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20120312 Civil Plans 3 04232013 (McDonald's Remodel)IV 9 505 YELM AVE W YELM, WA 98597 CIVIL PLAN REVIEW RESUBMITTAL 42 REVISIONS T ' T T T � I-, d DRAWING INDEX y l If REO RED RE GT I ELLEN GRUENEIS STATE OF WASNINGTON CV Cover Sheet Ya: II SITE j y u g 0� SP -2 Site Plan i 3 CIVIL �1 um z W R i . C-001 Civil Cover C -002 Civil General Notes and Legend g rc Pik C -1100 Existing Co d ns Map Sri � C -200 TESC & Demolition Plan = C -201 Erosion Control Notes & Details z Al2 —i£'2 144E C.)"3 C C -300 Horizontal Control Plan C -400 Grading & Drainage Plan < < r C -401 Site Improvement Details Q t u z C -500 Utility Plan C -501 STEP Tank Details C -502 Utility Details TRASH CORRAL T1.0 Trash Plans, Sections, Elevations & Details ° T1.1 Trash Details �+ a REO RED RE GT I ELLEN GRUENEIS STATE OF WASNINGTON J rVaO V < V ood90 �o.0 J. v uao u � °ca yEa�c 3 �._o m v�v � dv O r Pn H D p O o O © ca3 o`y t0000, V o V° JFCVVON y �n V ✓ QL � 9 ON_C O O N V� T E p Q O 7 O d O V N V�tO O ® 9 T O r . L; m"mo °vco M 2L r TC 1 �) IL Ya: II Y i j y u g 0� i 3 Y �1 um W R J rVaO V < V ood90 �o.0 J. v uao u � °ca yEa�c 3 �._o m v�v � dv O r Pn H D p O o O © ca3 o`y t0000, V o V° JFCVVON y �n V ✓ QL � 9 ON_C O O N V� T E p Q O 7 O d O V N V�tO O ® 9 T O r . L; m"mo °vco M 2L r TC 1 �) IL II j l• i Y i . X Pik 1,, = z Al2 —i£'2 144E C.)"3 C COVER VICINITY MAP YELM AVENUE W. (S.R. 510) SP'I"7 EXISTING 1NGRE55� ESIR rl v - nmu � R �sP -10 SP -I2, y' Iwo ® va m ,10' -0" c SP -24 5117E SETBACK Tyr. J SIP -12 TYP. - -_ -- SP -25 - A W W N 52 °04101 Ih F W W W EXISTING MCDONALDS RESTAURANT 2,587 SQ. FT. + 762 SQ. FT. 3,349 SQ. FT. LI LW W T:: YJ` R O' 6P -22 SP -10 MH s -0 .:POD ` 5P -10 TYP. )RF2RC SP -28 TYP. ' 0000o0 0 0_�oo01 5 524'00" E 150.00' R=81'-I I, N � O 4 TJ O Z7 . . � t oo 000 �,' 000 ,' 00 (n I O a) m m x G) (n m m I I (n ITT O' -0" SETBACK LEGEND PROJECT DATA GENERAL NOTES - -- - EXISTING CONCRETE OURBING TO REMAIW REPAIR SITE AREA: 3T'SO& S.F. L PROPOSED UTILITIES ARE SHOWN IN SCHEMATIC ONLY. EXACT NEW CONCRETE CURBING PARCEL NUMBER' 21124411'102 LOCATIONS SHALL BE DETERMINED TO ALLOW FOR THE MOST ECONOMICAL INSTALLATION. EXISTING CONSTRUCTION TO 13E DEMOLISHED ZONING: C-I (COMMERGIAU I USE: FAST FOOD RESTAURANT (EXISTING) AD-OI 2. THE CONTRACTOR SHALL COORDINATE WITH ALL UTILITY COMPANIES CBE NEW STRIPING OCCUPANCY: A -2 (tNSTIN6) TO DETERMINE EXACT POINT OF SERVICE CONNECTION AT EXISTING TYP. TYPE OF CONSTRUCTION: V -B (E,XISTIN6) UTILITY. REFER TO THE BUILDING ELECTRICAL AND PLUMBING EXISTING STRIPING TO REMAIN BUILDING AREA: EXISTINLS BUILDING AREA: 2,58'1 S.F. DRAWINGS FOR UTILITY SERVICE ENTRANCE LOCATIONS, SIZES, AND CIRCUITING. BUILDING ADDITION: ♦ 162 5.F. EXISTING LANDSCAPING TO REMAIN L TOTAL BUILDING AREA: 3,54q 5'F' 3. FINISH WALK AND CURB ELEVATIONS SHALL BE 6' ABOVE FINISH - _._ EX15TINS PARKING: 44 STALLS PAVEMENT. ®4 PARKING REQUIRED: I STALL / 200 50. FT. 6RO55 FLOOR AREA= I'1 BASED ON I TYP. EXISTING CONCRETE TO REMAIN PARKIN& PROVIDED: 54 5TALLS v I ACCESSIBLE REQUIRED: 2 5TAI L5 (BASED ON 54 STALLS PROVIDED) PEW CONCRETE ACCESSIBLE PROVIDED: 2 5TAL.1-5 EXISTING CATCH BA61N SITE: EXISTING IMPERVIOUS: 24,12, 50. FT. = 659% EXISTING LOT LIGHT N EXISTING LANDSCAPE TO: 498 50. FT. al� BE REPLACED III (N �'4 TYP. C} NEW PIER15 JAPONICA VARIE&ATA' (VARIEGATED PIER15); 5 GAL. NEVI LAW56AAPE DEMOLISHED LAND5C.APE/: 1271 W. FT. ADA SITE PLAN KEYNOTES ,10' -0" c SP -24 5117E SETBACK Tyr. J SIP -12 TYP. - -_ -- SP -25 - A W W N 52 °04101 Ih F W W W EXISTING MCDONALDS RESTAURANT 2,587 SQ. FT. + 762 SQ. FT. 3,349 SQ. FT. LI LW W T:: YJ` R O' 6P -22 SP -10 MH s -0 .:POD ` 5P -10 TYP. )RF2RC SP -28 TYP. ' 0000o0 0 0_�oo01 5 524'00" E 150.00' R=81'-I I, N � O 4 TJ O Z7 . . � t oo 000 �,' 000 ,' 00 (n I O a) m m x G) (n m m I I (n ITT O' -0" SETBACK L L Y � r. C I L a a C � N � y z (e (✓ Y lLl N ;✓ o z a s a c. z i i ti r il _ j m m � 1 �o m t.l t< LEGEND PROJECT DATA GENERAL NOTES - -- - EXISTING CONCRETE OURBING TO REMAIW REPAIR SITE AREA: 3T'SO& S.F. L PROPOSED UTILITIES ARE SHOWN IN SCHEMATIC ONLY. EXACT NEW CONCRETE CURBING PARCEL NUMBER' 21124411'102 LOCATIONS SHALL BE DETERMINED TO ALLOW FOR THE MOST ECONOMICAL INSTALLATION. EXISTING CONSTRUCTION TO 13E DEMOLISHED ZONING: C-I (COMMERGIAU I USE: FAST FOOD RESTAURANT (EXISTING) 2. THE CONTRACTOR SHALL COORDINATE WITH ALL UTILITY COMPANIES CBE NEW STRIPING OCCUPANCY: A -2 (tNSTIN6) TO DETERMINE EXACT POINT OF SERVICE CONNECTION AT EXISTING TYPE OF CONSTRUCTION: V -B (E,XISTIN6) UTILITY. REFER TO THE BUILDING ELECTRICAL AND PLUMBING EXISTING STRIPING TO REMAIN BUILDING AREA: EXISTINLS BUILDING AREA: 2,58'1 S.F. DRAWINGS FOR UTILITY SERVICE ENTRANCE LOCATIONS, SIZES, AND CIRCUITING. BUILDING ADDITION: ♦ 162 5.F. EXISTING LANDSCAPING TO REMAIN L TOTAL BUILDING AREA: 3,54q 5'F' 3. FINISH WALK AND CURB ELEVATIONS SHALL BE 6' ABOVE FINISH - _._ EX15TINS PARKING: 44 STALLS PAVEMENT. NEW LANDSCAPING PARKING REQUIRED: I STALL / 200 50. FT. 6RO55 FLOOR AREA= I'1 BASED ON 3,349 50. FT. EXISTING CONCRETE TO REMAIN PARKIN& PROVIDED: 54 5TALLS ACCESSIBLE REQUIRED: 2 5TAI L5 (BASED ON 54 STALLS PROVIDED) PEW CONCRETE ACCESSIBLE PROVIDED: 2 5TAL.1-5 EXISTING CATCH BA61N SITE: EXISTING IMPERVIOUS: 24,12, 50. FT. = 659% EXISTING LOT LIGHT EXISTING LANDSCAPE: 12,22 50. FT. = 54.2% EXISTING LANDSCAPE TO: 498 50. FT. NEW 3'I OCCIDENTALIS PYRAMIDAL SHRUB TREE BE REPLACED DEMOL15HM IMPERVIOUS/: 1,215 SO. FT. C} NEW PIER15 JAPONICA VARIE&ATA' (VARIEGATED PIER15); 5 GAL. NEVI LAW56AAPE DEMOLISHED LAND5C.APE/: 1271 W. FT. ADA SITE PLAN KEYNOTES "�""M� 1O5 TOTAL PROPOSED IMPERVIOUS: 24,14 $Q. FT. =652,% AD -0I RELOCATE BARRIER -FREE ACCESSIBLE STALLS (TYP. OF 2) AS SHOVN, WITH A 9b" MIN. TOTAL PROP05M LANDSCAPE: 1150. FT. = 343% WIDE ACCESS A15LE BETVM THE STALLS. ENSURE ALL SLOPES AT WA PARKING SITE PLAN KEYNOTES STALLS & ACCESS AISLE DO NOT EXCEED 15% IN ALL DIRECTIONS; REGRADE PARKING LOT AND SEALWAT AS NECESSARY. PAINT ACCESSIBLE SYMBOL AT STALLS PER 4/5171. INSTALL NEW ACCESSIBLE PARKING STALL SIGNS TO BE MOUNTED WITH BOTTOM SIP -0I REMOVE EXISTING III BOARD d PROVIDE (2) WA OPO MENU BOARDS AS SHOVON. OF THE LOWEST SIGN AT 60" MIN ABOVE ADJACENT PARKING SURFACE (TYP. OF 2) SEE DETAIL O/OTI.1 AND DETAIL 2/071.0 FOR EXACT LOCATIONS. PER DETAIL 6/5DI. 'VAN ACCESSIBLE' STALL SIGN TO BE LOCATED AT STALL WITH SP-02 REMOVE EXISTING CUSTOMER ORDER DISPLAY d INSTALL (2) NEW CUSTOMER ORDER PASSENGER SIDE ADJACENT TO ACCESS AISLE. PROVIDE NEVI INLINE CURB RAMP AS DISPLAY UNITS WITH INTEGRAL CANOPY AS SHOM PER DETAIL 6/DTi.2. SEE DETAIL �IHOM d REFER TO DETAIL' I FOR INFORMATION SLOPE IN RIN DIRECTION 5HALL 2/DTIA FOR EXACT LOCATIONS. PROVIDE SPEECH/ HEARING IMPAIRED 516NAI AT BE 6% MAX. d CROSS SLOPE SHALL BE NO GREATER THAN 1.5%. TOP d BOTTOM COD PER DETAIL I /SDI. LANDIN65 TO BE ENTIRE WIDTH OF CURB RAMP d EXTEND 60" WITHOUT EXCEEDING 15% `• INSTALL NEW VEHICLE DETECTOR LOOPS AT TEW ORDER POINTS PER 2/DTI.O SLOPE IN ANY DIRECTION. PROVIDE DETECTABLE WARNINGS AS NECESSARY. SEE (OPTIONAL AT EXISTING GASH �OTH LOCATION) PATCH d REPAIR CONCRETE PAD AT DETAIL 10/501. REPAINT ADJACENT d FRONT PARKING 5TALL5 AS 5HOVN. BID ALT: REMOVE EXISTING ASPHALT AS NECESSARY TO PROVIDE WA CONCRETE PAD AT DRIVE -THRU AS NECESSARY. 5M 18 d 201 ACCE551LE STALLS AND ACCESS AISLE. ENSURE MAX 15% SLOPE IN ALL DIRECTIONS REMOVE EXISTING AND INSTALL, (2J NEW GATEWAY 516N PACKAGES AS SHOYAI. d SMOOTH TRANSITION TO ADJACENT ASPHALT 5TALL5. COORDINATE LOCATION WITH 2/0TI.O d MCDONALDS CONSTRUCTION MANAGER TO AD -02 REMEDIATION OCCURS IN AD -0I ENSURE BEST V151131LITY FROI ENTRANCE. SEE DETAIL 8/0712 FOR MORE ® REMEDIATION OCCURS IN AD -0I INFORMATION SP-OS PER DETAIL 12/DTI.I (12,1 FT). PROVIDE NEW OPO PRESELL BOARD 50. VERIFY (MINIMUM 3' TOTAL COMPACTED ASPHALT THICKNESS) ® REMOVE d REPOUR EXTERIOR WALKWAY AT BUILDING TO EXTENT NECESSARY TO LOCATION WITH MCDONALDS PROJECT MANAGER AND DETAIL 2/DTI.O. ENSURE A MAXIMUM SLOPE OF 5% IN THE DIRECTION OF TRAVEL 4 MAXIMUM 1.5% CRO55 WIDE MERGE POINT MONITOR MOUNTED ON POLE WITH FOUNDATION EXACT SLOPE. REMOVE EXISTING 8 INSTALL NEW IN -LINE CURB RAMPS AS 5HOM. REFER TO TO COORDINATED WITH MCNCTIONJS CONSTRUCTION MANAGER DETAIL II I FOR MORE INFORMATION. SLOPE FOR IN -LINE CURB RAMP IN RUN PROVIDE N PROVIDE 2" CONDUIT TO CASH BOOTH JUNCTION BOX. CONNECT TO ELECTRICAL d DIRECTION SHALL BE 8% MAXIMUM AND CRO55 SLOPE 5HALL BE NO GREATER THAN DATA SYSTEMS AS NECE55ARY 13%. TOP AND BOTTOM LANDING5 TO BE ENTIRE P OF CURB RAMP AND EXTEND ID'M SP-07 REMOVE EXISTING NGRETE/ ASPHALT ORIVETHRU LANE AS NECESSARY TO L L Y � r. C I L a a C � N � y z (e (✓ Y lLl N ;✓ o z a s a c. z i i ti r il _ j m m � 1 �o m t.l t< 00 NOTE. M 110 L➢'S ENGINEER RESERVES THE RIGHT TO REQUEST A COMPACTION VARNINGS AS NECESSARY PER 10/501. ENSURE THAT THERE ARE NO CHANGES OF LEVEL ACC24-10DATE NEW WORK. NEW CONCRETE PAVING AND CURBING THROUGHOUT TEST AND/OR A CORE SAMPLE. IF TESTS PROVE CORRECT, PER ABOVE GREATER THAN I /4' OR 1/2' WITH BEVEL AT THE EXPANSION JOINTS AND THE DOOR DRIVE -THRU LANES A5 SHOWN PER MCDONALDS SPECIFICATIONS. SLOPE TO DRAIN TO SPECIFICATION, TESTS WILL BE AT THE EXPENSE OF MCDONALD'S, THRESHOLDS. ENSURE A 5LIP- RE515TANT BROOM FINISH AT CONCRETE WALKWAY. EXISTING CATCH BASINS AS NECESSARY. SEE DETAILS 2/DTI.I, 3/1 4 4/1271.1. OTHERWISE, G.C. WILL BE CHARGED, PROVIDE A 5'X5' LANDING AT ALL DOORS AND CHANGES IN DIRECTION WITH 15% MAX. `�P -08 DEMOL15H FX15TIN S LANF.SCAPItNG 8 CONCRETE CURBING AS NECESSARY TO LOT LIGHTING RECOMMENDATION SLOPE IN ALL DIREGTIONS. 5EE DETAILS II 8 12/SDI. ACCOMMODATE REVI5W DRIVK`-THRU CONFIGURATION. INSTALL NEW CONCRETE - ® SEE FLOOR PLAN DRIVE -THRII LANE, CURBS d ASPHALT TO MATCH ADJACENT. SEE SHEET OTI.i. SP-09 GO POUR III CONCRETE SIDEWALK AT ENTRY DOOR AND ENSURE A MAX. CHANGE IN REMOVE EX15TIKO PLAYTOY, EXTERIOR SEATING, COVERING AND EXTERIOR EXISTING LOT LIGHTS TO REMAIN, VERIFY WITH McDONALD'S CONSTRUCTION C, MANAGER IF CLEAN /RELAMP OR NO WORK DURING THIS PROJECT. zl DONALDS GONS71RI1CTION LEVEL OF 1/4' OR 1/2' WITH BEVEL AT DOOR THRESHOLD. STOREFRONT. VERIFY WITH MO MANAGER IF SALVAGE OR AD-0'7 SEE FLOOR PLAN DISPOSAL. REMOVE EXISTING CONCRETE AS NECESSARY TO ACCOMMODATE NEW WORK. AD -0e SEE FLOOR PLAN SP -10 PROVIDE NEW SITE d DRIVE-THRU STRIPING/ SYMBOLS TO EXTENT 5HOYN. PAINT TO ® SEE FLOOR PLAN BE (2) GOATS TRAFFIC, YELLOW AT DRIVE-THRII E (2) GOATS TRAFFIC WHITE AT AD -10 SEE FLOOR PLAN PARKING; SEE DETAILS SHEET SDI. BID ALT: 5EALCOAT EXISTING ASPHALT TO REMAIN d RE5TRIPE AS SHOWN. AD -II SEE FLOOR PLAN SIP -II EXISTING, LANDSCAPE TO REMAIN, TYP. PATCH d REPLANT AS NECESSARY TO AD -12 SEE FLOOR PLAN ACCOMMODATE DEMOLITION d FEW CONSTRUCTION. RESTORE ANY DISTURBED AD -13 REMOVE EXTERIOR SEATING TO ACCOMMODATE NEW DINING AREA EXPANSION EXISTING LANDSCAPING. AD -14 SEE FLOOR PLAN SIP -12 NEW LANDSCAPING, TO MATCH pDJAGENT. AT DRIVE -THRU LOCATIONS, ENSURE PLANTINGS WILL NOT INHIBIT VII OF DRIVE -THRU 516NAI FROM CUSTOMERS. SEE PARKING INFORMATION AD-IS REMOVE EXISTING PLAYTOY TO ACCOMMODATE BUILDING EXPANSION. POUR NEW LANDSCAPE DRAWINGS FOR MORE INFORMATION. PROTECT STEP SYSTEM AND GREASE ACCESSIBLE EXTERIOR WALKWAY AS SHOVM TO ENSURE A MAXIMUM SLOPE OF 5% IN INTERCEPTOR MANHOLES FROM DAMAGE DURING CONSTRUCTION. REMOVE EXISTING TOTAL 34 91 X 191 SPACES O 90' THE DIRECTION OF TRAVEL d MAXIMUM 15% GR055 SLOPE. INSTALL NEW IN-LINE CURB CONCRETE WALKWAY AT EXISTIIN S DRIVE -THRU SIDE DOOR FOR MEW LANDSCAPING. SPACES RAMPS AS SHONW. REFER TO DETAIL II FOR MORE INFORMATION. SLOPE FOR SIP -13 INSTALL NEW GUARDRAIL AS 5410M AND PER AD -15 SEE DETAIL 8/5171 a FIN15H PER 34 IN -LINE CURB RAMP IN RUN DIRECTION SHALL BE 8% MAXIMUM AND GRO55 SLOPE ELEVATIONS. SHALL BE NO GREATER THAN 15%. TOP AND BOTTOM LANDINGS TO BE ENTIRE WIDTH 5P_I4 PAINT EXISTING BOLLARDS (2) GOATS TRAFFIC YELLOW PROVIDE NEW BOLLARDS OF CURB RAMP AND EXTEND 60" WITHOUT EXCEEDING 15% SLOPE IN ANY DIRECTION. AT NEW DRIVE -THRU LANES AS NECESSARY. VERIFY EXTENT WITH MCDONALDS PROVIDE DETECTABLE MARMITES AS NECESSARY PER H BEVEL ENSURE THAT THERE ARE CONSTRUCTION MANAGER. SEE OCTAL 5/17712 FOR MORE INFORMATION. NO CHANGES OF LEVEL GREATER THAN I/4' OR I/2° WITH BEVEL AT THE EXPANSION JOINTS AND THE DOOR THRESHOLDS. ENSURE A SLIP- RESISTANT BROOM FIN15H AT SIP -IS EXISTING HISTORIC PLAGILE TO REMAIN. PROTECT FROM DAMAGE DURING CONCRETE WALKWAY. PROVIDE A 5'X5' LANDING AT ALL DOORS AND CHANGES IN CONSTRUCTION. UTILITY INFORMATION DIRECTION WITH 15% MAX. SLOPE IN ALL DIRECTIONS. SEE DETAIL II/SDI. PROVIDE NEW SIP -16 EXISTING POLE MOUNTED ROAD516N (99.17 So. FT) AND READER BOARD (24 50. FT) TO GUARDRAIL AS 5HOWN. SEE DETAIL 81 ENSURE A 60' DEEP X 16" LATCH DEPTH REMAIN. PROTECT FROM DAMAGE. SIZE TYPE LOCATION CLEARANCE AT PULL SIDE OF DOOR. SEE FLOOR PLAN FOR MORE INFORMATION. SP_I'1 EXISTING DIRECTIONAL SIGN (41.'86 50. FT. EACW TO REMAIN PROTECT FROM DAMAGE. AD -I6 SEE FLOOR PLAN SP -18 INSTALL WEELSTOP5 AT LOCATIONS SHOW ENSURE GAR OVERHANG DOES NOT SANITARY SEWER EXISTING AD -17 SEE FLOOR PLAN PROTRUDE INTO THE 44' MIN. WIPE ACCESSIBLE ROUTE. SEE DETAIL I5/SDI FOR MORE WATER EXISTING AD -18 REMOVE EXISTING PLAYTOY TO ACCOMMODATE NEW DINING EXPANSION. VERIFY IF x_19 INFORMATION. EXISTING FLAGPOLE TO REMAIN. PROTECT FROM DAMAGE. STORM SEWER EXISTING E/ SALVAG DISPOSAAL WITH MCDONALDS CONSTRUCTION MANAGER, 5P-20 RELOCATE EXISTING LOT LIGHT AS 5HOYAL VERIFY EXACT LOCATION WITH MCDONALDS ELECTRIC EXISTING SIGN LEGEND CONSTRUCTION MANAGER. REGONEGT TO EXISTING ELECTRICAL AS NECESSARY. GAS EXISTING SP -21 REMOVE RLATION ME T� TRASH, 5)� ION. KVERFY EXACT LOCATIONS 11 0"1 SURVEY INFORMATION O 'I'I GATEWAY 516N (2 NEW, 35 50. FT. OF 516MAI EACW SIP -22 REMOVE d RELOCATE EXISTING SPRINKLER UTILITY BOX AS SHOW VERIFY LOCATION OCUSTOMER ORDER 015PLAY VI/ INTEGRAL CANOPY (COD) (2 NEVI, 5.150. FT. OF SISNAI WITH MGDONALDS CONSTRUCTION MANAGER. RECONNECT TO EXISTING UTILITIES AS EACH) NECESSARY. SP -23 REMOVE EXISTING AND PROVIDE NEW 8' -0" TALL TRASH CORRAL TO PROVIDE 2' -0' OF O OPO MENU BOARD (2 NEW, 58.8 50. FT. EACH) SCREENING ABOVE REFUSE CONTAINERS AND CONCRETE PAD. 5EE SHEET TID FOR MORE INFORMATION. Op PRE -SELL BOARD 0 NEW, ?2,l 50. FT. OF 51GNI $p -24 REMOVE EXISTING ROOF LADDER d PROTECT FOR RELOCATION PER FLOOR PLAN. SEE VAS O 'ANY LANE, ANY TIME' BOLLARD (1 NEW PRO , 2.13 50. FT. OF 516MI .4 FOR MORE INFORMATION. SP -25 PROPOSED LOADING AREA. O FULL FORWARD SIGN (2 NEW, 457 50. FT. OF SIGNAL ENSURE 44' MIN. CLR WIDE NEW 3'-5' TALL THUS OC 1DENTALIS PYRAMIDAL 5HRU5 TREES ARCIND SOUTH AND VEST WALLS OF THE NEW TRASH CORRAL, SPACED AT 2' TO 2'-6' 0 0. PER ACGF551LE ROUTE TO RIGHT OF WAY. CHAPTER 1790 OF THE YELM MUNICIPAL CODE PROVIDE NEW 51ROIRND COVER AS NECESSARY TO MATCH EXISTING. SP -2"I NEW AALL SCONCE LOCATION ON WILDING EXPANSION. SEE ELEVATIONS. SP -28 PROVIDE NEW LANDSCAPING ALONG SOUTH PROPERTY LINE. PLANTS TO BE NEW 3'-5' PLAN SCALD 1' 20' THUS OCCIDENTALI5 PYRAMIDAL- `'SHRUB TREE AND NEW III JAPONICA VARIE6ATA' STREET ADDRESS (VARIEGATED PIERIS); 5 GAL. VERIFY 5PACING WITH CHAPTER 17.80 of THE YELM MUNICIPAL GORE. PROVIDE ADDITIONAL GROUND COVER AS NECESSARY TO MATCH 505 YELM AVE W ADJACENT. LANDSCAPE SUBCONTRACTOR TO PROVIDE REQUIRED IRRIGATION TO AREA AND To ENSURE IRRIGATION SYSTEM POSITIVELY PREVENTS RUNOFF OR OVERSPRAY CITY STATE ONTO IMPERMEABLE HARD5CAPIE UNDER ALL CONDITIONS, REGARDLESS OF WIND OR EQUIPMENT MISALIGNMENT. LANDSCAPE SUBCONTRACTOR TO LOCATE SPRINKLER MEADS YELM W A BASED ON THOROUGH EVALUATION OF PHYSICAL, ENVIRONMENTAL AND HYDRAULIC SITE CONDITIONS, SPECIFY DRIP IRRIGATION FOR ALL ZONES PLANTED IN ONE-GALLON OR COUNTY LARGER SIZE, SPECIFY VEATHEIR-BASED IRRIGATION CONTROLLERS d SPECIFY CHECK VALVES WHEREVER NECESSARY TO PREVENT LOVI DRAINAGE. T H U R S T Q N SITE PLAN SCALE: I" = PLAN 0 5 10 20 40FT. SP -29 NEVI STEP TANK PER CIVIL DRAININ65 Z&L 1 L IN 1 LI W NSMLH KAI 24 17 1E DNAL DWG, NO CORPORATE DWG. NO, 46 -0263 13365 O" = y 4 aIv t � � a B. AN m w U a t J m m ✓Oa Z a a m d ma maov`o'c "U w J °- am =�o° J a m m 0 oam s� Eo�w 0 °cv 3" mm © m_ ° E ° vas 'mE� °O °`mom wow °cm..`°. Om D H O C Q a°UmV m °c •' n°, m ?' E w ® ; a Y ar-, Ham O � m nr �wwmu u 'd I`a3w cl m« a T"C'n r Li c Ail m LL > s v C. fY 1- z u l v 3 u w i y r LL } L u z _ r r ,. f1 v z �r ASP ®2 N SITE '-'LAN 60" WITHOUT EXCEEDING 15% SLOPE IN ANY DIRECTION. PROVIDE DETECTABLE 0 LEVEL OF 1/4' OR 1/2' WITH BEVEL AT DOOR THRESHOLD. STOREFRONT. VERIFY WITH MO MANAGER IF SALVAGE OR AD-0'7 SEE FLOOR PLAN DISPOSAL. REMOVE EXISTING CONCRETE AS NECESSARY TO ACCOMMODATE NEW WORK. AD -0e SEE FLOOR PLAN SP -10 PROVIDE NEW SITE d DRIVE-THRU STRIPING/ SYMBOLS TO EXTENT 5HOYN. PAINT TO ® SEE FLOOR PLAN BE (2) GOATS TRAFFIC, YELLOW AT DRIVE-THRII E (2) GOATS TRAFFIC WHITE AT AD -10 SEE FLOOR PLAN PARKING; SEE DETAILS SHEET SDI. BID ALT: 5EALCOAT EXISTING ASPHALT TO REMAIN d RE5TRIPE AS SHOWN. AD -II SEE FLOOR PLAN SIP -II EXISTING, LANDSCAPE TO REMAIN, TYP. PATCH d REPLANT AS NECESSARY TO AD -12 SEE FLOOR PLAN ACCOMMODATE DEMOLITION d FEW CONSTRUCTION. RESTORE ANY DISTURBED AD -13 REMOVE EXTERIOR SEATING TO ACCOMMODATE NEW DINING AREA EXPANSION EXISTING LANDSCAPING. AD -14 SEE FLOOR PLAN SIP -12 NEW LANDSCAPING, TO MATCH pDJAGENT. AT DRIVE -THRU LOCATIONS, ENSURE PLANTINGS WILL NOT INHIBIT VII OF DRIVE -THRU 516NAI FROM CUSTOMERS. SEE PARKING INFORMATION AD-IS REMOVE EXISTING PLAYTOY TO ACCOMMODATE BUILDING EXPANSION. POUR NEW LANDSCAPE DRAWINGS FOR MORE INFORMATION. PROTECT STEP SYSTEM AND GREASE ACCESSIBLE EXTERIOR WALKWAY AS SHOVM TO ENSURE A MAXIMUM SLOPE OF 5% IN INTERCEPTOR MANHOLES FROM DAMAGE DURING CONSTRUCTION. REMOVE EXISTING TOTAL 34 91 X 191 SPACES O 90' THE DIRECTION OF TRAVEL d MAXIMUM 15% GR055 SLOPE. INSTALL NEW IN-LINE CURB CONCRETE WALKWAY AT EXISTIIN S DRIVE -THRU SIDE DOOR FOR MEW LANDSCAPING. SPACES RAMPS AS SHONW. REFER TO DETAIL II FOR MORE INFORMATION. SLOPE FOR SIP -13 INSTALL NEW GUARDRAIL AS 5410M AND PER AD -15 SEE DETAIL 8/5171 a FIN15H PER 34 IN -LINE CURB RAMP IN RUN DIRECTION SHALL BE 8% MAXIMUM AND GRO55 SLOPE ELEVATIONS. SHALL BE NO GREATER THAN 15%. TOP AND BOTTOM LANDINGS TO BE ENTIRE WIDTH 5P_I4 PAINT EXISTING BOLLARDS (2) GOATS TRAFFIC YELLOW PROVIDE NEW BOLLARDS OF CURB RAMP AND EXTEND 60" WITHOUT EXCEEDING 15% SLOPE IN ANY DIRECTION. AT NEW DRIVE -THRU LANES AS NECESSARY. VERIFY EXTENT WITH MCDONALDS PROVIDE DETECTABLE MARMITES AS NECESSARY PER H BEVEL ENSURE THAT THERE ARE CONSTRUCTION MANAGER. SEE OCTAL 5/17712 FOR MORE INFORMATION. NO CHANGES OF LEVEL GREATER THAN I/4' OR I/2° WITH BEVEL AT THE EXPANSION JOINTS AND THE DOOR THRESHOLDS. ENSURE A SLIP- RESISTANT BROOM FIN15H AT SIP -IS EXISTING HISTORIC PLAGILE TO REMAIN. PROTECT FROM DAMAGE DURING CONCRETE WALKWAY. PROVIDE A 5'X5' LANDING AT ALL DOORS AND CHANGES IN CONSTRUCTION. UTILITY INFORMATION DIRECTION WITH 15% MAX. SLOPE IN ALL DIRECTIONS. SEE DETAIL II/SDI. PROVIDE NEW SIP -16 EXISTING POLE MOUNTED ROAD516N (99.17 So. FT) AND READER BOARD (24 50. FT) TO GUARDRAIL AS 5HOWN. SEE DETAIL 81 ENSURE A 60' DEEP X 16" LATCH DEPTH REMAIN. PROTECT FROM DAMAGE. SIZE TYPE LOCATION CLEARANCE AT PULL SIDE OF DOOR. SEE FLOOR PLAN FOR MORE INFORMATION. SP_I'1 EXISTING DIRECTIONAL SIGN (41.'86 50. FT. EACW TO REMAIN PROTECT FROM DAMAGE. AD -I6 SEE FLOOR PLAN SP -18 INSTALL WEELSTOP5 AT LOCATIONS SHOW ENSURE GAR OVERHANG DOES NOT SANITARY SEWER EXISTING AD -17 SEE FLOOR PLAN PROTRUDE INTO THE 44' MIN. WIPE ACCESSIBLE ROUTE. SEE DETAIL I5/SDI FOR MORE WATER EXISTING AD -18 REMOVE EXISTING PLAYTOY TO ACCOMMODATE NEW DINING EXPANSION. VERIFY IF x_19 INFORMATION. EXISTING FLAGPOLE TO REMAIN. PROTECT FROM DAMAGE. STORM SEWER EXISTING E/ SALVAG DISPOSAAL WITH MCDONALDS CONSTRUCTION MANAGER, 5P-20 RELOCATE EXISTING LOT LIGHT AS 5HOYAL VERIFY EXACT LOCATION WITH MCDONALDS ELECTRIC EXISTING SIGN LEGEND CONSTRUCTION MANAGER. REGONEGT TO EXISTING ELECTRICAL AS NECESSARY. GAS EXISTING SP -21 REMOVE RLATION ME T� TRASH, 5)� ION. KVERFY EXACT LOCATIONS 11 0"1 SURVEY INFORMATION O 'I'I GATEWAY 516N (2 NEW, 35 50. FT. OF 516MAI EACW SIP -22 REMOVE d RELOCATE EXISTING SPRINKLER UTILITY BOX AS SHOW VERIFY LOCATION OCUSTOMER ORDER 015PLAY VI/ INTEGRAL CANOPY (COD) (2 NEVI, 5.150. FT. OF SISNAI WITH MGDONALDS CONSTRUCTION MANAGER. RECONNECT TO EXISTING UTILITIES AS EACH) NECESSARY. SP -23 REMOVE EXISTING AND PROVIDE NEW 8' -0" TALL TRASH CORRAL TO PROVIDE 2' -0' OF O OPO MENU BOARD (2 NEW, 58.8 50. FT. EACH) SCREENING ABOVE REFUSE CONTAINERS AND CONCRETE PAD. 5EE SHEET TID FOR MORE INFORMATION. Op PRE -SELL BOARD 0 NEW, ?2,l 50. FT. OF 51GNI $p -24 REMOVE EXISTING ROOF LADDER d PROTECT FOR RELOCATION PER FLOOR PLAN. SEE VAS O 'ANY LANE, ANY TIME' BOLLARD (1 NEW PRO , 2.13 50. FT. OF 516MI .4 FOR MORE INFORMATION. SP -25 PROPOSED LOADING AREA. O FULL FORWARD SIGN (2 NEW, 457 50. FT. OF SIGNAL ENSURE 44' MIN. CLR WIDE NEW 3'-5' TALL THUS OC 1DENTALIS PYRAMIDAL 5HRU5 TREES ARCIND SOUTH AND VEST WALLS OF THE NEW TRASH CORRAL, SPACED AT 2' TO 2'-6' 0 0. PER ACGF551LE ROUTE TO RIGHT OF WAY. CHAPTER 1790 OF THE YELM MUNICIPAL CODE PROVIDE NEW 51ROIRND COVER AS NECESSARY TO MATCH EXISTING. SP -2"I NEW AALL SCONCE LOCATION ON WILDING EXPANSION. SEE ELEVATIONS. SP -28 PROVIDE NEW LANDSCAPING ALONG SOUTH PROPERTY LINE. PLANTS TO BE NEW 3'-5' PLAN SCALD 1' 20' THUS OCCIDENTALI5 PYRAMIDAL- `'SHRUB TREE AND NEW III JAPONICA VARIE6ATA' STREET ADDRESS (VARIEGATED PIERIS); 5 GAL. VERIFY 5PACING WITH CHAPTER 17.80 of THE YELM MUNICIPAL GORE. PROVIDE ADDITIONAL GROUND COVER AS NECESSARY TO MATCH 505 YELM AVE W ADJACENT. LANDSCAPE SUBCONTRACTOR TO PROVIDE REQUIRED IRRIGATION TO AREA AND To ENSURE IRRIGATION SYSTEM POSITIVELY PREVENTS RUNOFF OR OVERSPRAY CITY STATE ONTO IMPERMEABLE HARD5CAPIE UNDER ALL CONDITIONS, REGARDLESS OF WIND OR EQUIPMENT MISALIGNMENT. LANDSCAPE SUBCONTRACTOR TO LOCATE SPRINKLER MEADS YELM W A BASED ON THOROUGH EVALUATION OF PHYSICAL, ENVIRONMENTAL AND HYDRAULIC SITE CONDITIONS, SPECIFY DRIP IRRIGATION FOR ALL ZONES PLANTED IN ONE-GALLON OR COUNTY LARGER SIZE, SPECIFY VEATHEIR-BASED IRRIGATION CONTROLLERS d SPECIFY CHECK VALVES WHEREVER NECESSARY TO PREVENT LOVI DRAINAGE. T H U R S T Q N SITE PLAN SCALE: I" = PLAN 0 5 10 20 40FT. SP -29 NEVI STEP TANK PER CIVIL DRAININ65 Z&L 1 L IN 1 LI W NSMLH KAI 24 17 1E DNAL DWG, NO CORPORATE DWG. NO, 46 -0263 13365 O" = y 4 aIv t � � a B. AN m w U a t J m m ✓Oa Z a a m d ma maov`o'c "U w J °- am =�o° J a m m 0 oam s� Eo�w 0 °cv 3" mm © m_ ° E ° vas 'mE� °O °`mom wow °cm..`°. Om D H O C Q a°UmV m °c •' n°, m ?' E w ® ; a Y ar-, Ham O � m nr �wwmu u 'd I`a3w cl m« a T"C'n r Li c Ail m LL > s v C. fY 1- z u l v 3 u w i y r LL } L u z _ r r ,. f1 v z �r ASP ®2 N SITE '-'LAN SITE PLAN SCALE: I" = PLAN 0 5 10 20 40FT. SP -29 NEVI STEP TANK PER CIVIL DRAININ65 Z&L 1 L IN 1 LI W NSMLH KAI 24 17 1E DNAL DWG, NO CORPORATE DWG. NO, 46 -0263 13365 O" = y 4 aIv t � � a B. AN m w U a t J m m ✓Oa Z a a m d ma maov`o'c "U w J °- am =�o° J a m m 0 oam s� Eo�w 0 °cv 3" mm © m_ ° E ° vas 'mE� °O °`mom wow °cm..`°. Om D H O C Q a°UmV m °c •' n°, m ?' E w ® ; a Y ar-, Ham O � m nr �wwmu u 'd I`a3w cl m« a T"C'n r Li c Ail m LL > s v C. fY 1- z u l v 3 u w i y r LL } L u z _ r r ,. f1 v z �r ASP ®2 N SITE '-'LAN OWNERIAPPLICANT TAX PARCEL NO: 21724411702 ADDRESS: 505 YELM AVE W YELM, WA 98597 OWNER / APPUCANT: McDONALD'S CORP ZONING: C -1 CONSULTANTS CIVIL SHEA CARR JEWELL 2102 CARRIAGE DRIVE BLDG H OLYMPIA, WA 98502 PH: (360) 352 -1465 CONTACT: ROSS JARVIS, PE SURVEYOR: MTN 2 COAST, LLC 1506 FAIRMEW ST SE OLYMPIA, WA 98501 PH: (360) 239 -1497 CONTACLBLAIR PRIGGE GOVERNING AGENCIES CITY OF YELM: PO BOX 479 105 YELM AVENUE WEST YELM, WASHINGTON 98597 PH: (360) 458 -3835 I ITII ITIFR ac °Ln/ °n err. CITY OF YELM: PO BOX 479 105 YELM AVENUE WEST YELM, WASHINGTON 98597 PH: (360) 458 -8410 STORM DRAINAGE: PRIVATE ON SITE SOLID WASTE LEMAY 2910 HOGUM BAY RD. NE OLYMPIA, WA 98516 ELECTRIC/NATURAL GAS: PUGET SOUND ENERGY - PSE 10885 NE 4TH ST BELLEVUE, WA 98009 PH: (425) 452 -1234 CUSTOMER CONSTRUCTION 3130 S 38TH ST TACOMA, WA 98409 PH: (888) 321 -7779 TELEPHONE: FAIR POINT COMMUNICATIONS 106 SECOND STREET SE YELM, WA 98597 CABLE: COMCAST 410 VALLEY AVE NW, STE 9 PUYALLUP, WA 98371 PH: (253) 261 -0945 FX: (253) 864 -4215 CONTACT: ERIC PARTON, COMCAST BUSINESS SERVICES GROUP LEGAL DESCRIPTIONS: 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) 17.1101 A, WASHINGTON STATE PLANE COORDINATES, SOUTH ZONE, NAD 1983/91, BASED ON TIES TO THURSTON COUNTY CONTROL MONUMENTS. TAR/837 AND TAl NAAVD VERTICAL 8 BASED ON TIES TO THURSTON COUNTY CONTROL POINTS TAR/837 AND TAR #362. IBM PK NAIL SET 1' NORTHERLY OF STRIPE END IN SOUTHWEST END OF PARKING LOT. M2C POINT / 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. SEC 24, TOWNSHIP 17 N, RANGE 1 E, W.M. I in 11111 I10I>-1 YELM McDONALD'S CONSTRUCTION PLANS YELM, WASHINGTON i� 4/ V� \ i r f 4 Q` f 0 CONCLUSIONS OF LAW: A. THE SITE PLAN RENEW COMMITTEE HAS JURISDICTION TO CONSIDER AND DECIDE THE ISSUES PRESENTED BY THIS REQUEST. PROJECT VICINITY MAP NOT TO SCALE SHEETINDEX SHEET NO. SHEET TITLE SHEET DESCRIPTION 1 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 DEMOUTION 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 UTILITY PLAN 10 C -501 STEP TANK DETAILS 11 C -502 UTILITY DETAILS 30 60 SCALE IN FEET B. THE APPLICANT HAS ESTABLISHED THAT THE REQUEST FOR SITE PLAN RENEW 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 FACIUTY CHARGE (TFC) FOR THE NEW ADDITION SHALL BE BASED ON THE INSTITUTE OF TRANSPORTATION kNGINEERS TRIP GENERATION MANUAL, 7TH EDITION FOR A FAST FOOD RESTAURANT, LAND USE_ CODE (934). 2. AN ENGINEERS ESTIMATE FOR WATER USAGE IS REQUIRED WITH CIVIL PLAN RENEW. IF ADDITIONAL WATER CONNECTIONS ARE REQUIRED BASED ON THE EXPANSION, THE CONNECTION FEE AND METER FEE WILL BE ESTABUSHED AT THE TIME OF BUILDING PERMIT ISSUANCE. ALL CONDITIONS FOR CROSS CONNECTION CONTROL AS REQUIRED IN SECTION 246-20-490 WAC SHALL BE MET PRIOR TO ISSUANCE OF CERTIFICATE OF OCCUPANCY. 3. THE STEP SYSTEM IS REQUIRQD 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 RENEW. 4. MAINTENANCE OF THE PRE - TREATMENT SYSTEM (GREASE INTERCEPTOR) WILL 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 %ALL 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 SHAM INCLUDE A FINAL LANDSCAPING PLAN SHOWING REQUIRED LANDSCAPING ON THE SOUTH PROPERTY LINE AND AROUND THE REFUSE ENCLOSURE. 7. REFUSE COLLECTION AREAS SMALL 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 SOLD 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 B. THE CIVIL ENGINEERING PLAN$ SHALL INCLUDE AN ILLUMINATION PLAN CONSISTENT WITH THE YELM DESIGN GUIDELINES. 9. THE DRIVEWAY APPROACH TO YELM 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 ASSURE FIRE TRUCK TURNING RADIUS. C. THE SITE PLAN IS VALID FOR EIGHTEEN (18) MONTHS FROM THE DATE OF THIS APPROVAL. THE APPLICANT 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 DEPARTMENT AT (360) 458 -3835. 04 -12 -2013 BY DATE' Diredor of Public Works APPROVAL EXPIRES. k k aam rc rc � S Q FI a U W 0 al0 Imam r11; b iY ° oSi TA¢A J 2 cl a ¢ °Y eg 'i$ € C�SO5 0 as w 00 wa z EC Z O O Z � W Z 0 wz W S N ✓T U w iS Z U 3 ° '0 n dNU 0w how w �w3 J U1 O ^ w LLa J z_ g F w m N VI N 3m3 Z w�3 0 >„ 3 U N a o oc � U N 0 S N r11; b iY ° oSi TA¢A J 2 cl a ¢ °Y eg 'i$ € C�SO5 w as i ; wa EC Z O O Z � W 3 w W Q 0 Of O Q i ; wa EC Z O O Z � W 3 > W S N ✓T 0 } ma6l N O j iS Z N 0 n Al2 -282 -/146 -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 WISHA 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 REWIRED INSPECTIONS. ANY REQUIRED INSPECTION TEST WILL 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 REQUIRED WORK. 5. THE CONTRACTOR SHALL PROVIDE A WARRANTY ON ALL WORKMANSHIP AND MATERIAL FOLLOWING ACCEPTANCE OF THE PROJECT BY THE OWNER. 6. THE APPROVAL OF THESE PLANS BY THE CITY OF YELM DOES NOT REUEVE THE CONTRACTOR OR DEVELOPER OF THE RESPONSIBILITY TO COMPLY WITH THE REQUIREMENTS OF OTHER GOVERNING AGENCIES. 7. CAUTION - NOTICE 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 REUED ON AS BEING EXACT OR COMPLETE. CONTRACTOR TO CALL 1- 800 - 424 - 5555 48 HOURS PRIOR TO PLANNED EXCAVATIONS. B. 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, DIA, LENGTH, CONDITION, PIPE TYPE, SLOPE AND VERTICAL AND HORIZONTAL AUGNMENT 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 PUBUC 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 AGC STANDARD GUIDELINES AND BEST MANAGEMENT PRACTICES (BMP'S). 14. CONTRACTOR TO MAINTAIN EROSION CONTROL FACIUTIES IN ACCORDANCE WITH DRAINAGE DESIGN MANUAL FOR THE CITY OF YELM, THURSTON COUNTY EROSION CONTROL MANUAL, DEPARTMENT OF ECOLOGY STORM WATER MANUAL AND ACC 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, UGHTING, ETC REQUIRED 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 ACCESS/HAUL 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 ESTABUSHED 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 INSTAWNG 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 UTILITY 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 SHALL BE IN ACCORDANCE WITH CITY OF YELM STANDARDS, AND THE MOST CURRENT COPY OF THE STATE OF WASHINGTON STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION. 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TRAFFIC CONTROL IN ACCORDANCE WITH MUTCD. PRIOR TO DISRUPTION OF ANY TRAFFIC, TRAFFIC CONTROL PLANS SHALL BIE PREPARED AND SUBMITTED TO THE CITY FOR APPROVAL NO WORK SHALL COMMENCE UNTIL ALL APPROVED TRAFFIC CONTROL IS IN PLACE. 3. ALL CURB AND GUTTER, STREET GRADES, SIDEWALK GRADES, AND ANY OTHER VERTICAL AND /OR HORIZONTAL ALIGNMENT SHALL BE STAKED BY AN ENGINEERING OR SURVEYING FIRM CAPABLE OF PERFORMING SUCH WORK. 4. WHERE NEW ASPHALT JOINS EXISTING, THE EXISTING ASPHALT SHALL BE CUT 170 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 STEAL 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 ACCORDANC[ WITH THE STANDARD SPECIFICATIONS. 6. SUBGRADE INSPECTION SHALL BE PERFORMED BY AN APPROVED TESTING FIRM AND FORMS SHALL BE INSPECTED FOR LINE AND GRADE BY AN ENGINEER BEFORE POURING CONCRETE. 7. CERTIFICATION AS TO CONFORMANCE SHALL BE PROVIDED TO THE CITY PRIOR TO ACCEPTANCE OF WORK. 8. THE CONTRACTOR/DEVELOPER SHALL FURNISH AND INSTALL ALL PERMANENT SIGNING. SEC 24, TOWNSHIP 17 N, RANGE 1 E, W.M. DRAFTING SYMBOLS XX -01 ......... DETAIL NUMBER XX-Ol .SHEET NUMBER DETAIL IS LOCATED ON xX -A • 111111 SECTION NUMBER XX -01 ..........SHEET NUMBER SECTION IS LOCATED ON Q ...............CONSTRUCTION NOTE SYMBOLS xx XX ❑X LEGEND (SURFACE FEATURES DECIDUOUS TREE CONIFER TREE ...,...MAPLE TREE DOUGLAS -FIR TREE STUMP SHRUB BIKE RACK MAIL BOX -- WHEEL STOP STREET SIGN AS DESCRIBED) 0 ALUMINUM CA AERIAL PANEL BRASS CAP 0 CONCRETE MONUMENT E,... HUB AND TACK IRON PIPE LEAD AND TACK MAC NAIL +. MONUMENT IN CASE PK NAIL 0 REBAR AND CAP sc SCRIBE m STONE LINE TYPES _.. _.. _.. WOOD FENCE - CHAIN UNK FENCE WIRE FENCE GROUND TOE - - GROUND TOP -- so -- SD SA) -- STORM LINE ss -- ss -ss- SANITARY SEWER LINE i -- r -- T - BURIED TELEPHONE OH - -- OH --- T -0H -- OVERHEAD TELEPHONE P --- P 0 - -- -P--- BURIED POWER - -OH---- - -OH- OVERHEAD POWER ------ WATER LINE NATURAL GAS LINE & D } AC ADD'L ADJT AFF AP APPROX ARCH ATB AVE BCR BEV BGS BILK BLDG BM BVC C CB CF CIRC CIP CIP MON ci i CL CLR CO COMM COMPT CONC CONST CONT COORDI 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, EXIIST EXP FDC EON FF, FFE FG FH FIN FL FT G GALV GRND GV HH HORIZ HT IE IN JB, J -IBOX JT kW kV KWH ABBREVIATIONS NOTE; NOT ALL ABBREVIATIONS WILL BE UTILIZED WITHIN THESE PLANS AND LF LINEAR FEET ANGLE LP LOW POINT APPROXIMATELY LT LEFT AT CENTER LINE M LEGEND (UTILITIES) °°`"°NOM MFR M CABLE MARKER POST W SS CLEANOUT MANHOLE CABLE RISER PEDESTAL MIN M SS MANHOLE 4^, CABLE VAULT/MANHOLE �) SS MARKER POST --< CULVERT 0 SEPTIC TANK -p LUMINAIRE WITH ARM N N STORM CATCH BASIN p LUMINAIRE D STORM MANHOLE # LANDSCAPE/YARD LIGHT ADDITIONAL N STORM CLEANOUT kU NATURAL GAS MARKER POST STORM ROOF DRAIN ® NATURAL GAS METER NOT IN CONTRACT STORM YARD DRAIN Cr:) PROPANE TANK M STORM MARKER POST O NATURAL GAS VALVE C6 TELEPHONE CABINET {}a POWER CONDUIT DI TELEPHONE JUNCTION BOX ,L GUY ANCHOR Cr, TELEPHONE RISER cP" GUY POLE ;J TELEPHONE MARKER POST p POWER JUNCTION BOX TELEPHONE POLE N POWER MARKER POST r-� To TELEPHONE VAULT /MANHOLE BE POWER METER 0 WATER AIR RELEASE VALVE -0- POWER POLE 8 WATER BLOW OFF K3 PP WITH DROP LINE 42 FIRE DEPARTMENT CONNECTION 0--) PP WITH DROP AND LIGHT a HOSE BIB PP WITH DROP, LIGHT AND TRANSFORMER 0 IRRIGATION CONTROL VALVE PP WITH DROP AND TRANSFORMER ® WATER MARKER POST r - -- PP WITH LIGHT AND TRANSFORMER FB WATER METER PP WITH LIGHT WATER POST INDICATOR VALVE -?- PP WITH TRANSFORMER Vz SPRINKLER HEAD LPL POWER TRANSFORMER � WATER VALVE pj POWER VAULT/ MANHOLE WATER VAULT/MANHOLE WELL LEGEND (SURFACE FEATURES DECIDUOUS TREE CONIFER TREE ...,...MAPLE TREE DOUGLAS -FIR TREE STUMP SHRUB BIKE RACK MAIL BOX -- WHEEL STOP STREET SIGN AS DESCRIBED) 0 ALUMINUM CA AERIAL PANEL BRASS CAP 0 CONCRETE MONUMENT E,... HUB AND TACK IRON PIPE LEAD AND TACK MAC NAIL +. MONUMENT IN CASE PK NAIL 0 REBAR AND CAP sc SCRIBE m STONE LINE TYPES _.. _.. _.. WOOD FENCE - CHAIN UNK FENCE WIRE FENCE GROUND TOE - - GROUND TOP -- so -- SD SA) -- STORM LINE ss -- ss -ss- SANITARY SEWER LINE i -- r -- T - BURIED TELEPHONE OH - -- OH --- T -0H -- OVERHEAD TELEPHONE P --- P 0 - -- -P--- BURIED POWER - -OH---- - -OH- OVERHEAD POWER ------ WATER LINE NATURAL GAS LINE & D } AC ADD'L ADJT AFF AP APPROX ARCH ATB AVE BCR BEV BGS BILK BLDG BM BVC C CB CF CIRC CIP CIP MON ci i CL CLR CO COMM COMPT CONC CONST CONT COORDI 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, EXIIST EXP FDC EON FF, FFE FG FH FIN FL FT G GALV GRND GV HH HORIZ HT IE IN JB, J -IBOX JT kW kV KWH ABBREVIATIONS NOTE; NOT ALL ABBREVIATIONS WILL BE UTILIZED WITHIN THESE PLANS AND LF LINEAR FEET ANGLE LP LOW POINT APPROXIMATELY LT LEFT AT CENTER LINE M MAX M MAXIMUM DEGREE M MFR M MANUFACTURER EQUALS M MH M MANHOLE FOOT M MIN M MINIMUM, MINUTE GREATER THAN M MISC M MISCELLANEOUS INCH M MON M MONUMENT IN CASE NUMBER PERCENT N N N NORTH, NORTHING N/A N NOT APPLICABLE ASPHALTIC CONCRETE N NE N NORTHEAST ADDITIONAL N NEMA N NATIONAL ELECTRICAL MANUFACTURES ADJACENT A ASSOCIATION ABOVE FINISH FLOOR N NIC N NOT IN CONTRACT ANGLE POINT N NO, No N NUMBER APPROXIMATE N NTS N NOT TO SCALE ARCHITECT N NW N NORTHWEST ASPHALT TREATED BASE COURSE AVENUE O OC o BEGIN CURB RETURN BUTTERFLY VALVE BELOW GROUND SURFACE BLOCK(S) BUILDING BENCHMARK BEGIN VERTICAL CURB CONDUIT CATCH BASIN CUBIC FEET CIRCUIT, CIRCULA(R, TION) CAST -IN -PLACE CAST -IN -PLACE MONUMENT CENTER JOINT CENTER LINE GROWNLINE CLEAR CLEANOUT COMMUNICATION COMPACTED CONCRETE CONSTRUCT CONTINU(E, ED, OUS, ATION) COORDINATE CRUSHED SURFACING BASE COURSE CRUSHED SURFACING TOP COURSE CULVERT CUBIC YARD DRIVEWAY DEFLECTION DEGREE DEMOUSH /DEMOLITION DIAMETER DIMENSION(S) DUCTILE IRON PIPE DRIVE DRAWING(S) EAST OR ELECTRICAL EACH END CURB RETURN ELECTRICAL HANDHOLE ELEVATION ELECTRIC(AL) ENGINEER EDGE OF PAVEMENT EQUAL(LY) EQUIPMENT EASEMENT END VERTICAL CURVE EXISTING EXPANSION FIRE DEPARTMENT CONNECTION FOUNDATION FINISH FLOOR (ELEVATION) FINISHED GRADE FIRE HYDRANT FINISH(ED) FIRE UNE/FLANGE FOOT/FEET GAS GALVANIZED GROUND GATE VALVE HANDHOLE HORIZONTAL HEIGHT INVERT ELEVATION INCH JUNCTION BOX JOINT TRENCH KILOWATT KILOVOLTS KILOWATT HOURS OD OSHA P PC PCC PED PI R POC PP PRIG PROP PSE PSI PT PVC PM PVMT PVT PWR QTY R RD REF REINF REQ'D REV RIM RT R/W, ROW S SCHED SD, SDMH SE SECT SHT SP SO SO FT SO IN SS SSMH ST STA STD STRUCT SW SYS T TBD IBM TC TOLE TEMP TOW TP, T/P TYP UDG VAP VC VERT VOL W W/ W/0 WM WSDOT rim 7iSL'a IL�)� OUTSIDE DIAMETER OCCUPATIONAL SAFETY & HEALTH ADMINISTRATION POWER, POWER VAULT POINT OF CURVATURE POINT OF COMPOUND CURVE PEDESTAL POINT OF INTERSECTION PROPERTY UNE 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 STRUCTURE(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 1w, 9:111t 0 k p 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 YARD DRAIN 04 -12 -2013 APPROVED FOR CONSTRUCTION BY: DATE' D,eolor o! Public Works APPROVAL EXPIRES. O F a U w 0 m0 G rc ¢ M � F- r- 15 g a a a n n _ro n n � Y n n � W 0 z 0 W 0 z U�m Z W U dA0 Q> M r W�� J (D 0 M W LLa z F 0vw D mrvH z U0 >M°3 0 �a 1! I a o uu N 1 O J N (� IOU J �e% =g � g 0 o T38=$E € 0 w i. W 1JLj W J Q 0 of O Q Z �0- Q W jr Z n Z W O Z in LLI 1 __J Z) L m 04 O F W n OU CO m� Al2 -282 - /46 -0263 C -002 Al2 -282 - /46 -0263 C -002 SEC 24, TOWNSHIP 17 N, RANGE 1 E, W.M. 14,9 73 r _ _ ___ •I,�= � __ � '.'+Sr"' -�� _. ifA _. � c , —n --Tor, IQ I I _ I I a- � I 1 V i I v II I ' I i 1 I � 1 i i CALL BEFORE YOU DIG THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING THE UNDERGROUND LOCATE LINE AT (800) 424 -5555 A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATION. 3 LEGAL DESCRIPTION LOT 2 OF SHORT SUBDIVISION SS -8076 AS RECORDED IN VOLUME 26 OF SHORT PLATS AT PAGE 374, RECORDS OF THURSTON COUNTY, WASHINGTON. (LEGAL DESCRIPTION PER THURSTON COUNTY ASSESSOR'S DATA, NO TITLE REPORT WAS PROVIDED) DATUM HORIZONTAL WASHINGTON STATE PLANE COORDINATES, SOUTH ZONE, NAD 1983/91, BASED ON TIES TO THURSTON COUNTY CONTROL MONUMENTS. TAR/837 AND TARk362 VERTICAL NAVD 1988 BASED ON TIES TO THURSTON COUNTY CONTROL POINTS TARN837 AND TAR /362. TBM PK NAIL SET 1' NORTHERLY OF STRIPE END IN SOUTHWEST END OF PARKING LOT. M2C POINT 0 101, ELEVATION 349.22 UTILITIES NOTE: THE UNDERGROUND UTILITIES ARE SHOWN HEREON BY FIELD LOCATING SURFACE APPURTENANCES AND REFERRING TO RECORDS PROVIDED BY CLIENT. CONTRACTORS WILL VERIFY INFORMATION REGARDING THE LOCATION AND SIZES OF ALL UNDERGROUND UTILITIES BEFORE COMMENCING CONSTRUCTION. 0 10 SCALE IN FEET 20 04 -12 -2013 APPROVED FOR CONSTRUCTION BY DATE: Endo, of Public Works APPROVAL EXPIRES'. Elm a lump J o ; s !jib$g 0 c Ej ac e -4 oo m� N 0 = $; ir m 0 wN Q Ny� � co z z O D 0 ; Wz O < C-) N UN � O Z W U � °o drvu k Q U' d M � o W 1 Z w p F n o LL a J? �eU 11 <� E LiJ W 1 J m m N N 3m3 � Z w�3 U0 U oa Q L' a m a u N O 0. N J o ; s !jib$g 0 c Ej ac e -4 LLJ oo m� eo = $; ir 0 wN Q Ny� � co M <4 O D � LLJ Q A $; ir o (n � d O ; O O < C-) N Z Zjr O 3 D k J U' gg A if M Z p F n Z�j eo N U E LiJ Al2 -282 - #46 -0263 C -100 SEC 24, TOWNSHIP 17 N, RANGE 1 E, W.M. CALL BEFORE YOU DIG THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL EXISTING UTIUTIES. THE CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING THE UNDERGROUND LOCATE LINE AT (800) 424 -5555 A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATION. EROSION CONTROL LEGEND SILT FENCE INLET PROTECTION EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR DEMOLITION LEGEND SAWCUT DEXISTING ASPHALT AND BASE TO BE REMOVED EXISTING CONCRETE TO BE REMOVED DEMOLITION: 1 REMOVE STRIPING. 21 REMOVE CONCRETE CURB AND BACKFILL TO 957 COMPACTION. 3� REMOVE CONCRETE. ® SALVAGE LIGHT POLE, DEMO EXISTING FOUNDATION, AND BACKFILL TO 95% COMPACTION. �5 REMOVE SANITARY SEWER PIPE AND BACKFILL TO 95% COMPACTION. © REMOVE AND SALVAGE MCDONALDS DRIVE -THRU SIGN. DEMO FOUNDATION AND BACKFILL TO 95% COMPACTION. 7� REMOVE AND SALVAGE DRIVE -THRU MAXIMUM HEIGHT POLE. DEMO FOUNDATION AND BACKFILL TO 95% COMPACTION. 8Q ADJUST IRRIGATION CONTROL VALVE LID TO PROPOSED GRADE. 9 REMOVE AND SALVAGE SPEAKER. DEMO FOUNDATION AND BACKFILL TO 95% COMPACTION. 10 REMOVE AND SALVAGE RAIN GUARD. DEMO FOUNDATION AND BACKFILL TO 95% COMPACTION. 11 REMOVE AND SALVAGE MENU SIGN. DEMO FOUNDATION AND BACKFILL TO 95% COMPACTION. 12 REMOVE BOLLARD, DEMO FOUNDATION, AND BACKFILL 95% COMPACTION. 13 REMOVE ASPHALT PAVEMENT. 14 PROTECT EXISTING STEP SEWER TANK, PUMPS, ELECTRICAL CONDUITS AND ACCESS RISERS. 15 SAWCUT 2 FEET INSIDE PROPOSED FACE OF CURB, 0 10 20 SCALE IN FEET 04 -12 -2013 APPROVED FOR CONSTRUCTION BY'. DATE'. Director of Public WorkS APPROVAL EXPIRES. OF, ImI O z0 F a U N W � 3 �.i id 6 � ,jig Ail$° `3^ c IM 41CI l o ° si I KIN !1 A eo p mWN � � mWN N 0 Z J m LIJ z z 0 W 0 z z U w �J z U 3 00 Quo Q w how inw 00 W J N °LLa 0 Q < �k O Q J fi IQ 07O �a� x� D rn N N 3m3 a:2 z w °3 N 0 >> °3 m: a Y N 6 � ,jig Ail$° `3^ c IM 41CI l o ° si I KIN !1 A eo p mWN � � mWN Al2 -282 - /46 -0263 C -200 zQ Z J LIJ W LLJ 0 W Q �J — < OQ 00 ; :2D_ w 0_ z inw 00 C� z� N LLI }Z 0 Q < �k O Q J fi IQ 07O �a� x� N Z U a:2 Z O o f 0 N FF-- m: Al2 -282 - /46 -0263 C -200 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 WARE 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 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 WARE 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 DIKES- 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, MULLIN BURST STRENGTH EXCEEDING 250 PSI, ULTRAVIOLET STA81UTY 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 PROTECTION, 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 i FT BEYOND EACH SIDE OF THE INLET STRUCTURE. USE HARDWARE CLOTH OR COMPARABLE WIRE MESH WITH 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 WATH 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/LINEAR 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 CAVING 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 EIUTRAUTxe: 1. MATERIAL SHALL BE 4' TO 6" QUARRY SPALLS AND MAY BE TOP - DRESSED WITH 1" TO 3' ROCK. (STANDARD SPECIFICATIONS). 2. THE ROCK PAD $HALL BE AT LEAST 12 INCHES THICK AND 100 FEET LONG. WIDTH SHALL BE THE FULL WIDTH OF THE VEHICLE INGRESS AND EGRESS AREA SMALLER PADS MAY BE APPROVED FOR SINGLE- FAMILY RESIDENTIAL AND SMALL COMMERCIAL SITES. 3. ADDITIONAL ROCIK SHALL BE ADDED PERIODICALLY TO MAINTAIN PROPER FUNCTION OF THE PAD. 4. IF THE PAD DOE$ 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 FOR 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 OF SILTS TO OFF -SITE PROPERTIES. 3. EROSION CONTROL MEASURES SHALL BE IN PLACE PRIOR TO THE BEGINNING OF CONSTRUCTION. THE PROJECT ENGINEER AND THE REVIEWING AGENCY SHALL INSPECT AND APPROVE THE INSTALLATION OF EROSION CONTROL MEASURES PRIOIR TO BEGINNING CONSTRUCTION. A. INSTALL 'INLET SEDIMENTATION AS SPECIFIED AT ALL CATCH BASIN LOCATIONS IMMEDIATELY UPON ARRIVAL AT PROJIECT /CONSTRUCTION SITE. B. STABIUZEM CONSTRUCTION ENTRANCE CONFORM TO DETAIL BMP C105/EC -02 STABILIZED ENTRANCE. STABILIZED CONSTRUCTION ENTRANCE TO BE INSTALLED AT ALL INGRESSAGRESS POINTS TO CONSTRUCTION SITE. 4. ALL EROSION /S1= DIMENTATION 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 FOR IMPLEMENTATION, MAINTENANCE, REPLACEMENT, AND ADDITIONS TO THE SYSTEM AS REQUIRED BY THE OWNER, THE ENGINEER, OR THE CITY OF YELM. 5. CONTRACTOR TG 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 WWTH ALL LOCAL AND STATE EROSION CONTROL REQUIREMENTS MAY RESULT IN CIVIL PENALIZES BEING LEVIED AGAINST THE CONTRACTOR. 7. DURING THE WEI SEASON (OCTOBER 1 THROUGH APRIL 30 INCLUSIVE), ALL DISTURBED SOILS SHALL BE STABILIZED WITHIN 48 HOURS AFTER STOP OF WORK. EROSION CONTROL MEASURES SHALL INCLUDE, BUT ARE NOT LIMITED TO, 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_ 8. 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 MORE 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 DEWATERING DEVICES SHALL BE DISCHARGED IN A MANNER THAT WILL NOT ADVERSELY AFFECT STREAMS, DRAINAGE SYSTEIMS, OR OFF -SITE PROPERTIES. 14. TRACKING OF SOUL, 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 SOUL, 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 WITH EROSION CONTROL SEED MIX. INCLUDING BUT NOT UMITED 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 BE', 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 WATHOUT AUTHORIZATION FROM THE PROJECT ENGINEER OR OWNERS REPRESENTATIVE WHICH WILL BE CONDITIONAL ON IMPLEMENTATION OF A PROCEDURE TO PREVENT SEDIMENT TRANSPORT. 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) DAYS. A GRATE FRAME OVERFLOW BYPASS SEDIMENT AND DEBRIS CROSS SECTION NOT TO SCALE VIEW NOT TO SCALE DATE: STORM DRAIN INLET PROTECTION W/ CB FILTERS avzaw INTS IN FILTER FABRIC SHALL BE SPLICED AT STS, USE STAPLES, WIRE RINGS OR EQUIVALENT TO TACH FABRIC TO POSTS TER FABRIC MATERIAL, 60" WIDE ROLLS, USE APLES OR WIRE RINGS TO ATTACH FABRIC TO WIRE 2 "x14 GO WIRE FABRIC OR EQUIVALENT, IF ANDARD STRENGTH FABRIC USED TT- e / I o / /, N , IF I I u BURY BOTTOM OF FILTER MATERIAL IN 4 "X4" MIN TRENCH 6' -0" MAX POST SPACING MAY BE INCREASED TO 8' IF WIRE BACKING IS USED 4'x4" MIN TRENCH, PROVIDE 3/4' TO 1 -1/2" WASHED ROCK OR NATIVE BACKFILL 2X2' WOOD POSTS, STEEL FENCE POSTS, OR EQUIVALENT r SILT FENCE 04 -12 -2013 APPROVED FOR CONSTRUCTION BY: DATE Director of Public Works 2Iml i k 4 � k � g al0 e ilia o1' e SD.c 142 -11 N a i C ^gskyYG� Ee C C Sit- 8 se � NibiI IS E8 J �N �_ �t�V m W 0 W $ ID = U z w 0 3ti0 0 wa > aM� ' 3 J awl o " z LLa g '\' I v J mryN m 3M3 � Z w�3 0 >�°3 0 U ra W V/ a g x u Gee o f N e ilia o1' e SD.c 142 -11 N a i C ^gskyYG� Ee C C Sit- 8 se � NibiI IS E8 J �N �_ �t�V Al2 -282 - /46 -0263 C -201 W W $ $ wa o Z 3 O Q Ld o x Gee ; O CO N Z N f i Z O J U Q R } Z L J m0- £Op NO a(n n p m O Q � Z - Q N O W Q m$ Al2 -282 - /46 -0263 C -201 SEC 24, TOWNSHIP 17 N, RANGE 1 E, W.M. LEGEND PROPERTY LINE CROSSWALK ',... •i PROPOSED BUILDING L o i CONCRETE /SIDEWALK �i ASPHALT PAVING ® HANDICAP PARKING \ ® DUAL SLOPE BLOCK \ MOUNTABLE CURB (PER WSDOT STANDARD PLAN F- 10.64 -02) - '... u , 34 34 3u, _ STA: 10 +60.39 • �) OFF: 165.23' LT STA: 165.11' 9 - ' ! OFF: 165.11' LT � i r ; I I , 204' I STA: 10 +40.01 ° '.,. ••.! I '....... N: 594797.62,. E: 1112946.99 '•I OFF: 144.11 LT 11.06' 8.92 I { :I BEGIN CURB. INSTALL 3' HIGH a STA: 11 +04.14 YELLOW REFLECTIVE STA: 10 +60.51 TUBULAR MARKER. OFF: 121.01' LT OFF: 144.73' LT STA: 11 +32.00 _ ° © © o-- /i_ (INSTALL WITH EPDXY ° STA: 11 +08.02 OFF: 123.02' LT ©© \,r I PER WSDOT SPECS) ' STA: 10 +60.51 STA: 10 +98:64 OFF: 121.02' LT - Z ° OFF: 132.73' LT OFF: 115.51 LT ��•� STA: 11 +11.02 STA: 11 +32.01 r- STA: 10 +83.43 STA: 10 +97.89 OFF: 102.02' LT I STA: 10 +40 51 OFF: 118.02' LT 1 OFF: 123.01' LT OFF: 112.50' LT - RE STRIPE �,EX. WHITE OFF: 13260' LT STA: 11 +27.27 DIRECTIONAL ARROWS. \ STA: 11 +43.68 STA: 10 +74.48 -- N / / / $ STA: 11 +11.02 OFF: 97.04' LT `r'f /H't' -1 1 r Q OFF: 97.02' LT STA: 10 +42.51 STA: 10 +59.29 OF 112.50' LT �/ �� )Lj/ 7 OFF: 102.02' LT OFF: 130.61' LT' OFF: 130.61' LT STA: 10+74.08 - -JAIO p f a OFF: 109.79' LT " LJ Fe - STA: 10 +70.25 o OFF: 111.44' LT , Y� /, Lo STA: 10 +71.77 R16. a 116.75' II STA: 12 +39.72 I � u, OFF: 102.04' LT OFF: 110.12' LT ° .,. STA 12+81.96 I STA: 10 +73.94? ° • II STA: 12 +54.48 `& -OFF: 102.48' LT ;y I OFF: 105.44' LT ° OFF: 102.1] LT W STA: 10 +39.91 STA: 10 +73.64 09, _ ,o ti S OFF: 89.11' LT OFF: 104.40' LT 10 +88.95 STA: 10 +98.64 W n STA: 10 +41.91 STA: 10+72.15 STA: 10 +84.15 I OFF.,A"3' LT OFF: 111.81' LT ' OFF: 89.13' LT OFF: 97.80' LT OFF'? 97.89' LT a � ° , a STA: 10 +98.64 �; STA: 12 +54.10 STA( 12 +81.97 R35.79' o,„ a OFF: 110.96' LT , / / /� OFF: 96.24' LT OFF,, 96.45' LT W t - a r. STA: 11 +00.26 -. I > '.# a ° STA: 12 +39.80 4' YELLOW PAINT OFF: 102.97 LT' nr ; ; STA: 10 +66.22 •' ==3 �' - ° OFF: 96.04' LT 2' ON CENTER J � OFF: 85.40' LT a ,I l \ STA: 10 +72.40 ° OFF: 77.92' LT ° , \ I 12° WIDE PRECAST I \-' CONCRETE DIAL STA: 10 +84.40 STA: 11 +83.64 ° • 1' FACED MOUNTABLE; OFF: 77.93' LT 'I9?� ° (�� ,nom ° STA: 11 +0KK 63 ( OFF: 56.60' LT r CURB PAINTED OFF. FD F'S IT 1 YELLOW. o am O a U W 0 00 m z O Wz x V w 3�2 z U Q N o J 0) 0 z ^ D mN� z N 3 Z 0 0 >M3 U0 (n w V / c� a D � V N 5 � N r8 E ; J °3 KID J � � : 111,30 � 1° N N $i3�°ao :O ED 8 C0 >; is 0- yy1 = °y�4E O Re 8,121 L �s�skgp�i a�;8$� 00 0 R. ' -- . -. -.. - -.- f ' TA: 10 +59.70 mn: IUt6U.2b OFF:; Z .,, OFF: 32.71' LT -- 36.42' LT Q H n STA: 10 +57.72 � � � � . � � � � -- -- � � � � 1 � � � W _j 11+00 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. 12 +00 I I 0 10 20 -- - -- '•. SCALE IN FEET O 0_ O � w � w m O Q 0_ �( g g g LL I- k D. 3A,? W Z S S N N F ; eO bf WAS Cfs f M M � it N i 0 00 m z O Wz x V w 3�2 z U Q N o J 0) 0 z ^ D mN� z N 3 Z 0 0 >M3 U0 (n w V / c� a D � V N 5 � N r8 E ; J °3 KID J � � : 111,30 � 1° N N $i3�°ao :O ED 8 C0 >; is 0- yy1 = °y�4E O Re 8,121 L �s�skgp�i a�;8$� 00 0 R. ' -- . -. -.. - -.- f ' TA: 10 +59.70 mn: IUt6U.2b OFF:; Z .,, OFF: 32.71' LT -- 36.42' LT Q H n STA: 10 +57.72 � � � � . � � � � -- -- � � � � 1 � � � W _j 11+00 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. 12 +00 I I 0 10 20 -- - -- '•. SCALE IN FEET O 0_ O ; O Q 0_ �( LL I- k D. 3A,? W Z S S ; eO bf WAS Cfs O O ti N $ Z w J 9 T _j > z o e O} SSIONAL N ECG N Z a °- m 04 -12 -2013 ON U o APPROVED FOR CONSTRUCTION A72 -282 - X46 -0263 By DATE' Director of Public Works rO r C -300 APPROVAL EXPIRES x SEC 24, TOWNSHIP 17 N, RANGE 1 E, W.M. LEGEND - - - W, . �- IoS - '" SaS I,. . - - .:..- _ - - a EXISTING MAJOR CONTOUR >' -,TL. - ct,. _.. ,1,i - ;, 1�L +x -__ - -. -. EXISTING MINOR CONTOUR fi=r -.� ,w� •r,•„- . - - •!a. - - - �T1r . -._ - - - +�*++� -^ ++ �� r�� - - ' - - ' KK PROPOSED MAJOR CONTOUR ---XX PROPOSED MINOR CONTOUR 9 R - - - -- -GRADE BREAK xxx.xx SPOT ELEVATION xz SLOPE LABEL EG EXISTING GRADE ( ( ( ( fG FINISHED GRADE EG TC TOP OF CURB i ° DRAINAGE NOTE: I, CONNECT NEW FOOTING AND ROOF DRAINS TO EXISTING SYSTEM. • t +I DRAINAGE KEY NOTES: END 2 I BEGIN 1 I I� 4 g c In 1� INSTALL EXTRUDED CURB PER DETAIL ON SHEET C -401. II I) {� '� FG o " " "�`" '" v: ' • ' 02 INSTALL CEMENT CONCRETE BARRIER CURB PER CITY OF YELM 349.67 FG 1 BEGIN ( '� I 349.32 ° ° ° j 6" THICKENED EDGE SIDEWALK ' -`� STANDARD DRAWING NO 4-13 ON SHEET C -401. FG ° _ 350.48 F ��3 0 7 F 350.42 F r-'. & EF�i ' LFG 7 „ 350.46 F 350.49 FG - V ' LLJ ° ° 350.6C 350.98 TC 350.47 F 350.97 TC 350.52 TC 350.04 F 1 p - �C 350.99 TC 349.90 350 2 • 350 5 351.67 ° 350.9 6 T ' -� ( o i1 -`., -. FG FG FO ° _ EG_ Z LU ( FG ° °349.7 - 351.02 ° 000op o8 �. °.o.. ro .349.46 5-- -- '.5 SS---- SS 1- -SS° - ° --55 --- -SS-- -'S - --SS -- SS ° q ° o p 4i`" 350.57 F -8.0 8 eyz� °_ ro FG ° EG ° -- aS 1 -; ° ° 7.39 0 80% �I -8.) -�4.4X ° _ `2 e DRAINAGE SUMMARY: ° - �/ /1., 1 r -' : 349.89 35b 1 ( Ems' W BEGIN 1 p o- ° r ` 350010 FG FG e350.58 351.54 I TOTAL AREA: 37,500 SQUARE FEET (0.861 ACRES) 351.02 350.10 F I FG p. ff, �/�! ! / �/ �/ EXISTING CONDITIONS ' 349.53 o �� ix' EX. BUILDING: 2,587 SF (0.059 ACRES) EG 1.5% MAX 350.28 349.17 ° ° ( ` I • EX. PAVEMENT: 21,224 SF (0.487 ACRES) FG L(D ALL DIRECTIONS - FG e 1 350 281 r y EX CONCRETE SIDEWALKS' 867 SF (0.020 ACRES) 1 FG ! ( .� ,I TOTAL EX. IMPERVIOUS: 24,678 SF (0.567 ACRES) � 349.69 ° ..°.E''� �� ( FINISHED FLOOR 1 1 TOTAL EX. PERVIOUS: 12,822 SF (0.294 ACRES) FG g �° �� ELEV= 351.07 ° - t 1• ' -� 349.1 °349.8 ' DEVELOPED CONDITIONS: FG FG ° ° ° �' /r� , <I EX. BUILDING: 2,587 SF (0.059 ACRES) f f° BUILDING ADDITION: 762 SF (0.017 ACRES) I o I 1.5X MAX !� 351.02 � � ' '� DEMOB LANDSCAPE /NEW IMPERVIOUS: 1,271 SF (0.029 ACRES) s ° e ° ALL DIRECTIONS // EX. PAVEMENT TO REMAIN: 19,187 SF 0.440 ACRES) 350.5 a���„ ' 350.3 ff 1 �D �i t �' CONCRETE SIDEWALIS• 867 SF (0020 ACRES) -- 350.00 �� O ° ^ °" FG ° ° .,! TOTAL DEV. IMPERVIOUS: 24,674 SF (0.566 ACRES) 350.5 FG - <° TC �° i o i f (' EX. LANDSCAPE TO BE REPLACED: 498 SF 0.011 ACRES 350.14 FH 349.0 o ° ° ° FG ° ° _ • ! DEMO�D IMPERVIOUS /NEW LANDSCAPE: 1,275 SF (0.029 ACRES FG ° ° p �( - °� _ I ° ° -- - -r y, 1 END I EX. LANDSCAPE TOR MAIN• 11.053 SF (0254 ACRES) 1 349.31 T a° ° ° ° ° ° ., t_ ' %-, 't ° p' ° ° 350.78 ° 1 -) TOTAL DEV. PERVIOUS: 12,826 SF (0.294 ACRES) WITA HORIZONTAL WASHINGTON STATE PLANE COORDINATES, SOUTH ZONE, HAD 1983/91, BASED ON TIES TO THURSTON COUNTY CONTROL MONUMENTS. TARP37 AND TAR1362 VRTICAL NAVD 1988 BASED ON TIES TO THURSTON COUNTY CONTROL POINTS TAR#837 AND TARi362. TBM PK NAIL SET 1' NORTHERLY OF STRIPE END IN SOUTHWEST END OF PARKING LOT. 112C POINT 1101, ELEVATION 349.22 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. 20 04 -12 -20/3 APPROVED FOR CONSTRUCTION BY'. DATE. Director of Pudic Works APPROVAL EXPIRES. 0 � m k k � t rc rc � W UW ZU ' W In Z !`l`< 7 U0 r^ U U/ 0 N O W z z O z_ x 300 4N0 d M � O w � m w = C U' U � oaw m N V >1 M M > 0 m 3 0 w a z V N O $I t 9s Cn e � 0 A ey g�4iE � °o I o O O e Z Q J d FG ° ° ,n ° 350.6 a -- ° EG, -- n R 3 •.. o EG, �I _- -__ .. i Z Z Eli �o ° 1 BEGIN ." z Z p ADDITIONAL DETENTION AND WATER QUALITY IS NOT REQUIRED. THE D Z Q o ° °° ° ° ° ., ;±1'.. PROPOSED IMPROVEMENTS DECREASE THE AMOUNT OF IMPERVIOUS 350.19 350.5 ° e 4 °° ° ° 350.8 / " RFACI G BY 4 ARE FEET, HENCE ADDITIONAL DETENTION IS NOT o EG ° �s�° c EG ° ° ° EG REQUIRED. THE AMOUNT OF POLLUTION GENERATING IMPERVIOUS "s I ! '349.50.. '' _ "- -- "- -- "- - "- - - - - i I , °< 7 SURFACING HAS BEEN DECREASE BY 766 SQUARE FEET, HENCE ADDITIONAL IS NOT REQUIRED. N FG - -. _ WATER QUAUTY -- - I 1 END 349.18 -- you END 1 {� -2.19> r "I�j,h V FG -. ru - - - - - 4` r 349.19 �,' ti. j ,.. GE TG` p. i EG /348.6 I, 1 2 BEGIN "s _.- cc- -- 1 G -... ._ .TOE - 10, � - WITA HORIZONTAL WASHINGTON STATE PLANE COORDINATES, SOUTH ZONE, HAD 1983/91, BASED ON TIES TO THURSTON COUNTY CONTROL MONUMENTS. TARP37 AND TAR1362 VRTICAL NAVD 1988 BASED ON TIES TO THURSTON COUNTY CONTROL POINTS TAR#837 AND TARi362. TBM PK NAIL SET 1' NORTHERLY OF STRIPE END IN SOUTHWEST END OF PARKING LOT. 112C POINT 1101, ELEVATION 349.22 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. 20 04 -12 -20/3 APPROVED FOR CONSTRUCTION BY'. DATE. Director of Pudic Works APPROVAL EXPIRES. 0 � m k k � t rc rc � W UW ZU ' W In Z !`l`< 7 U0 r^ U U/ 0 N O W z z O z_ x 300 4N0 d M � O w � m w = C U' U � oaw m N V >1 M M > 0 m 3 0 w a z V N O $I t 9s Cn e � 0 A ey g�4iE � °o I o O O e Z Q J d Al2 -282 - #46 -0263 C -400 W Uj W n R 3 0 0a M Z Z Eli �o ; < z Z p N 0_ U3 D Z Q Z �o Nma0 04010 Z a Q 4 0 A Al2 -282 - #46 -0263 C -400 4" TRAFFIC BLUE STRIPING AT 2'0' O.C. (TYP.) RESERVED PARKING s.,n�rrcaueo R7 -801 (12" /W 1 \ \ \1 4" TRAFFIC WHITE J STRIPING (TYP.) ACCESSIBLE PARKING STRIPING (PAINT) NTS 2' 3' COMMERCIAL HMA L8' BALLAST ASPHALT PAVING SECTION 6" PORTLAND CEMENT CONCRETE (4,000 PSI) �-8" BALLAST CONCRETE PAVING SECTION NITS 2" CSTC 4" PORTLAND CEMENT CONCRETE (3,000 PSI) 11 =1 1 -1II I� 1 =L1 LI =1 1 =1 1 =1 1= 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.- z3" (TYP.) 2'±1/4' WHITE SYM r TRAFFIC WHITE STRIPING (TYP.) SEE SHEET HC.01 FOR STRIPING DIMENSIONS SEC 24, TOWNSHIP 17 N, RANGE 1 E, W.M. LOCATEltlLt YAKKING PARKING 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 CONTROL ONLY. 3. ALL DIMENSIONS ARE TO CENTER OF STRIPE UNLESS OTHERWISE INDICATED. STRIPING AND SYMBOL (PAINT) NTS #3 BAR (T 2' R. 2" R.—\ 3" (TYP.) 2 -it /4" 10" 2' T 5" 2' LRr R1" BOND TO ASPHALT PER WSDOT STD PLAN F- 10.42 -00. CONCRETE EXTRUDED CURB DETAIL NITS 12" 12" :H y 2' - 6" MIN. N 1/2' 2' - 6' MIN. H a PRECAST CONCRETE DUAL FACED SLOPED MOUNTABLE CURB NITS CUR. NO EDGE AROUND EACH PANEL -BROOM FINSH EXPANSION \ JOINT SCORE MARK EXPANSION N, LATER STRIP EANED.) / ♦ I CURB & GUTT'�2 SIOFWAIK 1, . EM1� 1RIP NOTES: L EXPANSION JOINT MATERIAL 10 HE 3 /8" THICK FXFPAOLDED JOINT FILLER PUT' THICKNESS OF CONCRETE. 2 FORM AND SNERADE INSPECION REQUIRED BEFORE POURING CONCRETE. 3 SCORE MARKS SHALL BE }I/5" WIDE BY LF /4" DEEP. FOR SIDEWALKS OVER B' IN WIDTH, A LONGITUDINAL BODED MARK SHALL BE MADE ALONC CENTER OF WALK, 4, EXPANSION JOINTS SHALL BE INSTALLED IN LURB AND GUI ILK AND IN SIDEWALK AT PC AND PT AT ALL CURB RETURNS. EXPANSION JOINTS SHALL BE PLACED IN SIDEWALK AT SAME LOCATIONS AS THOSE IN CURB AND GUTTER WHEN SIDEWALK IS ADJACENT TO CURB AND GUTTER, UNLESS OTHERWISE DIRECTED BY ENGINEER NOTE: 1. REFER TO WSDOT STD PLAN F- 10.64 -02 FOR ADDITIONAL INFORMATION "I TY OF YELM DEPT. OF PUBLIC, WORKS CEMENT CONCRETE SIDEWALK APPROVED DAG. N0. PVADO WORKS CIRECTOR DATE Y 11 DES DJXN. CKD. DATE - S -D S -C S -C 10!3/94 \ �� r / \ / \ N_ / ) r E�LI �'I MIN. RE4Ar �,"'' TYP. MIN.. TvP. IYF+: /� \\ 1E II r \ L t A- / \ MIN. REGD: T� 'P: TYP. �iN NTnI �. _ , TYPE Ill TYPE IV Y P I C A C U (/ 13 R AM P S BOTTOM OF RAMP MAY NOTE: SEE SIDEWAIK SPA}NG HAVE MAX. 1/2" LIP EXPANSION JOINTS t.: SCORF AT TO, MARK DETAIL FOR ADDITIONAL FS- NOTES. 12 i RCN' LINE SEE OF GUTTER 5' AS { L MIN_ HELD. -CIP 4 r � DC?AIL 1X2" , L 12 LIP DETAIL RAMP SECTION NOTES: ,. TEY.TU RING I TO BE DONE WIFE AN EXPANDED METAL GRATE PLACED AND NEMOVTL FROM GET GGN. TO H LEAVE A DwMONR PATTERN. n�E TONG Axis cF CITY OF YELM THE DIAMOND ?ATI OV SHALL BEE 1 /8NDICU LAR DEPT. OF PUBLIC WORKS TO THE CURB. GROOVES SHAH BE , /B. DFFP ADD 1,4 WIDE. TYPICAL — 2. CURB RAMPS SHALL B POURED P.3 A SEPARATE GINTTER,CISOLA'%D DBW EXF AN IONROMINT MATERIAL NU CURB R AI`II P 5 ON ALL SIDES EXCEPT AT END OF CAMP NEXT TO ROADNAY. APPROVED - - -- DWG. NO. 3. INLETS SHALL BE HICATED SO THAT RUNOFF DOES q NOT FLOW PAST THE PURR RAMP. RO INLETS ARE PUBLIC WORKS PRECTOE GATE 4­12 2 TO BE SE I SO THAT PEDE, RIANS (WAKE OVER OR AROUND THEM. OFS. p47N. FJKD. DATE .rec s -c s -c 5_C 10/3/94 s1 !� R 1 /1 n R_ YA a a ° < 7 1, 2" 4F.MEII (TONCIPFIF BARRIER CURES E 1 /2" ,LR \ 1 / rR� IF, 2 "R l'PMENT CONCRETE BARRIER GURU AND GUTLEf. o�1,N N .1 , 1 1000, 10, 9L'"F FFt L� e1000,,o � Lb \ 111 /CEMENT CONCRI iE DO I.TO CUKB AND OIL ILK NOTES: EXPANSION JOINT MALARIAL TO BE }/B" THICK PREMOLCID JCINI FIRER FULL THICKNESS OF CONCIEFTE. 2 FORM ARE SUBGRADE N'SPECTIDN REQUIRED BEFORE POURING CJNCRETE 3, EXPANSION JOINTS TO BE PLACED ON 15 CENTERS CITY OF YELM DEPT. OF PURI.IC; W )FTKS CEMENT FC'u1TF'RE1L CURBS APPROVED DaG . N0. -. PUBLIC WORKS DIRECTOR GF iE J DES. OWN COD DATE s -C s -c 3/15/94 04 -12 -2013 APPROVED FOR CONSTRUCTION BY DATE'. Director of Po Mlic Works APPROVAL EXPIRES: O D] m m w w d rc rc 3 It 2 0 IL F W w 0 al N O a m z O W BE z U�^ m W 3 An Z () QrvoU i a m ��� 0) p w ►11 �z BE ° N VI n 3M3 Z - -3 U 0 ol On 3 ol () N Q of o � AD AD N O H N r� u SS g? R o-u.- OC vi :i _& :b 0?8= E S Jl nd�°�C.L Oaoa ° MIN Al2 -282 — #46 -0263 C -401 00 (n i C, W N N J Q � I p CC W p Al2 -282 — #46 -0263 C -401 (n W J Q I p CC W p 3 O M Ld Z p J_ Ma Q CL O (n Ed i Z ::> ; SEC 24, TOWNSHIP 17 N, RANGE 1 E, W.M. - - -- - - - ---- -- -- !J'29" 3 77 y A I � , r f , ° i I ° I ' A OHi 7A III 1A 4Y9 Q ° i © ® ® IHAN� J 0 LO p YO(J (1) U4 ° I EX IE: 346.02 p , i W _ _ 4 L ° a p p o LU �/� —, ° r / _ ! SGT �` a— Q a 6 f/ z f %�, � d LU 1 ° p ° /, d. ',, EXISTING // l ° CO GREASE f ° II• I INTERCEPTOR ! ° OY ' FF ELEV= 351.02 1 iL I , I f IE: 345.27 o ° p � 29 LF 6" PVC SDR 21 SANITARY SEWER 0 2.05 ° H7 I IE: 344.69 3 ° d p ° d ° D ° ° p a 2 STEP TANK NOTC. - - - --- IF THE REMOVAL OF THE EXISTING PIPE AND © INSTALLATION OF NEW STEP TANK PIPE AND _ 149.. -- N: 594555 59 v /VL E: 1112890.32 PUMP EQUIPMENT CANNOT BE INSTALLED -- -- - - - -- - - -- , WITHIN 24 HOLIRS, THE CONTRACTOR SHALL WATER NOTE: THRU r INSTALL A TE4PORARY BY -PASS SYSTEM. A HOSE SPIGOT IS REWIRED WITHIN 50' OF II 4 BOTH STEP TANKS. IF THE CONTRACTOR ,C CANNOT FIELD LOCATE AN EXISTING SPIGOT, INSTALL A NEW HOSE SPIGOT AND CONNECT - -�' -- d� TO EXISTING POTABLE WATER SERVICE. 4 LF 1' SANITARY — -. SEWER SERVICE UNE SOLBERG STREET SE z o 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 UNE AT (800) 424 -5555 A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATION. LEGEND SS--►— SANITARY SEWER UNE ----- SS --- - - ss -- EXISTING SANITARY SEWER UNE KEY NOTES: 1� EXISTING STEP TANK TO REMAIN. PUMP EXISTING TANK. REMOVE EXISTING BAFFLE. REMOVE PUMP PACKAGE FROM EXISTING STEP TANK. LEAK TEST EXISTING TANK AFTER MODIFICATIONS ARE COMPLETED. CONTRACTOR TO EXTEND EXISTING PUMP CONTROL CONDUITS /CIRCUITS TO NEW STEP TANK PUMPS. INSTALL NEW DUPLEX PUMP PACKAGE IN NEW STEP TANK. INSTALL NEW STEP TANK. SEE DETAILS ON SHEET C -501. ® RECONNECT STEP TANK SERVICE LINE. SERVICE VALVE BOX AND APPURTENANCES TO REMAIN. PROTECT EX. SIDE SEWER. IF CONFLICT EXISTS, CONTACT DESIGN TEAM. © PROTECT EX. GREASE INTERCEPTOR AND CONNECTIONS. REMOVE EX. POTABLE WATER BACKFLOW DEVICE. INSTALL 1" RPBA PER CITY OF YELM STANDARD DRAWING 6 -17. INSTALL TRAFFIC RATED CLEANOUT W/ TWO WAY SWEEPING "T g� NEW PUMP CONTROL PANEL AND GENERATOR TRANSFER SWITCH LOCATED ON HOT DIPPED GALVANIZED UNISTRUT POST(S). RE -ROUTE CONDUIT AND POWER TO NEW PANEL AND TRANSFER SWITCH LOCATION. SEE DETAIL AND SEWER SPEC ADDENDUM NOTES ON SHEET C -502. CONTRACTOR SUBMITTAL NOTE: 1. THE CONTRACTOR SHALL PROVIDE ALL SUBMITTALS FOR TANKS AND APPURTENANCES TO THE SEWER DEPARTMENT FOR APPROVAL AT THE PRE - CONSTRUCTION MEETING. O F, m G 0 c aa� igi ipgi', gsi S S S Ql FI a U N 0 al0 V � °fig J ° 1PR .2 8971 �C NE _ �o$b O € o Z ON mQ �N N ~ Ed 0 m I I I 0 10 20 SCALE IN FEET m Z 0 0 wz w x N m Z U 3 °2 dN°u i ` w 3 J `" °LLa /I11, O F m v= 1 N� Z iM3 UO U o° N y w v , a o _j c � CL CL U N 0 ti fi N V � °fig J ° 1PR .2 8971 �C NE _ �o$b O € o Z ON mQ �N ~ Ed I I I 0 10 20 SCALE IN FEET 0 i O Q W gD.JA O SOS OF WASh�%fs ��ff Z L y Q v , W _j ILL, > CL CL o fi m � fs aFGI5�TE0.'4� �t= m ^ Z SIGNAL 1" N O F ~ '� Z J n 0 04 -12 -2013 ON < APPROVED FOR CONSTRUCTION Al2 -282 - #46 -0263 BY: DATE: Director of Public Works APPROVAL rZr ALL STEP TANKS SHALL BE H -20 LOAD RATED TANKS. THIS POLICY SHALL TAKE EFFECT ON MAY 31, 2007. FINISHED GRADE WATER TIGHT LID 21 "0 MIN.PVC RISER I PUMP VAULT RISER WITH WATER TIGHT T__ LID 14 GAUGE TONING 14 GAUGE TONING I I�WIRE TO SERVICE WIRE TO SS COQ I iv I BOX 7 1 I I I I I I I 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 LIDS. 4 "11 OFFICE I I I ` - J 1 I I I I BAFFLE (NOTE 1) L - - - -J 1 2 PART USE ORONO 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, 1500 GALI 3000 GAL 4500 GAL D -1 2 60° 72' 72° 2 43" 55' 55" D -3 2 5D" 62" 62" V -1 400 GAL 600 GAL DATE V -2 1100 GAL 1 2400 GAL 4/2007 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 LIDS. 4 "11 OFFICE I I I ` - J 1 I I I I BAFFLE (NOTE 1) L - - - -J 1 2 PART USE ORONO 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 m DWG. NO. 7 -11 W PUBLIC WORKS DIRECTOR DATE z z O DES. OWN. CKD. DATE JY JEG TP 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 LAG ON /OFF (4.5" DRAWDOWN ON TO OFF) 6 LEAC) ON /OFF 6" (4.5" DRAWDOWN ON 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 OWG. N0. 7-14 PUBLIC PUBLIC WORKS DIRECTOR DATE DES, OWN. CKD. DATE JY JEG TP 1 4/2007 3000 GgLLON STEP /PUMP TANK (TYPIC� STANDARD CITY OF YELM TWO COMPARTMENT STEP TANK RIM FG VARIES. CONTRACTOR TO VERIFY WITH FINAL GRADING. SEE SHEET C -400 FOR ADDITIONAL INFORMATION. 24" RISER 6" PVC 0 2.0% MIN 18° BELOW � I UQUID LE i IE= 344.69 30" RISER 2,196 GALLONS EMERGENCY STORAGE _ o O WORKING VOLUME T 179 GALLONS 4,107 GALLONS g; DETEN11ON STORAGE —3 1//2' TAPER 151° ON OFF ,moo SEE CITY OF YELM STANDARD DETAIL 7 -19 FOR RISER AND H -20 LOAD BEARING MANHOLE RING AND COVER. TYP OF ALL RISERS 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 NATIVE OF BACKFILL DIRECTED ENGINEER. NOTE: INSTALL TANKS AS PER DETAIL OR MANUFACTURER'S RECOMMENDATION WHICHEVER IS MORE STRINGENT. RIGID PIPE SHALL "BEVSANO CONCRETE TANK BEDDING APPROVED DWG. N0, PUBLIC WORKS DIRECTOR DATE 7 -17 U 5_ OWN. CKD. DATE JY JEG TP 4/2007 FIBERGLASS LID WITH STAINLESS STEEL BOLTS AND NEOPRENE GASKET 5- MIN (TYP.) 1 "31/4" ALL LIDS 2' MIN FINISH GRADE TYP- SLOPE TO NAP NATIVE 14 GAUGE COPPER PVC RISER, GRADE TONING WIRE, 2' -0" TAIL INTO RISER INC., O SYSTEMS, INC1 INC., OR EQUAL �ORENCO TANK TO RISER ADAPTOR (FOR USE WITH NON- TRAFFIC BEARING TANKS) NOTE; 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, DEPT. OF PUBLIC W TYPICAL RISER (TIP,) APPROVED DWG. NO. PUBLIC WORKS DIRECTOR DATE DES. OWN. CKD. DATE JY JEG TP 4/2007 , MFAGT- Y,G,W -27V -YELM 31 &,1l b LA Ft-6X IA jo � 2, ! `Z h .- FS-27 I- _ SEIT NO ANGLES 1 y 3y. 1 - -53° R F2 2- +10° 39 •1 e�IA -Y 3 -+Hr is < 4 - +44° MFI6{1 J I i _., ____._._-------- ---- -- -_ -- 03 MFITiV CO S -n" o+ 15 O" LJ f !� u Dl NAME: f1D ,*AGTY,G,W -19VYQM ow«w By cc Appyved 6r Rcv: t Dd�s/23 /m OA�moB��e,Is m 04 -12 -20/3 APPROVED FOR CONSTRUCTION BY. DATE: Director of Public Works APPROVAL EXPIRES'. IN � 3 G d 6 d al0 I E 4s L) Q Ejai N �° as _ _ -60� Flo§ -Ij€ C 5� W N O D O W < Q CL m W a z z O O WZ_ I- z� M >Y d w x u Z U 3°2 "O Z U a W 1 9 q7F Q N U Q i u m w I' J U) Oma F J m..i N y 3M33 Z 0 >m3 U0 � o a N a_ m U N 0 Br N I E 4s L) Q Ejai N �° as _ _ -60� Flo§ -Ij€ C 5� Al2 -282 - #46 -0263 C -501 W D O W < Q CL J_ Q W a G O P Al2 -282 - #46 -0263 C -501 W D O W < Q CL J_ Q W a O z� M >Y d Z Q a 04 , N Z U a W 1 9 q7F 0 Al2 -282 - #46 -0263 C -501 CITY OF YELM GENERAL SANITARY SEWER NOTES: 1. ALL WORKMANSHIP AND MATERIAL SHALL BE IN ACCORDANCE IWTH CITY OF YELM STANDARDS AND THE MOST CURRENT COPY OF THE STATE OF WASHINGTON STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION (WSDOT/ APWA). 2. ALL APPROVALS AND PERMITS REQUIRED BY THE CITY OF YELM SHALL BE OBTAINED BY THE CONTRACTOR PRIOR TO THE START OF CONSTRUCTION. 3. IF CONSTRUCTION IS TO TAKE PLACE IN THE COUNTY RIGHT -OF -WAY, THE CONTRACTOR SHALL NOTIFY THE COUNTY AND OBTAIN ALL THE REQUIRED APPROVALS AND PERMITS 4. A PRECONSTRUCTION MEETING SHALL BE HELD WITH THE CITY OF YELM PRIOR TO THE START OF CONSTRUCTION. 5. THE CITY OF YELM SHALL BE NOTIFIED A MINIMUM OF 48 HOURS IN ADVANCE OF A TAP CONNECTION TO AN EXISTING MAIN. A CITY REPRESENTATIVE SHALL BE PRESENT AT THE TIME OF THE TAP. 6. THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING THE UNDERGROUND LOCATE LINE AT 1 -800- 424 -5555 A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATION. 7. SIDE SEWER SERVICES SHALL BE PVC, ASTM D 3034 SDR 35 WITH FLEXIBLE GASKETED OR SOLVENT WELD JOINTS. 8. ALL PLASTIC PIPE AND SERVICES SHALL BE INSTALLED WITH CONTINUOUS TRACER TAPE INSTALLED 12" TO 18" UNDER THE PROPOSED 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 'MRE 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 'MRE 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 BACKFILL MATERIAL SHALL BE REQUIRED IN ACCORDANCE WITH 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 DEVICES (MUTCD) AS REQUIRED. 14. IT SHALL BE THE RESPONSIBIUTY OF THE CONTRACTOR TO HAVE A COPY OF THESE APPROVED PLANS ON CONSTRUCTION SITE AT ALL TIMES. 15. ANY CHANGES TO THE DESIGN MALL FIRST BE REVIEWED AND APPROVED BY THE CITY OF YELM, 16. ALL STEP MAINS SHALL BY HYDROSTATIC ALLY TESTED IN CONFORMANCE W TH 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 BACKFILL ALL MAINS AND APPURTENANCES SHALL BE INSPECTED AND APPROVED BY THE CITY OF YELM, APPROVAL SHALL NOT RELIEVE THE CONTRACTOR FOR CORRECTION OF ANY DEFICIENCIES AND /OR FAILURES AS DETERMINED BY SUBSEQUENT TESTING AND INSPECTIONS. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE CITY OF YELM FOR THE REQUIRED INSPECTIONS. 18. PUMP CONTROL PANELS SHALL BE LOCATED ON GARAGE WALL OR REMOTE 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 REQUIRED. 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, EXFILTRATION 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 QUALIFIED INSTALLERS, FOLLOWING THE MFG. DIRECTIONS AND SHALL BE SECURED WITH TIE -DOWN STRAPS WITH 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 'BACK -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 AUXIUARY GENERATOR. 4. THE PUMP CONTROL PANELS FOR ALL STEP TANKS HOUSING 2 OR MORE PUMPS SHALL BE FITTED WITH A TRANSFER SWITCH MODEL DV 323 URK AS MFG BY CUTLER HAMMER AND A MALE PLUG, MODEL 70530 MBWP AS MFG BY BRYANT FOR USE WITH 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 VLOOR OF THE TANK. STEP TANKS SIZED AT 3000 GALLON SHALL HAVE ONE HOLE IN THE DIVIDER BAFFLE CENTERED AT 29 "ABOVE THE FLOOR OF THE TANK. 6. ALL 'TRAFFIC BEARING'SERMCE 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 MOIRE THAN 1 PUMP MUST UTILIZE 2 "PIPING FOR THE SERMCE 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. RESTOIRATION SURFACE FOR SURFACE SEE RESTORATION TABLE ABOVE SEE RESTORATION TABLE TYPE B" nP. FINISH GRADE CRUSHED 4" CRUSHED SURFACE SELECT BACKFILL FINISH GRADE SHALL BE SURFACE TOP COURSE COMPACT TO 95S SMOOTH � CONSISTANT 1" 3 A. PAVEMENT 3" MIN. GRADE B A.C. D. JA FINISH ROADWAY TO C. PAVING OVER 4" CRUSHED BACKFILL SEE w OVEk GRAVEL BASE SURFACE TOP COURSE RESTORATION TABLE GRADES AND CURBS ELECTRICAL SPLICE BOX WITH CORD GRIPS UD C•tS SUES SHALL MATCH CONCRETE SURFACE MATCH EXISTING MAINTAIN SIDE SLOPE AS STEEP MATCH EXISTING FINISH @RI VEWpy /SIDEWALK) CONCRETE THICKNESS COMPACT TO 95S TEXTURE. AND GRADE. P.O. 10" TOP OF RISER TO LC HYOROSEEDJ PLANTINGS AS POSSIBLE FIN75N GRADE SHALL BE LA'1MN /LANDSCAPE OVER 4' MIN. TYPE A SEWER LINE SMOOTH d: GONSISTANT INSTALL IN TOP SOIL COMPACT TO 85S WITH EXISTING GRADE _ IN RISEN PIPE BEDDING FOR MOUND BACKFILL � N/A FLEXIBLE PIPE 2" ABOVE EXISTING d J m PIPE O.D. GRADE k SMOOTH o0 0 > PO A oa PIPE APPROVED FOR CONSTRUCTION Al2_282 -/146 -0263 BY'. DATE'. O.D. DiR,I,Pl fPubliG Works a i w APPROVAL a a EXPIRES: N u t 0 y ti N CSE(; = CRUSHED SURFACE BASE COURSE CST(', = CRUSHED SURFACE TOP COURSE CITY OF YELM DEPT. OF PUBLIC WORKS TYPICAL PIPE TRENCH APP DWG. NO. PUBLIC WORKS DIRECTOR DATE DES. OWN. CKO. DATE JY JEG TP 4/2007 RESTORATION TABLE 1 FOR SURFACE THICKNESS BACKFILL/ COMMENTS/ TYPE 012 AND COMPACTION REOMNTS. OTHER REWIREMENTS CRUSHED 4" CRUSHED SURFACE SELECT BACKFILL FINISH GRADE SHALL BE SURFACE TOP COURSE COMPACT TO 95S SMOOTH � CONSISTANT 1" WITH EXISTING A. PAVEMENT 3" MIN. GRADE B A.C. D. JA FINISH ROADWAY TO C. PAVING OVER 4" CRUSHED SELECT BACKFILL CONFORM TO ALL EXISTING OVEk GRAVEL BASE SURFACE TOP COURSE COMPACT TO 955 GRADES AND CURBS ELECTRICAL SPLICE BOX WITH CORD GRIPS UD C•tS SUES SHALL MATCH CONCRETE SURFACE MATCH EXISTING SELECT BACKFILL MATCH EXISTING FINISH @RI VEWpy /SIDEWALK) CONCRETE THICKNESS COMPACT TO 95S TEXTURE. AND GRADE. P.O. 10" TOP OF RISER TO LC HYOROSEEDJ PLANTINGS NATIVE BACKFILL FIN75N GRADE SHALL BE LA'1MN /LANDSCAPE OVER 4' MIN. TYPE A z _ SMOOTH d: GONSISTANT INSTALL IN TOP SOIL COMPACT TO 85S WITH EXISTING GRADE io ELECTRICAL CONDUIT TO IN RISEN NATIVE BACKFILL MOUND BACKFILL UNIMPROVED SUFACE N/A COMPACT TO BSS 2" ABOVE EXISTING d J m 2 GRADE k SMOOTH TABLE FOR FEEDER WIRE RUN ARE SIZE - FIBERGLASS 00 MAXIMUM DISTANCE 012 AND COPPER W 150 FEET 010 AWG COPPER 18" MIN RISER HEIGHT TYPICAL W'H - 250 FEET 0B AWG COPPEF ALL NON - TRAFFIC BEAR'NG TANKS 350 FEET (SEE SPECIFICATIONS FOR ADDITIONAL INFORMATION). TO SILENCE ALA - PUSH UGHT. FOR SERVCE CALL 360 -458 -8111 PTY GF YELM 5. CENTERED ON PANEL FROM POWER SOURCE NOTE: PANEL SIZE MAY VARY DEPENDING ON MANUFACURER FROM. HOUSE DECAL - SEE SPECIFICATIONS BOLD 18PT. LETTERING PADLOCK WITH COMMON KEY FURNISHED BY THE CITY OF YELM 1 "C, 8 -012 TO STEP TANK - SIMPLEX 1'2 "C, 13 -012 TO STEP TANK - DUPLEX 1'2 "C, 17 -012 TO STEP TANK - TRIPLEX TYPICAL PUMP CONTROL PANEL APPROV� DWG. NO, Vlr. 7 -6 PUBLIC WORKS DIRECTOR DATE JY JEG TP _ _ I [DRENCO RISER TANK FOR YCONCRETE LIOVI�- -ALARM OFF DUNDANT I II�III�- ITBYSCITYL OFAYELMT 3,000 GAL TANKS SHALL 4 "0 HAVE A 25" DOWN PIPE ORIFICE 4' CIA. PVC FLOW INDUCER PVC BIOTUBE P.10 0511 051 PUMP WTH THE MATERIAL FOR DUPLEX. TRIPLEX, AND CLASS 1 DVWSION 1 S.O. POWER CABLE AND NSTALLABONS WILL VARY. THE CONTRACTOR SHALL MEET THE 1/0" BY -PASS ORIFICE NTENT OF THE INSTALLATION REQUIREMENTS SHOWN IN THE IN THE DISCHARGE HEAD TYPICAL STEP INSTALLATION. ALL BE H- ANKS. ITHIS rf U YArcL Lrr '007 THIS POLICY IS NO LONGER IN AFFECT EDGE OF 2' WATER TIGHT HOUSE CAP nPICAL IN PROTECTED AREAS NON - PROTECTED AREAS (LAWNS, ETC.) 2' -D" TAIL REWIRE SERVICE BOXES (CARSON OR RICH) ABOVE n �N GROUND EXISTING GROUND - -` 14 GA. COPPER TONING WARE WRAP ONCE AROUND CLEANWT STANDPIPE NEW 4" PVC SEWER PVC C.O. LINE (TYP) (3034) DOUBLE 2% SLOPE TO TANK SWEEPING TEE Ll 7 FERNCO COUPLING OR APPROVED EQUAL FERNCO COUPLING OR APPROVED ECTUAL CITY DEP F. TOP OF STEP TANK BAFFLE TYPICAL CONNECTION I PUBLIC BLIC DIRECTOR DATE DWG. NO. 7- 7 JY I LEG I TP 4 OF YELM T TAINK INSTALLA110N P APPROVED DWG. N0. 7­9 PUBLIC WORKS DIRECTOR DATE JY I JEG I TP O m N N m w w N H H H g g g 2 0 F D_ U W oI lumen USE I' UNION TO CONNECT TESTING 0 APARATUS FOR PRESSURE TESTING SERVICE - FIBERGLASS 00 W WITH STAINLESS STEEL W AND NEOPRENE GASKET 18" MIN RISER HEIGHT TYPICAL W'H - 0 ALL NON - TRAFFIC BEAR'NG TANKS DIA.PVC HOSE AND 1" �a w VALVE ASSEMBLY D. JA LtAVL WWICIENT ORIENT BALL VALVE 3°2 WIRE '0 ALLOW FOR AS SHOWN. BALL VALVE n PUMP REMOVAL SHALL BE WITH 12" BELOW 0 ELECTRICAL SPLICE BOX WITH CORD GRIPS UD C•tS ALL CONNECTIONS SHALL BE MADE WITH HEAT SHRINK BUTT CONNECTORS J 21" OR 24" PVC RISER W/LID SLUPE GPOUNO AWAY FROM HISLH� 30" CIA, R.BRED PVC /RISER NTH NEOPRENE ROMMETS 14 GAJGE OF P.O. 10" TOP OF RISER TO LC INSULATED OF ELEGl ICAL CONDUIT o TONING WIFE z _ '�u u INSTALL IN 3/4° EY CONDUIT SEAL` - TONING WRE - INSTALL RSER� io ELECTRICAL CONDUIT TO IN RISEN SIONAL ROWER SOURCL - -' _ _ I [DRENCO RISER TANK FOR YCONCRETE LIOVI�- -ALARM OFF DUNDANT I II�III�- ITBYSCITYL OFAYELMT 3,000 GAL TANKS SHALL 4 "0 HAVE A 25" DOWN PIPE ORIFICE 4' CIA. PVC FLOW INDUCER PVC BIOTUBE P.10 0511 051 PUMP WTH THE MATERIAL FOR DUPLEX. TRIPLEX, AND CLASS 1 DVWSION 1 S.O. POWER CABLE AND NSTALLABONS WILL VARY. THE CONTRACTOR SHALL MEET THE 1/0" BY -PASS ORIFICE NTENT OF THE INSTALLATION REQUIREMENTS SHOWN IN THE IN THE DISCHARGE HEAD TYPICAL STEP INSTALLATION. ALL BE H- ANKS. ITHIS rf U YArcL Lrr '007 THIS POLICY IS NO LONGER IN AFFECT EDGE OF 2' WATER TIGHT HOUSE CAP nPICAL IN PROTECTED AREAS NON - PROTECTED AREAS (LAWNS, ETC.) 2' -D" TAIL REWIRE SERVICE BOXES (CARSON OR RICH) ABOVE n �N GROUND EXISTING GROUND - -` 14 GA. COPPER TONING WARE WRAP ONCE AROUND CLEANWT STANDPIPE NEW 4" PVC SEWER PVC C.O. LINE (TYP) (3034) DOUBLE 2% SLOPE TO TANK SWEEPING TEE Ll 7 FERNCO COUPLING OR APPROVED EQUAL FERNCO COUPLING OR APPROVED ECTUAL CITY DEP F. TOP OF STEP TANK BAFFLE TYPICAL CONNECTION I PUBLIC BLIC DIRECTOR DATE DWG. NO. 7- 7 JY I LEG I TP 4 OF YELM T TAINK INSTALLA110N P APPROVED DWG. N0. 7­9 PUBLIC WORKS DIRECTOR DATE JY I JEG I TP O m N N m w w N H H H g g g 2 0 F D_ U W oI lumen J g E` ° yan 9 co $ -.'Goo °o m��ss� r. 8v8 O � g � 4 II JE �5 ;$aIb W 0 CL W p W m La 0 Wz �a w �00 D. 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CONCRETE FILED BOLLARD PER DETAIL 201 VERIFY LOCATION t QUANTITY WITH \� Q MCDONALDS GONSTRUGTION MANAGER. m � PROVIDE PEW 3'-5' TALL THUG fV ''.',•w OG(iIDENTALlS PYRAMIDAL v C- TLO 5 "CONCRETE SLAB K TI O SIM. 1 AND VEST WALLS OF THE NEW N TRASH CORRAL, 5PAOED AT 2' p b X b- 2.q X 2A W.W.F. L- Opo. & " " OVER COMPACTED T.O. GM1 TO 2'-6' O.G. PER GRAFTER ..� +5 11180 THE YE M MUNICIPAL SEE DETAIL 3Arc51E.I000RSE I © ry 1 .I- PROVIDE n Ti COVER AS NECESSARY TO +"' { A,� 4 L u rt U r� MATCH EXISTING. '^F G I V J _ Y ➢ PROVIDE AND INSTALL 1 /2'm X " " � I � I 11 � I 6' PIPE SLEEVE FOR EACH CANE - I BOLT AT FULL OPEN AND a c i r a - CLOSED POSITIONS TYPICAL. e " = N a p U J REINFORGIN6: ASTM A615, 6R 60 °. SEE 2/Tl.l. ` I VERTICAL-M5 a 16' OA. ,' r HORZONTAL {� a5 a TOP t _ BOTTOM AND a 46" O.G. 6" co 6ALV. STEEL POST FILLED At CONCRETE. EMBED 3' -0" LIFE OF FDN, FR05T PROOF, TLO H05E BIBB n L� m a 4LAP)� BELOyy� _ INTO CONCRETE FOOTING, - �I TYPICAL WALL CONSTRUCTION TYPICAL. SEE DETAIL 20/TI.O. -� ...._ -� t c. < , CEMENT BOARD SIDING (HORIZON TRASH FIBBING STRIPS PER MFR. RECOMMENDATIONS FOR GM1 ANCHORING LIQUID APPLIED WRB. 6" GMII (50LID GROUT) . E0. / D A I CT Z IQ N a5 DONE1.5 WITH STANDARD HOOK B w \ � / E OF WASH NG ON I TO MATCH VERTICAL REINFORCING TLO klT (3) =S CANT. ` I n a g \ lz -_ .. W.-0. I \ TIA ` 4 SOIPMP. 1 I O CONCRETE SLAB PER CIA a I DETAIL 5/1'1.1. /Z g TO. 6RADE NOTE: EXTEND WATER AND ELECTRICAL LINES TO NEW _ „ LOCATION OF p 20'_0" 3 i ���-0 "MIN. MIN. ai / 6 CENTER UNDER CENTER UNDER TI O s AN 20 WALL TRASH ENCLOSURE SECTION b TIA 51,AI 5/4" = 1'_0• TRA5H_SECTIONDW6 TLO Jy a « °ova °v uL`o SOLID GROUT SMOOTH m J a n dam. °o N d, FADE GMU WALL WITH SLOPE SLOPE a `o d O « o CEMENT BOARD TO MATCH MAIN BUILDING - ° q PAINT TO MATCH BASE COLOR OF BUILDING GALV. METAL FLA5HING - PAINT TO _� o 'Q a E" o o c °� _ WA THUG OCOIDENTALI5 MATCH ADJACENT FINISH : � I � GATE LEAF = q' -7" (VERIFY) 2" O co V ♦ w « « ° _ °' ° � N DETAIL SHRUB TREES PER PLAN, 'D -. CEMENT BOARD TRIM d 6 — .. -- _ N I� 6ALV. METAL DECK b' DIA. STEEL 6ATE POST, GONG. FILLED HINGE: SEE DETAIL FRAME b BRACE. i - /TLI - PAINTED GALVANIZED METAL.----_ DECKIN6 BOLTED TO STEEL PAINTOEMAT�C.HL BASE DOLOR OF BUILDING. �' i, A ��\ r 2'X2 "XI /4" STEEL TUBE : � m ° ° o " d d SEE DETAIL 4rc1.0. - A\ j FRAME W III �� , TUBE FRAME V �� % Q DANE BOLTS (PROVIDE / i JOINTS, TYP. FA. GATE 0 05 V m ''. ROLES FOR BOTH OPEN 1 TRASH CORRAL WALT_ CONSTRUCTION ! `LEAF /; II LL M p ° "XI 4" STEEL TUBE 2'x2 / :T - /i -:_- _:__ ', ! _.. -__- _.- -- - = PER ISrcl.O �� FRAME PV VI JOINTS, t CLOSED POSITIONS) — T.O. SLAB h I � � /i d� € a o a' o e TYP. EA. GATE LEAF s oQ T�YN� d0 FOUNDATION %10W, i d« T P. I 6" DIA�A�V. STE� GATE POST FILLED TYP� '/ CONCRETE PAVEMENT TRASH ENCLOSURE FRONT ELEVATION TRASH CORRAL DETAIL L i 15 , ,'� TLO SCALE: 1/4" = 1' -0" TIA SCALE: 3" = I' -O" FILE NAME PAINT�>sALVANI METAL • • / LTO�'�LTUBE i i —WALL CONSTRUCTION - " " PER DETAIL 16/11.0 i /� 0 0 z 5/4" VIA. CANE BOLT. I : TAI 2 L1 SEED L rc / E I tti • � T.O. GMU h � N5 a 12' O.G. �_ ♦8' -0" (S) >5 VERT. T_.. . NEW THUG O A — P.T. STARTER STRIP i SHRUB PER PLAN, � �� — 6ALV. METAL FLASH ING (3) >5 EA. WAY _.. —2" MIN. a HARDSGAPE; AT BOTTOM HOOPS a 9" O.G. - j TRASH -L PER _ _.. _. -.. OPEN b" a 6RADE; OR PER MANUFACTURER REQUIREMENTS �— FOUNDATION BELOW • • - • = - TO L� " MATCH ASE MATCH BASE COLOR -. -6ALV. METAL FLA5HIN6; OF BUILDING '�- FINISH TO MATCH �- ADJACENT Y . , 3 _ " X 5.-0.. — I _ T.O. SLAB h FOUNDATION 01 �i O F o u .. -iP•J - *4o 71 POST DETAIL TRASH ENCLOSURE SIDE ELEVATION CEMENT BOARD BASE GATE LEAF DETAIL 2O 6 TIA o TI' SCALE: 3 = I -O T o TRASH_OB 51-ALE: 3/4" - I' -0' 6ATE_LEAFDW6 TLO c�pyE; 3/4" = I' -0" P05TDW6 r�pyE, I/4" = I' -0" —BA5EDW6