTILITY. REFER TO THE BUILDING ELECTRICAL AND PLUMBING EXI5TIN6 5TRIPIN6 TO REMAIN BUILDING AREA: EXISTING BUILDING AREA: 2,$61 5F. DRAWINGS FOR UTILITY SERVICE ENTRANCE LOCATIONS, SIRS, AND CIRCUITING. CONSTRUCTION K OAgN BOOTH ADDITION: .162 5F. 0 o w 5P -16 EXISTING POLE MOUNTED RDAD516N (99.11 5O. FT) AND READER BOARD (24 50. FT) TO EXISTING LANDSCAPIN6 TO REMAIN TOTAL EUI4DING AREA: 3,349 5F. 3, FINISH VALK AND CURB ELEVATIONS SHALL BE 6' ABOVE FINISH 000 REMAIN PROTECT FROM DAMAGE. EXISTING PARKIN&: 44 STALLS PAVEMENT, 5P -11 FX15TINS DIRECTIONAL 516H (9.16 50. FT. E," TO REMAIN PROTECT FROM DAMAGE. WA LADSCAPIN6 PA WN6 REG UIREO: I STALL /'100 50. FT. GROSS FLOOR AREA= 11 BASED ON SIZE TYPE LOCATION $mp OCS °w5 5P -18 INSTALL WffL5TOP5 AT LOCATIONS SHOWN. ENSURE CAR OVERHANG DOE'/ NOT 3,349 S0, I T. PROTRUDE INTO THE 44' MIN WIDE ACCESSIBLE ROUTE. SEE DETAIL 13501 FOR MORE INFORMATION. SANITARY SEWER - � EXI511N& CONCRETE TO REMAIN PARKIN& PROVIDED: 34 STALL$ 5p -W EXISTING FLA6POLE TO REMAIN PROTECT FROM DAMAGE. ACCESSIBLE REOUIREDF 2 STALLS (BASED ON 54 STALLS PROVIDED) EXISTING STORM SEVER DHEW CONCRETE ACCESSIBLE PROVIDED, 2 STALLS 5p -2p REACATE EXISTING LOT LIGHT AS 5H0WL VERFY EXACT LOCATION NTH MCDONALD5 CONSTRUCTION MANAGER RC-GONBF.f+T TO EXISTING ELECTRICAL AS NECESSARY. SP-41 RB40VE EXI5TIN& TRASH, NEWLSPAPB'R RACKS t OTHER SITE AMENITIES FOR RELOCATION DUE TO BUILDING EXPAN5ION. VERIFY EXALT LOCATIONS NTH OMER. SITE: EXISTING GAS EXISTING CATCH BASIN EXI511NS IMPERVIOUS: 24,616 50. FT. = 65.6% 5P -22 REMOVE t RELOCATE EXISTING SWJNCLER UTILITY BOX AS SHOW VERIFY LOCATION MTH MCDONAL05 CONSTRUCTION MANA6M RECONNECT TO FXISI INS UTILITIES AS V EXISTING LOT LIGHT EXI5TIN6 LANDSCAPE: 12926 50. FT. = 342% NECESSARY. SP -23 REMOVE EIISTINS AND PROVIDE NEN & -0" TALL TRASH CORRAL TO PROVIDE 2' -0' OF EXISTING P:PE TO: 496 50. Fi' PEYI 3'3' THU6 OCCIDENTALIS PYRAMIDAL SHRUB TREE EE ED SP -24 REMOVE E)Q5TIN& ROOF LADDER t PROTECT FOR RELOCATION PER FLOOR PLAN SEE DEMOI -15HED IMPERVIOUS/, 1'5 50. FT 18/A42 FOR MORE INFORMATION C'} NEY PIER15 JAPONICA VARESATA' VARIEGATED PIERS); 5 6AL. WA LANDSCAPE 5P -26 PROVIDE NEY 3'-5' TALI. I" OC IPENTALIS PYRAMIDAL 5FRUUB TREES ARC" SOUTH DEMOL15H97 LANDSCAPE/: 1;211 S0. FY. AND WEST WALLS OF THE HEM TRA504 CORRAL. PROVIDE RELY 6ROUA COVER AS NECESSARY TO MATCH EASTIN6. VERIFY SPADING M114 CHAPTBi 11.80 OF THE YELM ADA SITE PLAN KEYNOTES WA IMPERVIOUS MUNICIPAL CODE. SP -2'1 HEM WALL SCONCE LOCATION ON DUILDING EXPANSION. TOTAL PROPOSED IMPERVIOUS: 24,614 50. FT. = 65.6% SP -2B PROVIDE HEN LA DSCAPIN6 AID% SOUTH PROPERTY LINE RANTS TO BE M04 3'-5' TW6 OCCD ALIS PYRAMIDAL SWILB TREE AND NEY PIER15 JAPONICA VAR BOATA' ® RELOCATE BARRIER-FIRM ACCESSIBLE STALLS (rM. OF 2) AS 5HOYW, NTH A 9b' MIN. TOTAL PROPOSED LANDSCAPE: 12932 50. FT. = 342% (VARIEGATED PIERS); 5 GAL. VERIFY 5PAGNS NTH CHAPTER 1190 OF THE YELM MUNICIPAL GORE. PROVIDE ADDITIONAL 6ROUND COVER AS NECESSARY TO MATCH STREET ADDRESS WIDE ALCE55 AISLE BETWEEN THE STALLS. ENSURE ALL SLOPES AT NEN PARKIN& ADJACENT. LANDSCAPE 51scaNTRAOTOR TO PROVIDE REWIRED IRRIGATION TO AREA AND TO EN5 M IRRSATION SYSTEM POSITIVELY MVIENTS RUNOFF OR OVERSPRAY 505 YELM AVE W ONTO IMPERMEABLE HARD5CAPE UINWBR ALL CONDITIONS, REGARDLESS OF NND OR EQUIPMENT MFO L16NME NT. LANDSCAPE SUBCONTRACTOR TO LOCATE SPRHKLB2 HEADS CITY STATE BASED ON THOROUGH EVALUATION GOF PHYSICAL, ENVIRONMENTAL AND WORAUJG SITE CONDITIONS, SPECIFY DRIP IFA6ATIDN FOR ALL ZONES RANTED IN ONE- 6ALL(NR OR YELM W A STALLS t ACCESS AISLE 00 NOT EXCEED IS% IN ALL DIRECTIONS; RESRADE PARKING SITE PLAN KEYNOTES THURSTON SIGN LEGEND SECTION TOWNSHIP RANGE 24 17 1E LOT AND SEALCOAT AS NECESSARY. PAINT ACCESSIBLE SYMBOL AT STALLS PER OCUSTOMER ORDER 015PLAY PV INTESRAIL CANOPY (ODD) (2 NEL 3.1 50. F7. OF 516NAGE REGIONAL DWG. NO CORPORATE DWG, NO. EACH) 4/501. INSTALL NEW ACCESSIBLE PARKING STALL SIGNS TO BE HOIUNTED WITH BOTTOM Q OPO McYA BOARD (2 HEM` 369 So. FT. EACH) O PRE - ELL BOARD (I NEY, 191 50. FT. CC 516NAW 46-0263 Sp -0I REMOVE EXISTING MEW BOARD t PROVIDE (2) NEH OPO MENU BOARDS AS 5'IaW 1 0 5 10 20 40FT, OF THE LOPEST 516N AT 60' MIN. ABOVE ADJACENT PARKING SURFACE (TYP. OF 2) 'VAN SEE OETAL 10/OTI.I AND DETAIL 2/DTI.0 FOR EXALT LOCATIONS. PER DETAIL 6YWI. ACCESSIBLE' STALL 516N TO BE LOCATED AT STALL WITH PA55ENSER SIDE ADJACENT TO ACCESS AISLE. PROVIDE WA INLINE CURB RAMP AS SP -02 REMOVE EXISTING CUSTOMER ORDOt 015FLAY t INSTALL (2) NEN CUSTOMER ORDER 514" t REFER TO DETAIL 9/501 FOR INFORMATION. SLOPE IN RUN DIRECTION SHALL DISPLAY UNITS WITH INTEGRAL. CANOPY AS 5HO{MI PER DETAIL 6/)712. SEE DETAIL BE e% MAX. t CRO55 SLOPE SHALL BE NO GREATER THAN 15%. TOP t BOTTOM 2112TID FOR EXACT LOCATIONS. PROVIDE SPEECH/ HEARING IMPAIRED 516NAGe AT LANDINGS TO BE ENTIRE WIDTH OF CURB RAMP t EXTEND 60' WITHOUT EXCEEDING, IS% COD MR DETAIL 1/501. SLOPE IN ANY DIRECTION. PROVIDE DETECTABLE WARIN65 AS NECESSARY. SEE 5P-03 INSTALL MEW VEHICLE DETECTOR LOOPS AT NEW ORDER POINTS PER 2/DTID DETAIL 0SOI. REPAINT ADJACENT t FRONT PARKING STALLS AS SHOW BID LI, (OPTIONAL AT HEM CASH BOOTH t FA5TING PRESENTER BOOTH LOCATIONS) PATCH 4 REMOVE EXISTING ASPHALT AS NlECE55ARY TO PROVIDE NEY CONCRETE PAD AT REAR CONCRETE PAD AT DRIVE -11ft AS NECESSARY. SEE 15 6 20/071.1, ACCESSIBLE STALLS AND ACCESS ASLE. ENSURE MAX 1.5% SLOPE IN ALL DIRECTIONS 5P-OhVE EX(15TIN6 AND INSTALL (2) NEW 6ATE1AY SIGN PACKAGES AS SHOWN. t SMOOTH TRANSITION TO ADJACENT ASPHALT STALLS. COORDINATE LOCATION WITH 2/0714 t MCDONALD5 CONSTRUCTION MANAGER TO -02 RENEDIATION OCCURS IN AD -0I ENSURE BEST VISIBILITY FROM 51TE ENTRANCE. SIM DETAIL 6/17TI.2 FOR MORE PAVING SPECIFICATION ® REMEDIATION OCCURS IN AD-0I INFORMATION. ® REMOVE t REPOUi EXTERIOR WALKWAY AT BUILDING TO EXTENT NECESSARY TO 5P-05 PROVIDE NEW OPO PRE -SELL BOARD PER DETAIL 121PT11 0,51 50. FT). VERIFY (MINIMUM 3' TOTAL COMPACTED ASPHALT THICKNESS) ENSURE A MAXIMUM SLOPE OF 5% IN THE DIRECTION OF TRAVEL t MAXIMUM 13% CROSS LOCATION WITH MCDONALD'S PROXGT MANAGER AND DETAIL 2/17TID. SLOPE. REMOVE EXISTING 6 INSTALL NEW IN -LINE CURB RAMPS AS 5HOLW. REFER TO 5P06 PROVIDE MERGE POINT MONITOR MOUNTED ON POLE WITH FOUNDATION EXACT DETAIL 9/SDI FOR MORE INFORMATION. SLOPE FOR IN -LINE CURB RAMP IN RUN LOCATION TO BE COORDINATED NTH MCDONALD5 CONSTRUCTION MANAGER DIRECTION SHALL BE 6% MAXIMUM AND CROSS SLOPE SHALL BE NO GREATER THAN PROVIDE 2' CONDUIT TO CASH BOOTH JUNCTION BOX C NNBCT TO ELECTRICAL t LW TOP AND BOTTOM LAHDN55 TO BE ENTIRE WIDTH OF CURB RAMP AD EXTEND DATA SYSTEMS AS NECESSARY. 60' WITHOUT EXCEEDING IS% SLOPE IN ANY DIRECTION PROVIDE DETECTABLE 50-01 REMOVE EXISTING CONCRETE DRV9-THRV LANE A5 NECESSARY TO ACCOMMODATE NITO WDUNALT'S EIK:INEER RESERVES THE RIGHT TO REROEST A COMPACTION KAMN66 AS NECESSARY PER 10/5)1. ENSURE THAT THERE ARE NO GHANSE5 OF LEVEL N3N WORK MB"1 CONCRETE PAVING AND OJRBINb THRDUSFHOUT )RIVE -TERM LANES AS TEST AND/OR A CORE SAMPLE. IF TESTS PROVE CORRECT, PER ABOVE GREATER THAN 1/4' OR 1/2' WITH BEVEL AT THE EXPANSION JOINTS MID THE DOOR SNOMN PER MCDONALV5 SPECIFICATIONS. SLOPE DRAIN TO EXISTING CATCH OTHERWISE, a TESTS E C AT THE EXPENSE IF rxmNALD•S, OTHERWISE, GC. VB1 BE CH9RGE0. THRESHOLDS. ENSURE ASLIP- RESISTANT BROOM FINSH AT CONCRETE WALKWAY. .1 gge��r ,qg �qRY, e,� DEA11•5 2/17TH, 3/DTI.I 6 4A711.1. LOT LIGHTING RECOMMENDATION PROVIDE A 556 LANDINS AT ALL DOORS AND CHAN6E5 IN DIRECTION MYTH 13% MAX. $ALOE DB4MJ5H EXI5TIN6 LADSCA'IN& $ CONCRETE CURBI146 AS NECESSARY TO SLOPE IN ALL DIRECTIONS. SEE DETAIL 11/5121. ACCOMMODATE REVISED DRIVE -TIRU CONFIGURATION. INSTALL N EK CONCRETE ® RE&RADE 51DE'tALK AS NECESSARY AT ENTRY DOOR TO ENSURE A MAX. CHANGE IN DOVE -THRU LANE, aF55 t ASPHALT TO MATCH ADJACENT. SEE SHEET 1771.i. EXISTING LOT LIGHTS TO REMAIN VERIFY WITH M DO ALD'S CONSTRUCTION LEVEL OF 1/4' OR I/2' NTH BEVEL AT DOOR THRESHOLD. REMOVE EXISTING PLAYTOY, EXTERIOR'' ATIN6, COVERING AND EXTERIOR MANAGER IF CLEAN /RELAMP OR IA WOK DURING THIS PROJECT. AD-13 REMOVE FX15TINS EXTERIOR 5EATIN6. VERIFY 5ALVA6E/ DISPOSAL WITH MCDONALD5 STOREFRONT. VERIFY WITH WOON0%L.D'5 CONSTRUCTION MANAGER IF SALVAGE OR oU 009 `o GOSTRUCTION MANAGER DISPOSAL. REMOVE EXISTING CONCRETE AS PEC.E554RY TO ACCOMMODATE NEW N ®p Y AD -IS REMOVE EXISTING PLAYTOY TO ACCOMMODATE BUILDING, EXPAN510K POUR HEM MORK- Sao ACCESSIBLE EXTERIOR YULKAHAY AS SHOWN TO ENSURE A MAXIMUM SLOPE OF 5% IN SP -10 PROVIDE HEY SITE t DRIVE -THRU S'TRIPIN6/ SYMBOLS TO EXTENT SHOWN, PAINT TO o O.E.- -S THE DIRECTION OF TRAVEL t MAXIMUM 15% CRO55 SLOPE. INSTALL NEY IN -LINE CAS 8E (2) COATS TRAFFIC YE,LOW AT DRVE -THRL t (2) COATS TRAFFIC YNITE AT RAMP5 AS SHOWN. R1EFM TO DETAIL 9/5DI FOR MORE INFORMATION SLOPE FOR IN -LINE GARB RAMP IN RUN DIRECTION SHALL BE 8% MAXIMUM AND CROSS SLOPE PARKING; SEE DETAILS SNIT SDI. 010 ALT: SFALCOAT EXISTING ASPHALT TO REMAIN t RESTRIPE AS 5HOIAN. SHALL BE NO 6REATE R THAN 15%. TOP AND BOTTOM LANDIN65 TO BE ENTIRE WITH OF CURB RAMP AND EMEND 60" NTHOlT EXCEEDING 15% SLOPE M ANY DIREWIOK PROVIDE DETECTABLE WARNIN65 AS NECESSARY PER IOWI. ENURE THAT THERE ARE NO CHANGES OF LEVEL GREATER THAN 1/4' OR 1/2' NTH BEVEL AT THE EXPANSION JOINTS AND THE DOOR THRESHOLDS. ENSURE N AT RESISTANT BROOM FINSH AT CONCRETE WALKWAY. PROVIDE A 5'X5' LANDING NS ALL DOORS AND I. PROVIDE IN DIRECTION NTH IS% MAX SLOPE IN ALL DIRECTIONS. SEE DETAIL II/5DI. PROVIDE NEW 6UARDRA - AS 5HOW1 ENSURE A 60' DEEP X 18' LATCH DEPTH CLEARANCE. SEE DETAIL XXSDI. SEE FLOOR PLAN FOR MORE INFORMATION. AD -18 REHEDIATiON OCCURS IN AD -IS 5P -II EXISTING LANDSCAPE TO REMAIN, T'TF. PATCH t IREP!i T AS WXZ56AW TO ACCOMMODATE DEMOLITION t NEW CONSTRUCTION. RESTORE ANY D15TLRBM EXOSTIN6 LANDSCAPING SEE LANDSCAPE DRANN&S FOR MORE INFORMATION SP -12 MI51 LANDSCAPING TO MATCH ADJACENT. AT DRIVE -THRV LOCATIONS, ENSURE PLANTINGS WLL NOT INHIBIT VIEN OF DRIVE-TNRU 516NA6E FROM CU5TOM3Z5. SEE LANDSCAPE ORANN66 FOR MORE INFORMATION PROTECT STEP SYSTEM AND GREASE INTERCEPTOR FROM TO2 MAWIOLFROM DAMAGE DURING CONSTRUCTION SP-13 INSTALL NEW GUARDRAIL AS SHOWY AND PER AD -IS SEE DETAIL 81WI t FINISH PER ELEVATIONS. 5P -14 PAINT EXISTING BOLLARDS (2) COATIS TRAFFIC YELLOVL SEE DETAIL 5/0712 FOR m O U O O PARKING INFaNMATION TOTAL SPACES 34 34 9' -0' X I9' -O' SPACES O 90' ma-dtm _ CUt O Ow MORE INFORMATION 0d 3'o ca SP -IS EXISTING HISTORIC PLAQUE TO REMAIN PROTECT FROM DAMAGE DURING CONSTRUCTION K o,-6 0 o w 5P -16 EXISTING POLE MOUNTED RDAD516N (99.11 5O. FT) AND READER BOARD (24 50. FT) TO o � oosoo 000 REMAIN PROTECT FROM DAMAGE. UTILITY INFORMATION 5P -11 FX15TINS DIRECTIONAL 516H (9.16 50. FT. E," TO REMAIN PROTECT FROM DAMAGE. SIZE TYPE LOCATION $mp OCS °w5 5P -18 INSTALL WffL5TOP5 AT LOCATIONS SHOWN. ENSURE CAR OVERHANG DOE'/ NOT TMr PROTRUDE INTO THE 44' MIN WIDE ACCESSIBLE ROUTE. SEE DETAIL 13501 FOR MORE INFORMATION. SANITARY SEWER EXISTING 5p -W EXISTING FLA6POLE TO REMAIN PROTECT FROM DAMAGE. WATER EXISTING STORM SEVER EXISTING 5p -2p REACATE EXISTING LOT LIGHT AS 5H0WL VERFY EXACT LOCATION NTH MCDONALD5 CONSTRUCTION MANAGER RC-GONBF.f+T TO EXISTING ELECTRICAL AS NECESSARY. SP-41 RB40VE EXI5TIN& TRASH, NEWLSPAPB'R RACKS t OTHER SITE AMENITIES FOR RELOCATION DUE TO BUILDING EXPAN5ION. VERIFY EXALT LOCATIONS NTH OMER. ELECTRIC EXISTING GAS EXISTING SURVEY INFORMATION 5P -22 REMOVE t RELOCATE EXISTING SWJNCLER UTILITY BOX AS SHOW VERIFY LOCATION MTH MCDONAL05 CONSTRUCTION MANA6M RECONNECT TO FXISI INS UTILITIES AS NECESSARY. SP -23 REMOVE EIISTINS AND PROVIDE NEN & -0" TALL TRASH CORRAL TO PROVIDE 2' -0' OF 5CRISElIN6 ABOVE RHi)SE CONTAINERS AM CONCRETE PAD. SEE SHEET TID FOR MORE INFORMATION. SP -24 REMOVE E)Q5TIN& ROOF LADDER t PROTECT FOR RELOCATION PER FLOOR PLAN SEE 18/A42 FOR MORE INFORMATION 5p -25 PROP05ED LOADING AREA 5P -26 PROVIDE NEY 3'-5' TALI. I" OC IPENTALIS PYRAMIDAL 5FRUUB TREES ARC" SOUTH AND WEST WALLS OF THE HEM TRA504 CORRAL. PROVIDE RELY 6ROUA COVER AS NECESSARY TO MATCH EASTIN6. VERIFY SPADING M114 CHAPTBi 11.80 OF THE YELM MUNICIPAL CODE. SP -2'1 HEM WALL SCONCE LOCATION ON DUILDING EXPANSION. SP -2B PROVIDE HEN LA DSCAPIN6 AID% SOUTH PROPERTY LINE RANTS TO BE M04 3'-5' TW6 OCCD ALIS PYRAMIDAL SWILB TREE AND NEY PIER15 JAPONICA VAR BOATA' PLAN SCALE, V = 20' (VARIEGATED PIERS); 5 GAL. VERIFY 5PAGNS NTH CHAPTER 1190 OF THE YELM MUNICIPAL GORE. PROVIDE ADDITIONAL 6ROUND COVER AS NECESSARY TO MATCH STREET ADDRESS ADJACENT. LANDSCAPE 51scaNTRAOTOR TO PROVIDE REWIRED IRRIGATION TO AREA AND TO EN5 M IRRSATION SYSTEM POSITIVELY MVIENTS RUNOFF OR OVERSPRAY 505 YELM AVE W ONTO IMPERMEABLE HARD5CAPE UINWBR ALL CONDITIONS, REGARDLESS OF NND OR EQUIPMENT MFO L16NME NT. LANDSCAPE SUBCONTRACTOR TO LOCATE SPRHKLB2 HEADS CITY STATE BASED ON THOROUGH EVALUATION GOF PHYSICAL, ENVIRONMENTAL AND WORAUJG SITE CONDITIONS, SPECIFY DRIP IFA6ATIDN FOR ALL ZONES RANTED IN ONE- 6ALL(NR OR YELM W A LARGER 517E, 5PECIFY ,FATHER -BAG® IRRIGATION CONTROLLERS 6 SPECIFY CHECK VALVES WYEREVBR WoCE55AW TO (PREVENT LOY44EOLD DRAINAGE. COUNTY THURSTON SIGN LEGEND SECTION TOWNSHIP RANGE 24 17 1E O 'YELCOF£' 6ATENAY SIGN (2 F'L 33 SGL FT. OF 516NP6E EACH) OCUSTOMER ORDER 015PLAY PV INTESRAIL CANOPY (ODD) (2 NEL 3.1 50. F7. OF 516NAGE REGIONAL DWG. NO CORPORATE DWG, NO. EACH) SITE PLAN SCALE: V= 20'-0" Q OPO McYA BOARD (2 HEM` 369 So. FT. EACH) O PRE - ELL BOARD (I NEY, 191 50. FT. CC 516NAW 46-0263 13365 1 0 5 10 20 40FT, O .ANY LANE, ANY TIFF' BOLLARD (I NE'L 2.13 50. FT. O` 516NA60 ARC L D R� i� a " ANSI war- U J p L e -00 oU 009 `o d qyy �o� N ®p Y 0.08Oh QJj Sao °cammE mW c 0 °63 5-- e m o O.E.- -S Z C °my o mam lj o py� 30�mm 0�a O G;5 m O U O O COW° °a o? E00 ma-dtm _ CUt O Ow 0d 3'o ca pWN. muw u5.5665 K o,-6 0 o w na o � oosoo 000 ® aou $mp OCS °w5 TMr SEC 24, TOWNSHIP 17 N, RANGE 1 E, W.M. OWNEwAPPLICANT YELM McDONALUS TAX PARCEL N0: 21724411702 ADDRESS: YELM�'987 CONSTRUCTION PLANS OWNER / APPLICANT: McDONALD'S CORP ZONING: C -1 YELM, WASHINGTON CONSULTANTS CIVIL ,� SHEA CARR JEWELL r�.� 2102 CARRIAGE DRIVE BLDG H r OLYMPIA, WA 98502 PH: (360) 352 -1485 CONTACT: ROSS JARVIS, PE v" / SURVEYOR:° MIN 2 COAST, LLC 1506 FAIRVIEW ST SE / �r�1`l�� "7 OLYMPIA, WA 98501 r '/ PH: (360) 239 -1497 CONTACT• BLAIR PRIGGE GOVERNING AGENCIES CITY OF YELM: PO BOX 479 %% v 105 YELM AVENUE WEST \ v r YELM, WASHINGTON 98597 PH: (360) 458 -3835 r / �r ��. UTILITIES / /vv ` v\ jy7 SEWER/WATER: CITY OF 0 BOX 4YliLM: � ��vti_ 105 YELM AVENUE WEST j YELM, WASHINGTON 98597 PH: (360) 458 -8410 ,\ IV p ✓ / t / \� STORM DRAINAGE: PRIVATE ON SITE SOLID WASTE: LEMAY 2910 HOGUM BAY RD. NE c OLYMPIA, WA 98516 ELECTRIC/NATURAL GAS: !� / PUGET SOUND ENERGY - PSE 10885 NE 4TH ST BELLEVUE, WA 98009 PH: (425) 452 -1234 �� op !- r CUSTOMER CONSTRUCTION �� 3130 S 38TH ST TACOMA, WA 98409 PH: (888) 321 -7779 C TELEPHONE: \r �'\ � ♦ ��, ., r.. / / \ _ J// / I FAIR POINT COMMUNICATIONS 106 SECOND STREET SE YELM, WA 98597 CABLE: A 410 410 VALLEY AVE NW, SITE 9y PUYALLUP, WA 98371 PH: (253) 261 -0945 FX: (253) 864 -4215 CONTACT: ERIC PARTON, COMCAST BUSINESS SERVICES • r/ �� 0 GROUP CONCLUSIONS OF LAW: LEGAL DESCRIPTIONS. A. THE SITE PLAN REVIEW COMMITTEE HAS JURISDICTION TO CONSIDER AND DECIDE THE ISSUES PRESENTED BY THIS REQUEST. LOT 2 OF SHORT SUBDIVISION SS -8076 AS RECORDED IN VOLUME 26 OF SHORT PLATS AT PAGE 374, RECORDS OF THURSTON COUNTY, WASHINGTON. (LEGAL DESCRIPTION PER THURSTON COUNTY ASSESSOR'S DATA, NO TITLE REPORT WAS PROVIDED) nATI IM• HORIZONTAL WASHINGTON STATE PLANE COORDINATES, SOUTH ZONE, NAD 1983/91, BASED ON TIES TO THURSTON COUNTY CONTROL MONUMENTS TAR#837 AND TAR#362 TICAL NAVERVID1988 BASED ON TIES TO THURSTON COUNTY CONTROL POINTS TAR #837 AND TAR/362. TBM PK NAIL SET 1' NORTHERLY OF STRIPE END IN SOUTHWEST END OF PARKING LOT. 142C POINT (1 101, ELEVATION 349.22 CALL BEFORE YOU DIG THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL EXISTING UTIUTIES. THE CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING THE UNDERGROUND LOCATE LINE AT (800) 424 -5555 A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATION. PROJECT VICINITY MAP NOT TO SCALE SHEETINDEX SHEET NO. SHEET TITLE SHEET DESCRIPTION i C -001 COVER SHEET 2 C -002 GENERAL NOTES AND LEGEND 3 C -100 EXISTING CONDITIONS MAP 4 C -200 TEMPORARY EROSION /SEDIMENT CONTROL AND DEMOLITION PLAN 5 C -201 EROSION CONTROL NOTES AND DETAILS 6 C -300 HORIZONTAL CONTROL PLAN 7 C -400 GRADING AND DRAINAGE PLAN 8 C -401 SITE IMPROVEMENT DETAILS 9 C -500 UTIUTY PLAN 10 C -501 STEP TANK DETAILS 11 C -502 UTILITY DETAILS 30 60 SCALE IN FEET B. THE APPLICANT HAS ESTABUSHO THAT THE REQUEST FOR SITE PLAN REVIEW APPROVAL SATISFIES ALL CRITERIA SET FORTH IN SECTION 18.84.020 (C) YMC, MEETS ALL REQUIREMENTS OF THE INSTITUTIONAL DISTRICT ZONING CLASSIFICATION, AND MEETS ALL OTHER REQUIREMENTS OF THE YELM MUNICIPAL CODE. THEREFORE, THE SITE PLAN IS APPROVED SUBJECT TO THE FOLLOWING CONDITIONS: 1. THE APPLICANT SHALL MITIGATE TRANSPORTATION IMPACTS BASED ON THE NEW P.M. PEAK HOUR TRIPS GENERATED BY THE PROJECT. THE TRANSPORTATION FACILITY CHARGE (TFC) FOR THE NEW ADDITION SHALL BE BASED ON THE INSTITUTE OF TRANSPORTATION ENGINEERS TRIP GENERATION MANUAL, 7TH EDITION FOR A FAST FOOD RESTAURANT, LAND USE QODE (934). 2. AN ENGINEERS ESTIMATE FOR WATER USAGE IS REWIRED WITH CIVIL PLAN REVIEW. IF ADDITIONAL WATER CONNECTIONS ARE REQUIRED BASED ON THE EXPANSION, THE CONNECTION FEE AND METER FEE WILL BE ESTABLISHED AT THE TIME OF BUILDING PERMIT ISSUANCE. ALL CONDITIONS FOR CROSS CONNECTION CONTROL AS REWIRED IN SECTION 246 - 290490 WAG SHALL BE MET PRIOR TO ISSUANCE OF CERTIFICATE OF OCCUPANCY. 3. THE STEP SYSTEM IS REQUIRED TO BE UPGRADED TO MEET SIZING REQUIREMENTS IN CHAPTER 7 OF THE CITY OF YELM DEVELOPMENT GUIDELINES AND THE DEPARTMENT OF ECOLOGY CRITERIA FOR SEWAGE WORKS DESIGN. SIZING CALCULATIONS BY A REGISTERED CIVIL ENGINEER SHALL BE SUBMITTED AS PART OF CIVIL PLAN REVIEW. 4. MAINTENANCE OF THE PRE - TREATMENT SYSTEM (GREASE INTERCEPTOR) VALL BE REQUIRED AT INTERVALS THAT ENSURE THAT FATS, OILS AND GREASE (FOG) DOES NOT IMPACT THE OPERATION OF THE STEP SYSTEM. IF PRETREATMENT MAINTENANCE IS NOT DOCUMENTED AND DEMONSTRATED THE COST OF PUMPING THE STEP TANKS MAY BE THE RESPONSIBILITY OF THE PROPERTY OWNER. 5. A FINAL STORMWATER PLAN SHALL BE SUBMITTED WITH CIVIL ENGINEERING PLANS AND SHALL INCLUDE AN OPERATION AND MAINTENANCE PLAN. BEST MANAGEMENT PRACTICES ARE REQUIRED DURING CONSTRUCTION OF THE SYSTEM. 6. THE CIVIL ENGINEERING PLANS SHALL INCLUDE A FINAL LANDSCAPING PLAN SHOWING REWIRED LANDSCAPING ON THE SOUTH PROPERTY UNE AND AROUND THE REFUSE ENCLOSURE. 7. REFUSE COLLECTION AREAS SHALL BE DESIGNED TO CONTAIN ALL REFUSE AND RECYCLES GENERATED ON THE SITE AND DEPOSITED BETWEEN COLLECTIONS DEPOSITED REFUSE SHALL NOT BE VISIBLE FROM OUTSIDE THE REFUSE ENCLOSURE, WHICH SHALL BE SCREENED BY A SOUD ENCLOSURE OF A MATERIAL AND DESIGN COMPATIBLE WITH THE OVERALL ARCHITECTURAL THEME OF THE ASSOCIATED STRUCTURE, AT LEAST 2 FEET TALLER THAN THE REFUSE CONTAINERS. THE LOCATION AND ACCESS TO ALL REFUSE ENCLOSURES SHALL BE APPROVED, IN WRITING, BY LEMAY, INC. PRIOR TO CIVIL PLAN APPROVAL. 8. THE CIVIL ENGINEERING PLANS $HALL INCLUDE AN ILLUMINATION PLAN CONSISTENT WITH THE YELM DESIGN GUIDELINES. 9. THE DRIVEWAY APPROACH TO YIELM AVENUE SHALL BE RECONSTRUCTED TO PROVIDE A PHYSICAL BARRIER TO LEFT HAND TURNING MOVEMENTS FROM YELM AVENUE INTO THE SITE AND FROM THE SITE ONTO YELM AVENUE. THE ACCESS SHALL BE CONSTRUCTED TO AS,9JRE FIRE TRUCK TURNING RADIUS. C. THE SITE PLAN IS VALID FOR EIGHTEEN (18) MONTHS FROM THE DATE OF THIS APPROVAL THE APPUCANT MAY REQUEST A SIX -MONTH EXTENSION ON THE APPROVAL, IF THE REQUEST IS MADE IN WRITING PRIOR TO THE EXPIRATION DATE OF THIS APPROVAL. IF YOU NEED ADDITIONAL INFORMATION OR ASSISTANCE, PLEASE CALL THE COMMUNITY DEVELOPMENT LEPARTMENT AT (360) 458 -3835. 02 -05 -2013 APPROVED FOR CONSTRUCTION BY DATE. Director of Public Works APPROVAL EXPIRES: LI,I UW Z UV LL Q ` w I J 7 U0 0 N 0. U I w 0 <I 0 wl ti x am N 02 Q N �U g m w �mw = LL < t� ^u ovw mryx Nm3 w��i >m3 �a 0 w a c s N e �s t) `gSsg� ° of oe i �i`�° eg � G° .. 8 Al2 -282 - #46 -0263 C -001 oo x �4 W O4 3 Al2 -282 - #46 -0263 C -001 W $ W Q 3 O Q :2a W of O ; C7 N W Z_ CX LLI O W > _ J a 0� ma gLr FW _NO o< 0 1 4 w 1 F NU 0 as Al2 -282 - #46 -0263 C -001 SHEA, CARR , JEWELL GENERAL CONSTRUCTION NOTES: 1. ALL WORK, WORKMANSHIP AND MATERIALS FOR THIS PROJECT SHALL MEET OR EXCEED THE PROJECT SPECIFICATIONS, CITY OF YELM STANDARDS AND MAY INCLUDE REFERENCES TO THE 2012 WSDOT STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION. IF THERE IS A CONFLICT BETWEEN THE SPECIFICATION TYPES, THE MOST RESTRICTIVE REFERENCE SHALL BE ADHERED TO. 2. ALL GOVERNMENTAL SAFETY REGULATIONS SHALL BE STRICTLY ADHERED TO INCLUDING OSHA AND W1SHA AND WASHINGTON DEPARTMENT OF LABOR AND INDUSTRY. 3. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO DULY NOTIFY THE CITY IN ADVANCE OF THE COMMENCEMENT OF ANY AUTHORIZED WORK OR TO SCHEDULE REQUIRED INSPECTIONS. ANY REWIRED INSPECTION TEST WELL BE PERFORMED AT THE CONTRACTOR'S EXPENSE. 4. THE CONTRACTOR MAY BE REQUIRED BY THE CITY OF YELM TO PROVIDE SECURITIES BY THE CITY ENGINEER PRIOR TO COMMENCING WORK. THE CITY ENGINEER SHALL RELEASE SECURITIES UPON SATISFACTORY COMPLETION OF THE REQUIRED WORK OR ANY PREVIOUSLY SPECIFIED STIPULATIONS RELATED TO THE REWIRED WORK. 5. THE CONTRACTOR SHALL PROVIDE A WARRANTY ON ALL WORKMANSHIP AND MATERIAL FOLOWANG ACCEPTANCE OF THE PROJECT BY THE OWNER. 6. THE APPROVAL OF THESE PLANS BY THE CITY OF YELM DOES NOT RELIEVE THE CONTRACTOR OR DEVELOPER OF THE RESPONSIBILITY TO COMPLY WITH THE REQUIREMENTS OF OTHER GOVERNING AGENCIES. 7. CAUTION - Ma TO CONTRACTOR THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON THE PROJECT SURVEY AND OTHER RECORDS OF UTILITIES THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. CONTRACTOR TO CALL 1- 800 - 424 - 5555 48 HOURS PRIOR TO PLANNED EXCAVATIONS. 8. THE DESIGN SHOWN IS BASED UPON THE ENGINEER'S UNDERSTANDING OF THE EXISTING CONDITIONS. THE EXISTING CONDITIONS SHOWN ON THIS PLAN SHEET ARE BASED UPON COMPILED SURVEY DATA THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING FIELD CONDITIONS PRIOR TO BIDDING THE PROPOSED WORK IMPROVEMENTS IF CONFLICTS ARE DISCOVERED, THE CONTRACTOR SHALL NOTIFY THE OWNER OR OWNERS REPRESENTATIVE. 9. EXISTING UTILITIES ARE SHOWN FOR REFERENCE ONLY. THE CONTRACTOR SHALL VERIFY EXACT LOCATION, OA, LENGTH, CONDITION, PIPE TYPE, SLOPE AND VERTICAL AND HORIZONTAL ALIGNMENT OF THE EXISTING ALIGNMENT OF THE PROPOSED POINT OF CONNECTION PRIOR TO CONNECTION AND REPORT ANY DISCREPANCIES TO ENGINEER PRIOR TO CONSTRUCTION. 10. PRIOR TO COMMENCING WORK, THE CONTRACTOR SHALL OBTAIN ALL NECESSARY LOCAL, STATE, AND FEDERAL APPROVALS AND PERMITS. 11. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO HAVE A COPY OF THE APPROVED PLANS, SPECIFICATIONS, AND CONTRACT DOCUMENTS AT THE CONSTRUCTION SITE AT ALL TIMES. 12. A PRE CONSTRUCTION MEETING SHALL BE HELD WITH THE CITY OF YELM PUBLIC WORKS DEPARTMENT PRIOR TO THE START OF CONSTRUCTION (360) 458 -8410. 13: CONTRACTOR TO PROVIDE SLOPE PROTECTION FOR SLOPES OF 5:1 OR GREATER ACCORDING TO AGO STANDARD GUIDELINES AND BEST MANAGEMENT PRACTICES (BMP'S). 14. CONTRACTOR TO MAINTAIN EROSION CONTROL FACILITIES IN ACCORDANCE WITH DRAINAGE DESIGN MANUAL FOR THE CITY OF YELM, THURSTON COUNTY EROSION CONTROL MANUAL, DEPARTMENT OF ECOLOGY STORM WATER MANUAL AND AGC WATER QUALITY MANUAL AND PER THE STORMWATER POLLUTION PREVENTION PLAN (SWPPP). 15. THE CONTRACTOR SHALL SAFELY MAINTAIN TRAFFIC AND CONTINUOUS ACCESS TO PRIVATE AND /OR PUBLIC PROPERTY. 16. CONSTRUCTION SIGNING AND TRAFFIC CONTROL SHALL BE PER THE CURRENT COPY OF THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (MUTCD). 17. THE ROADS DESIGNATED AS CONTRACTOR ROUTES WILL BE USED BY CONTRACTORS AND THE GENERAL PUBLIC (ALONG PUBLIC ROADS). THE CONTRACTOR SHALL NOT INTERFERE WITH OTHER VEHICLE TRAFFIC AND SHALL YIELD TO EMERGENCY VEHICLES ALONG ANY OF THE PUBLIC ROADS THE CONTRACTOR SHALL PROVIDE ALL FLAGGING, SIGNING, UG HTING, ETC REWIRED BY THE CITY OF YELM, THURSTON COUNTY, OR THE STATE. THE CONTRACTOR SHALL OBEY ALL VEHICULAR WEIGHT AND SPEED LIMITS PERIODIC SWEEPING OF CAPITAL MALL DR, AND ALL OTHER ROUTES SHALL BE DONE AS NEEDED SO ROUTES ARE KEPT FREE OF DEBRIS AT ALL TIMES 18. ANY DAMAGE ALONG THE CONTRACTOR ACCESSAAUL ROUTES DUE TO THE CONTRACTOR'S USE SHALL BE REPAIRED IMMEDIATELY. AT THE COMPLETION OF THE PROJECT, ALL PAVEMENTS AND SURFACES ALONG THE ACCESS ROUTES SHALL BE RESTORED TO THE ORIGINAL CONDITIONS. THE CONTRACTOR SHALL REPAIR ANY DAMAGE TO THE HAUL ROADS DUE TO HIS /HER OPERATIONS. THE CONTRACTOR SHALL COORDINATE AND MEET THE CLEANING AND REPAIR REQUIREMENTS SET BY OTHER PUBLIC AGENCIES FOR USE OF THOR ROADS FOR CONSTRUCTION RELATED WORK. 19. ALL VEHICLES AND EQUIPMENT SHALL BE KEPT WITHIN THE WORK AREAS ESTABLISHED FOR THAT WORK SHIFT UNLESS TRAVELING TO OR FROM THE SITE UNDER NO CIRCUMSTANCES SHALL VEHICLES BE PARKED OR EQUIPMENT BE STORED OUTSIDE OF THESE AREAS. 20. OTHER CONSTRUCTION PROJECTS MAY OCCUR NEAR THE PROJECT SITE AND MAY BE IN PROGRESS CONCURRENT WITH THE PROJECT. THE CONTRACTOR SHALL COOPERATE AS NECESSARY AND NOT INTERFERE OR HINDER THE PROGRESS OR COMPLETION OF WORK BEING PERFORMED BY OTHER CONTRACTORS 21. THE CONTRACTOR IS RESPONSIBLE FOR FURNISHING AND INSTALLING ALL MATERIALS, LABOR, AND EQUIPMENT NECESSARY TO COMPLETE THE WORK SHOWN ON THESE DRAWINGS AND TO OBTAIN ACCEPTANCE BY THE CITY OF YELM AND THE PROJECT OWNER. 22. ALL AREAS DISTURBED DURING CONSTRUCTION SHALL BE RESTORED TO THEIR ORIGINAL "PRE CONSTRUCTION' STATE OR BETTER. 23. DRIVEWAY ACCESS AND UTIUTY SERVICE TO EXISTING HOMES OR BUSINESS SHALL BE MAINTAINED AT ALL TIMES. CALL BEFORE YOU DIG THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING THE UNDERGROUND LOCATE LINE AT (800) 424 -5555 A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATION. CITY OF YELM GENERAL NOTES: 1. ALL WORKMANSHIP AND MATERIALS MALL BE IN ACCORDANCE WITH CITY OF YELM STANDARDS, AND THE MOST CURRENT COPY OF THE STATE OF WASHINGTON STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION. 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TRAFFIC CONTROL IN ACCORDANCE WITH MUTCD. PRIOR TO DISRUPTION OF ANYf TRAFFIC, TRAFFIC CONTROL PLANS SHALL BE PREPARED AND SUBMITTED TO THE CITY FOR APPROVAL. NO WORK SHALL COMMENCE UNTIL ALL APPROWD TRAFFIC CONTROL IS IN PLACE. 3. ALL CURB AND GUTTER, STREET GRADES, SIDEWALK GRADES, AND ANY OTHER VERTICAL AND /OR HORIZONTAL ALIGNMENT SHALL BE STAKED BY AN ENGINEERING OR SURVEYING FIRM CAPABLE OF PERFORMING SUCH WORK. 4. WHERE NEW ASPHALT JOINS EXISTING, THE EXISTING ASPHALT SHALL BE CUT TO A NEAT VERTICAL EDGE AND TACKED WITH ASPHALT EMULSION TYPE CSS -1 IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS. THE NEW ASPHALT SHALL BE (FEATHERED BACK OVER EXISTING TO PROVIDE A SEAL AT THE SAW CUT LOCATION AND THE JOINT SEALED WITH GRADE AR -4000W PAVING ASPHALT. 5. COMPACTION OF SUBGRADE, ROCK, AND ASPHALT SHALL BE IN ACCORDANCE NTH THE STANDARD SPECIFICATIONS. 6. SUBGRADE INSPECTION SHALL BE PERFORMED BY AN APPROVED TESTING FIRM AND (FORMS SHALL BE INSPECTED FOR LINE AND GRADE BY AN ENGINEER BEFORE POURING CONCRETE. 7. CERTIFICATION AS TO CONFORWANCE SHALL BE PROVIDED TO THE CITY PRIOR TO ACCEPTANCE OF WORK. B. THE CONTRACTOR/DEVELOPER SHALL FURNISH AND INSTALL ALL PERMANENT SIGNING. SEC 24, TOWNSHIP 17 N, RANGE 1 E, W.M. DRAFTING SYMBOLS LEGEND (UTILITIES 0 CABLE MARKER POST XX -01 °° °- DETAIL NUMBER XX -Oi .........SHEET NUMBER DETAIL IS LOCATED ON XX —A .......... •.........SHEET SECTION NUMBER XX -01 .. -- TOP- -- NUMBER SECTION IS LOCATED ON (D ...............CONSTRUCTION NOTE SYMBOLS XX SEPTIC TANK (XX ) LUMINAIRE WITH ARM _---- T- OH ----- T- OH ----- T -OH- ❑X - --_P ----- P ----- P ----- P-- LUMINAIRE LEGEND (UTILITIES 0 CABLE MARKER POST ID SS CLEANOUT O CABLE RISER/ PEDESTAL (g SS MANHOLE ® CABLE VAULT/MANHOLE .. -- TOP- -- SS MARKER POST ---< CULVERT U SEPTIC TANK --p LUMINAIRE WITH ARM _---- T- OH ----- T- OH ----- T -OH- STORM CATCH BASIN - --_P ----- P ----- P ----- P-- LUMINAIRE p STORM MANHOLE * LANDSCAPE/YARD LIGHT ----- c---- -G---- G-- - - -G -- STORM CLEANOUT ® NATURAL GAS MARKER POST o STORM ROOF DRAIN N NATURAL GAS METER ASPHALTIC CONCRETE STORM YARD DRAIN CZ PROPANE TANK M STORM MARKER POST © NATURAL GAS VALVE ffM TELEPHONE CABINET p POWER CONDUIT ® TELEPHONE JUNCTION BOX y GUY ANCHOR <D TELEPHONE RISER 0°1 GUY POLE NOT TO SCALE TELEPHONE MARKER POST ® POWER JUNCTION BOX -U- TELEPHONE POLE 8 POWER MARKER POST TELEPHONE VAULT /MANHOLE B3 POWER METER 0 WATER AIR RELEASE VALVE -0- POWER POLE p WATER BLOW OFF -C?- PP WITH DROP LINE PP WITH DROP AND LIGHT R FIRE DEPARTMENT CONNECTION ICI HOSE BIB PP WITH DROP, LIGHT AND TRANSFORMER 0 IRRIGATION CONTROL VALVE PP WITH DROP AND TRANSFORMER PP WITH LIGHT AND TRANSFORMER M WATER MARKER POST PP WITH LIGHT ® WATER METER -�- PP WITH TRANSFORMER ,gy, WATER POST INDICATOR VALVE IN POWER TRANSFORMER w pq SPRINKLER HEAD WATER VALVE © POWER VAULT /MANHOLE O WATER VAULT/MANHOLE WELL LEGEND (SURFACE FEATURES t, -11 DECIDUOUS TREE CONIFER TREE '7MAPLE TREE `I'F DOUGLAS —FIR TREE STUMP SHRUB BIKE RACK lFM MAIL BOX WHEEL STOP - -0 -_ STREET SIGN AS DESCRIBED) 0 ALUMINUM CA + AERIAL PANEL BRASS CAP ® CONCRETE MONUMENT ,J HUB AND TACK IRON PIPE XLT LEAD AND TACK ,LL MAG NAIL & MONUMENT IN CASE + PK NAIL O REPAR AND CAP +" SCRIBE ,�t, STONE LINE TYPES FIRE DEPARTMENT CONNECTION _..._. _ _..- WOOD FENCE '......' -�._ -.. CHAIN LINK FENCE - -x-- °— x-- x- -P`--- WIRE FENCE LP GROUND TOE .. -- TOP- -- GROUND TOP -- SD -S -SD --- STORM LINE -- ss- - -SS --- - -ss -- SANITARY SEWER LINE - ---- T----- T--- - - T - - - - -T - BURIED TELEPHONE _---- T- OH ----- T- OH ----- T -OH- OVERHEAD TELEPHONE - --_P ----- P ----- P ----- P-- BURIED POWER ----- OH---- -OH-- ---OH— OVERHEAD POWER - ----w----w- --w----w- WATER LINE ----- c---- -G---- G-- - - -G -- NATURAL GAS LINE & D f iY X AC ADD'L ANT AFF AP APPROX ARCH ATB AVE BCR BFV BGS BLK BLDG BM BVC C CB OF CIRC CIP CIP MON ci i CL CLR CO COMM COMPT CONC CONST CONT COORD CSBC CSTC CULV CU YD D/w DEF DEG DEMO DIA DIM DIP DR DWG(S) E EA ECR EHH EL, ELEV ELEC ENGR EDP ED EQUIP ESMT EVC EX, EXIST EXP ABBREVIATIONS FIRE DEPARTMENT CONNECTION FDN NOTE: NOT ALL ABBREVIATIONS WALL BE UTILIZED WITHIN THESE PLANS AND ANGLE LF LINEAR FEET APPROXIMATELY LP LOW POINT AT LT LEFT CENTERLINE MAX MAXIMUM DEGREE MFR MANUFACTURER EQUALS MH MANHOLE FOOT GREATER THAN MIN MINIMUM, MINUTE INCH MISC MISCELLANEOUS NUMBER MON MONUMENT INCASE PERCENT N NORTH, NORTHING ASPHALTIC CONCRETE N/A NOT APPLICABLE ADDITIONAL NE NORTHEAST ADJACENT NEMA NATIONAL ELECTRICAL MANUFACTURES ABOVE FINISH FLOOR ASSOCIATION ANGLE POINT NIC NOT IN CONTRACT NO, No NUMBER APPROXIMATE NTS NOT TO SCALE ARCHITECT NW NORTHWEST ASPHALT TREATED BASE COURSE AVENUE BEGIN CURB RETURN BUTTERFLY VALVE BELOW GROUND SURFACE BLOCK(S) BUILDING BENCHMARK BEGIN VERTICAL CURB CONDUIT CATCH BASIN CUBIC FEET CIRCUIT, CIRCULAR, TION) CAST —IN —PLACE CAST —IN —PLACE MONUMENT CENTER JOINT CENTER LINE CROWNLINE CLEAR CLEANOUT COMMUNICATION COMPACTED CONCRETE CONSTRUCT CONTINUE, ED, OUS, ATION) COORDINATE CRUSHED SURFACING BASE COURSE CRUSHED SURFACING TOP COURSE CULVERT CUBIC YARD DRIVEWAY DEFLECTION DEGREE DEMOLISH /DEMOLITION DIAMETER DIMENSION(S) DUCTILE IRON PIPE DRIVE DRAWWNG(S) EAST OR ELECTRICAL EACH END CURB RETURN ELECTRICAL HANDHOLE ELEVATION ELECTRICAL) ENGINEER EDGE OF PAVEMENT EQUAL(LY) EQUIPMENT EASEMENT END VERTICAL CURVE EXISTING EXPANSION FOC FIRE DEPARTMENT CONNECTION FDN FOUNDATION FF, FFE FINISH FLOOR (ELEVATION) FG FINISHED GRADE FH FIRE HYDRANT FIN FINISH(OD) FL FIRE LINE/FLANGE FT FOOT /FEET G GAS GALV GALVANIZED GRND GROUND GV GATE VALVE OC, oc OD OSHA P PC PCC PED PI It POC PP PRO PROP PSE PSI PT PVC PA PVMT PVT PWR QTY R RD REF REINF REQ'D REV RIM RT R /W, ROW S SCHED SO, SDMH SE SECT SHT SP SO SO FT SO IN SS SSMH ST STA STD STRUCT SW SYS T TBO TBM TC TELE TEMP TOW TP, T/P TYP ?bIr VAR VC VERT VOL ON CENTER OUTSIDE DIAMETER OCCUPATIONAL SAFETY & HEALTH ADMINISTRATION POWER, POWER VAULT POINT OF CURVATURE POINT OF COMPOUND CURVE PEDESTAL POINT OF INTERSECTION PROPERTY LINE POINT OF CONNECTION POWER POLE POINT OF REVERSE CURVATURE PROPERTY PUGET SOUND ENERGY POUNDS PER SQUARE INCH POINT OF TANGENCY POINT OF VERTICAL CURVE POINT OF VERTICAL INTERSECTION PAVEMENT POINT OF VERTICAL TANGENT POWER QUANTITY RADIUS ROAD, ROADWAY REFERENCE REINFORCE, ED, ING, MENT) REQUIRED REVISION MANHOLE RIM ELEVATION RIGHT RIGHT OF WAY SOUTH OR SLOPE SCHEDULE STORM DRAIN, STORM DRAIN MANHOLE SOUTHEAST SECTION(S) SHEET SPRINKLER SQUARE SQUARE FEET SQUARE INCH SANITARY SEWER SANITARY SEWER MANHOLE STREET STATION STANDARD SIRUCTURE(E, AL) SOUTHWEST SYSTEM TELEPHONE OR TELEPHONE VAULT TO BE DETERMINED TEMPORARY BENCH MARK TOP OF CURB ELEVATION TELEPHONE TEMPORARY TOP OF WALL TOP OF PIPE TYPICAL UNDERGROUND VERTICAL ANGLE POINT VERTICAL CURVE VERTICAL VOLUME WEST, WIDTH, WIDE OR WATER WITH WITHOUT WATER MAIN OR WILLAMETTE MERIDIAN WASHINGTON STATE DEPARTMENT OF TRANSPORTATION WATER VALVE TRANSFORMER YARD DRAIN 02 -05 -2013 APPROVED FOR CONSTRUCTION BY' DATE' Director of Public Works. APPROVAL r m 0 N z 0 Wz U O ao Zw U_ O ' w W 5 w 0°c3 J (D pmw iY a j mNx N Z X03 U 0 >m3 U �a 0 N i z o I N .j `op S poEll z fij is � `AWOL b�S W HH HANDHOLE W/ HORIZ HORIZONTAL W/0 HT HEIGHT WM J 0 WSDOT IE INVERT ELEVATION Z c IN INCH Wv JB, J -BOX JUNCTION BOX XFMR JT JOINT TRENCH YD kW KILOWATT kV KILOVOLTS J rT- KWH KILOWATT HOURS ON CENTER OUTSIDE DIAMETER OCCUPATIONAL SAFETY & HEALTH ADMINISTRATION POWER, POWER VAULT POINT OF CURVATURE POINT OF COMPOUND CURVE PEDESTAL POINT OF INTERSECTION PROPERTY LINE POINT OF CONNECTION POWER POLE POINT OF REVERSE CURVATURE PROPERTY PUGET SOUND ENERGY POUNDS PER SQUARE INCH POINT OF TANGENCY POINT OF VERTICAL CURVE POINT OF VERTICAL INTERSECTION PAVEMENT POINT OF VERTICAL TANGENT POWER QUANTITY RADIUS ROAD, ROADWAY REFERENCE REINFORCE, ED, ING, MENT) REQUIRED REVISION MANHOLE RIM ELEVATION RIGHT RIGHT OF WAY SOUTH OR SLOPE SCHEDULE STORM DRAIN, STORM DRAIN MANHOLE SOUTHEAST SECTION(S) SHEET SPRINKLER SQUARE SQUARE FEET SQUARE INCH SANITARY SEWER SANITARY SEWER MANHOLE STREET STATION STANDARD SIRUCTURE(E, AL) SOUTHWEST SYSTEM TELEPHONE OR TELEPHONE VAULT TO BE DETERMINED TEMPORARY BENCH MARK TOP OF CURB ELEVATION TELEPHONE TEMPORARY TOP OF WALL TOP OF PIPE TYPICAL UNDERGROUND VERTICAL ANGLE POINT VERTICAL CURVE VERTICAL VOLUME WEST, WIDTH, WIDE OR WATER WITH WITHOUT WATER MAIN OR WILLAMETTE MERIDIAN WASHINGTON STATE DEPARTMENT OF TRANSPORTATION WATER VALVE TRANSFORMER YARD DRAIN 02 -05 -2013 APPROVED FOR CONSTRUCTION BY' DATE' Director of Public Works. APPROVAL r m 0 N z 0 Wz U O ao Zw U_ O ' w W 5 w 0°c3 J (D pmw iY a j mNx N Z X03 U 0 >m3 U �a 0 N i z o I N .j `op S poEll z fij is � `AWOL b�S Al2 -282 — /46 -0263 C -002 0 Z 9le�I�la� W W W LLI O it J 0 Oa =a Al2 -282 — /46 -0263 C -002 0 Z W W W LLI O it J 0 Oa =a Z c uj XO Z N C/) O 3 < -i LLI 1 Z mCL J rT- R N I O NU O Q W W CD owl� Al2 -282 — /46 -0263 C -002 SEC 24, TOWNSHIP 17 N, RANGE 1 E, W.M. .._.548 - ...;349 - - - --..- .-- .____ __.- 348 - - - - � -- ---- :.=_' -,- S4G'29IT' W 25020' - -- - -- - - -- -- - � / 349 _.. t _ -ice- - - - - - - - - - - I*7�� ._._._- -FOP - - -..-- - ._ - •.-- _��_.��. �. rtes _"^ t y _ , v - - - -- - I o0 a� ° s %. (rl t I o ! I ! _ i�_ I I I I I I I I I I I I I i ! I t A'• �:�Jf f� c L o v v �s 061 ' C ;_ f1`j f' - -.._ .__ -_. -_ __ __ _. �/ _ nI _�.. 1� } � ,X7 � , � j � � � �- �;a. ! ! �- ilt •' ( a5a3A -if I SHt x3 +.., \ rf t �• t' t F��" rj�f ti `w3 {g � I ✓ (.� Ir 0} - _____ _ ____ -_ (( __- ____'�- r SS ..____ SS SS SS SS - rr �. __-i-j 55 7' -r -SS '-555 __ �5% --SSI —55 v. . 4'.. _ '� ,i G V E I '4 JL al � lJ � �> 4 v LJ / i I I ' f / r i 'II U _ I I t _. -- - i • i` }r__../� Gi�;) e SCI 5 ! f ✓r"7 _ 4 l ��, � Il III - -- - - -- — " M f� n I � , 3 v s� LI -- - -- I i Ic r S�1 __ 1 02919 w zaooa _... f j SOLBERG STREET SE ` p a k CALL BEFORE YOU DIG THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING THE UNDERGROUND LOCATE LINE AT (800) 424 -5555 A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATION. LEGAL DESCRIPTION LOT 2 OF SHORT SUBDIVISION SS -8076 AS RECORDED IN VOLUME 26 OF SHORT PLATS AT PAGE 374, RECORDS OF THURSTON COUNTY, WASHINGTON. (LEGAL DESCRIPTION PER THURSTON COUNTY ASSESSOR'S DATA, NO TITLE REPORT WAS PROVIDED) DATUM HORIZONTAL WASHINGTON STATE PLANE COORDINATES, SOUTH ZONE, NAD 1983/91, BASED ON TIES TO THURSTON COUNTY CONTROL MONUMENTS. TAR#837 AND TAR#362 VERTICAL NAVD 1988 BASED ON TIES TO THURSTON COUNTY CONTROL POINTS TAR/837 AND TAR1362. TBM PK NAIL SET 1' NORTHERLY OF STRIPE END IN �3 SOUTHWEST END OF PARKING LOT. M2C POINT # 101, ELEVATION 349.22 OI LO W Z W Q W l 10 UTILITIES NOTE: THE UNDERGROUND UTILITIES ARE SHOWN HEREON BY FIELD LOCATING SURFACE APPURTENANCES AND REFERRING TO RECORDS PROVIDED BY CLIENT. CONTRACTORS WILL VERIFY INFORMATION REGARDING THE LOCATION AND SIZES OF ALL UNDERGROUND UTILITIES BEFORE COMMENCING CONSTRUCTION. 0 10 SCALE IN FEET C1 02 -05 -2013 APPROVED FOR CONSTRUCTION BY: DATE'. Director of Public Works APPROVAL EXPIRES: "IT UW Z� ' w j to J Z 0- Q U0 U �N N Q r m F= 0 a in 0 m m z 0 z i 3s� °mom � � w �mw 3 LL V' ovuQ, m N N w° ?`m°3 �a 0 a z u N O 9s U) lip: III o E.. S 1 G g 'jig Al2 -282 — #46 1 63 C -100 s H- W 0- Q �N mQN Q p Of Al2 -282 — #46 1 63 C -100 s H- W 0- Q W Q Of OQ z a o_ w of z 0 0 0 Z En z o o v :D in r� 0 $ ! OQ N U I X W p Al2 -282 — #46 1 63 C -100 s SEC 24, TOWNSHIP 17 N, RANGE 1 E, W.M. To -;.. t .. l I, o-3 I@ CALL BEFORE YOU DIG THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING THE UNDERGROUND LOCATE UNE AT (800) 424 -5555 A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATION. EROSION CONTROL LEGEND SILT FENCE Im _...,y- - - ----- - INLET PROTECTION EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR DEMOLITION LEGEND o SAWCUT z EXISTING ASPHALT AND BASE I TO BE REMOVED � EXISTING CONCRETE w TO DE REMOVED U DEMOLITION: ❑ REMOVE STRIPING. Q 2 REMOVE CONCRETE CURB AND BACKFILL TO 95% a N Q COMPACTION. a m u 3� REMOVE CONCRETE. o ® SALVAGE LIGHT POLE, DEMO EXISTING FOUNDATION, LLI AND BACKFILL TO 95% COMPACTION. 0 10 20 F N REMOVE SANITARY SEWER PIPE AND BACKFILL TO m N v1 95% COMPACTION. 3M3 © REMOVE AND SALVAGE MCDONALDS DRIVE -THRU W 3 SIGN. DEMO FOUNDATION AND BACKFILL TO 95% 0 >°3 COMPACTION. Z o� ''.... L Q7 REMOVE AND SALVAGE DRIVE -THRU MAXIMUM Q HEIGHT POLE. DEMO FOUNDATION AND BACKFILL TO gL 95% COMPACTION. `LU 8❑ ADJUST IRRIGATION CONTROL VALVE LID TO >- 0 PROPOSED GRADE. Of 9� REMOVE AND SALVAGE SPEAKER. DEMO FOUNDATION U AND BACKFILL TO 95% COMPACTION. W 10 REMOVE AND SALVAGE RAIN GUARD. DEMO Z� FOUNDATION AND BACKFILL TO 95% COMPACTION. 11 REMOVE AND SALVAGE MENU SIGN. DEMO N II, FOUNDATION AND BACKFILL TO 95% COMPACTION. ', 12 REMOVE BOLLARD, DEMO FOUNDATION, AND L... J BACKFILL 95% COMPACTION. Q-I 13 REMOVE ASPHALT PAVEMENT. 14 PROTECT EXISTING STEP SEWER TANK, PUMPS, ',,.. ELECTRICAL CONDUITS AND ACCESS RISERS. In SAWCUT 2 FEET INSIDE PROPOSED FACE OF CURB. Z O O LL SIONAL E� N O LL I— Z BEGIN 2 02 -05 -20/3 N U H 0 F: 0 : APPROVED FOR CONSTRUCTION Al2_262 - /46_0263 BY DATE: j Director of Public Works G 7 C -L!///�� OO APPROVAL x� (l i r EXPIRES: yr A II �I I@ CALL BEFORE YOU DIG THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING THE UNDERGROUND LOCATE UNE AT (800) 424 -5555 A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATION. EROSION CONTROL LEGEND SILT FENCE Im _...,y- - - ----- - INLET PROTECTION EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR DEMOLITION LEGEND r3 U W G 0 w SAWCUT z EXISTING ASPHALT AND BASE TO BE REMOVED � EXISTING CONCRETE w TO DE REMOVED U DEMOLITION: ❑ REMOVE STRIPING. Q 2 REMOVE CONCRETE CURB AND BACKFILL TO 95% a N Q COMPACTION. a m u 3� REMOVE CONCRETE. o ® SALVAGE LIGHT POLE, DEMO EXISTING FOUNDATION, LLI AND BACKFILL TO 95% COMPACTION. 0 10 20 F N REMOVE SANITARY SEWER PIPE AND BACKFILL TO m N v1 95% COMPACTION. 3M3 © REMOVE AND SALVAGE MCDONALDS DRIVE -THRU W 3 SIGN. DEMO FOUNDATION AND BACKFILL TO 95% 0 >°3 COMPACTION. Z o� ''.... L Q7 REMOVE AND SALVAGE DRIVE -THRU MAXIMUM Q HEIGHT POLE. DEMO FOUNDATION AND BACKFILL TO a 95% COMPACTION. `LU 8❑ ADJUST IRRIGATION CONTROL VALVE LID TO >- 0 PROPOSED GRADE. Of 9� REMOVE AND SALVAGE SPEAKER. DEMO FOUNDATION U AND BACKFILL TO 95% COMPACTION. W 10 REMOVE AND SALVAGE RAIN GUARD. DEMO Z� FOUNDATION AND BACKFILL TO 95% COMPACTION. 11 REMOVE AND SALVAGE MENU SIGN. DEMO FOUNDATION AND BACKFILL TO 95% COMPACTION. ', 12 REMOVE BOLLARD, DEMO FOUNDATION, AND L... J BACKFILL 95% COMPACTION. Q-I 13 REMOVE ASPHALT PAVEMENT. 14 PROTECT EXISTING STEP SEWER TANK, PUMPS, ',,.. ELECTRICAL CONDUITS AND ACCESS RISERS. In SAWCUT 2 FEET INSIDE PROPOSED FACE OF CURB. r3 U W G 0 w s J :0 s o go>$b N 0 z m � z 0 w LD z U J Z 0 W d a N Q i a m u � LLI �wO_ 0 10 20 F Oa a u W J D m N v1 3M3 0 0_ z O 3 0 >°3 d UU o� N W DWA�,?`'JS a .. o z � g °So 0 i Of N s J :0 s o go>$b z � J W d � LLI �wO_ 0 10 20 SCALE IN FEET W Q 0 0_ z O 3 O d O :�E DWA�,?`'JS °So O Of p¢ + U In W i Z� o w J Q-I kt 'r` 93669 EC OO q FS FGIST00. C>` In I� n- Z O O LL SIONAL E� N O LL I— Z :2 Z 4 02 -05 -20/3 N U H 0 F: 0 : APPROVED FOR CONSTRUCTION Al2_262 - /46_0263 BY DATE: Director of Public Works G C -L!///�� OO APPROVAL x� EXPIRES: yr EROSION CONTROL NOTES: SILT FENCE' 1. FILTER FABRIC SHALL BE PURCHASED IN A CONTINUOUS ROLL CUT TO THE LENGTH OF THE BARRIER TO AVOID USE OF JOINTS WHEN JOINTS ARE NECESSARY, FILTER CLOTH SHALL BE SPLICED TOGETHER ONLY AT A SUPPORT POST, WITH A MINIMUM 6 -INCH OVERLAP, AND SECURELY FASTENED AT BOTH ENDS TO POST. 2. POSTS SHALL BE SPACED A MAXIMUM OF 6 FEET APART AND DRIVEN SECURELY INTO THE GROUND (MINIMUM OF 30 INCHES). 3. A TRENCH SHALL BE EXCAVATED APPROXIMATELY 8 INCHES WIDE AND 12 INCHES DEEP ALONG THE LINE OF POSTS AND UPSLOPE FROM THE BARRIER. 4. WHEN STANDARD STRENGTH FILTER FABRIC IS USED, A WIRE MESH SUPPORT FENCE SHALL BE FASTENED SECURELY TO THE UPSLOPE SIDE OF THE POSTS USING HEAVY -DUTY WWRE STAPLES AT LEAST 1 INCH LONG, TIE WARES OR HOG RINGS. THE WIRE SHALL EXTEND INTO THE TRENCH A MINIMUM OF 4 INCHES AND MALL NOT EXTEND MORE THAN 36 INCHES ABOVE THE ORIGINAL GROUND SURFACE. 5. HE STANDARD STRENGTH FILTER FABRIC SHALL BE STAPLED OR WIRED TO THE FENCE, AND 20 INCHES OF THE FABRIC SHALL BE EXTENDED INTO THE TRENCH. THE FABRIC SHALL NOT EXTEND MORE THAN 36 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 A CASE, THE FILTER FABRIC IS STAPLED OR WIRED DIRECTLY TO THE POSTS WITH ALL OTHER PROVISIONS OF ABOVE NOTES APPLYING. 7. FILTER FABRIC FENCES SHALL NOT BE REMOVED BEFORE THE UPSLOPE AREA HAS BEEN PERMANENTLY STABILIZED. B. FILTER FABRIC FENCES SHALL BE INSPECTED IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL. ANY REQUIRED REPAIRS SHALL BE MADE IMMEDIATELY. TRIANGULAR SEDIMENT FILTER DIKE ' 1. IF THE SLOPE EXCEEDS 10 PERCENT, THE LENGTH OF THE SLOPE ABOVE THE DIKE SHALL BE LESS THAN 50 FEET. 2, ALL DIKES SHALL BE PLACED ON THE CONTOUR AND SHALL BE PLACED IN A ROW WITH THE ENDS TIGHTLY ABUTTING THE ADJACENT DIKE. FILTER MATERIAL SHALL LAP OVER ENDS 6 INCHES TO COVER DIKE TO DIKE JUNCTION; EACH JUNCTION SHALL BE SECURED BY SHOAT RINGS 3. IN GENERAL, EACH SIDE OF THE TRIANGLE SHALL BE A MINIMUM OF 18 INCHES. 4. NONWOVEN POLYPROPYLENE, POLYETHYLENE OR POLYAMIDE GEOTEXTILE FABRIC MAY BE USED AS FILTER MATERIAL. THIS MATERIAL SHALL HAVE A MINIMUM UNIT WEIGHT OF FOUR AND ONE -HALF (4.5) OUNCES PER SQUARE YARD, MULUN BURST STRENGTH EXCEEDING 250 PSI, ULTRAVIOLET STABILITY EXCEEDING 70 PERCENT, AND EQUIVALENT OPENING SIZE EXCEEDING 40. THE FABRIC COVER AND SKIRT SHALL BE A CONTINUOUS WRAPPING OF THE FABRIC; THE SKIRT SHALL BE A CONTINUOUS EXTENSION OF THE UPSTREAM FACE. INLET PROTECTIDN: 1. PLACE CONCRETE BLOCKS LENGTHWISE ON THEIR SIDES IN A SINGLE ROW AROUND THE PERIMETER OF THE INLET, SO THAT THE OPEN ENDS FACE OUTWARD, NOT UPWARD. THE ENDS OF ADJACENT BLOCKS SHALL ABUT. THE HEIGHT OF THE BARRIER CAN BE VARIED, DEPENDING ON DESIGN NEEDS, BY STACKING COMBINATIONS OF BLOCKS THAT ARE 4 INCHES, AND 12 INCHES WIDE. THE ROW OF BLOCKS SHALL BE AT LEAST 12 INCHES BUT NO GREATER THAN 24 INCHES HIGH. 2. PLACE WIRE MESH OVER THE OUTSIDE VERTICAL FACE (OPEN END) OF THE CONCRETE BLOCKS TO PREVENT STONE FROM BEING WASHED THROUGH THE BLOCKS USE HARDWARE CLOTH OR COMPARABLE WIRE MESH WITH 1/2 -INCH. OPENINGS 3. PILE STONE AGAINST THE WIRE MESH TO THE TOP OF THE BLOCKS. USE 3/4-TO 3 -INCH GRAVEL 4. PLACE WIRE MESH OVER THE DROP INLET SO THAT THE WIRE EXTENDS A MINIMUM OF 1 FT BEYOND EACH SIDE OF THE INLET STRUCTURE. USE HARDWARE CLOTH OR COMPARABLE WIRE MESH NTH 1/2 -INCH OPENINGS. IF MORE THAN ONE STRIP OF MESH IS NECESSARY, OVERLAP THE STRIPS PLACE FILTER FABRIC OVER WIRE MESH. 5. PLACE 3/4 -INCH GRAVEL OVER THE WIRE MESH. THE DEPTH OF STONE SHALL BE AT LEAST 12 INCHES OVER THE ENTIRE INLET OPENING. EXTEND THE STONE BEYOND THE INLET OPENING AT LEAST 18 INCHES ON ALL SIDES. 6. IF THE STONE FILTER BECOMES CLOGGED WTH SEDIMENT, THE STONES MUST BE PULLED AWAY FROM THE INLET AND CLEANED OR REPLACED. EROSION CONTROL BLANKETS' 1. WHERE SOIL IS HIGHLY ERODIBLE, NET SHALL ONLY BE USED IN CONJUNCTION WITH AN ORGANIC MULCH SUCH AS STRAW AND WOOD FIBER. 2. JUTE NET SHALL BE HEAVY, UNIFORM CLOTH WOVEN OF SINGLE JUTE YARN, WHICH IF 36 TO 48 INCHES WIDE SHALL WEIGH AN AVERAGE OF 1.2 LBS/UNEAR YARD. IT MUST BE SO APPLIED THAT IT IS IN COMPLETE CONTACT WITH THE SOIL. 3. NETTING SHALL BE SECURELY ANCHORED TO THE SOIL WITH NO. 11 GAUGE WIRE STAPLES AT LEAST 6 INCHES LONG. TEMPORARY DIKES AND SWALES: 1. SEED AND MULCH SHALL BE APPLIED WITHIN 5 DAYS OF DIKE CONSTRUCTION (SEE VEGETATION). 2. THE UPSLOPE SIDE OF THE DIKE SHALL PROVIDE POSITIVE DRAINAGE TO THE DIKE OUTLET. 3. NO EROSION SHALL OCCUR AT THE DIKE OUTLET. PROVIDE ENERGY DISSIPATION MEASURES AS NECESSARY. 4. SEDIMENT LADEN RUNOFF MUST BE RELEASED THROUGH A SEDIMENT TRAPPING FACILITY SUCH AS A POND, TRAP, OR SILT FENCE AS APPROPRIATE TO DRAINAGE AREA SIZE. CHECK DAMS: 1. THE MAXIMUM SPACING BETWEEN THE DAMS SHALL BE SUCH THAT THE TOE OF THE UPSTREAM DAM IS AT THE SAME ELEVATION AS THE TOP OF THE DOWNSTREAM DAM. 2. ROCK CHECK DAMS SHALL BE CONSTRUCTED OF 2 -TO 4 -INCH DIAMETER ROCK. THE ROCK MUST BE PLACED BY HAND OR MECHANICAL PLACEMENT (NO DUMPING OF ROCK TO FORM DAM) TO ACHIEVE COMPLETE COVERAGE OF THE DITCH OR SWALE AND TO INSURE THAT THE CENTER OF THE DAM IS LOWER THAN THE EDGES. CALL BEFORE YOU DIG THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING THE UNDERGROUND LOCATE LINE AT (800) 424 -5555 A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATION. SEC 24, TOWNSHIP 17 N, RANGE 1 E, W.M. EROSION CONTROL NOTES - cont'd: 3. LOG CHECK DAMS SHALL BE CONSTRUCTED OF 4- TO 6 -INCH DIAMETER LOGS. THE LOGS SHALL BE EMBEDDED INTO THE SOIL AT LEAST 18 INCHES. 4. IN THE CASE OF GRASS -LINED DITCHES AND SWALES, CHECK DAMS SHALL BE REMOVED WHEN THE GRASS HAS MATURED SUFFICIENTLY TO PROTECT THE DITCH OR SWALE, THE AREA BENEATH THE CHECK DAMS SHALL BE SEEDED AND MULCHED IMMEDIATELY AFTER DAM REMOVAL, 5. CHECK DAMS SHALL BE CHECKED FOR SEDIMENT ACCUMULATION AFTER EACH SIGNIFICANT RAINFALL. SEDIMENT SHALL BE REMOVED WHEN IT REACHES ONE HALF OF THE ORIGINAL DAM HEIGHT OR BEFORE. CONSTRUCTION kNTgANCFS; 1. MATERIAL SHALL._ BE 4" TO 6" QUARRY SPALLS AND MAY BE TOP- DRESSED WTH 1" TO 3' ROCK. (STANDARD SPECIFICATIONS). 2. THE ROCK PAD SHALL BE AT LEAST 12. INCHES THICK AND 100 FEET LONG. WIDTH SHALL BE THE FULL WIDTH OF THE VEHICLE INGRESS AND EGRESS AREA. SMALLER PADS MAY BE APPROVED FOR SINGLE- FAMILY RESIDENTIAL AND SMALL COMMERCIAL SITES. 3. ADDITIONAL ROCK SHALL BE ADDED PERIODICALLY TO MAINTAIN PROPER FUNCTION OF THE PAD. 4. IF THE PAD DOBS 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 ON AN AREA COVERED WITH CRUSHED ROCK AND WASH WATER SHALL DRAIN TO A SEDIMENT RETENTION FACILITY OR THROUGH SILT FENCE. GENERAL EROSION CONTROL NOTES: 1. CONTRACTOR 'TO FOLLOW EROSION CONTROL PRACTICES OUTLINED IN THE STORMWATER DRAINAGE MANUAL FOR CITY OF YELM AND THE DRAINAGE DESIGN AND EROSION CONTROL MANUAL THURSTON COUNTY, WASHINGTON. IF A CONFLICT EXISTS BETWEEN THE MANUALS, THE MOST STRINGENT SHALL PREVAIL 2. EROSION CONTROL MEASURES ARE NOT LIMITED TO THE ITEMS ON THESE PLANS. THE CONTRACTOR IS RESPONSIBLE KOR THE INSTALLATION AND MAINTENANCE OF ALL EROSION CONTROL MEASURES. NO SILTATION OF EXISTING OR PROPOSED DRAINAGE FACILITIES SHALL BE ALLOWED. CARE SHALL BE TAKEN TO PREVENT MIGRATION TO SILTS TO OIFF -SITE PROPERTIES 3. EROSION CONTROL MEASURES SHALL BE IN PLACE PRIOR TO THE BEGINNING OF CONSTRUCTION. THE PROJECT ENGINEER AND THE RENEWING AGENCY SHALL INSPECT AND APPROVE THE INSTALLATION OF EROSION CONTROL MEASURES PRIOR TO BEGINNING CONSTRUCTION. A. INSTALL INLET SEDIMENTATION AS SPECIFIED AT ALL CATCH BASIN LOCATIONS IMMEDIATELY UPON ARRIVAL AT PROJECT /CONSTRUCTION SITE. B. STABILIZED CONSTRUCTION ENTRANCE CONFORM TO DETAIL BMP C105/EC -02 STABILIZED ENTRANCE. STABILIZED CONSTRUCTION ENTRANCE TO BE INSTALLED AT ALL INGRESS/EGRESS POINTS TO CONSTRUCTION SITE. 4. ALL EROSION /SEDIMENTATION CONTROL FACILITIES SHALL BE MAINTAINED IN A SATISFACTORY CONDITION UNTIL THE POTENTIAL, FOR EROSION ASSOCIATED WITH THE CLEARING OPERATIONS IS STABILIZED. THE CONTRACTOR IS RESPONSIBLE POR IMPLEMENTATION, MAINTENANCE, REPLACEMENT, AND ADDITIONS TO THE SYSTEM AS REQUIRED BY THE OWNER, THE ENGINEER, OR THE CITY OF YELM. 5. CONTRACTOR TO FOLLOW WASTE DISPOSAL GUIDELINES AS OUTLINED IN THE STORMWATER DRAINAGE MANUAL FOR CITY OF YELM. 6. THE CONTRACTOR SHALL MAKE A DAILY SURVEILLANCE OF ALL EROSION CONTROL MEASURES AND MAKE ANY NECESSARY REPAIRS OR ADDITIONS TO THE EROSION CONTROL MEASURES AS REQUIRED. THE CONTRACTOR SHALL PROVIDE ADDITIONAL EROSION CONTROL MEASURES AS DETERMINED NECESSARY BY THE INSPECTOR AND /OR PROJECT ENGINEER. FAILURE TO COMPLY WITH ALL LOCAL AND STATE EROSION CONTROL REQUIREMENTS MAY RESULT IN CIVIL PENALTIES BEING LEWED AGAINST THE CONTRACTOR, 7. DURING THE WET SEASON (OCTOBER 1 THROUGH APRIL 30 INCLUSIVE), ALL DISTURBED SOILS SHALL BE STABILIZED "%IN 48 HOURS AFTER STOP OF WORK. EROSION CONTROL MEASURES SHALL INCLUDE, BUT ARE NOT LIMITED Tp, COVERING THE AFFECTED AREA INCLUDING SPOIL PILES WITH PLASTIC SHEETING, STRAW MATTING, JUTE MATTING, STRAW MULCH, OR WOOD CHIPS, SEEDING OF THE DISTURBED AREAS SHALL TAKE PLACE AS WEATHER PERMITS. B. THE CITY OF YELM AND THE ENGINEER WILL OBSERVE THE SITE ON A REGULAR BASIS. ADDITIONAL MEASURES MAY BE REQUIRED TO CORRECT/PREVENT EROSION /SILTATION PROBLEMS. 9. CLEARING AND GRADING LIMITS SHALL BE STAKED IN THE FIELD BEFORE EXCAVATION. 10. ALL STORM DRAINAGE INLETS RECEIVING RUNOFF FROM THE PROJECT DURING CONSTRUCTION SHALL BE PROTECTED SO THAT SEDIMENT -LADEN WATER WILL BE FILTERED BEFORE ENTERING THE CONVEYANCE SYSTEM. 11. ALL OFF -SITE CATCH BASINS IMMEDIATELY ADJACENT TO THE PROPOSED SITE SHALL BE PROTECTED FROM SILTATION. 12. THE CONSTRUCTION OF TRENCHES (E.G., PIPES, UNDERGROUND UTILITY LINES AND STRUCTURES) SHALL BE SUBJECT TO THE FOLLOWING CRITERIA AND NOTES ON THE PLANS OR SPECIFICATIONS SHALL REQUIRE THAT A. NO MCXRE THAN 500 FEET OF TRENCH ON A DOWNSLOPE OF MORE THAN FIVE PERCENT SHALL BE OPENED AT ONE TIME. B. EXCAVATED MATERIAL SHALL BE PLACED ON THE UPHILL SIDE OF TRENCHES. 13. TRENCH DEWATE7RING DEVICES SHALL BE DISCHARGED IN A MANNER THAT WILL NOT ADVERSELY AFFECT STREAMS, DRAINAGE SYSTEMS, OR OFF -SITE PROPERTIES. 14. TRACKING OF SOIL, MUD, OR DEBRIS OFF -SITE WILL NOT BE ALLOWED. IF SOIL MUD, OR DEBRIS IS TRACKED ONTO A PUBLIC ROADWAY, THEN IT SHALL BE REMOVED BY THE END OF THAT WORKING DAY. TO PREVENT THE TRACKING OF SOIL, MUD, OR DEBRIS ONTO PUBLIC ROADWAYS, SWEEPING OR WASHING OF THE VEHICLE'S TIRES MAY BE REQUIRED PRIOR TO ENTERING A PUBLIC ROADWAY. 15. ALL DISTURBED AREAS TO BE HYDROSEEDED WTH EROSION CONTROL SEED MIX. INCLUDING BUT NOT LIMITED TO ROADWAY EMBANKMENTS, SHOULDERS, UTILITY EASEMENTS, STAGING AREAS, CONSTRUCTED WETLANDS AND CUT/FILL SLOPES, 16. ALL SEEDED OR SODDED AREAS SHALL BE CHECKED REGULARLY TO ENSURE VEGETATIVE COVERAGE IS COMPLETE. AREAS SHALL IRE REPAIRED, RESEEDED, AND FERTILIZED AS REQUIRED. 17. TO MAINTAIN FUNCTION, FILTERS SHALL BE REMOVED AND CLEANED OR REPLACED AFTER EACH STORM EVENT. CONTACT THE JURISDICTION TO DETERMINE ITS ACCEPTANCE OF SPECIFIC FILTER PRODUCTS, PRIOR TO INSTALLATION. 18. NO MATERIAL SHALL BE STOCKPILED ON PAVEMENT WITHOUT AUTHORIZATION FROM THE PROJECT ENGINEER OR OWNERS REPRESENTATIVE WHICH WILL BE CONDITIONAL ON IMPLEMENTATION OF A PROCEDURE TO PREVENT SEDIMENT TRAN`SpORT, 19. ALL TEMPORARY EROSION CONTROL MEASURES SHALL BE REMOVED WITHIN 30 DAYS AFTER FINAL SITE STABILIZATION HAS BEEN ACHIEVED OR AFTER THE MEASURES ARE NO LONGER NEEDED. SEDIMENT COLLECTED IN TRAPS, PONDS, OR SILT FENCE SHALL BE REMOVED AND DISPOSED IN AN APPROVED MANNER OR STABILIZED ON SITE. DISTURBED SOIL AREAS RESULTING FROM SEDIMENT REMOVAL SHALL BE PERMANENTLY STABILIZED WITHIN SEVEN (7) DAY$, I I GRATE FRAME -'4 OVERFLOW BYPASS • `, � SEDIMENT AND DEBRIS •� FILTERED WATER CROSS SECTION NOT TO SCALE VIEW NOT TO SCALE ov 01 I STORM DRAIN INLET PROTECTION W/ CB FILTERS JOINTS IN FILTER FABRIC SHALL BE SPLICED AT POSTS. USE STAPLES, WIRE RINGS OR EQUIVALENT TO ATTACH FABRIC TO POSTS FILTER FABRIC MATERIAL, 60" WADE ROLLS, USE STAPLES OR WIRE RINGS TO ATTACH FABRIC TO WIRE 2 "x2 "04 Go WIRE FABRIC OR EQUIVALENT, IF I STANDARD STRENGTH FABRIC USED I-- I dI pF I t II II � o IF u BURY BOTTOM OF FILTER MATERIAL IN 4 "X4' MIN TRENCH 6' -0' MAX POST SPACING MAY BE INCREASED TO 8' IF 'MRE BACKING IS USED 4 "x4" MIN TRENCH, PROVIDE 314' TO 1 -1 /2" WASHED ROCK OR NATIVE BACKFILL 2 "X2" WOOD POSTS, STEEL FENCE POSTS, OR EQUIVALENT DATE SILT FENCE D21 E 02 -05 -20/3 BY: DATE: Director of Public Works APPROVAL EXPIRES: rl m J ge l' Is M 81 `�g8° 00 °c Upm 105 I 8Iffl O�'� 0 '= °0l<3 °Y E !1 -_� x oo m BS O WN D �N 0 W W zz 0 Wz_ 0 W Q x ZW 0 3°n0 z aryo Q i a m � ' fW 0 wa LL K F Nw ` V ; N 3 N 3m3 c Z w�3 0U-) >°3, U0 � o a of N _J O 5 � Q S N J ge l' Is M 81 `�g8° 00 °c Upm 105 I 8Iffl O�'� 0 '= °0l<3 °Y E !1 -_� x oo m BS O WN D �N Al2 -282 - /46 -0263 i C -201 W W W Q O °oa z < : wa o w ; O c 0U-) ZN < Z of O _J O J Q �} ZLJ ma Soo 0 F N N m Z 00 on 1 oa �z a NU WQ rk'x2 Al2 -282 - /46 -0263 i C -201 SEC 24, TOWNSHIP 17 N, RANGE 1 E, W.M. LEGEND O LO Er 3i LL J Z W Q CROSSWALK CONCRETE/SIDEWALK ASPHALT PAVING L, SO i` L rA �l1 ( }} U' N: 594794.49 E: 1112950.80 i i N: 594734.56P E: 1113023.70 10 SCALE IN FEET 20 LOCATE LINE AT (800) 424 -5555 A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATION. 02 -05 -2013 APPROVED FOR CONSTRUCTION DATE' Director of Public Works W UW Z� j J CID J UO � N m U IW in I m z O Q 2 2 Qm a�° � m w Om3 =LLa D a w mryN vii m3 w�3 >`m°3 oa a a N O N rI g 1s , Jai.9 o N 18142-1 11K M �8° o ° of 110X Al2 -282 - ,y46 -0263 C -300 Z Q W J CL n I 0 0a � 0 -i [if s rt ZO zo c� Z N jr v J ZD r Z ma 04 O O F = rx� O N Q U O 2 K m Al2 -282 - ,y46 -0263 C -300 SEC 24, TOWNSHIP 17 N, RANGE 1 E, W.M. 1 I (illl Ii I 11 Ii fI II I I ff +I , ffII r li ;L,I Ii "' II =*I II eq I , LEGEND � - -- - - EXISTING MAJOR CONTOUR I o - - - - -- EXISTING MINOR CONTOUR NO - XX x; - - - - - - GRADE BREAK W� T " �- XX SLOPE LABEL -- - `- __._--__bT .__.. , --_- FG .._34 8 TC TOP OF CURB -- - - - 348 - _ - - - - - '" _ -- - _-- J - - . 549 - ---- --- CE- T-O. E COL � L SCALE IN FEET I j Q oaw __349. J 1 ti o UT .J Z Z A Oa M >m3 UO V 1 I (illl Ii I 11 Ii fI II I I ff +I , ffII r li ;L,I Ii "' II =*I II eq I , LEGEND � - -- - - EXISTING MAJOR CONTOUR I o - - - - -- EXISTING MINOR CONTOUR NO PROPOSED MAJOR CONTOUR XX x; - - - - - - GRADE BREAK W� SPOT ELEVATION XX SLOPE LABEL _ _7 -- -- ---- i FG FINISHED GRADE TC TOP OF CURB dN°u 1 0 70 20 J N °Ma f SCALE IN FEET I j Q oaw I \ J m N Vl o UT Nm3 Z Z 0 w 3 Oa M >m3 UO U od in Of j o I � U 0 3 SOS syR N 0 s e a y i Z p; Z Q o e v I' 3 11 � l J/ c j! ,jl ✓ I l)6// � Z r / S70NAL E� N O Z J Q ro o $ 02-05-2013 p I 0 U BEGIN 1 v i 349.67 349.91 6 L FG 1 BEGIN I I I I I 7iy FG FG 349.32 a o ''�lJ /.� �.'� 6' THICKEN EDGE SIDEW LK v f } I 350.07 350 46 f ° , 1 I 350.48 F h \350 4'/ F ' ° 350.57 350.49 F \\i V v > 1 tp ° IFG 350.96 iC ( 350.98 TC 350.47 F 350 97 TC' e p p TC 1350.99 TC ( \��) 349.90 350.2 .1350.5 I �av 351.67 349.6 a I FG FG = EG ' FG °a 3497 oo - 's-- ------ - .349.48 5_____ ___ - 351.0 a' ° - ',� ooeoo°oo o ° D o - Jo o FG o , FG ° 5 -55 .'.'_SS - -- SS -_ _- _5-___ _`�5 °_ �_S�____-S5 __ <_g ___ -0 5` -'_ SS e ° a o e ".� / FG „ -7P3� - 50.57 F -8.0 j . o� e I � 3 17% `,\ `` °o °a -8.0 i / / / / 35010 F o 16 ° 350.01. i� 349.89 350.1 i ,i / -�/ ! 1... - -/ r� FG, i!350.FG i', 351.54 / F/ - j E6 U, J 35028r 350281x P I. 349.69 ° � p � FG ` z FG ll @ LLB FINISHED FLOOR ELEV= 351.02 j e o x349.8 - t J, D I �" j l a FG � - a e n 350.E 350.3 I I 35102 / r TC FG 1 END I I/ Lf 1f l 350.00 i�� p $50.5 FG X - ' .� # `,'ir L I L , 350.14 0 149.0 a :.__ _ _.'�o ®I __. .. --- -. �j___�... FG 4 ° FG o o° J I f 1 35D.EG° ° a. _ "o e'- _' o 350.EG e ° - I ° e e FG G 350J9 _ _ __ . -. �- °e 350.5. ° p ° .__. ° - - °e .. e ° 350G 2 349- " - tt t ' . 1 END a. v TEE �lr o V a L I r r rI 2 BEGIN - -- Z348.6 EG � I I T - G f v' S 407'1919 W 25000 -._. _ •.. � J r i y SOLBERG STREET SE ° 1 p CALL BEFORE YOU DIG THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING THE UNDERGROUND LOCATE LINE AT (800) 424 -5555 A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATION. G DATUM: DRAINAGE NOTE: CONNECT NEW FOOTING AND ROOF DRAINS TO EXISTING SYSTEM. _o DRAINAGE KEY NOTES: Lo 1Q INSTALL EXTRUDED CURB PER DETAIL ON SHEET C -401. Uj P] INSTALL CEMENT CONCRETE BARRIER CURB PER CITY OF YELM STANDARD DRAWING NO 4-13 ON SHEET C -401. LlJ Z LL DRAINAGE SUMMARY: TOTAL AREA: 37,500 SQUARE FEET (0.861 ACRES) EXISTING CONDITIONS: EX. BUILDING: 2,587 SF (0.059 ACRES) EX. PAVEMENT: 21,224 SF (0.487 ACRES) EX. CONCRETE SIDEWALKS' 867 SF (0020 ACRES) TOTAL EX. IMPERVIOUS: 24,678 SF (0.567 ACRES) TOTAL EX. PERVIOUS: 12,822 SF (0.294 ACRES) DEVELOPED CONDITIONS: EX. BUILDING: 2,587 SF (0.059 ACRES) BUILDING ADDITION: 762 SF (0.017 ACRES) DEMO'D LANDSCAPE / NEW IMPERVIOUS: 1,271 SF (0.029 ACRES) EX. PAVEMENT TO REMAIN: 19,187 SF (0.440 ACRES) CONCRETE SIDEWALKS: 867 SF (0.020 ACRES) TOTAL DEV. IMPERVIOUS: 24,674 SF (0.566 ACRES) EX. LANDSCAPE TO BE REPLACED: 498 SF (0.011 ACRES) DEMOB IMPERVIOUS / NEW LANDSCAPE: 1,275 SF (0.029 ACRES) EX. LANDSCAPE TO REMAIN: 11,053 SF (0.254 ACRES) TOTAL DEV. PERVOUS: 12,826 SF (0.294 ACRES) ADDITIONAL DETENTION AND WATER QUALITY IS NOT REQUIRED. THE PROPOSED IMPROVEMENTS DECREASE THE AMOUNT OF IMPERVIOUS SURFACING BY 4 SQUARE FEET, HENCE ADDITIONAL DETENTION IS NOT REQUIRED. THE AMOUNT OF POLLUTION GENERATING IMPERVIOUS SURFACING HAS BEEN DECREASE BY 766 SQUARE FEET, HENCE ADDITIONAL WATER QUALITY IS NOT REQUIRED. WASHINGTON STATE PLANE COORDINATES, SOUTH ZONE, NAD 1983/91, BASED ON TIES TO THURSTON COUNTY CONTROL MONUMENTS TAR1837 AND TARi362 VRTICAL NAVD 1988 BASED ON TIES TO THURSTON COUNTY CONTROL PUNTS TAIl AND TARP2. TBM PK NAIL SET V NORTHERLY OF STRIPE END IN SOUTHWEST END OF PARKING LOT. M2C PONT / 101, ELEVATION 349.22 >I m LEGEND - - - - -Y,-7 - -- - - EXISTING MAJOR CONTOUR -- - -kb - - - - -- EXISTING MINOR CONTOUR NO PROPOSED MAJOR CONTOUR XX PROPOSED MINOR CONTOUR - - - - - - GRADE BREAK W� SPOT ELEVATION XX SLOPE LABEL EG EXISTING GRADE FG FINISHED GRADE TC TOP OF CURB DRAINAGE NOTE: CONNECT NEW FOOTING AND ROOF DRAINS TO EXISTING SYSTEM. _o DRAINAGE KEY NOTES: Lo 1Q INSTALL EXTRUDED CURB PER DETAIL ON SHEET C -401. Uj P] INSTALL CEMENT CONCRETE BARRIER CURB PER CITY OF YELM STANDARD DRAWING NO 4-13 ON SHEET C -401. LlJ Z LL DRAINAGE SUMMARY: TOTAL AREA: 37,500 SQUARE FEET (0.861 ACRES) EXISTING CONDITIONS: EX. BUILDING: 2,587 SF (0.059 ACRES) EX. PAVEMENT: 21,224 SF (0.487 ACRES) EX. CONCRETE SIDEWALKS' 867 SF (0020 ACRES) TOTAL EX. IMPERVIOUS: 24,678 SF (0.567 ACRES) TOTAL EX. PERVIOUS: 12,822 SF (0.294 ACRES) DEVELOPED CONDITIONS: EX. BUILDING: 2,587 SF (0.059 ACRES) BUILDING ADDITION: 762 SF (0.017 ACRES) DEMO'D LANDSCAPE / NEW IMPERVIOUS: 1,271 SF (0.029 ACRES) EX. PAVEMENT TO REMAIN: 19,187 SF (0.440 ACRES) CONCRETE SIDEWALKS: 867 SF (0.020 ACRES) TOTAL DEV. IMPERVIOUS: 24,674 SF (0.566 ACRES) EX. LANDSCAPE TO BE REPLACED: 498 SF (0.011 ACRES) DEMOB IMPERVIOUS / NEW LANDSCAPE: 1,275 SF (0.029 ACRES) EX. LANDSCAPE TO REMAIN: 11,053 SF (0.254 ACRES) TOTAL DEV. PERVOUS: 12,826 SF (0.294 ACRES) ADDITIONAL DETENTION AND WATER QUALITY IS NOT REQUIRED. THE PROPOSED IMPROVEMENTS DECREASE THE AMOUNT OF IMPERVIOUS SURFACING BY 4 SQUARE FEET, HENCE ADDITIONAL DETENTION IS NOT REQUIRED. THE AMOUNT OF POLLUTION GENERATING IMPERVIOUS SURFACING HAS BEEN DECREASE BY 766 SQUARE FEET, HENCE ADDITIONAL WATER QUALITY IS NOT REQUIRED. WASHINGTON STATE PLANE COORDINATES, SOUTH ZONE, NAD 1983/91, BASED ON TIES TO THURSTON COUNTY CONTROL MONUMENTS TAR1837 AND TARi362 VRTICAL NAVD 1988 BASED ON TIES TO THURSTON COUNTY CONTROL PUNTS TAIl AND TARP2. TBM PK NAIL SET V NORTHERLY OF STRIPE END IN SOUTHWEST END OF PARKING LOT. M2C PONT / 101, ELEVATION 349.22 >I m r] g 1s$ 111-62 J g €� e < ° at I y Aso e o g ° 44ss yyy 9 a 80 t O u, G �N m z a W� z UW < o Z w U_ 3'v 0 dN°u 1 0 70 20 J N °Ma w SCALE IN FEET I j Q oaw I \ J m N Vl o UT Nm3 Z Z 0 w 3 Oa M >m3 UO U od in Of a o � � U 0 3 SOS syR N 0 s r] g 1s$ 111-62 J g €� e < ° at I y Aso e o g ° 44ss yyy 9 7 m� 80 t O oo wN G �N 7 ZQ J 0 70 20 W w SCALE IN FEET I j Q O o W Z ; Oa M a - Of oeOwa CIS` � ZO 0 3 SOS syR e a y i Z p; Z Q 9 D z y F �` qE x3668 EO Z Fx,, ct Brea Gti i in } d � Z N S70NAL E� N O Z a Q ro o $ 02-05-2013 p I 0 U (9 APPROVED FOR CONSTRUCTION A72 -282 - #46 -0263 By DATE: Director of Public Works APPROVAL IG-- C -400 GI EXPIRES: ay e TRAFFC BLUE STRIPING AT 2'0' O.C. (TYP.) 4" TRAFFIC WHITE J STRIPING (TYP.) ACCESSIBLE PARKING STRIPING (PAINT) NTS 2' 2' 3" COMMERCIAL `8" BALLAST ASPHALT PAVING SECTION NTS 6" PORTLAND CEMENT - CONCRETE (4,000 PSI) T-8" BALLAST CONCRETE PAVING SECTION NTS 2" CSTC 4" PORTLAND CEMENT CONCRETE L 4 (3,000 PSI) a l ��Jll1= 111= —ll_I —I I —I � I —I 1 =1 V I I I =1I1= 8" BALLAST OR A WELL GRADED PIT J RUN MATERIAL MAY BE SUBSTITUTED. SUBSTITUTION APPROVAL SHALL BE ONLY APPROVED BY THE OWNER OR OWNER'S ONSITE REPRESENTATIVE. AT GRADE SIDEWALK SECTION (CONCRETE) NTS CALL BEFORE YOU DIG THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING THE UNDERGROUND .LOCATE LINE AT (800) 424 -5555 A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATION. #3 BAR 2' 2" R.- 3" (TYP.) 2 '31/4' #3 BAR 2" 2' R.- z 3" (TYP.) 2 "31/4" WHITE TRAFFIC WHITE ITRIPING (TYP.) SEE SHEET HC.01 FOR STRIPING DIMENSIONS ACCESSIBLE PARKING SYMBOL LOCATE AT EDGE OF PARKING SPACE NOTES: 90' STRIPING DETAIL 1. SEE SITE PLAN FOR COMPLETE LAYOUT. 2. THESE DETAILS ARE FOR REFERENCE AND DIMENSION CONTfTOL ONLY. 3. ALL DIMENSIONS ARE TO CENTER OF STRIPE UNLESS OTHERWISE INDICATED. STRIPING AND SYMBOL (PAINT) NTS SEC 24, TOWNSHIP 17 N, RANGE 1 E, W.M. WSDOT CONCRETE EXTRUDED CURB DETAIL NTS 12" 12' - - -- 1/2" CUR. a 2' - 6" MIN. Vi 1/2' CLR. 1' - 11" 2'- 6'MIN. 1 5' -0 "MAX. N Z6" PRECAST CONCRETE DUAL FACED SLOPED MOUNTABLE CURB NTS 2" R. 15' 5' EXPANSION JOINT SCORE MARK. r*,NTER STRIP �` x CURB P`N- SIDEWALK FL TIP 5' MIN IN _27 R =I/2" TYPl y e MIN. NOTES: 1. EXPANSION JOINT MATERIAL TO BE 3/8" THICK PREMOLDEU JOINT I LIFER FULL THICKNESS OF GONGRETE. 2 FORM AND SUBCRADE INSPECTION CLOUDED BEFORE. POURING CONCRETE, 1 SCORE MARKS SHALL BE t1 /3" WIDE BY t1 /4 DEEP, FOR SIDEWALKS OVER 8' IN WDTH, A LONGITUDINAL SCORE MARK SHALL BE MADE ALONC CENTER OF WALK 4 EXPANSION JOINTS SHALL BE INSTALLED IN CURB AND GUTTER AND IN SIDEWALK AT PC AND PT AT ALL CURB RETURNS EXPANSION JOINTS SHALL BE PLACED IN SIDEWAU< AT SAME LOCATIONS AS THOSE IN CURB AND GUTTER WHEN SIDEWALK IS ADJACENT TO CURB AND GUTTER UNLESS QTHERWSE DIRECTED BY ENGINEER. NOTE: 1. REFER TO WSDOT STD PLAN F- 10.64 -02 FOR ADDITIONAL INFORMATION • EDGE AROUND EACH PANEL BROOM FINISH EXPANSION J�T � CEMENT CONCRETE SIDEWALK PUBLIC WORKS DIRECTOR DES. OWN. S C S -C DWG. N0. DAT 4 -11 K77--j DATE S -c t0 /3f9A NOTES: DWG . NO. 4-13 1- RAMP TEXTURING IS TO BE DONE WITH AN EXPADDLD DES. -- METAL GRATE PLACED AND RE -MOVED FROM WET CON. I S C TO LEAVE A DIAMOND PATTERN, THE LONG AXI5 OF CITY OF YELM THE DIAMOND PATTERN ~HALL BE PERPENDICULAR DEPT OF PUPiLIC WORKS TO THE CURB GROOVES: SHALL BE 118' DEEP AND - WIDE TYPICAL 2 CURB ROMP6 SHALL BE POURED AS A SEPARATE CURB z UNIT FROM THE SIDEWALK AND FROM THE CURB CURB RAMPS L EXPANSION JOINT MATERIAL GUTTER, ISOLATED NFI ON ALL SIDES EXCEPT AT END OF RAMP NEXT TO PT _ ROADWAY APPROVED DWG. Na. 3 INLETS SHALL BE LOCATED GO THAT RUNOFF DOES WZ NOT FLOW FAST THE CURB RAMP NO INLETS ARE n PUBLIC wowR DIRECTOR DATE 4 -1 2 TO BE SET SO THAT PEDESTRIANS WALK OVER OR — LIES. DWN. C D. DATE AROUND THEM. JEG S -0 S -X S-c 101394 I T /2•,R a P� 4 o I 'A �o e Imo_ 7 IL2_ - CEMENT CONCRETE 36FRIEJ CURB \� Dpi/ / �.�1fZ..R 4 ''R_' // 1/2 ER IT X :._. -- -- �CPMENT CONCRETE BARRIER CURB AND DU TTEN oCCN.I.C, �p CEMENT CfCNCR ETF R('I LEP -CURB AND GUTTER {,��` NOTES: EXPANSION JO U MATERIAL TO RE 3/8' THICK PREMOLDEO JOINT FILLER FU1L THICKNESS OF CONCRETE. Z. FORM AND SUBGRADE INSPECTION REQUIRED BEFORE POURING CONCRETE. 3 EXPANSION JOINTS TO BE PLACED ON 15 CENTERS. CEMENT CONCRETE CUHHS APPROVED DWG . NO. 4-13 VBIIC WORKS DIRECTOR DATE DES. -- 0 CIJ. I S C 3/75/94 02 -05 -2013 APPROVED FOR CONSTRUCTION BY: DATE: Director of Public Works APPROVAL EXPIRES'. QI0 C J e E °3;3aPQ s N B s €g N ISM :a eg>i8$ p � a� 0 s G o��$� p° N m Q N In J�� oIn (n 0 BID J_ m z O Q ED ED J WZ W UN Z W U 3rn2 p w allo Q w 1 N J ?�3 a J to w S z Z CI F tiw / \ \\ m N O D N V 3T3 2 03 'M3 U0 U o a N Z W > a a ° U3 of of 3 u �0 L L 5 C J e E °3;3aPQ s N B s €g N ISM :a eg>i8$ p � a� 0 s G o��$� p° N m Q N In J�� oIn Al2 -282 - /46 -0263 C -401 (n J_ W Q °� J n- W a p w s O Q a Z 0 ; O : V, < Z > a 5 U3 / �0 L L a ma r� O F n CV Z � cc OU j(n w� Al2 -282 - /46 -0263 C -401 SEC 24, TOWNSHIP 17 N, RANGE 1 E, W.M. ° s48 348___ _. _ ___ -.. w[ _ _ -.._ .- TOE - S ?f lS 1'N ?SGG _ _ .._. .. -. _.- 3.3 - ___ E— _ do . ____ ._. -- �k - __ crr - -- rE — "10 —T ._ r I s _ I r _.- I" - iI I o I,I I f �IbH1 ON � /So ]A�� I II T f ° 5 l I it;1 EXIE: 346.02 ° ° fia p °1 ° ° ° ° o ° 0 o °°�Op ° I'll � S - - - - –_- -- LJ 111 6 3 1 ; L�� ° ;� ��i ✓✓L��' C'' p I' EXISTING I I GREASE ° , � �� I INTERCEPTOR I ✓ � I �f I } 1A �C7 e f FF ELEV= 351.02' IE: 345.27 °° 29 IIT 6' PVC SDR y SANITARY SEWER ®. 2.0% 344.69 . °a ° o s R e 11I C/ p ° I J ' F � DRIVE THRU - - TOE, 1U. -- 4 E �` r! L v u _ ti T� r � 41 SANITARY a .. ' � f SEWER SERVICE LINE y,..... 40'29'!9' w 25QQO VI 1, — s v� v 4 — — -- ? SOLBERG STREET SE CALL BEFORE YOU DIG THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING THE UNDERGROUND LOCATE LINE AT (800) 424 -5555 A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATION. O r U) w Z Lu Q LIJ 3, LEGEND SS . SANITARY SEWER LINE - - -- SS ---- - SS - -- EXISTING SANITARY SEWER LINE KEY NOTES: Q7 REMOVE PUMP PACKAGE FROM EXISTING STEP TANK. EXISTING STEP TANK TO REMAIN. CONTRACTOR TO EXTEND EXISTING PUMP CONTROL CONDUITS /CIRCUITS TO NEW STEP TANK PUMPS. 02 RELOCATE EXISTING PUMP PACKAGE AND INSTALL IN NEW STEP TANK. 3� INSTALL NEW STEP TANK. SEE DETAILS ON SHEET C -501. ® RECONNECT STEP TANK SERVICE LINE. SERVICE VALVE BOX AND APPURTENANCES TO REMAIN. 5� PROTECT EX. SIDE SEWER. IF CONFLICT EXISTS, CONTACT DESIGN TEAM. © PROTECT EX. GREASE INTERCEPTOR AND CONNECTIONS. STEP NOTE: CIVIL CONSTRUCTION DOCUMENTS TO INCLUDE: 30' - ELECTRICAL CONDUIT - CONTROL PANEL -HOSE BIB - GENERATOR SWITCH 0 10 20 SCALE IN FEET 02 -05 -2013 APPROVED FOR CONSTRUCTION BY: DATE. Director of Public Works m UN ZW U / Q W W J z / J J < 7 Z 0 U N mi :a FI a U W D al0 0 m z 0 z x m 302 aN0 ut � m w m 0 m u LLa O y w mN y, 36 N M w�3 >m3 �a 0 w a u N N W _ s Al2 -282 - /46 -0263 C -500 F_ LLJ < a Wa Of o zN Z ` o; o Q a ma 04 0 Z J c OQ N U Al2 -282 - /46 -0263 C -500 ALL STEP TANKS SHALL BE H -20 LOAD RAT60 TANKS. THIS POLICY SHALL TAKE EFFECT ON MAY 31, 2007. 21"'0 MIN.PVC RIS WITH WATER T1.GHT LID 14 GAUGE TONING WIRE TO SS CO— FINISHED GRADE /-WATER TIGHT LID V -2 6" MIN BEDDING NOTES; 1 DELETE. BAFFLE FOR A 3000 GALLON TANK UTILIZED AS A TRIPLEX PUMP VAULT. 2. THE OWNER WILL REVIEW. TOLERANCES IN EXCESS OF DIMENSIONS SHOWN. 3, THE TRIPLEX PUMP VAULT REQUIRES TWO VAULTS AND TWO COMPLETE RISERS. ONE VAULT CONTAINS FLOATS AND ONE PUMP. THE SECOND VAULT CONTAINS TWO PUMPS. 4, 4500 GALLON TANKS OR LARGER SHALL HAVE THREE RISERS AND LIOS. I I I I I J { ORFICE I I ` -w-0 ( f I IFLE 1TE 1) I —PUMP VAULT RISER I 14 GAUGE TONING i�WIRE TO SERVICE BOX I "`:2- 2 PART USE ORCNO TANK. TO RISER ADAPTER FOR CONCRETE TANKS PUMP ASSEMBLY, . SEE DWG. NO. 7 -9 ON ALL TANKS LARGER THAN 1500 GALLONS THE LENGTH OF THE DOWN TURNED INLET PIPE WILL BE DETERMINED BY THE YELM SEWER DEPT, 1500, 3000, 4500 GALLON STEP TANK /PUMP TANK APPROVED ^X] QWO. NO. miai Ir wnovt n,�na r, erg I JY JEG TP l 4/2007 CALL BEFORE YOU DIG THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING THE UNDERGROUND LOCATE LINE AT (800) 424 -5555 A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATION. FINISHED GRADE 30 "0 RISER- ALARM HIGH LEVEL LAC ON /OFF (4,5" DRAWDOWN ON TO OFF)-- 6" LEAD ON /OFF - 5° (4.5° ORAWDOWN C)N TO OFF) LOW LEVEL ALARM 6" REDUNDANT OFF 25" 6" MIN. BEDDING SEC 24, TOWNSHIP 17 N, RANGE 1 E, W.M. 000 CITY OF YELM DEPT. OF PUBLIC WORKS FLOAT SETTING VAULT DIMENSIONS FOR A DUPLEX PUMP VAULT APPROVED DWG. NO- - PUBLIC WORKS DIRECTOR DATE 7 -14 DES, WN. K0. DATE JY JEC TP 4/2007 3000 GALLON STEP /PUMP TANK (TYPICAL) STANDARD CITY OF YELM TWO COMPARTMENT STEP TANK RIM = 349.50 CONTRACTOR TO VERIFY N111i FINAL GRADING 24" RISER 4" PVC 0 2.05 MIN Tn 18° BELOW LIQUID LEVE IE= 344.69 30" RISER 2,196 GALLONS EMERGENCY STORAGE _ _WORKING VOLUME 179 GALLONS 4,107 GALLONS DETENTION STORAGE �3 1/2" TAPER 151- N ON OFF NATIVE OR SELECT 1500 GAL 1 3000 GAL 4500 GAL. I 2 GD" 72" 72 2 43" 5' 55" 2 !D-3 SO" 62" 62" V -1 404 GAL 600 GAL AND TRIPLEX V -2 1100 GAL 2400 GAL a m iow NOTES; 1 DELETE. BAFFLE FOR A 3000 GALLON TANK UTILIZED AS A TRIPLEX PUMP VAULT. 2. THE OWNER WILL REVIEW. TOLERANCES IN EXCESS OF DIMENSIONS SHOWN. 3, THE TRIPLEX PUMP VAULT REQUIRES TWO VAULTS AND TWO COMPLETE RISERS. ONE VAULT CONTAINS FLOATS AND ONE PUMP. THE SECOND VAULT CONTAINS TWO PUMPS. 4, 4500 GALLON TANKS OR LARGER SHALL HAVE THREE RISERS AND LIOS. I I I I I J { ORFICE I I ` -w-0 ( f I IFLE 1TE 1) I —PUMP VAULT RISER I 14 GAUGE TONING i�WIRE TO SERVICE BOX I "`:2- 2 PART USE ORCNO TANK. TO RISER ADAPTER FOR CONCRETE TANKS PUMP ASSEMBLY, . SEE DWG. NO. 7 -9 ON ALL TANKS LARGER THAN 1500 GALLONS THE LENGTH OF THE DOWN TURNED INLET PIPE WILL BE DETERMINED BY THE YELM SEWER DEPT, 1500, 3000, 4500 GALLON STEP TANK /PUMP TANK APPROVED ^X] QWO. NO. miai Ir wnovt n,�na r, erg I JY JEG TP l 4/2007 CALL BEFORE YOU DIG THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING THE UNDERGROUND LOCATE LINE AT (800) 424 -5555 A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATION. FINISHED GRADE 30 "0 RISER- ALARM HIGH LEVEL LAC ON /OFF (4,5" DRAWDOWN ON TO OFF)-- 6" LEAD ON /OFF - 5° (4.5° ORAWDOWN C)N TO OFF) LOW LEVEL ALARM 6" REDUNDANT OFF 25" 6" MIN. BEDDING SEC 24, TOWNSHIP 17 N, RANGE 1 E, W.M. 000 CITY OF YELM DEPT. OF PUBLIC WORKS FLOAT SETTING VAULT DIMENSIONS FOR A DUPLEX PUMP VAULT APPROVED DWG. NO- - PUBLIC WORKS DIRECTOR DATE 7 -14 DES, WN. K0. DATE JY JEC TP 4/2007 3000 GALLON STEP /PUMP TANK (TYPICAL) STANDARD CITY OF YELM TWO COMPARTMENT STEP TANK RIM = 349.50 CONTRACTOR TO VERIFY N111i FINAL GRADING 24" RISER 4" PVC 0 2.05 MIN Tn 18° BELOW LIQUID LEVE IE= 344.69 30" RISER 2,196 GALLONS EMERGENCY STORAGE _ _WORKING VOLUME 179 GALLONS 4,107 GALLONS DETENTION STORAGE �3 1/2" TAPER 151- N ON OFF NATIVE OR SELECT -n— 8ACKFILL AS 9I N m DIRECTED BY • +�+ . "" J . r,_7dr' ;\,:" ENGINEER. :. I >',.; i PUMP VAULT INSTALLATIONS. RISER AND LID SHALL 3 MIN. ON ALL DUPLEX AND TRIPLEX � � Z Q i a a m iow i {:, W z In 0 BEDDING MATERIAL FOR 16 C_\1I RIGID PIPE SHALL BE SAND OT INSTALL TANKS AS PER DETAIL OR MANUFACTURER'S RECOMMENDATION. N 3m3 WHICHEVER IS MORE STRINGENT, o3 0 CITY OF YELM U U DEPT. OF PUBLIC WORKS u, (n CONCRETE TANK w BEDDING Q APPROVED DWG. NO. w z u u XI pZ ry N Co N WORKS PUBLIC ORKS DIRECTOR DATE DES. OWN. K ATE JY JEG TP 4/2007 SEE CITY OF YELM STANDARD DETAIL 7 -19 FOR RISER AND H -20 RIY LOAD BEARING MANHOLE RING AND TO COVER. TYP OF ALL RISERS GR LOCATED IN HARD SURFACES. SEE CITY OF YELM STANDARD DETAIL 7 -9 FOR DUPLEX PUMPING SYSTEM REQUIREMENTS. SEE STANDARD DETAIL 7 -14 FOR FLOAT SETTINGS SEE CITY OF YELM STANDARD DETAILS AND TANK MANUFACTURE SPECIFICATIONS FOR INSTALLATION OF BIOTUBE AND PUMP SYSTEM. STEP TANK VOLUMES PUMP OFF LEVEL- 0" TO 50" VOLUME: 1786 GALLONS WORKING VOLUME - 50" TO 55" 179 GALLONS EMERGENCY VOLUME - 55" TO 84" 1036 GALLONS TOTAL PUMP TANK VOLUME: 3000 GALLONS NOTE: ALL FLOAT ELEVATIONS PROVIDED BY CITY OF YELM MFAGT -Y,G, W -27V-YELM 2,IS6 ,tea °z 17 f) ` SErrlt40 AMLES 1--55* 2— +10° 3 °+401 14 +4a° I� v I i._ I 0„ B+Ic NINE lM iIFAGT Y,4W ZN Y" FIBERGLASS LID WITH STAINLESS STEEL BOLTS AND NEOPRENE GASKET 5' MIN (TYP,) 1 "t1/4" ALL LIDS 2' MIN FlNI�SH`GRAD_ -�. 7YP. SLOPE 70 NATIVE GRACE (TYp.) I�AUGE COPPER OE TONING WIRE, 2' -0" ORENCO SYSTEMS, TAIL INTO RISER INC., OR EQUAL _ORENCO TANK TO RISER' ADAPTOR (FOR USE WITH NON- TRAFFIC BEARING TANKS) NOTE: 9I N m I RISER AND LID' SHALL BE 30" ON ALL SIMPLEX PUMP VAULT INSTALLATIONS. RISER AND LID SHALL BE 30" ON ALL DUPLEX AND TRIPLEX PUMP VAULT INSTALLATIONS, 3000 &,lL. a to pLCX ; �d 1Mt'IMY Drown or CC I AWwW by »w Rte: 1 �°�``slz3ro7 ool�air.�e,�e CITY OF YELM DEPT, OF PUBLIC WORKS TYPICAL RISER APPROVED� DWC. NO. PUBLIC WORKS DIRECTOR DATE 7-18 DES. DAM JY JEC TP 4/2/1117 { � I 0S$ os o co o D4y�$� o Will G IAN CCu p� G £ P 9I N m I Iw z 0 W " K UN ¢ om Z w 0 3� 0 H Q N U° Q i a a m iow w In 0 Z_ 16 C_\1I F w m N 3m3 z Z o3 0 ?m3 U U �a 0 u, (n w Q w z p u XI pZ ry N Co N 0S$ os o co o D4y�$� o Will G IAN CCu p� G £ P W a of :2n J Lu °55 DwTAA'L z Q pF ASN,y IS O w �o C�jO N 0 I Z L w > z W Q Fy. FcrsreaE V''• M CL ~ SrONAL EN N O y a- n z w eo 02 -05 -20/3 p N U 1- us APPROVED FOR CONSTRUCTION Br. DATE'. A.12 -282 - y46 -0283 Director of Pobllc Works p APPROVAL � C -501 EXPIRES' ,T, 9I I Iw W a of :2n J Lu °55 DwTAA'L z Q pF ASN,y IS O w �o C�jO N 0 I Z L w > z W Q Fy. FcrsreaE V''• M CL ~ SrONAL EN N O y a- n z w eo 02 -05 -20/3 p N U 1- us APPROVED FOR CONSTRUCTION Br. DATE'. A.12 -282 - y46 -0283 Director of Pobllc Works p APPROVAL � C -501 EXPIRES' ,T, CITY OF YELM GENERAL SANITARY SEWER NOTES: 1. ALL WORKMANSHIP AND MATERIAL SHALL BE IN ACCORDANCE WITH CITY OF YELM STANDARDS AND THE MOST CURRENT COPY OF THE STATE OF WASHINGTON STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION (WSDOT/ APWA). 2. ALL APPROVALS AND PERMITS REWIRED BY THE CITY OF YELM SHALL BE OBTAINED BY THE CONTRACTOR PRIOR TO THE START OF CONSTRUCTION. 3. IF CONSTRUCTION IS TO TAKE PLACE IN THE COUNTY RIGHT -OF -WAY, THE CONTRACTOR SHALL NOTIFY THE COUNTY AND OBTAIN ALL THE REQUIRED APPROVALS AND PERMITS. 4. A PRECONSTRUCTION MEETING SHALL BE HELD WITH THE CITY OF YELM PRIOR TO THE START OF CONSTRUCTION. 5. THE CITY OF YELM SHALL BE NOTIFIED A MINIMUM OF 48 HOURS IN ADVANCE OF A TAP CONNECTON TO AN EXISTING MAIN. A CITY REPRESENTATIVE SHALL BE PRESENT AT THE TIME OF THE TAP. 6. THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING THE UNDERGROUND LOCATE UNE AT 1- 800 - 424 -5555 A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATION. 7. SIDE SEWER SERVICES SHALL BE PVC, ASTM D 3034 SDR 35 WITH FLEXIBLE GASKETED OR SOLVENT WELD JOINTS. B. ALL PLASTIC PIPE AND SERVICES SHALL BE INSTALLED WITH CONTINUOUS TRACER TAPE INSTALLED 12" TO 18" UNDER THE PROPOSED FINISHED SUBGRADE THE MARKER SHALL BE PLASTIC NON - BIODEGRADABLE, METAL CORE OR BACKING MARKED SEWER WHICH CAN BE DETECTED BY A STANDARD METAL DETECTOR. IN ADDITION, STEP SYSTEMS, AND FORCE MAINS SHALL BE INSTALLED WITH A 14 GAUGE DIRECT -BURY RATED COPPER WARE WRAPPED AROUND ALL PLASTIC PIPE, BROUGHT UP AND TIED OFF AT VALVE BODY. TAPE SHALL BE TERRA TAPE "D" OR APPROVED EQUAL. THE TAPE AND WIRE SHALL BE FURNISHED BY THE CONTRACTOR. 9. ALL BURIED POWER FOR STEP SYSTEMS SHALL BE INSTALLED WITH CONTINUOUS TRACER TAPE INSTALLED 12" ABOVE THE BURIED POWER. THE MARKER SHALL BE PLASTIC NON - BIODEGRADABLE, METAL CORE BACKING MARKED "POWER ". TAPE SHALL BE FURNISHED BY THE CONTRACTOR. 10. BEDDING OF THE SEWER MAIN AND COMPACTION OF THE BACKFlLL MATERIAL SHALL BE REQUIRED IN ACCORDANCE 'MTH THE ABOVE MENTIONED SPECIFICATION (SEE NOTE 1). 11. TEMPORARY STREET PATCHING SHALL BE ALLOWED FOR AS APPROVED BY THE CITY ENGINEER. TEMPORARY STREET PATCHING SHALL BE PROVIDED BY PLACEMENT AND COMPACTION OF 2 INCH MINIMUM ASPHALT CONCRETE COLD MIX. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTENANCE AS REQUIRED. 12. EROSION CONTROL MEASURES SHALL BE TAKEN BY THE CONTRACTOR DURING CONSTRUCTION TO PREVENT INFILTRATION OF EXISTING AND PROPOSED STORM DRAINAGE FACILITIES AND ROADWAYS. 13. PROVIDE TRAFFIC CONTROL PLAN(S) IN ACCORDANCE WITH THE MANUAL ON UNIFORM TRAFFIC CONTROL DEICES (MUTCD) AS REQUIRED. 14. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO HAVE A COPY OF THESE APPROVED PLANS ON CONSTRUCTION SITE AT ALL TIMES. 15. ANY CHANGES TO THE DESIGN SHALL FIRST BE REVIEWED AND APPROVED BY THE CITY OF YELM. 16. ALL STEP MAINS SHALL BY HYDROSTATIC ALLY TESTED IN CONFORMANCE WITH THE ABOVE- REFERENCED SPECIFICATION FOR TESTING WATER MAINS. (SEE NOTE 1.) IN ADDITION, ALL STEP MAINS SHALL VE PIGGED /CLEANED IN THE PRESENCE OF THE CITY INSPECTOR PRIOR TO PLACING STEP MAIN IN SERVICE. 17. PRIOR TO BACKFlLL ALL MAINS AND APPURTENANCES SHALL BE INSPECTED AND APPROVED BY THE CITY OF YELM. APPROVAL SHALL NOT RELIEVE THE CONTRACTOR FOR CORRECTION OF ANY DEFICIENCIES AND /OR FAILURES AS DETERMINED BY SUBSEQUENT TESTING AND INSPECTIONS. IT SHALL BE THE CONTRACTOR'S RESPONSIOUTY TO NOTIFY THE CITY OF YELM FOR THE REQUIRED INSPECTIONS. 16. PUMP CONTROL PANELS SHALL BE LOCATED ON GARAGE WALL OR REMOTE POSE, UNLESS OTHERWISE AUTHORIZED BY THE CITY OF YELM. 19. IN THE EVENT THAT THE DEPARTMENT OF LABOR AND INDUSTRIES OR THE CITY SHOULD REQUIRE A SEPARATE "ON -OFF" SWITCH CONTROLLING POWER TO THE PUMP, SAID SWITCH MUST BE LOCKABLE OR HAVE A LOCKING COVER TO HOLD AN OLYMPUS TYPE BP125, 30MM PADLOCK. 20. INSPECTIONS FOR ONSITE STEP INSTALLATIONS ARE REWIRED. A 48 HOUR NOTICE TO THE SEWER DEPARTMENT IS REQUIRED PRIOR TO THE INSPECTION. ITEMS NEEDING INSPECTION ARE: A) TANK INSTALLATION, IE;BEDDING AND LOCATION B) TANK INFILTRATION, EXALTRATION TEST C) S.S. PRESSURE TEST D) SERVICE LINE PRESSURE TEST E) FINAL INSPECTION 21. ALL LUMBER (PLYWOOD, ETC.) USED TO MOUNT EITHER PUMP CONTROL PANEL OR POWER METER MUST BE PRESSURE TREATED. CALL BEFORE YOU DIG THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING THE UNDERGROUND LOCATE LINE AT (800) 424 -5555 A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATION. SEC 24, TOWNSHIP 17 N, RANGE 1 E, W.M. GENERAL SANITARY SEWER NOTES: 1. THE CONTRACTOR SHALL VERIFY DIA, LENGTH, CONDITION, PIPE TYPE, SLOPE AND VERTICAL AND HORIZONTAL ALIGNMENT OF THE EXISTING ALIGNMENT OF THE PROPOSED POINT OF CONNECTION PRIOR TO CONNECTION AND REPORT ANY DISCREPANCIES TO ENGINEER PRIOR TO CONSTRUCTION, 2. CONTRACTOR SHALL FURNISH AND INSTALL ALL MATERIALS NECESSARY TO COMPLETE THIS WORK. 3. STATIONS AND OFFSETS FOR MANHOLES ARE CALLED OUT TO CENTER OF STRUCTURE. 4. MAINTAIN 10' MINIMUM HORIZONTAL AND 1.5' MINIMUM VERTICAL SEPARATION FROM WATER MAINS. 5. PIPE LENGTHS CALLED OUT FROM CENTER OF STRUCTURE TO CENTER OF STRUCTURE. SEWER SPEC ADDENDUM: 1. ALL STEP TANKS INSTALLED LARGER THAN 3000 GALLONS SHALL BE FIBERGLASS TANKS MFG. BY EITHER CONTAINMENT SOLUTIONS INC. OR XERXES INC. 2. ALL FIBERGLASS STEP TANKS SHALL BE INSTALLED BY QUAUFIED INSTALLERS, FOLLOWANG THE MFG. DIRECTIONS AND SHALL BE SECURED WITH TIE -DOWN STRAPS WTH DEAD MEN "SIZING AND MATERIALS FOR DEAD MEN AND STRAPPING SHALL BE PER THE MFG. RECOMMENDATIONS. 3. BUILDINGS SERVED BY STEP SEWER, UTILIZING ON SITE SACK -UP"GENERATORS FOR POWER OUTAGES MUST HAVE ELECTRICAL SERVICE INSTALLED IN SUCH A MANNER THAT THE STEP SYSTEM WILL ALSO BE SUPPLIED POWER BY THE AUXILIARY GENERATOR. 4. THE PUMP CONTROL PANELS FOR ALL STEP TANKS HOUSING 2 OR MORE PUMPS SHALL BE FITTED WITH A TRANSFER SWITCH MODEL DT 323 URK AS MFG BY CUTLER HAMMER AND A MALE PLUG, MODEL 70530 MBWP AS MFG BY BRYANT FOR USE NTH THE CITIES PORTABLE AUXILIARY GENERATOR. 5. ALL STEP TANKS LESS THAN 3000 GALLON SHALL HAVE ONE 4 "HOLE IN THE DIVIDER BAFFLE CENTERED AT 20 "ABOVE THE FLOOR OF THE TANK. STEP TANKS SIZED AT 3000 GALLON SHALL HAVE ONE HOLE IN THE DIVIDER BAFFLE CENTERED AT 26 "ABOVE THE FLOOR OF THE TANK. 6. ALL 'TRAFFIC BEARING'SERVICE BOXES SHALL BE A MODEL MSBC 1324 -12 MFG. BY MID STATES PLASTICS BC SERIES. 7. ALL POSTS USED TO SUPPORT PUMP CONTROL PANELS MUST BE HOT DIPPED GALVANIZED UNISTRUT. 8. ALL 'AIR RELEASE, VACUUM RELEASE AND COMBINATION AIR RELEASE /VACUUM RELEASE VALVES SHALL BE A MODEL D -021 COMBINATION AIR VALVE 'MINI SAAR "SIZED ACCORDING TO THE MFG. RECOMMENDATION PER PIPE SIZE, 9. MINIMUM STEP TANK SIZE SHALL BE 1000 GALLONS. 10. ALL STEP TANKS HOUSING MORE THAN 1 PUMP MUST UTILIZE 2 "PIPING FOR THE SERVICE LINE. 11. THE MAXIMUM DEPTH OF BURY FOR ALL STEP TANKS SHALL BE 60 °AS MEASURED FROM FINISHED GRADE TO THE INVERT ELEVATION OF THE INLET PIPE TO THE TANK. RESTORATION SURFACE SEE RESTORATION TABLE ABOVE SEE RESTORATION TABLE 6' FINISH GRADE TYP- BACKFlLL SEE M w pSp RESTORATION TABLE MAINTAIN SIDE SLOPE AS Wj 5 AS POSSIBLE EP Ycj SEWER LINE PIPE BEDDING FOR 2 ro FLEXIBLE PIPE PIPE, Q.D. ml 1� PIPE ' O.D. W 0 ( U, CSBC = CRUSHED SURFACE BASE COURSE CSTC = CRUSHED SURFACE TOP COURSE CITY OF YELM DEPT. OF PUBLIC WORKS TYPICAL PIPE TRENCH APP DWG. N0. Ott,, 7 -3 PUBLIC WORKS DIRECTOR DATE S. WN. CKD. DATE JY JEG TP 4/2007 RESTORATION T TABLE 1 N SURFACE T THICKNESS B BACKFlLL/ C COMMENTS/ TYPE C m COMPACTION REQMNTS O OTHER REQUIREMENTS CRUSHED 4 4" CRUSHED SURFACE S SELECT BACKFlLL F FINISH GRADE Si BE SURFACE T TOP COURSE C COMPACT TO 95R S SMOOTH k CON519TANT 3�2 Q5 N7TH EXISTING A.C. PAVEMENT S 3" MIN. GRADE R A.C. R SELECT @ACKPILL O RNISN ROADWAY TO W PAVING OVER 4" CRUSHED w 0W3 (n O mw ; Cl, Z F 'w u o a I i m � f) N Vt 3m3 Z W O W 0 >M3 UU �a 0 W W LD m a CL U CV Z o n EDGE OF 2' WATER TIGHT HOUSE CAP TYPICAL IN PROTECTED AREAS NON - PROTECTED AREAS (LAWNS, FTC,) 2' -D" TAIL. REQUIRE SERVICE BOXES (CARSON OR RICH) ABOVE GROUND � EXISTING GROUND 14 GA. COPPER TONING WIRE WRAP ONCE AROUND CLEANOUT STANDPIPE _ NEW 4" PVC SEWER TOP OF STEP TANK PVC C.O. LINE (TYP) (3034) DOUBL€ 2% SLOPE TO TANK SWEEPING TEE - -- HOUSE T _. MI-INLET BAFFLE FERNCO COUPLING OR APPROVED EQUAL FERNCO COUPLING OR APPROVED €-OVAL CITY OF YELM DEPT. OF PUBLIC WORKS TYPICAL CONNECTION PA PRO DWG. NO. PUBLIC WORKS DIRECTOR DATE JY JEG TP 02 -05 -2013 APPROVED FOR CONSTRUCTION BY: DATE' Director of Public Works 'I z 0 a Rr CA 0 0 E 11TS V 5$C 1 ..J �C0e- AILI w p20 1 -w° n n c0� °� U) 53 1 a° o b C It g E C ° IF i; oa 5 s ill O W CI4 in j/IN� J m -LL W N N m � z 0 W z_ O w x Z 3�2 Q5 `U dN0 c2 M J LL G 0' W W w 0W3 (n O mw ; Cl, Z F 'w u o a I i m � f) N Vt 3m3 Z W O W 0 >M3 UU �a 0 W W LD m a CL U CV Z o n .y N E 11TS V 5$C 1 ..J �C0e- AILI w p20 1 -w° n n c0� °� U) 53 1 a° o b C It g E C ° IF i; oa 5 s ill O W CI4 in j/IN� J m -LL Al2 -282 - #46 -0263 C -502 W � < O Q :2 W ; CON O i Z � Q � � � W m CL CV Z F n °- 10 N U � w Al2 -282 - #46 -0263 C -502