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20120312 Civil Plans 2 03192013 (McDonald's Remodel)VICINITY MAP LEGEND PROJECT DATA GENERAL NOTES EX15TIN& CONCRETE CURBING TO REMAIN/ REPAIR PA a NU 91244 SF. 1. PROPOSED UT HALL ARE SHOWN IN SCHEMATIC ONLY. EXACT s PARCEL NLA'EER: LOCATIONS SHALL BE DETERMINED TO ALLOW FOR THE MOST NEW CONCRETE G1R81NK 21724411102 •* ZANY&: C-I (C RCl/LL) ECONOMICAL INSTALLATION. FXISTINN6 coNSna:cnN74 TO DEMOLISIED USE FAST (FOOD RESTAURANT (EXISTN6) ® NEW STROM OclCwlANCY: A-2 (E'XIS11%) R. THE CONTRACTOR SHALL COORDINATE WITH ALL UTILITY COMPANIES TO DETERMINE EXACT POINT OF SERVICE CONNECTION AT EXISTING TYPE OF LONSTRIY,TION: V-5 ( EXISTIN5) UTILITY. REFER TO THE BUILDING ELECTRICAL AND PLUMBING FX1571NS 5TRIPING TO REMAIN EVILDIN6 AREA: EX15TW6 UALDIN45 AREAL 2,581 5P. DRAWINGS FOR UTILITY SERVICE ENTRANCE LOCATIONS, SIZES. AND BUILDING ADDITION: + 762 5.F. CIRCUITING. - J FXISTINI6 LANDSGAPIN6 70 RE4NN TOTAL WILDINI6 AREA+ 9,949 S.F. 3. FINISH WALK AND CURB ELEVATIONS SHALL BE 6' ABOVE FINISH �-� EX15TIN& PARKINS: 44 5TALL5 PAVEMENT, PEW LANDSCAPING PARKIN& REQUIRED: I STALL / 200 50, FT. 6Ro=.f FLOOR AREA= IT BASED ON 3,949 SO. FT. �.] EXISTING CONCRETE TO REMAIN PARKIN& PROVIDED: 54 STALLS ACCESSIBLE REGEAV, 2 5TAL15 (BASED ON 54 STALLS PROVIDED) NEW CONCRETE AGG `Lf IBLE PROVIDED: 2 STALLS SITE: EXISTNI6 CATCH BASIN CI EXISTING IMPERVIOUS,. 24678 50. FI = G5.8% EX15TIN& LOT L16HT Ex15nN6 LANDSCAPE: 12,822 5A. PT. =342% FX15TNS LANDSCAPE TO, 498 5Ct. FT, NF14 3'-5' THUG OCCIDENTALI5 PYRAMIDAL SAME8 TRH BE REPLACED DEMOLISHED I MP 1215 so. FT. C7 NEW P ERNS JAPONICA VARIE6ATA' (VARIEGATED PIE IS); 5 SAL. NEW LANDSCAPE ADA SITE PLAN KEYNOTES WA DEMOLISHED ZTSd.Pr. G1 NBM IMPERVIOUS TOTAL. PROPOSED IMPERVIOUS: 24 &14 50. FT. = 65.8% AD-0I RELOCATE BARRER-FRES ACCESSIBLE STALLS (NYP. OF 2) AS SHOWN, WITH A 96' MIN. TOTAL PROPOSED LANDSCAPE: 12,026 5Q. FT. = 54.2% WIDE ACCESS AISLE BETNEEN THE STALLS ENSIAM ALL `.+LOPES AT NEM PARKING M SITE PLAN KEYNOTES STALLS 4 ACCESS AISLE DO NOT EXCEED I5% ALL DIRECTIONS; WW,4DE PAWING LOT AND SEALCOAT AS NECESSARY. PAINT ACCESSIBLE SYMBOL AT STALLS PER 4/50I. INSTALL NEW ACCESSIBLE PARKINS STALL SINS TO BE MOUNTED WITH BOTTOM SP -0I REMOVE EXISnw MENU BOARD 4 PROVIDE (2) Nm OPO MENU BOARDS As SHOPN. OF TE LOWEST 5164 AT 60' MIN. ABOVE ADJACENT PARKINS SURFACE (71.5. OF 2) SEE DETAIL 10/DTI.I AND DETAIL 2/DTI.O FOR EXACT LOCAn0NS. PER DETAIL 6/5121. "VAN ACCESSIBLE' STALL 516N TO BE LOCATED AT STALL WITH SP-02 REMOVE FXI5TIM6 CUSTOMER ORDER DISPLAY d INSTALL (2) NM CUSTON4ER ORDER PASf E✓<SER 5112E ADJACENT TO ACCESS AISLE PROVIDE ICBM II�ME CURB RAMP AS -- -- 5HOMN t REFER TB DETAIL 915DI FOR INFORMATION. SLOPE M RUN DIRECTION SNAIL DISPLAY UNITS WITH INTEGRAL CANOPY AS SHOYN PER DETAIL 6/DTI.2. SEE DETAIL BE 8% MAX. d CROSS SLOPE SHALL NO 6RPATER THAN 15%. TOP 4 BOTTOM 2/127 D FOR EXACT LOCATIONS. PROVIDE SPEECH/ HEARINLS IMPAIRED S16NA6E AT YELM AVENUE W. (S.R. 51 U) LAMINSS TO BE ENTIRE WDTH OF OURS RAW 4 EXTEND 60' PITHWT EXC�IN6 15% COD PER DETAIL T/SDI. SLOPE IN ANY DIRECTION PROVIDE DETECTABLE WAR4114% AS NECESSARY. SEE ® INSTALL NEW VEHICLE DETECTOR LOOPS AT ABM ORDER POINTS PER 2/DTIO DETAIL 10/5DI. REPAINT ADJACENT t FRONT PARKIN& STALLS AS 5Fi0Y94. BID AI.T: (OPTIONAL AT EXISTING GASH BOOTH LOCATION) PATCH 4 REPAIR CONCRETE PAD AT Ewsnr6 YELM AVENUE W . (S. R. 510) REMOVE EXISTING ASPHALT AS AEGE�f�ARY TO PROVIDE !BM CONCRETE PAD AT DRIVE-THRU AS NECESSARY. S M I8 4 20/1271.1. 0 ACCESSIBLE STALLS AND ACCESS AISLE ENSURE MAX Is% SLOPE IN ALL DIRECTIONS SP-04 REMOVE EXISTING AND INSTALL (2) ANEW &ATE MAY 510 PAGCA6F5 AS °5HC* . N 52 O_4'p0 W t SMOOTH TRANSITION TO ADJAC434T ASPHALT STALLS. IO�A� LOCATION NTH 21VTI0 4 MCDONALD5 WN5TRLYTIOH MANAGER TO ENSURE MST REMEDIATION OCCURS IN _- .. - - _ C II, • a ISOpp - __ _ __ ® RI-EDIATON OCCURS IN AD -0I ® NEW OPO VISIBILITY PRE -SSLL A BN7'RA4GE. SEE DETAIL 8/bTl2 FOR MORE ® WARD PER DETAIL 124TH ('I9l S0. FT). VERIFY PAVING SPECIFICATION RB40VE d REPOUR EXTERIOR WALKIMAY AT BUILDM& TO EXTENT NECESSARY TO LOCATION NTH MCDp4ALD'5 PROJECT MANAGER AND DETAIL 2117TIO. (MINIMUM 3' TOTAL COMPACTED ASPHALT THICKNESS) ENSURE A MAXIMUM SLOPE OF 5% IN THE DIRECTION OF TRAVEL d MAXIMUM I CROSS SP.O6 PROVIDE NNBibE POINT MONITOR MOUNTED ON POLE WITH FOUNDATION; EXACT SLOPE. REMOVE EXSnHS 4 INSTALL ABM IN -LINE CURB RAMPS AS SHOYK REFER TO LOCATION TO COORDNATEp PITH NHCOONALD5 CONSTRUCTION MANAGER (( DETAIL 9/551 FOR MORE INFORMATION. 51.05E FOR E SHALL CURB RAMP M ER PROVIDE 2" CONDUIT TO CASH BOOTH .UNCTION BOX. CONNECT TO ELECTRICAL 4 !� SP -16 np � I ... ip F.. `� DIRECTION SHALL TT M MAXIMUM AND GROSS SLOPE SOF C BE NO 6RAAn3R THAN DATA 5Y5TE5 AS NECESSARY. 16 15%. TOP AND BOTTOM L.5% SLO TO BE ENTIRE WIDTH OF CURB RIME AND LE 5P-OT R54OVE FIUSTM& CONCRETE/ ASPHALT DRIVE -THRU LANE AS NECESSARY TO 60" NIN56 A EXL ®IN& 15% SLOPE IN ENS DIRECTION. PROVIDE DETECTABLE NOiE MLDDNA VS CMINCCR RESERVES THE RIGHT TO REDDEST A ( PACTDH WPRNIN65 A5 NECESSARY PER 10/SDI. ENSURE THAT THERE ARE NO CFIAN6E5 OF LEVEL ACCOMMODATE NEW WORK. NEK CONCRETE PAVlNS AND CURBING T1RLI16NIC17T TESr ANBM A CORE sANPLG TF TESrs PRWE cORRFCt, PER ABOVE SP -15 SP 12 6REATER THAN 1/4' OR 1/2' PITH BEVEL AT THE EXPANSION JOIN75 AND THE DOOR DRIVE-'THRII LASS AS 5HDMN PER 14000144DS SPECIFICATIONS. SLOPE TO DRAIN To SPECIFICATION, TESTS WILL BE AT THE EXPEMSE 6 ML WWS, THRESHOLDS. ENSURE A SUP- RE515TANT BROOM FINISH AT CONCRETE AALKKAY. EXISTN& CATC44 BASINS AS NffL555ARY. 5ff DETAILS 2/071.1, 3/Dn.l 4 4/DTI.I. DTHERvIsE, Gc. VI RE eHARGEO, -II r - ,� PROVIDE A 5'X5' LANDING AT ALL DOORS AND CHANGES M DIRECTION WITH 15% MAX. 55-08 DEMOLISH E%15TN& LAND50APIN6 4 CONCRETE CURBIN& AS NECESSARY TO -- _ SP III " II .. ,' I SLOPE IN ALL DIRECTON5. SEE DETAILS II 4 12/501, ACCOMMODATE REVISED DRIVE -T1RU CONFI6URATION. INSTAL NEM CONCRETE LOT LIGHTING RECOMMENDATION SEE FLOOR PLAN DRIVE -TMCU LAME, CURBS 4 ASPHALT TO MATCH ADJACENT. SEE SHEET DT1U. POW NEW CONCRETE SIDMALK AT ENTRY DOOR AND ENSURE A MAX. CHANGE IN REMOVE EX15TIN6 PLAYTOY' EXTMOR SEAnN6, COVERIN6 AND EXTERIOR EXISTING LOT LIGHTS TO REMAIN VERIFY WITH McDONALO•S CMSTRUCTOW DISPOSAL. RD40VE EX STI S CRETE NECESSARY TO ACCOH40PATE WA Q dM F LEVEL OF 1/4' OR 1/2' WITH BEVEL AT DOOR TIZESHOLD. ® SEE FLOOR PLAN MANAGER 1F CLEAN /RELAMP KIN NO 4081( DLgiNXi THIS PROJECT, CONSTRUCTION MANA&ER IF 5&VA6E OR -27 mom PROVIDE NB SITE 4 SYMBOLS SHOW PAINT TO -13 5P -12 F�� ® TRAFFIC YLOAT DRIVE -TR COATS TRAFFI A BE 0 I' ® NA NS I AD -10 5L£ FLOOR PLAN PARKINS; SEE DETAILS SHEET 5DII. BID ALT: SEALCOAT EXISTIN6 ASPHALT TO REMAIN Qm AD-II SEE FLOOR PLAN 5P -II ETO REMAIN, TYP. PATCH 4 REPLANT AS tECE55ARY TO CI STAURANT SP -14 I ® SEE FLOOR PLAN LITION t NZIAI CONSTRUCTION. RESTORE ANY DISTURBED REMOVE EXTERIOR 5EATING TO AC 4MMODATE N M DINING AREA EXPANSION. 6. ® . r P EXI STING AD-1a SEE FLOOR PLAN SP -12 APIN S TO MATCH ADJACENT. A DRIVE -THRU LOCA 0 5, MCOONALD'S PLANTN6S WILL NOT INHIBIT VIEW OF DRIVE -TXRU 516NA6E FROM CUSTOMER�a, 5EE PARKING INFORMATION Tt'P - 5-01 AD-IS REMOVE EXISTING DIOR KAY Vi ACCOMMODATE ENSURES MAXtI ON POUR NEW LANDSCAPE DRANNG5 FOR MORE INFORMATION. PROTECT STS SY51EM AND GREASE -� RESTAURANT ACCESSIBLE EXTERIOR WALKWAY AS SFHOWN TO ENSURE A NLIXMM SLOPE OF 5% IN WERCE'TOR WM40LES FROM DAMAGE DURING CONSTRUCTION. REMOVE EXISTING TOTAL 9' -0' X tB' -o' SPACES O s5' T AD-01 2, 5137 SQ. FT. THE DIRECTION OF TRAVEL t MAXIMUM IS% OZO55 SLOPE. INSTALL NEW IN-LINE CURB CONCRETE WALKWAY AT EXISTIN5 DRIVE -T RU SIDE DOOR FOR NBM LANDSCAPING. SPINES • RAMPS A5 SHOW RE TO DETAIL 9/5DI FOR MORE INFORMATION. SLOPE FOR 5p -S INSTALL NEW 6UAR17RAIL AS %0* AND PER Ap -IS SEE DETAIL 8/501 4 FINISH P� Q ® 5P + - SQ. FT. IN -LINE CURB RAMP IN RUN DIRECTION SHALL BE a% MAXIMUM AND CROSS SLOPE ELEVATIONS. - N e I TYP n 3,349 SQ. FT. + I SHALL BE NO GREATER THAN 15 %. TOP AND BOTTOM L %SLOP IN BE ENTIRE WIDTH 5P -14 PAINT EXISTIN& BOLLARDS (2) COATS TRAFFIC YELLOW. PROVIDE HIM BOLLARDS 34 OF CURB RAMP AND EXTEND 60' PITNIOUT EXY.�71N16 IS% SLOPE IN ANY DIRECTION. BP- ZT PROVIDE DETECTABLE WARNINSS AS NECESSARY PER 10/501. ENSURE THAT THERE ARE AT NEW DRIVE -THRIU LANES AS NECESSARY. VILIFY EXTENT WITH MCDONALD5 _ I SP-21 • 1 NI W NO CRAN6C5 OF LEVEL 6REATER THAN 1/4' OR 1 /2' WITH BEVEL AT TE EXPANSION cQNSTFWTION MANA6ER. SEE DETAIL 5/DTI2 FOR MORE INFORMATION. v_ '. JOINTS AND THE DOOR THRESHOLDS. ENSURE A SLIP- TMSSTANT BROOM FINISH AT 5P -IS EXSTMG HISTORIC PLAaE TO REMAIN. PROTECT FROM DAMAGE DURIN6 ry Q 19' -0' •.. 5P hg CONCRETE WALKWAY. PROVIDE A 5'X5' LANDING AT ALT. DOORS AM CHN46M M GOW57RUCTION TYP. SS_ • a ■ bI (5 DIRECTION WITH IM MAX. SLOPE IN ALL DIRECTIONS. SEE DETAIL IIJWI. PROVIDE NEW 5P-Ifi EXISTING POLE NMOUNIED ROADS16N (99.11 so. FT) AND READER BOARD (24 50. FT) ro UTILITY INFORMATION GUARDRAIL AS SFHOMN SEE DETAIL 875121. QSIlRE A 60' DEEP X 18' LATCH DEPTH REMAIN PROTECT FROM DAMAGE. I0' -0' s SP -24 � CLEARANCE AT PULL SIDE OF DOOR SEE FLOOR PLAN FOR MORE RFpRMAT10N Y� EXSTIN6 DIRECTIONAL SIGN (9,16 50. FT. EA04() TO REMAIN. PROTECT FROM DAMAGE. SIZE TYPE LOCATION SIDE SMACK I - AD-16 SEE FLOOR PLAN 5P_S INSTALL WEELSTOPS AT LOCAnONS SHOM. ENSURE CAR OVERMANS DOES NOT SANITARY SEWER EXISTING AD -11 SEE FLOOR PLAN PROTRUDE INTO THE 44" MIN. WIDE ACCESSIBLE ROUTE. SEE DETAIL 13150f FOR MORE HATER EXISTING SP -II _ m�7'� AD-I8 REMOVE EXISTING PLAYTOY TO AcccommODATE Nm DINING EXPANSION. VBRIPY IF Ate. 10, SALVAGE/ DISPOSAL WITH MCDONALD5 CONSTRUCTION MANAGER. 55-19 EXI5TIN6 FLAGPOLE TO REMAIN. PROTECT FROM DAMAGE. STORM SEWER EXISTING ®I 51 Sm$ACK $P -20 RELOCATE EXI5TING LOT L16W AS, 5HOIMN. VERIFY EXACT LOCATION WITH MCDONALD5 ELECTRIC EXISTING -- L - - - - LL m SIGN LEGEND CONSTRUCTION MAIA6ER. RECON�GT TO EXI5TIN5 ELECTRICAL AS NECESSARY. W _ 5P -21 REMOVE EXISTING TRASH, NEMSPAPEi RACKS 4 OTC SITE AMENITIES FOR GAS EXISTING J SP TYlo �. B RELOCATION DIE TO BUILDING EXPANSION. VERIFY EXACT LOCATIONS WITH ONM - :C SP -01 I O 'MB•CONE' 6ATBMAY 516N (2 N I M, 95 50. FT. OF 516NA5E EACH) 5P -22 REMOVE t RELOCATE EXISTN5 SPRINKLER UTILITY BOX AS SHOW vEmPY LOCATION SURVEY DNFORMATION O CUSTOMER ORDER DISPLAY NW INTEGRAL CANOPY (COD) (2 NEK 5.150. FT. OF 5"ASE WIC 5 CANSTIRWTION IMANASM RECONNECT TO EXISTIN5 VTILITE5 AS 55-04 I B - A .� I -� - • - SP-08 I O CPO MEND BOARD (2 NEW 989 50. FT. E" REMOVE EXISTING AND PROVIDE NEW 8' -0" TALL TRASH CORRAL TO PROVIDE 2' -0' OF ti 11 ' SP -Y4:' W B "' ^ SCRffiUN6 ABOVE REUSE CONTAINERS AND CONCRETE PAD. SEE SHEET TIO FOR PRE -SELL BOARD 0 HEM( 191 50. FT OF 516NA&Fj MORE INFORMATION. 5P -10 � ` -VV' E'-29 � SP -24 REMOVE EXISTING ROOF LADDER d PROTECT FOR RLLOCATON PER FLOOR PLAN. SEE I /A3.4 FOR MORE INFORMATION. CI TYP• � £ _ - �'y° p p O ANY LANE, ANY TIME' BOLLARD 0 NB's 2.15 50. FT. OF SI6NAwj - I ® 'n LEES I O PULL FORWARD SIGN (2 NEK 45150. FT. OF 516NA6W. ENSURE 44" MN. CAR SP-26 PRPROVIDE EX OF THE "TRASH CORRAL, SPAMI DID AT 2 TO TREES AFZUND SOUTH, A ACCESSIBLE ROUTE TO RIGHT OF WAY. ® IS CHAPTER 1190 OF THE YELM MUNICIPAL CODE PROVIDE N 54 &RCVND COVER A5 POD SP-04 r. . ,. SP -10 1 I NECESSARY TO MATCH EXISTING. TYP. _ A O ATI -25 SP -12 LINE. PLAN SCALE( 1' = 2B' ® U `� 5 -05 1" �DBNTALIS PYRAMIDAL SHRUB TREE NEWPIERIS JAPONICA YARIE6ATA' -- A - NE1M'- % A 4. < R =814 1/4' 5P -17 - (VARIEGATED PIERIS); 5 6AL. VERIFY 5PACINK WITH CHAPTER 11.00 OF THE YELM STREET ADDRESS MUNJC4P& COVE t CORi2RC_ AD ADDITIONAL 6ROUND COVER AS WCE55ARY roPROVRIIRIRRI6ArioNTO AREA 505 YELM AVE W q W AND TO ENSURE IRRIGATION 5YSTEH POSITIVELY PREVENTS RUNOFF OR OVERSPRAY CITY STATE u"N ONTO IMPERMEABLE HARD5cAPE UCONDITIONS, D 2 ALL CONDITIONS, RESARDLES5 OF AI oR TYP W r• �_ '�' W I EQUIPMENT MSA-I6NPMENT LANDSCAPE SUBCONTRACTOR To LOCATE SPRINKLER HEADS YELM WA .�Ep+ ..• irF'Y t.-r -- ,�-� BASED ON TIORO,ISH EVALUATION OF PHYSICAL, ENVIRONMENTAL AND HYDRAULIC SITE q q q "✓ 0 C7 q q q ray --,,'' O q q O q q O q (tea. q q O "m1 O q CONDITIONS, SPECIFY DRIP IRRIGATION FOR ALL ZONES PLANTED IN ONE - =ALLON OR COUNTY LARGER SIZE, SPECIFY MEA71 ER -BA51D IRRIGATION CONTROLLER5 4 5PECIFY CHECK 150.00' VALVES WIB:EVER NECESSARY To PREVENT LOw -HEAD DRAINAGE. THURSTON NE" STEP TAW. PER CIVIL ORANNC95. SECTION TOWNSHIP RANGE 24 17 1E SITE PLAN REGIONAL DVG. NO CORPORATE DWG. NO, SCALE: 1' =20' -0" 46 -0263 13365 D s MD zo aoFr. 0 m s BBII■■r� �. NBdf Y) ¥ a �v ' .�+ a i AM = 0 P «oTU e YEc °Y c t � 0 n a ! J oe?i °EE o I R vas oZQ c ,yq¢,°Own it � � C V•3'p ° ° m A yL Off« rr' gt O.QO °°C oE?5n ° O ° °OV COia oo� c J t c o a j ��F OOB CLQ �9U .gNO'P C�w coo Q o p0o.i Ov Ua 00(l -0 `. pOM 0 0 JQOO G o E Lo«, PNa ® pOB °o2B°S ai��DL0 o°oo n w u,ry i' r NO � ,Tj_ I`• � w ai : J m t^ -1 Q iY a c � 1:_ a i < vi ;v W J l� VY w K z Q Y N w ICI F u � l 4 Z II Ll ll Nil J �iJ z m_ a z a a w r Q Z 2 Z i Q < K W u z rn m m m n S P ® 2 !6 ttY 4 Yv C C. �x 0 m s BBII■■r� �. NBdf Y) ¥ a �v ' .�+ a i AM = 0 P «oTU e YEc °Y c t � 0 n a ! J oe?i °EE o I R vas oZQ c ,yq¢,°Own it � � C V•3'p ° ° m A yL Off« rr' gt O.QO °°C oE?5n ° O ° °OV COia oo� c J t c o a j ��F OOB CLQ �9U .gNO'P C�w coo Q o p0o.i Ov Ua 00(l -0 `. pOM 0 0 JQOO G o E Lo«, PNa ® pOB °o2B°S ai��DL0 o°oo n w u,ry i' r NO � ,Tj_ I`• � w ai j_ m t^ -1 Q iY c � a i < vi W z Y N w ICI F L: Q 4 Z II L Nil J �iJ 0 Z ILL F N. Q < u z A 1 z 18 - �t4b -02h3 S P ® 2 n l'iF PLtkN OWNERIAPPLICANT TAX PARCEL N0: 21724411702 ADDRESS: 505 YELM AVE W YELM, WA 98597 OWNER / APPLICANT: MCDONALD'S CORP ZONING: C -1 CONSULTANTS CIVIL: SHEA CARR ,SWELL 2102 CARRIAGE DRIVE BLDG H OLYMPIA, WA 98502 PH: (360) 352 -1465 CONTACT: ROSS JARVIS, PE SURVEYOR: MTN 2 COAST, LLC 1506 FAIRVIEW ST SE OLYMPIA, WA 98501 PH: (360) 239 -1497 CONTACT BLAIR PRIGGE GOVERNING AGENCIES CITY OF YELM: PO BOX 479 105 YELM AVENUE WEST YELM, WASHINGTON 98597 PH: (360) 458 -3835 UTILITIES SEWER/WATER: 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 HOOUM 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 FY.: (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 ASSESSORS DATA, NO TITLE REPORT WAS PROVIDED) nATI IM' HORIZONTAL WASHINGTON STATE PLANE COORDINATES, SOUTH ZONE, NAD 1983/91, BASED ON TIES TO THURSTON COUNTY CONTROL MONUMENTS. TAR#837 AND TARR362 NAND 1988 BASED ON TIES TO THURSTON COUNTY CONTROL POINTS TAR #837 AND TAR/362. TBM PK NAIL SET V NORTHERLY OF STRIPE END IN SOUTHWEST END OF PARKING LOT. M2C POINT 1101, 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. 0 SEC 24, TOWNSHIP 17 N, RANGE 1 E, W.M. YELM McDONALD'S CONSTRUCTION PLANS YELM, WASHINGTON �At/ \\\ % •.109 \ i I r� i i / I'N� v \y \ z-, i r iM \ L CONCLUSIONS OF LAW: A. THE SITE PLAN REVIEW COMMITTEE HAS JURISDICTION TO CONSIDER AND DECIDE THE ISSUES PRESENTED BY THIS REQUEST. VICINITY MAP NOT TO SCALE SHEETINDEX SHEET NO. SHEET TITLE MEET 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 DEMOLITION PLAN 5 C -201 EROSION CONTROL NOTES AND DETAILS 6 C -300 HORIZONTAL CONTROL PLAN 7 C -400 GRADING AND DRAINAGE PLAN 8 1 C -401 ISITE IMPROVEMENT DETAILS I 0 UTILITY PLAN 10 C -501 STEP TANK DETAILS 11 C -502 I UTILITY DETAILS 30 60 SCALE IN FEET B. THE APPLICANT HAS ESTABLISHED THAT THE REQUEST FOR SITE PLAN REVIEW APPROVAL SATISFIES ALL CRITERIA SET FORTH IN SECTION 18.64.020 (C) YMC, MEETS ALL REQUIREMENTS OF THE INSTITUTIONAL DISTRICT ZONING CLASSIFICATION, AND MEETS ALL OTHER REQUIREMENTS OF THE YELM MUNICIPAL CODE. THEREFORE, THE SITE PLAN IS APPROVED SUBJECT TO THE FOLLOWING CONDITIONS 1. THE APPLICANT SHALL MITIGATE TRANSPORTATION IMPACTS BASED ON THE NEW P.M. PEAK HOUR TRIPS GENERATED BY THE PROJECT. THE TRANSPORTATION FACILITY CHARGE (TFC) FOR THE NEW ADDITION SHALL BE BASED ON THE INSTITUTE OF TRANSPORTATION ENGINEERS TRIP GENERATION MANUAL, 7TH EDITION FOR A FAST FOOD RESTAURANT, LAND USE CODE (934). 2. AN ENGINEERS ESTIMATE FOR WATER USAGE IS REQUIRED WITH CML PLAN REVIEW. IF ADDITIONAL WATER CONNECTIONS ARE REQUIRED BASED ON THE EXPANSION, THE CONNECTION FEE AND METER FEE WILL BE ESTABLISHED AT THE TIME OF BUILDING PERMIT 15SUANCE. ALL CONDITIONS FOR CROSS CONNECTION CONTROL AS REQUIRED IN SECTION 2445- 290 -490 WAC SHALL BE MET PRIOR TO ISSUANCE OF CERTIFICATE OF OCCUPANCY. 3. THE STEP SYSTEM IS REQUIRED TO BE UPGRADED TO MEET SIZING REQUIREMENTS IN CHAPTER 7 OF THE CITY OF YELM DEVELOPMENT GUIDELINES AND THE DEPARTMENT OF ECOLOGY CRITERIA FOR SEWAGE WORKS DESIGN. SIZING CALCULATIONS BY A REGISTERED' CIVIL ENGINEER SHALL BE SUBMITTED AS PART OF CIVIL PLAN REVIEW. 4. MAINTENANCE OF THE PRE-TREATMENT SYSTEM (GREASE INTERCEPTOR) 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 SHALL BE SUBMITTED WITH CIVIL ENGINEERING PLANS AND SHALL INCLUDE AN OPERATION AND MAINTENANCE PLAN. BEST MANAGEMENT PRACTICES ARE REQUIRED DURING CONSTRUCTION OF THE SYSTEM. 6. THE CIVIL ENGINEERING PLANS SHALL INCLUDE A FINAL LANDSCAPING PLAN SHOWING REWIRED LANDSCAPING ON THE SOUTH PROPERTY LINE AND AROUND THE REFUSE ENCLOSURE. 7. REFUSE COLLECTION AREAS SHALL BE DESIGNED TO CONTAIN ALL REFUSE AND RECYCLES GENERATED ON THE SITE AND DEPOSITED BETWEEN COLLECTIONS. DEPOSITED REFUSE SHALL NOT BE VISIBLE FROM OUTSIDE THE REFUSE ENCLOSURE, WHICH SHALL BE SCREENED BY A SOLID 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 PLANS SHALL INCLUDE AN ILLUMINATION PLAN CONSISTENT WITH THE YELM DESIGN GUIDELINES. 9. THE DRIVEWAY APPROACN 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 VAUD 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. 03 -15 -2013 APPROVED FOR CONSTRUCTION BY. DATE'. Director of Public Works W UW Zwo Q W J z J w U0 0 N K K a o� 0 ao m Z O z z x 3002 N Q N �U am3 LLa oa�u l') w 363 0 a rc z N t bTi ' all N$$ egg$ cc �pA o o; y� 0 3 MID Al2 -282 - X146 -0263 C -001 w w O Q :2 d LJ 0' Z O O N F— Z d' W LLJ 2 0 m } IDD Z > s N U 0 Al2 -282 - X146 -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 WASHA AND WASHINGTON DEPARTMENT OF LABOR AND INDUSTRY. 3. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO DULY NOTIFY THE CITY IN ADVANCE OF THE COMMENCEMENT OF ANY AUTHORIZED WORK OR TO SCHEDULE REQUIRED INSPECTIONS. ANY 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 RELIEVE 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 RELIED ON AS BEING EXACT OR COMPLETE. CONTRACTOR TO CALL 1- 800 - 424 - 5555 48 HOURS PRIOR TO PLANNED EXCAVATIONS. 8. THE DESIGN SHOWN IS BASED UPON THE ENGINEER'S UNDERSTANDING OF THE EXISTING CONDITIONS. THE EXISTING CONDITIONS SHOWN ON THIS PLAN SHEET ARE BASED UPON COMPILED SURVEY DATA. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING FIELD CONDITIONS PRIOR TO BIDDING THE PROPOSED WORK IMPROVEMENTS. IF CONFLICTS ARE DISCOVERED, THE CONTRACTOR SHALL NOTIFY THE OWNER OR OWNERS REPRESENTATIVE. 9. EXISTING UTILITIES ARE SHOWN FOR REFERENCE ONLY. THE CONTRACTOR SHALL VERIFY EXACT LOCATION, 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. 10. PRIOR TO COMMENCING WORK, THE CONTRACTOR SHALL OBTAIN ALL NECESSARY LOCAL, STATE, AND FEDERAL APPROVALS AND PERMITS. 11. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO HAVE A COPY OF THE APPROVED PLANS, SPECIFICATIONS, AND CONTRACT DOCUMENTS AT THE CONSTRUCTION SITE AT ALL TIMES. 12. A PRE CONSTRUCTION MEETING SHALL BE HELD WITH THE CITY OF YELM PUBLIC WORKS DEPARTMENT PRIOR TO THE START OF CONSTRUCTION (360) 458 -8410. 13. CONTRACTOR TO PROVIDE SLOPE PROTECTION FOR SLOPES OF 5:1 OR GREATER ACCORDING TO AGC STANDARD GUIDEUNES 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 AGC WATER QUALITY MANUAL AND PER THE STORMWATER POLLUTION PREVENTION PLAN (SWPPP). 15. THE CONTRACTOR SHALL SAFELY MAINTAIN TRAFFIC AND CONTINUOUS ACCESS TO PRIVATE AND /OR PUBUC 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 REWIRED BY THE CITY OF YELM, THURSTON COUNTY, OR THE STATE. THE CONTRACTOR SHALL OBEY ALL VEHICULAR WEIGHT AND SPEED UMITS. 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 THEIR ROADS FOR CONSTRUCTION RELATED WORK. 19. ALL VEHICLES AND EQUIPMENT SHALL BE KEPT WITHIN THE WORK AREAS ESTABLISHED FOR THAT WORK SHIFT UNLESS TRAVELING TO OR FROM THE SITE. UNDER NO CIRCUMSTANCES SHALL VEHICLES BE PARKED OR EQUIPMENT BE STORED OUTSIDE OF THESE AREAS. 20. OTHER CONSTRUCTION PROJECTS MAY OCCUR NEAR THE PROJECT SITE AND MAY BE IN PROGRESS CONCURRENT WITH THE PROJECT. THE CONTRACTOR SHALL COOPERATE AS NECESSARY AND NOT INTERFERE OR HINDER THE PROGRESS OR COMPLETION OF WORK BEING PERFORMED BY OTHER CONTRACTORS, 21. THE CONTRACTOR IS RESPONSIBLE FOR FURNISHING AND INSTALLING ALL MATERIALS, LABOR, AND EQUIPMENT NECESSARY TO COMPLETE THE WORK SHOWN ON THESE DRAWINGS AND TO OBTAIN ACCEPTANCE BY THE CITY OF YELM AND THE PROJECT OWNER. 22. ALL AREAS DISTURBED DURING CONSTRUCTION SHALL BE RESTORED TO THEIR ORIGINAL "PRE CONSTRUCTION' STATE OR BETTER. 23. DRIVEWAY ACCESS AND 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 BE PREPARED AND SUBMITTED TO THE CITY FOR APPIROVAL. NO WORK SHALL COMMENCE UNTIL ALL APPROVED TRAFFIC CONTROL IS IN PLACE. 3. ALL CURB AND GUTTEIR, 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 W01RK. 4. WHERE NEW ASPHALT JOINS EXISTING, THE EXISTING ASPHALT SHALL BE CL1T TO A NEAT VERTICAL EDGE AND TACKED WITH ASPHALT EMULSION TYPE CSS -1 IN ACCORDANCE WTH THE STANDARD SPECIFICATIONS. THE NEW ASPHALT SHALL BE FEATHERED BACK OVER EXISTING TO PROVIDE A SEAL AT THE SAW CUT LOCATION AND THE JOINT SEALED WITH GRADE AR -4000W PAVING ASPHALT. 5. COMPACTION OF SUBGIRADE, ROCK, AND ASPHALT SHALL BE IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS. 6. SUBGRADE INSPECTION SHALL BE PERFORMED BY AN APPROVED TESTING FIRM AND FORMS SHALL BE INSPECTED FOR LINE AND GRADE BY AN ENGINEER BEFORE POURING CONCRETE. 7. CERTIFICATION AS TO WNFORMANCE SHALL BE PROVIDED TO THE CITY PRIOR TO ACCEPTANCE OF WORK. 8. THE CONTRACTOR /DEVI =LOPER SHALL FURNISH AND INSTALL ALL PERMANENT SIGNING. SEC 24, TOWNSHIP 17 N, RANGE 1 E, W.M. DRAFTING SYMBOLS XX -Oi °° ° •DETAIL NUMBER XX-OI .........SHEET NUMBER DETAIL IS LOCATED ON INSECTION NUMBER .........SHEET NUMBER SECTION IS LOCATED ON Q ...............CONSTRUCTION NOTE SYMBOLS O XX ❑X FDC FIRE DEPARTMENT CONNECTION FDN FOUNDATION ABBREVIATIONS FINISH FLOOR ( ELEVAION) FG FINISHED GRADE FH FIRE HYDRANT FIN NOTE NOT ALL ABBREVIATIONS WILL BE UTILIZED WITHIN THESE PLANS LEGEND (UTILITIES) FT & AND LF LINEAR FEET M CABLE MARKER POST GRND SS CLEANOUT B i ANGLE APPROXIMATELY LP LOW POINT {r0 CABLE RISER/ PEDESTAL Q SS MANHOLE ® AT LT LEFT CABLE VAULT/MANHOLE 0 SS MARKER POST CENTERLINE - { CULVERT O SEPTIC TANK DEGREE MAX MAXIMUM -p LUMINAIRE WITH ARM STORM CATCH BASIN = EQUALS MFR MANUFACTURER # LUMINAIRE {"D� STORM MANHOLE FOOT MH MANHOLE # LANDSCAPE/YARD LIGHT �j" STORM CLEANOUT MIN MINIMUM, MINUTE ® NATURAL GAS MARKER POST STORM ROOF DRAIN > TER THAN MISC MISCELLANEOUS tO NATURAL GAS METER STORM YARD DRAIN / NCH MON MONUMENT IN CASE ® PROPANE TANK Q STORM MARKER POST NUMBER O NATURAL GAS VALVE M TELEPHONE CABINET R PERCENT N NORTH, NORTHING {o) POWER CONDUIT LT7 TELEPHONE JUNCTION BOX N/A NOT APPUCABLE J, GUY ANCHOR g TELEPHONE RISER AC ASPHALTIC CONCRETE NE NORTHEAST o°'"GUY POLE a TELEPHONE MARKER POST ADDJL ADDITIONAL NEMA NATIONAL ELECTRICAL MANUFACTURES [PI POWER JUNCTION BOX -0r TELEPHONE POLE ADJT ADJACENT 0 POWER MARKER POST T O TELEPHONE VAULT/MANHOLE AFF ABOVE FINISH FLOOR ASSOCIATION E3 POWER METER 0 WATER AIR RELEASE VALVE AP ANGLE POINT NIC NO, No NOT IN CONTRACT NUMBER -q- POWER POLE @ WATER BLOW OFF APPROX APPROXIMATE NTS NOT TO SCALE -CS- PP WITH DROP LINE PP WITH DROP AND LIGHT FIRE DEPARTMENT CONNECTION ARCH ARCHITECT NW NORTHWEST PP VATH DROP, LIGHT AND TRANSFORMER a HOSE BIB IRRIGATION CONTROL VALVE qV�E TREATED BASE COURSE PP WITH DROP AND TRANSFORMER B WATER MARKER POST AVENUE OC, oc ON CENTER PP WITH LIGHT AND TRANSFORMER ® WATER METER OD OUTSIDE DIAMETER PP WITH LIGHT .& WATER POST INDICATOR VALVE BCN BEGIN CURB RETURN OSHA OCCUPATIONAL SAFETY & HEALTH -�- PP W1TH TRANSFORMER ' SPRINKLER HEAD BFV BUTTERFLY VALVE ADMINISTRATION ® POWER TRANSFORMER WATER VALVE BG5 BELOW GROUND SURFACE p POWER VAULT/ MANHOLE @ U WATER VAULT/MANHOLE BILK BLOCK(S) P POWER, POWER VAULT ® WELL BLDG BUILDING PC POINT OF CURVATURE BM BENCHMARK PC COMPOUND WRVS LEGEND (SURFACE FEATURES) BVC BEGIN VERTICAL CURB ED PEDESTAL f^• r, DECIDUOUS TREE C CONDUIT PI POINT OF INTERSECTION CONIFER TREE r , , rte;, „., MAPLE TREE CB CATCH BASIN CUBIC FEET POC PROPERTY LINE POINT OF CONNECTION DOUGLAS -FIR TREE CF CIRO CIRCUIT, CIRCULA(R, TON) PP POWER POLE J STUMP PRC POINT OF REVERSE CURVATURE <� SHRUB CIP CAST -IN -PLACE PRIX' PROPERTY - BIKE RACK CIP MON CAST -IN -PLACE MONUMENT PSE PUGET SOUND ENERGY INET MAIL BOX CJ CL CENTER JOINT PSI POUNDS PER SQUARE INCH ' - -. -= WHEEL STOP CENTER LINE PT POINT OF TANGENCY _0.. STREET SIGN �AS DESCRIBED) CL CROWNUNE PVC POINT OF VERTICAL CURVE ALUMINUM CA CUR CLEAR PM POINT OF VERTICAL INTERSECTION AERIAL PANEL CO CLEANOUT PVMT PAVEMENT BRASS CAP COMM COMMUNICATION PVT POINT OF VERTICAL TANGENT X CONCRETE MONUMENT COMIPT COMPACTED PWR POWER HUB AND TACK CONC CONCRETE Z IRON PIPE CONST CONSTRUCT QTY QUANTITY LEAD AND TACK CONT CONTINUE, ED, OUS, ATION) R RADIUS MAG NAIL 0 MONUMENT IN CASE COORD COORDINATE RD ROAD, ROADWAY a PK NAIL CSBC CRUSHED SURFACING BASE COURSE REF REFERENCE O REBAR AND CAP CSTIC CRUSHED SURFACING TOP COURSE REINF REINFORC(E, ED, ING, MENT) - "- SCRIBE CULV CULVERT REO'D REQUIRED STONE CU YD CUBIC YARD REV REVISION RIM MANHOLE RIM ELEVATION LINE TYPES D/W DRIVEWAY RT RIGHT -- .-. --- -- -- -- WOOD FENCE DEF DEFLECTION R /W, ROW RIGHT OF WAY - -- - -- - -- CHAIN LINK FENCE DEC DEGREE "- FENCES DEMIO DEMOLISH /DEMOLITION S SOUTH OR SLOPE �� - - - -- (W,IZROE'J DIA DIAMETER SCHED SCHEDULE _ -- o _ --- - GROUND TOP DIM DUCTILE SO, SDMH STORM DRAIN, STORM DRAIN MANHOLE -SD- SD - -- So STORM LINE IRON IRON PIPE SE SOUTHEASTDIP ------ ss ----- Ss --- - - ss -- SANITARY SEWER LINE DR DRIVE SECT SECTIONS) - ---- T----- T----- T- - - - -T- BURIED TELEPHONE ----- T- OH ----- T- OH----- DWG(S) DRAWINGS) SET SHEET T - -OH- OVERHEAD TELEPHONE SP SPRINKLER ----- P----- P----- p-- - - -P- BURIED POWER ----- OH----- OH --- ---- -OH OVERHEAD POWER E EAST OR ELECTRICAL SQ SQUARE - - - ---- W---- W----- w - - -W- WATER LINE EA EACH SO FT SQUARE FEET - - - -c ---- c----- c - - - -O - NATURAL GAS UNE ECR END CURB RETURN SO IN SQUARE INCH EHH ELECTRICAL HANDHOLE SS SANITARY SEWER EL, ELEV ELEVATION SSMH SANITARY SEWER MANHOLE ELEC ELECTRIC(AL) ST STREET ENGR ENGINEER STA STATION EDP EDGE OF PAVEMENT STD STANDARD EQ EQUAL(LY) S UCT W ST 1CTURT(E, AL) EQUIP EQUIPMENT ESMT EASEMENT SYS SYSTEM EVC END VERTICAL CURVE EX, EXIST EXISTING T TELEPHONE OR TELEPHONE VAULT EXP EXPANSION TBD TO BE DETERMINED FDC FIRE DEPARTMENT CONNECTION FDN FOUNDATION F. FFE FINISH FLOOR ( ELEVAION) FG FINISHED GRADE FH FIRE HYDRANT FIN FINISH(ED) FL FIRE LINE/FLANGE FT FOOT/FEET G GAS GALV GALVANIZED GRND GROUND GV GATE VALVE HH HANDHOLE HORN HORIZONTAL HT HEIGHT IE INVERT ELEVATION IN INCH JB, J -BOX JUNCTION BOX JT JOINT TRENCH kW KILOWATT kV KILOVOLTS KIM KILOWATT HOURS IBM TC TELE TEMP TOW TP, T/P TYP UDG VAP VC VERT VOL W W/ W/0 WM WSDOT WV XFMR YD TEMPORARY BENCH MARK TOP OF CURB ELEVATION TELEPHONE TEMPORARY TOP OF WALL TOP OF PIPE TYPICAL L.1JR13f l L 1. VERTICAL ANGLE POINT VERTICAL CURVE VERTICAL VOLUME WEST, WIDTH, WADE OR WATER WITH WITHOUT WATER MAIN OR WILLAMETTE MERIDIAN WASHINGTON STATE DEPARTMENT OF TRANSPORTATION WATER VALVE YARD DRAIN O E m rc O a U U.1 0 of IIIIiiI 0z F otiw J N 3M3 2 w�3 U, U >M3 U �a VI W a o a U 0 S N 61 a hi Ir N €gC� °off N 7& -1 .a oa8. r8 o9$IIy€ G Flats] zo � 1111 8 InalA o m eo m D Z W W LLJ W J Q �a a Jq, Z (n ASNt cJS O LLJ o Z U) Z y{< LJ Z Eo 2 i } Q A reP Nvt in CL � 2' 0 N Z a Z Q o 03 -15 -2013 p CaJ }��I APPROVED FOR CONSTRUCTION Al2 -282 - /48 -0263 BY: DATE: Director of Public Works 11c; APPROVAL C -002 0 m m z 0 w_z W 3 x ^m Z U U W 3ti°n2 O Q w > a a'U m o J om3 61 a hi Ir N €gC� °off N 7& -1 .a oa8. r8 o9$IIy€ G Flats] zo � 1111 8 InalA o m eo m D Z W W LLJ W J Q �a a Jq, Z (n ASNt cJS O LLJ o Z U) Z y{< LJ Z Eo 2 i } Q A reP Nvt in CL � 2' 0 N Z a Z Q o 03 -15 -2013 p CaJ }��I APPROVED FOR CONSTRUCTION Al2 -282 - /48 -0263 BY: DATE: Director of Public Works 11c; APPROVAL C -002 APPROVED FOR CONSTRUCTION Al2 -282 - /48 -0263 BY: DATE: Director of Public Works 11c; APPROVAL C -002 SEC 24, TOWNSHIP 17 N, RANGE 1 E, W.M. - - - - - -- ,v, .... -�..... � -- -349 - ,.-349 48 ---- -.- -S �i02S 19 tl-- ::955.C6--- -------- --- _._ - __. -__ _ -.___ - - _ -_ -. —ttJR -. - . -- -- --- - - -... - I 3 : - �OF _----TOP,___ HIFF_� _0 - O ell ( — — 'ASS 1 vv v I I I I I I I I t I I I j T Tr- 9 j I i� 6 1 , CrJ i � r 1 L i ss-_---ss ---- ss- 1r SS _ ss -- I �II _cam _-___- & -5 v &S� vS$T 'SS °A II 01- �� Il. r_J L -LPL_- L_ I �'_ Gi f 45 -�; 3Mal-1 ° C I I 1 Ij �t 1 Ij DOI Ks 1 o I� 11 S i I f 1 ` I N C �.�aga5 it 11 49-- -- - - - - -- - -- 350 ------ .- - - -- - -- -- -- -- - J1 Li 349 II -- _- , 4 2, Ftl V CALL BEFORE YOU DIG THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL EXISTING UDUTIES. THE CONTRACTOR MALL 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. f LEGAL DESCRIPTION LOT 2 OF SHORT SUBDIVISION SS -8076 AS RECORDED IN 3L' 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, HAD 1983/91, BASED ON TIES TO THURSTON COUNTY CONTROL MONUMENTS. TAR/837 AND TAR #362 VERTICAL NAVD 1988 BASED ON TIES TO THURSTON COUNTY CONTROL POINTS TAR/837 AND TAR}362. TBM PK NAIL SET 1' NORTHERLY OF STRIPE END IN SOUTHWEST END OF PARKING LOT. M2C POINT 8 101, -, ELEVATION 349.22 UTILITIES NOTE: THE UNDERGROUND UDUTIES 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 UDUTIES BEFORE COMMENCING CONSTRUCTION. _o IJJ Z W Q I sJ 3.� 0 10 SCALE IN FEET cl 03 -15 -2013 APPROVED FOR CONSTRUCTION BY DATE: Director of Public Works APPROVAL EXPIRES'. iIml FI a 0 K k rc 4 g w N O W Q v m `a SOLBERG STREET S, 2 0 W z z ma w s N ZV 3 °2 OU QN ' � amp o Z o" J In CALL BEFORE YOU DIG THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL EXISTING UDUTIES. THE CONTRACTOR MALL 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. f LEGAL DESCRIPTION LOT 2 OF SHORT SUBDIVISION SS -8076 AS RECORDED IN 3L' 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, HAD 1983/91, BASED ON TIES TO THURSTON COUNTY CONTROL MONUMENTS. TAR/837 AND TAR #362 VERTICAL NAVD 1988 BASED ON TIES TO THURSTON COUNTY CONTROL POINTS TAR/837 AND TAR}362. TBM PK NAIL SET 1' NORTHERLY OF STRIPE END IN SOUTHWEST END OF PARKING LOT. M2C POINT 8 101, -, ELEVATION 349.22 UTILITIES NOTE: THE UNDERGROUND UDUTIES 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 UDUTIES BEFORE COMMENCING CONSTRUCTION. _o IJJ Z W Q I sJ 3.� 0 10 SCALE IN FEET cl 03 -15 -2013 APPROVED FOR CONSTRUCTION BY DATE: Director of Public Works APPROVAL EXPIRES'. iIml FI a 0 K k rc 4 g y fall U) �E ,� • ° 8- 4, 1�18til 0 P1 81 x I 11 _ 80 §9 NN w N O W Q m `a O O 2 0 W z z ma w s N ZV 3 °2 OU QN ' � amp o Z o" J In a 5r Vol N 3m3 m ) A Flffi;g! 0 ?�3 W X U 0 �a 0 N W a a V t O j N y fall U) �E ,� • ° 8- 4, 1�18til 0 P1 81 x I 11 _ 80 §9 NN Al2 -282 - #46 -0263 C -100 w a Q W Q `a O O w Q V) Z ma O w �o ; 0 ) o Z < Z p O U 5r Vol m ) A Flffi;g! I N_ Q U W X Al2 -282 - #46 -0263 C -100 SEC 24, TOWNSHIP 17 N, RANGE 1 E, W.M. E, Iml 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. EXISTING CONCRETE TO BE REMOVED 1— Z M �mw0 k n ° a F- Lv p LJ Z O F- TOR -_ t {xnr: -- I 1 DEMOLITION: EROSION CONTROL LEGEND L d ZO N Q Ll DEMOLITION LEGEND O Z N W } O Z Q 3A9 -... .._ - -. -.- _ — - _ -- _ — __ _ _ �' .; Of Q J N ° a 8 p �a m m SAWCUT -.34& _.....345-- __ - -- -_ - - -- - -.T _ t z r- COMPACTION. 0 -__... - - -- T05 ___ �- -. --- __.. ___ -_. rQE -- -- -- ---TOF S ?075 9 .� .___ 03 't SILT FENCE N U) ¢ 0 _ _ _ ..54.0t; - __ —Tur- - - __ -.._ -- _ -_" gar _ _._ -'__.- - -__ L- �.. TCF ----------- - roe- .•r'i� Z INLET 3 •+ 2 AND BACKFILL TO 95% COMPACTION. > d� u — am U PROTECTION REMOVE SANITARY SEWER PIPE AND BACKFILL TO 95% COMPACTION. • ("� f4.4_ _= P IDl,' -iQf - TflP — =� -� IVY.- o m a © J (7 Z P 3 = o m ° TO 95% �� COMPACTION. / j f° Nm3 7� REMOVE AND SALVAGE DRIVE -THRU MAXIMUM z Z w 6 3 4. U 0 oo EXISTING MAJOR CONTOUR 95% COMPACTION. rr^^ ® ADJUST IRRIGATION CONTROL VALVE LID TO VI a PROPOSED GRADE. m 0 w ❑9 REMOVE AND SALVAGE SPEAKER. DEMO FOUNDATION o AND BACKFILL TO 95% COMPACTION. M ----- -- - - -- EXISTING MINOR CONTOUR I i m I I I i 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. 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 957 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 SCALE IN FEET cl 03 -15 -2013 APPROVED FOR CONSTRUCTION BY: DATE. Director of P010 Works APPROVAL EXPIRES' Ill '. e e 5 0 a E$ e 0 o cgs c 32 2 a fib C � figs .b! h EXISTING CONCRETE TO BE REMOVED 1— Z M �mw0 k n ° a F- Lv p LJ Z O F- I I W DEMOLITION: 3 L d ZO N Q Ll DEMOLITION LEGEND O Z N W } O Z Q 1D REMOVE STRIPING. m Of Q J N ° a 8 p �a m m SAWCUT REMOVE CONCRETE CURB AND BACKFILL TO 95% z r- COMPACTION. 0 3 �a EXISTING ASPHALT AND BASE z 03 REMOVE CONCRETE. N U) ¢ 0 ® Mk TO BE REMOVED 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 957 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 SCALE IN FEET cl 03 -15 -2013 APPROVED FOR CONSTRUCTION BY: DATE. Director of P010 Works APPROVAL EXPIRES' Ill '. e e 5 0 a E$ e 0 o cgs c 32 2 a fib C � figs .b! h EXISTING CONCRETE TO BE REMOVED 1— Z M �mw0 mCmWNm n ° a F- Lv p LJ Z O F- I I W DEMOLITION: 3 L d ZO N Q Ll 3 O Z N W } O Z Q 1D REMOVE STRIPING. > LLJ Of Q J N ° a 8 p m m 2� REMOVE CONCRETE CURB AND BACKFILL TO 95% z COMPACTION. 0 z 03 REMOVE CONCRETE. N U) ¢ 0 ® SALVAGE LIGHT POLE, DEMO EXISTING FOUNDATION, Z W 3 •+ 2 AND BACKFILL TO 95% COMPACTION. > d� u am U �5 REMOVE SANITARY SEWER PIPE AND BACKFILL TO 95% COMPACTION. J N o m a © REMOVE AND SALVAGE MCDONALDS DRIVE -THRU SIGN. DEMO FOUNDATION AND BACKFILL J (7 Z P 3 = o m ° TO 95% COMPACTION. / j f° Nm3 7� REMOVE AND SALVAGE DRIVE -THRU MAXIMUM z Z w 6 3 HEIGHT POLE. DEMO FOUNDATION AND BACKFILL TO U 0 oo 95% COMPACTION. rr^^ ® ADJUST IRRIGATION CONTROL VALVE LID TO VI a PROPOSED GRADE. m 0 w ❑9 REMOVE AND SALVAGE SPEAKER. DEMO FOUNDATION o AND BACKFILL TO 95% COMPACTION. M 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 957 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 SCALE IN FEET cl 03 -15 -2013 APPROVED FOR CONSTRUCTION BY: DATE. Director of P010 Works APPROVAL EXPIRES' Ill '. e e 5 0 a E$ e 0 o cgs c 32 2 a fib C � figs .b! h 04 O F H Z Z o 0 O Q Lu O iL NCJ FO mi Al2 -282 - #46 -0263 C-200 t 1— Z M �mw0 mCmWNm LLJ 12 ° F- Lv p LJ Z O F- LLI O 04 O F H Z Z o 0 O Q Lu O iL NCJ FO mi Al2 -282 - #46 -0263 C-200 1— Z Z Q J LLJ 12 0_ F- Lv p LJ Z O F- LLI O < Q Z 00 J :2 3 L d ZO N Q Ll 3 O Z N W } O Z Q 3 0 m > LLJ Of Q J k a 8 p 04 O F H Z Z o 0 O Q Lu O iL NCJ FO mi 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 SPUCED 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 WIRE STAPLES AT LEAST 1 INCH LONG, TIE WIRES OR HOG RINGS. THE WIRE SHALL EXTEND INTO THE TRENCH A MINIMUM OF 4 INCHES AND SHALL NOT EXTEND MORE THAN 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 36 INCHES ABOVE THE MORE THAN I ORIGINAL GROUND SURFACE. FILTER FABRIC SHALL NOT BE STAPLED TO EXISTING TREES. 6. WHEN EXTRA- STRENGTH FILTER FABRIC AND CLOSER POST SPACING IS USED, THE WIRE MESH SUPPORT FENCE MAY BE ELIMINATED. IN SUCH A CASE, THE FILTER FABRIC IS STAPLED OR WIRED DIRECTLY TO THE POSTS WITH ALL OTHER PROVISIONS OF ABOVE NOTES APPLYING. 7. FILTER FABRIC FENCES SHALL NOT BE REMOVED BEFORE THE UPSLOPE AREA HAS BEEN PERMANENTLY STABILIZED. 8. FILTER FABRIC FENCES SHALL BE INSPECTED IMMEDIATELY AFTER EA CH 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 STABIUTY 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 1 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 WITH SEDIMENT, THE STONES MUST BE PULLED AWAY FROM THE INLET AND CLEANED OR REPLACED. EROSION CONTROL BLANKETS: 1. WHERE SOIL IS HIGHLY ERODIBLE, NET SHALL ONLY BE USED IN CONJUNCTION WITH AN ORGANIC MULCH SUCH AS STRAW AND WOOD FIBER. 2. JUTE NET SHALL BE HEAVY, UNIFORM CLOTH WOVEN OF SINGLE JUTE YARN, WHICH IF 36 TO 48 INCHES WIDE SHALL WEIGH AN AVERAGE OF 1.2 LBS/UNEAR YARD. IT MUST BE SO APPLIED THAT IT IS IN COMPLETE CONTACT WITH THE SOIL 3. NETTING SHALL BE SECURELY ANCHORED TO THE SOIL WITH NO. 11 GAUGE WIRE STAPLES AT LEAST 6 INCHES LONG. TEMPORARY DIKES AND SWALES: 1. SEED AND MULCH SHALL BE APPLIED WITHIN 5 DAYS OF DIKE CONSTRUCTION (SEE VEGETATION). 2. THE UPSLOPE SIDE OF THE DIKE SHALL PROVIDE POSITIVE DRAINAGE TO THE DIKE OUTLET. 3. NO EROSION SHALL OCCUR AT THE DIKE OUTLET. PROVIDE ENERGY DISSIPATION MEASURES AS NECESSARY. 4. SEDIMENT LADEN RUNOFF MUST BE RELEASED THROUGH A SEDIMENT TRAPPING FACILITY SUCH AS A POND, TRAP, OR SILT FENCE AS APPROPRIATE TO DRAINAGE AREA SIZE. CHECK DAMS: 1. THE MAXIMUM SPACING BETWEEN THE DAMS SHALL BE SUCH THAT THE TOE OF THE UPSTREAM DAM IS AT THE SAME ELEVATION AS THE TOP OF THE DOWNSTREAM DAM. 2. ROCK CHECK DAMS SHALL BE CONSTRUCTED OF 2 -TO 4 -INCH DIAMETER ROCK. THE ROCK MUST BE PLACED BY HAND OR MECHANICAL PLACEMENT (NO DUMPING OF ROCK TO FORM DAM) TO ACHIEVE COMPLETE COVERAGE OF THE DITCH OR SWALE AND TO INSURE THAT THE CENTER OF THE DAM IS LOWER THAN THE EDGES. CALL BEFORE YOU DIG THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL EXISTING UIIUTIES. THE CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING THE UNDERGROUND LOCATE LINE AT (800) 424 -5555 A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATION. SEC 24, TOWNSHIP 17 N, RANGE 1 E, W.M. EROSION CONTROL NOTES - cont'd: 3. LOG CHECK DAMS SHALL BE CONSTRUCTED OF 4- TO 6 -INCH DIAMETER LOGS, THE LOGS SHALL BE EMBEDDED INTO THE SOIL AT LEAST 18 INCHES. 4. IN THE CASE OF GRASS -UNED 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. C NCE 1. MATERIAL SHALL BE 4" TO 6" QUARRY SPALLS AND MAY BE TOP- DRESSED IWTH 1" TO 3" ROCK. (STANDARD SPECIFICAjIONS). 2. THE ROCK PAD SHALL BE AT LEAST 12 INCHES THICK AND 100 FEET LONG. WIDTH SHALL BE THE FULL WIDTH OF THE VEHICLE INGRESS AND EGRESS AREA. SMALLER PADS MAY BE APPROVED FOR SINGLE - FAMILY RESIDENTIAL AND SMALL COMMERCIAL SITES. 3. ADDITIONAL ROCK SHALL BE ADDED PERIODICALLY TO MAINTAIN PROPER FUNCTION OF THE PAD, 4. IF THE PAID DOES NOT ADEQUATELY REMOVE THE MUD FROM THE VEHICLE WHEELS, THE WHEELS SHALL BE HOSED OFF BEFORE THE VEHICLE ENTERS A PAVED STREET. THE WASHING SHALL BE DONE ON AN AREA COVERED WITH CRUSHED POCK 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 PRIOR TO BEGINNING CONSTRUCTION. A. INSTALL INLET SEDIMENTATION AS SPECIFIED AT ALL CATCH BASIN LOCATIONS IMMEDIATELY UPON ARRIVAL AT PROJECT /CONSTRUCTION SITE, B. STABILIZED CONSTRUCTION ENTRANCE CONFORM TO DETAIL BMP C105/EC -02 STABILIZED ENTRANCE. STABILIZED CONSTRUCTION ENTRANCE TO BE INSTALLED AT ALL INGRESS /EGRESS POINTS TO CONSTRUCTION SI TE. 4. ALL EROSION /SEDIMENTATION CONTROL FACILITIES SHALL BE MAINTAINED IN A SATISFACTORY CONDITION UNTIL THE POTENTIAL FOR EROSION ASSOCIATED WITH THE CLEARING OPERATIONS IS STABILIZED. THE CONTRACTOR IS RESPONSIBLE FOR IMPLEMENTATION, MAINTENANCE, REPLACEMENT, AND ADDITIONS TO THE SYSTEM AS REQUIRED BY THE OWNER, THE ENGINEER, OR THE CITY OF YELM. 5. CONTRACTOR TO FOLLOW WASTE DISPOSAL GUIDELINES AS OUTLINED IN THE STORMWATER DRAINAGE MANUAL FOR CITY OF YELM. 6. THE CONTRACTOR SHALL MAKE A DAILY SURVEILLANCE OF ALL EROSION CONTROL MEASURES AND MAKE ANY NECESSARY REPAIRS OR ADDITIONS TO THE EROSION CONTROL MEASURES AS REQUIRED. THE CONTRACTOR SHALL PROVIDE ADDITIONAL EROSION CONTROL MEASURES AS DETERMINED NECESSARY BY THE INSPECTOR AND /OR PROJECT ENGINEER. FAILURE TO COMPLY WITH ALL LOCAL AND STATE EROSION CONTROL REQUIREMENTS MAY RESULT IN CIVIL PENALTIES BEING LEVIED AGAINST THE CONTRACTOR. 7. DURING 'THE WET SEASON (OCTOBER 1 THROUGH APRIL 30 INCLUSIVE), ALL DISTURBED SOILS SHALL BE STABIUZED WITHIN 48 HOURS AFTER STOP OF WORK. EROSION CONTROL MEASURES SHALL INCLUDE, BUT ARE NOT UNITED 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 REWIRED TO CORRECT/PREVENT EROSION /SILTATION PROBLEMS. 9. CLEARIN(; 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 UTIUTY 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 SYSTEMS, OR OFF -SITE PROPERTIES. 14. TRACKING OF SOIL, MUD, OR DEBRIS OFF -SITE WILL NOT BE ALLOWED. IF SOIL, MUD, OR DEBRIS IS TRACKED ONTO A PUBLIC ROADWAY, THEN IT SHALL BE REMOVED BY THE END OF THAT WORKING DAY. TO PREVENT THE 1RACKINIG CE SOIL, MUD, OR DEBRIS ONTO PUBUC 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 UNITED 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 $HALL BE REPAIRED, RESEEDED, AND FERTILIZED AS REQUIRED. 17. TO MAINTAIN FUNCTION, FILTERS SHALL BE REMOVED AND CLEANED OR REPLACED AFTER EACH STORM EVENT. CONTACT THE JURISDICTION TO DETERMINE ITS ACCEPTANCE OF SPECIFIC FILTER PRODUCTS, PRIOR TO INSTALLATION. 18. NO MATERIAL SHALL BE STOCKPILED ON PAVEMENT WITHOUT AUTHORIZATION FROM THE PROJECT ENGINEER OR OWNERS REPRESENTATIVE WHICH WILL BE CONDITIONAL ON IMPLEMENTATION OF A PROCEDURE TO PREVENT SEDIMENT TRANSPORT. 19. ALL TEMPORARY EROSION CONTROL MEASURES SHALL BE REMOVED WITHIN 30 DAYS AFTER FINAL SITE STABILIZATION HAS BEEN ACHIEVED OR AFTER THE MEASURES ARE NO LONGER NEEDED. SEDIMENT COLLECTED IN TRAPS, PONDS, OR SILT FENCE SHALL BE REMOVED AND DISPOSED IN AN APPROVED MANNER OR STABILIZED ON SITE. DISTURBED SOIL AREAS RESULTING FROM SEDIMENT REMOVAL SHALL BE PERMANENTLY STABIUZED WITHIN SEVEN 0) DAYS. GRATE y // FRAME -. i:�] -- OVERFLOW BYPASS SEDIMENT AND DEBRIS t .>^ FILTERED :< WATER GRATE CROSS SECTION " NOTTOSCALE SYSTEM OVERFLOW BYPASS GEOTEXTILE CB FILTER, PER MANUFACTURER'S SPECIFICATIONS ISOMETRIC VIEW NOT TO SCALE BATE: 0212007 STORM DRAIN INLET PROTECTION w/ CB FILTERS JOINTS IN FILTER FABRIC SHALL BE SPUCED AT POSTS. USE STAPLES, WIRE RINGS OR EQUIVALENT TO ATTACH FABRIC TO POSTS FILTER FABRIC MATERIAL, 60" WIDE ROLLS, USNMRE STAPLES OR WIRE RINGS TO ATTACH FABRIC 2 "x2 °x14 Ga WIRE FABRIC OR EQUIVALENT, IF STANDARD STRENGTH FABRIC USED II I II II o - - - -II u BURY BOTTOM OF FILTER T \ \y'MATERIAL IN 4 "X4" MIN TRENCH 4 "x4° MIN TRENCH, PROVIDE 6' -0" MAX 3/4" TO 1 -1/2" WASHED POST SPACING MAY BE INCREASED TO 8' IF ROCK OR NATIVE BACKFILL WIRE BACKING IS USED 2 °X2" WOOD POSTS, STEEL FENCE POSTS, OR EQUIVALENT DATE: M2007 SILT FENCE 0 iE m k_ � K z 0. a O F a Uj 0 <I 0 to ��sTiC�B 05 0, C. (n e�f$�[ si o o gel � S y �g- `�g'� a 9-CC. i � A i pFe. � a `oa QS Fro ) IBt2 J � W ry � YYYi 4 W 0 m W z 0 W d z z I- Uu, W � Z U 3 °2 O ary0 ' Q a m Z m w O / J N 0 D. Jq w0 LLa O D55 R` J m c of N V eF WAS,J m 3m3 Z w�3 CIS >M3 U0 U o6: N Z W O Q o a ]C U [ 0 S to ��sTiC�B 05 0, C. (n e�f$�[ si o o gel � S y �g- `�g'� a 9-CC. i � A i pFe. � a `oa QS Fro ) IBt2 J � W ry � YYYi 4 APPROVAL EXPIRES C -201 W W J d I- W Q O Z O Q D. Jq w0 O D55 R` 0' Z of eF WAS,J O_/ CIS Z O q 93668 G� Fy. FctsTea¢ O m W 6, d LD 0 SrONAL EN N O Z i g 1 00 o n 0 03 -15 -20/3 Q B{ Z F N C) IS W Q p APPROVED FOR CONSTRUCTION A72 -282 - /46_0263 BY: DATE: Director of Public Works o APPROVAL EXPIRES C -201 30 SEC 24, TOWNSHIP 17 N, RANGE 1 E, W.M. LEGEND PROPERTY LINE PROPOSED BUILDING CROSSWALK 1� CONCRETE /SIDEWALK T 1i v I, I' 1 Ni.594797.62 E: 1112946.99 BEGIN 'CURB. INSTALL '3' HIGH YELLOW REFLECTIVE TUBULAR MARKER. (INSTALL WITH `EPDXY PER WSDOT SPECS) O LO L,.1 Z W J '! W , 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. t iy 31G.1," 4' 12 +00- - -- 0 10 20 -'.- SCALE IN FEET 03 -15 -2013 APPROVED FOR CONSTRIIDTION BY DATE'. Director of Public Works APPROVAL EXPIRES: _ W UN ZW Ir U ' � W 1,111 � z P 0 U0 N OF, ImI 40 m k d m FI a U W O al0 0 z 0 z_ x a m allo c C M W 0 J M �g o v,Q„ m N V331 3N3 m '^ o w oa a s N 0 N V goy sit $; o aE e aH -2 ' � U) g t s U1� � ale gis ° °O a ip °sj �p O ° pt O `C 'its t 111 x E 0 I m, ea = O I! O � mwN o- ow e "0 � oa Q:� �a F- Wzo �I Ni.594797.62 E: 1112946.99 BEGIN 'CURB. INSTALL '3' HIGH YELLOW REFLECTIVE TUBULAR MARKER. (INSTALL WITH `EPDXY PER WSDOT SPECS) O LO L,.1 Z W J '! W , 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. t iy 31G.1," 4' 12 +00- - -- 0 10 20 -'.- SCALE IN FEET 03 -15 -2013 APPROVED FOR CONSTRIIDTION BY DATE'. Director of Public Works APPROVAL EXPIRES: _ W UN ZW Ir U ' � W 1,111 � z P 0 U0 N OF, ImI 40 m k d m FI a U W O al0 0 z 0 z_ x a m allo c C M W 0 J M �g o v,Q„ m N V331 3N3 m '^ o w oa a s N 0 N V goy sit $; o aE e aH -2 ' � U) g t s U1� � ale gis ° °O a ip °sj �p O ° pt O `C 'its t 111 x E 0 C oo m, ea = O NN O � mwN o- ow e � C Al2 -282 - #46 -0263 C -300 F_ o- ow o oa Q:� �a F- Wzo 0 3 c� N Z K J a� a m z M 0 o N ro Z e N U Q OS a Al2 -282 - #46 -0263 C -300 SEC 24, TOWNSHIP 17 N, RANGE 1 E, W.M. I E BEG ND IN 1 I I ! - ( 349.91 349.FG o FG 1 BEGIN ( \ �,.. ��1 �� t,,?� �lfifll - ( 349.32 ° ° ° I f �� £ L.. 6" THICKENED EDGE SDEW�LK ( :\� t % FG ° 350.ON 350.46 F 350.48 F N3 \ \F. ! ('' / {� 4 ,3 63 E3 l , I - 350.57 I (350.49 F 350.47 F 3 0.97 \CI 350.52 iC 350.04 f j ` 349.90 350.2 £� 50 58- i ED z TC FG 350.96 TIC ( 1350.99 TC 350.98 TC h� c, 0 349.6 _ _ ° �\ ° 1 FG FG ; 351.EG 4' o .349.48 FG - S- °0349.7 _c -SS____ - -. -- ° 351.02 ° ° FG- °° SS r J 1_N _ as__ -'_. -7:3% ° - �j1 a °� -1.7 \�. \ ,� ° ° ° rn ° IrJ 0 a 5051. F � ° q oo A�. �<�� -8.0 14% � I BEGIN 1 I 0°M „ ° o �% -8.0 M 349.89 1350.58- - -' �£I ° i lO 350.1 4 ' EG9.53 _ rn ° , i . - -- - ' �,if/- /-/_�/ /�/r -_._i 'rGr/�i %,l < /�/ri'�l /� 351.02 350.10 F 350.01 FG :. - EG r' r i _ FG i2 351.54 I o s 0 -_. 1.5% MAX FG ! x FG .z_l ./ �i �/� I 349.17 ° - -" _ FG ° a - 1 ( Y .� 350.281 ALL DIRECTIONS ' ,�'-. FG £ 56.2811 �. � 349.89 ° m � l,R .nj I - (f / FG � �', 7 ; r FG 6 G jt ) I % FINISHED FLOOR ELEV= 351.02' o) 349.1 .°349.8 FG FG jrl - 150.5 ° '�\ 350.3 j 1.5% MAX 351.02 TC FG i 1 END 1 ALL DIRECTIONS 350. FC000 < i °'p i_ ..._ -- / ' ' TC (D 349.0 0° FAQ. '.° 50.14 IDI ® 1 // t it 349.31 FG ° ° - -S a; �� __ _ �.,- - - __..•, r 'i FG ° °° _ _- .,,�� 1 END 350.6 ° ° ° ° 350.7 o v £ 'i a - ° EG° ._ ° 0 °.. °. a° EG° al ° ✓ v - tIBEGIN ° I) 0 ° FG .19 ° .. 350.5 350,8 ( ' .i X1.0 %0 °c ..._EG I B � 34 N ` ._11-- ) �//. -_ 1 END ' END 1 21% f./ Ty ""�-"� - --. - -- `"^" -- -- -- -- -- _ -- / v t� , # X4919 II t �� O� -.. _ `ac _ -_ rot= - tt,� - r, -:::. . - r n n 2 BEGIN roE- -- - TO* st= - -- . - - 348.6 EG Tal - - -� TOE - -- _TOF_ _. -T4, _ ut -- -rcL- _ vL E- T x {/ - I u"i � TG'19'19" W 250.06' _ � -• � � � � � �,y� �� i b r _ al SOLBERG STREET SE nATI IM- LEGEND - - - - - - EXISTING MAJOR CONTOUR -- Xz- - - - EXISTING MINOR CONTOUR XX PROPOSED MAJOR CONTOUR aim I F' F 0. - - - GRADE BREAK Z EX. BUILDING: 2,587 SF (0.059 ACRES) BUILDING ADDITION: 762 SF (0.017 ACRES) DEMO'D LANDSCAPE / NEW IMPERVIOUS: 1,271 SF (0.029 ACRES) v 19,187 SF (0.440 ACRES) CONCRETE SIDEWALKS: 867 SF (0,020 ACRES) TOTAL DEV. IMPERVIOUS: 24,674 SF (0.566 ACRES) EX. LANDSCAPE TO BE REPLACED: > DEMO'D IMPERVIOUS / NEW LANDSCAPE: (OE____._ __ --.. ___- __ - °__ _. __ -. T r S 401 !9" W t5t`;.GO'.. i ._.. 12,826 SF (0.294 ACRES) TOi _ ....... __ 349 - o T cl_ rGr ,_. . ,., �° w u5 3 Jm 34 Z uV : ro--__ -TOE - t p; Q } I E BEG ND IN 1 I I ! - ( 349.91 349.FG o FG 1 BEGIN ( \ �,.. ��1 �� t,,?� �lfifll - ( 349.32 ° ° ° I f �� £ L.. 6" THICKENED EDGE SDEW�LK ( :\� t % FG ° 350.ON 350.46 F 350.48 F N3 \ \F. ! ('' / {� 4 ,3 63 E3 l , I - 350.57 I (350.49 F 350.47 F 3 0.97 \CI 350.52 iC 350.04 f j ` 349.90 350.2 £� 50 58- i ED z TC FG 350.96 TIC ( 1350.99 TC 350.98 TC h� c, 0 349.6 _ _ ° �\ ° 1 FG FG ; 351.EG 4' o .349.48 FG - S- °0349.7 _c -SS____ - -. -- ° 351.02 ° ° FG- °° SS r J 1_N _ as__ -'_. -7:3% ° - �j1 a °� -1.7 \�. \ ,� ° ° ° rn ° IrJ 0 a 5051. F � ° q oo A�. �<�� -8.0 14% � I BEGIN 1 I 0°M „ ° o �% -8.0 M 349.89 1350.58- - -' �£I ° i lO 350.1 4 ' EG9.53 _ rn ° , i . - -- - ' �,if/- /-/_�/ /�/r -_._i 'rGr/�i %,l < /�/ri'�l /� 351.02 350.10 F 350.01 FG :. - EG r' r i _ FG i2 351.54 I o s 0 -_. 1.5% MAX FG ! x FG .z_l ./ �i �/� I 349.17 ° - -" _ FG ° a - 1 ( Y .� 350.281 ALL DIRECTIONS ' ,�'-. FG £ 56.2811 �. � 349.89 ° m � l,R .nj I - (f / FG � �', 7 ; r FG 6 G jt ) I % FINISHED FLOOR ELEV= 351.02' o) 349.1 .°349.8 FG FG jrl - 150.5 ° '�\ 350.3 j 1.5% MAX 351.02 TC FG i 1 END 1 ALL DIRECTIONS 350. FC000 < i °'p i_ ..._ -- / ' ' TC (D 349.0 0° FAQ. '.° 50.14 IDI ® 1 // t it 349.31 FG ° ° - -S a; �� __ _ �.,- - - __..•, r 'i FG ° °° _ _- .,,�� 1 END 350.6 ° ° ° ° 350.7 o v £ 'i a - ° EG° ._ ° 0 °.. °. a° EG° al ° ✓ v - tIBEGIN ° I) 0 ° FG .19 ° .. 350.5 350,8 ( ' .i X1.0 %0 °c ..._EG I B � 34 N ` ._11-- ) �//. -_ 1 END ' END 1 21% f./ Ty ""�-"� - --. - -- `"^" -- -- -- -- -- _ -- / v t� , # X4919 II t �� O� -.. _ `ac _ -_ rot= - tt,� - r, -:::. . - r n n 2 BEGIN roE- -- - TO* st= - -- . - - 348.6 EG Tal - - -� TOE - -- _TOF_ _. -T4, _ ut -- -rcL- _ vL E- T x {/ - I u"i � TG'19'19" W 250.06' _ � -• � � � � � �,y� �� i b r _ al SOLBERG STREET SE nATI IM- LEGEND - - - - - - EXISTING MAJOR CONTOUR -- Xz- - - - EXISTING MINOR CONTOUR XX PROPOSED MAJOR CONTOUR aim I F' F 0. - - - GRADE BREAK Z EX. BUILDING: 2,587 SF (0.059 ACRES) BUILDING ADDITION: 762 SF (0.017 ACRES) DEMO'D LANDSCAPE / NEW IMPERVIOUS: 1,271 SF (0.029 ACRES) v 19,187 SF (0.440 ACRES) CONCRETE SIDEWALKS: 867 SF (0,020 ACRES) TOTAL DEV. IMPERVIOUS: 24,674 SF (0.566 ACRES) EX. LANDSCAPE TO BE REPLACED: 498 SF (0.011 ACRES) DEMO'D IMPERVIOUS / NEW LANDSCAPE: w xxxxx SPOT ELEVATION 11,053 5E 't ACRES) TOTAL DEV. PERVIOUS: 12,826 SF (0.294 ACRES) r dNooy 1 Q i a o X% SLOPE LABEL w u5 3 Jm O'a Z Z p; Q } m N 3m333 EG EXISTING GRADE O Q N�3 N U 0 0 >m U K oa W w a u FG FINISHED GRADE t o j N TC TOP OF CURB t t: a a DRAINAGE NOTE: CONNECT NEW FOOTING AND ROOF DRAINS TO EXISTING SYSTEM. _o DRAINAGE KEY NOTES: Lo E INSTALL EXTRUDED CURB PER DETAIL ON SHEET C -401. w Uj INSTALL CEMENT CONCRETE BARRIER CURB PER CITY OF YELM STANDARD DRAWING NO 4-13 ON SHEET C -401. LLI LU Z •Z DRAINAGE SUMMARY: J >- TOTAL AREA: 37,500 SQUARE FEET (0.861 ACRES) EXISTING CONDITIONS: EX. BUILDING: 2,587 SF (0.059 ACRES) EX. PAVEMENT: 21,224 SF (0.487 ACRES) EX, CONCRETE SIDEWALKS: 867 SF (0020 ACRES) TOTAL EX. IMPERVIOUS: 24,678 SF (0.567 ACRES) TOTAL EX. PERVIOUS: 12,822 SF (0.294 ACRES) DEVELOPED CONDITIONS: Z EX. BUILDING: 2,587 SF (0.059 ACRES) BUILDING ADDITION: 762 SF (0.017 ACRES) DEMO'D LANDSCAPE / NEW IMPERVIOUS: 1,271 SF (0.029 ACRES) EX. PAVEMENT TO REMAIN: 19,187 SF (0.440 ACRES) CONCRETE SIDEWALKS: 867 SF (0,020 ACRES) TOTAL DEV. IMPERVIOUS: 24,674 SF (0.566 ACRES) EX. LANDSCAPE TO BE REPLACED: 498 SF (0.011 ACRES) DEMO'D IMPERVIOUS / NEW LANDSCAPE: 1,275 SF (0.029 ACRES) EX, LANDSCAPE TO REMAIN: 11,053 5E 't ACRES) TOTAL DEV. PERVIOUS: 12,826 SF (0.294 ACRES) ADDITIONAL DETENTION AND WATER QUALITY IS NOT REQUIRED. THE PROPOSED IMPROVEMENTS DECREASE THE AMOUNT OF IMPERVIOUS SURFACING BY 4 SQUARE FEET, HENCE ADDITIONAL DETENTION IS NOT REWIRED. THE AMOUNT OF POLLUTION GENERATING IMPERVIOUS SURFACING HAS BEEN DECREASE BY 766 SQUARE FEET, HENCE ADDITIONAL WATER QUALITY IS NOT REQUIRED. HORIZONIAL WASHINGTON STATE PLANE COORDINATES, SOUTH ZONE, NAD 1983/91, BASED ON TIES TO THURSTON COUNTY CONTROL MONUMENTS, TARl AND TAR/362 NAVD 1988 BASED ON TIES TO THURSTON COUNTY CONTROL POINTS TAR1837 AND TARi362. TBM PK NAIL SET V NORTHERLY OF STRIPE END IN SOUTHWEST ENO OF PARKING LOT. 112C POINT IT 101, 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. 01 10 20 SCALE IN FEET 03 -15 -2013 APPROVED FOR CONSTRUCTION BY: DATE: Director of Public Works APPROVAL EXPIRES: QI 0 111190 z o I -sv e all g its p � {Nf g G N In Z N O Q m J z z O Wz W F U W s Z 3 U °2 a r dNooy 1 Q i a ap p mow of w u5 3 Jm O'a Z Z p; Q } m N 3m333 0 N Z O Q N�3 N U 0 0 >m U U oa W w a u t o j N z o I -sv e all g its p � {Nf g G N In Al2 -282 - #46 -0263 C -400 Z Q J L1J W W <L s O Q Z a r w of 0 3 O U Ln i Z Z p; Q } m Z_ F 0 N Z O Q n n a N U (.O q $ Al2 -282 - #46 -0263 C -400 RESERVED PARKING uun�aaffn R7 -801- (12° X 18') R/B/W e TRAFFIC BLUE STRIPING AT 2'0° O.C. (TYP.) 91 u. 4" TRAFFIC MITE' -' STRIPING (TYP.) ACCESSIBLE PARKING STRIPING (PAINT) NTS 3° COMMERCIAL HMA ASPHALT PAVING SECTION 6° PORTLAND CEMENT CONCRETE (4,000 PSI) 2' CSTC-T `8° BALLAST CONCRETE PAVING SECTION NTS 2° CSTC ZL 4° PORTLAND CEMENT CONCRETE (3,000 PSI)a 8" BALLAST OR A WELL GRADED PIT J RUN MATERIAL MAY BE SUBSTITUTED, SUBSTITUTION APPROVAL SHALL BE ONLY APPROVED BY THE OWNER OR OWNERS 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. WHITE 4 TRAFFIC WHITE ;TRIPING (TYP.) SEE SHEET HC.01 FOR STRIPING DIMENSIONS LOCATE ACCESSIBLE EDGE OF PARKING IL.JI 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 CONTNOL ONLY. 3. ALL DIMENSIONS ARE TO CENTER OF STRIPE UNLESS OTHERWISE INDICATED. STRIPING AND SYMBOL (PAINT) NTS SEC 24, TOWNSHIP 17 N, RANGE 1 E, W.M. #3 BAR (I 2' R. 2' R.--\ x 3' (TYP.) 2 ^t1 /a• 13 BAR 2° 2' R.- �3' (TYP.) 2'tt /4° 10° 1 2' 5' 2' Rl' R1' I TO ASPHALT PER WSDOT PLAN F- 10.42 -G0. CONCRETE EXTRUDED CURB DETAIL NTS 12" 12" 1/2' CLR. I 1/2' CLR. e * V 2' 6° MIN. 1/2' CLR. Ell. Z - 6' MIN. PRECAST CONCRETE DUAL FACED SLOPED MOUNTABLE CURB NTS 2' R. 5' EXPANSION JOINT PspNTER STRIP {AXED.) x CURB & \T% -/ 5CORE MARK SIDEWALK R, E IP V MIN L� EDGE AROUND EACH PANEL -BROOM FINISH EXPAN °ION .� NOTES: 1. EXPANSION JOINT MATERIAL TO BE 3/3" THICK PREMOLDED JOINT FILLER FULL TH(CKNE55 OF CONCRETE, 2 FORM AND SUBGRADL INSPECTION REQUIRED BEFORE POURING CONCRETE. 3 SCORE MARKS STAFF BE E t / B " WIDE By ±1/4" SEEM. FOR SIDEWALKS OVER 8' IN WApTH, b LONGITUDINAL SCORE MARK SHALL BE MADE ALONG CENTER OF WALK, 4 EXPANSION JOINTS SHALL BE INSTALLED IN CURB AND GUTTER AND IN SIDEWALK AT PC AND AT 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 CTHERMSE DIRECTED BY ENGINEER NOTE: 1. REFER TO WSDOT STD PLAN F- 10.64 -02 FOR ADDITIONAL INFORMATION CEMENT CONCRETE SSIDEWALK RAMP TEXTURING IS TO BE DOME WITH AN EXPANDED APPROVED DWG. NO. METAL GRATE PLACED AND REINOVFD FROM WET CON. 4_11 PUBLIC' WORKS DIRECTOR DATE DES. OWN, CKD. PATE S -C 5-0 S -G 70/3/94 NOTES RAMP TEXTURING IS TO BE DOME WITH AN EXPANDED METAL GRATE PLACED AND REINOVFD FROM WET CON. TO LEAVE A DIAMOND PATTERN THE LONG AXIS CE CITY OF YELM THE DIAMOND PATTERN SHALL BE PERPENDICULAR DEPT OF PUBLIC WORKS TO THE CURB GROOVES SHALL BE 1/8" DEEP AND _- - -� 1/4' WIDE. 2 CURB RAMPS SHALL BE POURED AS A SEPARATE TYPICAL , , UNIT FROM THE SIDEWALK ,AND FRCM THE CURB AND GUTTER, ISOLATED BY EXPANSION JOINT MATERIAL CUR B RA M J I CURB ON ALL SIDES EXCEPT AT END OF RAMP NEXT TO ROADWAY. _ -- -" APPROVED DWG. N0. 3 INLETS SHALL HE LOCATED SO THAT RUNOFF DOES NOT PLOW PAST THE CURB. RARE. NO INLETS ARE 'C pU$LIQ WORKS DIFE(TTOR DATE 4, —1 2 BE SET SO THAT PEDESTRIANS WALK OVER OR AROUND THEM, D 5. - DRIN CKD. DATE 5-0 S� G-0 10 %/34 10 5 1/2" r/ a � A q r ° ` m ° \ ° r I U ° e COMEtNT COW(RETE BARRIER CURB ANO cuTTETN T EMENT CONCRETE sARRIEiz WaE 'u o N C!, /z 'K , - �r��_ � CEMENT CONCRETE ROLLED CURB AND COTTER '� � NOTES 1, EXPANSION JOINT MATERIAL TO BE J< /8 THICK PREMOLDED JOINT FILLER PULL THICKNESS OF CONCRETE. 2. FORM AND 5UBGRA06 INSPECTON REQUIRED BEFORE POURING CONCRETE, 3, EXPANSION JOINTS TO BE PLACED DIN 15 CENTERS, CITY OF YELM _ DEPT. OF PUBLIC WORKS C'EMEPET CONCRETE CURBS APPROVED DWG 'IN PUBIJC WORKS DIRECTOR DATE 4- 3 OWN. -- VAR DATE - S -C s -c 5-c- E ml k J N m W � C m � r s n O F a w w 0 of N O N W T Z O W " Z U N as Zw 3ti0 U aNu > w o w J O° 2 < i w D N N In m Z w63 U0 >m3 � o� Ua s m a FB V W N °` ° $i Is (A s ° Te E� -.g G a $ 0=11�� Zm 2 GO m� gwq�O 1n F_ J n W Q of o O Q EL Z ASS DWA, Z LLJ Q p ", m s O :E cA O N LLI < x Z > > O 0'(` FS FCI$Tf Rf" G,ti W a Z G SIONAL EN N O F LLI 03-15-2013 < p N (1) m APPROVED FOR CONSTRUCTION Al2 -282 - /46_0263 BY: DATE: DireIXOr of Public Works g APPROVAL C -401 EXPIRES: SEC 24, TOWNSHIP 17 N, RANGE 1 E, W.M. 'I r l �r I I o' ofn �0 r�1 EX IE: 346.02 ° b° 1 ° 21 12.0% B IE: 344.69 , - I I �i I ��I i J ✓ �� THANK 7 NEW Yoh �I ° 5 �_$S tE 1 I t � O EXISTING :rte rd ® GREASE INTERCEPTOR[ ' d ` ..� - ❑ FF ELEV- 351.02' ! ob �` > I I ✓ / t L.IV <1 Lj �. b � — " ® o � Aq d b ° n N 4 b b o b b 0 _ v , © -- _ -.. STEP IM RO - _ _ _ . _ _ 3bO -- r "- ----- IF THE REMOVAL OF THE EXISTING PIPE AND +; 54-9 r� . INSTALLATION OF NEW STEP TANK PIPE AND tc, - v 4 ' D/{ /r N: 111289.59 PUMP EQUIPMENT CANNOT BE INSTALLED _ __- D V L E: 1112890.32 WITHIN 24 HOURS, THE CONTRACTOR SHALL WATER NOTE: 4 T/-��/ / r INSTALL A TEMPORARY BY -PASS SYSTEM. A HOSE SPIGOT IS REQUIRED WITHIN 56' OF I l V 4 THE NEW STEP TANK. IF THE CONTRACTOR t� I CANNOT FIELD LOCATE AN EXISTING SPIGOT, - INSTALL NEW HO SPIGOT AND CONNECT CT {v} -� TO EXISTING POTABLE WATER SERVICE. f f -- -� 4SANITARY (T� S 40291J" t'7 254.00' /"I SEWER SERVICE LINE 0 0 y SOLBERG STREET 5E U � , s 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. 0 iE m 30' I 0 10 20 SCALE IN FEET 03 -15 -2013 APPROVED FOR CONSTRUCTION BY DATE: Director of Public Works APPROVAL EXPIRES: a] g Is � U) 8 gg � ° pg0�� rd 0 fiq I V C �� 1 6 Iiv W J < LEGEND :2 LEJ SSA— SANITARY SEWER LINE 3` 0 zN z T5 - ----- SS - - - - -SS — EXISTING SANITARY SEWER LINE LEJ o> a F a m ma O N U D q N G KEY NOTES: k 1� EXISTING STEP TANK TO REMAIN. PUMP EXISTING TANK. REMOVE EXISTING BAFFLE. out REMOVE PUMP PACKAGE FROM EXISTING �. STEP TANK. LEAK TEST EXISTING TANK s AFTER MODIFICATIONS ARE COMPLETED. 11L CONTRACTOR TO EXTEND EXISTING PUMP CONTROL CONDUITS /CIRCUITS TO NEW n r> STEP TANK PUMPS. n t 2 INSTALL NEW DUPLEX PUMP PACKAGE IN NEW STEP TANK. t I > INSTALL NEW STEP TANK. SEE DETAILS ON SHEET C -501. ® RECONNECT STEP TANK SERVICE LINE. SERVICE VALVE BOX AND m APPURTENANCES TO REMAIN. z PROTECT EX. SIDE SEWER. IF CONFLICT W z EXISTS, CONTACT DESIGN TEAM. s p © PROTECT EX. GREASE INTERCEPTOR AND U z U a 0 3 >o lq CONNECTIONS. > a ^' " Sro� ` W CL' REMOVE EX. POTABLE WATER BACKFLOW , 3 4:/j DEVICE. INSTALL 1° RPBA PER CITY OF ' , J UI ° M a YELM STANDARD DRAWING 6 -17. SEE �, i Z " ?] SHEET C -502 FOR DETAIL. F ocw LL1 I NSTALL TRAFFIC RATED CLEANOUT W/ J M N 'l 3 3 z TWO WAY SWEEPING "T ". z d LL 0 >m°3 Q NEW PUMP CONTROL PANEL AND U U o a GENERATOR SWITCH. SEE DETAIL ON SHEET C -502. (J, a W m of cE r s �± N 30' I 0 10 20 SCALE IN FEET 03 -15 -2013 APPROVED FOR CONSTRUCTION BY DATE: Director of Public Works APPROVAL EXPIRES: a] g Is � U) 8 gg � ° pg0�� rd 0 fiq I V C �� 1 6 Iiv W J < :2 LEJ 0. 3` 0 zN z Q LEJ o> a m ma O N U D q Al2 -282 - #46 -0263 C -500 ALL STEP TANKS $HALL BE H -20 LOAD RATED TANKS. THIS POLICY SHALL TAKE EFFECT ON MAY 31, 2007. r FINISHED GRADE ,,-WATER TIGHT LID 21`0 MIN.PVC RISER WITH WATER TIGHT LIDS 60" 14 GAUGE TONING WIRE TO FS COQ 7 6" MIN BEDDING VARIES 1110 DELETE BAFFLE FOR A 3001D GALLON TANK UTILIZED A$ 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, -PUMP VAULT RISER -14 GAUGE TONING WIRE TO SERVICE BOX I _ ` 2 PART USE ORCNO I TANK TO RISER I ADAPTER FOR CONCRETE TANKS I )RFICE I PUMP ASSEMBLY. SEE J C.. DWG. NO. 7 -9 I BAFFLE i (NOTE 1) ON ALL TANKS LARGER. THAN 1500 GALLONS THE LENGTH OF THE DOWN TURNED INLET PIPE. WILL BE DETERMINED BY THE YELM SEWER DEPT, DEPT, OF PUBLIC WORKS 1500, 3000, 4500 1500 GAL 3000 GAL 4500 GAL D -1 2 60" 72" 72" m 0- 43" 55" 55" D -3 2 50" 62" 62" V -1 406 GAL 600 GAL V -2 1100 GAL 2400GAL FyR � 3 m 1110 DELETE BAFFLE FOR A 3001D GALLON TANK UTILIZED A$ 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, -PUMP VAULT RISER -14 GAUGE TONING WIRE TO SERVICE BOX I _ ` 2 PART USE ORCNO I TANK TO RISER I ADAPTER FOR CONCRETE TANKS I )RFICE I PUMP ASSEMBLY. SEE J C.. DWG. NO. 7 -9 I BAFFLE i (NOTE 1) ON ALL TANKS LARGER. THAN 1500 GALLONS THE LENGTH OF THE DOWN TURNED INLET PIPE. WILL BE DETERMINED BY THE YELM SEWER DEPT, DEPT, OF PUBLIC WORKS 1500, 3000, 4500 GALLON STEP TANK /PUMP TANK APPROVED^� T 1w .1�l DWG. NO. DIRECTED BY 7 -11 PUBLIC WORKS DIRECTOR DATE ENGINEER. DES. DWN, 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. LAC ON/'OFF (4.5" DRAWDOWN ON TO OFF} 6 LEADON /OFF 9 6' (4.5" DRAWDOWN ON TO OFF) LOW LEVEL ALARM B" REDUNDANT OFF 000 25" 6" MIN. BEDDING SEC 24, TOWNSHIP 17 N, RANGE 1 E, W.M. FLOAT SETTING VAULT DIMENSIONS FOR A DUPLEX PUMP VAULT APP• ROVED DWG. NO. PUBLIC WORKS DIRECTOR DATE 7-14 DES. D. JY JEG TP 1 4/2007 30001 GALLON STEP /PUMP TANK (TYPICAL STANDARD CITY OF YELM TWO COMPARTMENT STEP TANK 6' PVC 0 2.0% MIN - 18' BELOW LIQUID LE IE= 344.69 RIM = 349,50 CONTRACTOR TO VERIFY WITH FINAL GRADING RISER / I 2,196 GALLONS EMERGENCY JII EMERGENCY STORAGE WORKING VOLUME 179 GALLONS 4,1107 GALLONS DETENTION STORAGE �-3 1/2' TAPER 151' N W. RISER I r . NATIVE OR SELECT W BACKFILL AS DIRECTED BY ENGINEER. zZ 6" MIN. . a O of �i w CR O UW J FyR � 3 m Z >i 3 0 i 0u _ <ry ' BEDDING MATERIAL FOR o w RIGID PIPE SHALL BE SAND NOTE EO to INSTALL TANKS AS PER DETAIL OR MANUFACTURER'S RECOMMENDATION: _j WHICHEVER IS MORE STRINGENT. OJ —1 CITY OF YELM ;fig DEPT. OF PUBLIC WORKS _j aw CONCRETE TANK J BEDDING a < APPROVED DWG. NO 3m3 7_1!7 Z 61 >m PUBLIC WORKS DIRECTOR DATE 0 DES- OWN. C D. ATE' sa° U JY JEG TP 4/2007 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 QU BIOTUBE AND PUMP SYSTEM. STEP TANK VOLUMES PUMP OFF LEVEL- T 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 FIBERGLASS LID WITH STAINLESS STEEL BOLTS AND NEOPRENE GASKET 5' MIN (TYP.) 1 ":0/4" ALL LIDS 2' MIN FINISH GRADE SLOPE f P. TO ATIVE NATIVE 14 GAUGE COPPER GRADE TONING WIRE, 2' -0' PVC RISER, ORENCO SYSTEMS, TAIL INTO RISER INC., OR EQUAL ORENC0 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, CITY OF YELM DEPT. OF PUBLIC WORKS TYPICAL RISER APPROVED DWG. NO. _vs-1— .- -- 7 -18 PUBLIC WORKS DIRECTOR DATE DES. 0 CKD. AT JY JEG TP 4/2007 e'M MFAGT- Y,G,W -27V -YELM 3p ©o &,qL, 0 La p1_Cx 2,IS6 M27 T -7 �. SEIM NG AWLE$ 1 31{ 1 1551 R 2- +IW 3 9 01 ILIA -Y 3 ='400 b < 14 +46- ti, 02 MFIOrCF I_ 1 ._._�....._... -._— - -- s 033 WSFIT W i Q7 t 0" o+ ale NAIEi1iFAG ?Y,QWZN -li�M o�l�l Try cc Ayw�ea ey Rte: s Ds/z3lQT oUsasBrrsl,t�e 03 -15 -2013 APPROVED FOR CONSTRUCTION BY: DATE: Director of Public Works APPROVAL EXPIRES: 0 � m k L& m L& rc V1 I= t 15 g O F a_ W Q�0 I 9% V Te fj B to E ° •-jR ° g r� ��g o� O a ]° iia l a e SACS 9 AIR IR _ 00 0 � � {0 o ix < li W 0 zZ 9 O of Wz O UW J ¢ mo Z w U 3 0 i 0u _ <ry ' amp o w ; EO to N om3 z� _j LLa OJ —1 z ;fig _j aw J m N a < D N 3m3 Z 61 >m N 0 sa° U U oa N N w U) m � a G q u g I 9% V Te fj B to E ° •-jR ° g r� ��g o� O a ]° iia l a e SACS 9 AIR IR _ 00 0 � � {0 o ix < li Al2 -282 - 046 -0263 C -501 W 9 p of O Q J d W Q o w ; EO to o z� OJ > Z m)_ a < A N d sa° oa ~ N U U) m � Al2 -282 - 046 -0263 C -501 CITY OF YELM GENERAL SANITARY SEWER NOTES: 1. ALL WORKMANSHIP AND MATERIAL SHALL BE IN ACCORDANCE WITH CITY OF YELM STANDARDS AND THE MOST CURRENT COPY OF THE STATE OF WASHINGTON STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION (WSDOT/ AFI 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 -8DO- 424 -5555 A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATION. 7. SIDE SEWER SERVICES SHALL BE PVC, ASTM D 3034 SDR 35 WITH FLEXIBLE GASKETED OR SOLVENT WELD JOINTS. B. ALL PLASTIC PIPE AND SERVICES SHALL BE INSTALLED WITH CONTINUOUS TRACER TAPE INSTALLED 12' TO 18" UNDER THE PROPOSED FINISHED SUBGRADE. THE MARKER SHALL BE PLASTIC NON - BIODEGRADABLE, METAL CORE OR BACKING MARKED SEWER WHICH CAN BE DETECTED BY A STANDARD METAL DETECTOR. IN ADDITION, STEP SYSTEMS, AND FORCE MAINS SHALL BE INSTALLED WITH A 14 GAUGE DIRECT -BURY RATED COPPER WIRE WRAPPED AROUND ALL PLASTIC PIPE, BROUGHT UP AND TIED OFF AT VALVE BODY. TAPE SHALL BE TERRA TAPE "D' OR APPROVED EQUAL THE TAPE AND WIRE SHALL BE FURNISHED BY THE CONTRACTOR. 9. ALL BURIED POWER FOR STEP SYSTEMS SHALL BE INSTALLED WITH CONTINUOUS TRACER TAPE INSTALLED 12" ABOVE THE BURIED POWER. THE MARKER SHALL BE PLASTIC NON - BIODEGRADABLE, METAL CORE BACKING MARKED "POWER '. TAPE SHALL BE FURNISHED BY 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 FACIUTIES AND ROADWAYS. 13. PROVIDE TRAFFIC CONTROL PLAN(S) IN ACCORDANCE WITH THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) AS REQUIRED. 14. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO HAVE A COPY OF THESE APPROVED PLANS ON CONSTRUCTION SITE AT ALL TIMES. 15. ANY CHANGES TO THE DESIGN SHALL FIRST BE RENEWED AND APPROVED BY THE CITY OF YELM. 16. ALL STEP MAINS SHALL BY HYDROSTATIC ALLY TESTED IN CONFORMANCE WITH THE ABOVE- REFERENCED SPECIFICATION FOR TESTING WATER MAINS. (SEE NOTE 1.) IN ADDITION, ALL STEP MAINS SHALL VE PIGGED /CLEANED IN THE PRESENCE OF THE CITY INSPECTOR PRIOR TO PLACING STEP MAIN IN SERVICE. 17. PRIOR TO 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 REWIRE A SEPARATE "ON -OFF' SWITCH CONTROLLING POWER TO THE PUMP, SAID SWITCH MUST BE LOCKABLE OR HAVE A LOCKING COVER TO HOLD AN OLYMPUS TYPE BP125, 30MM PADLOCK. 20. INSPECTIONS FOR ONSITE STEP INSTALLATIONS ARE REWIRED. A 48 HOUR NOTICE TO THE SEWER DEPARTMENT IS REWIRED PRIOR TO THE INSPECTION. ITEMS NEEDING INSPECTION ARE: A) TANK INSTALLATION, IE;BEDDING AND LOCATION B) TANK INFILTRATION, EXFlLTRATION 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 AUGNMENT 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 AUXILIARY GENERATOR. 4. THE PUMP CONTROL PANELS FOR ALL STEP TANKS HOUSING 2 OR MORE PUMPS SHALL BE FITTED WITH A TRANSFER SWITCH MODEL DT 323 URK AS MFG BY CUTLER HAMMER AND A MALE PLUG, MODEL 70530 MBWP AS MFG BY BRYANT FOR USE 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 FLOOR 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'SER\ICE BOXES SHALL BE A MODEL MSBC 1324 -12 MFG. BY MID STATES PLASTICS BC SERIES. 7. ALL POSTS USED TO SUPPORT PUMP CONTROL PANELS MUST BE HOT DIPPED GALVANIZED UNISTRUT. 8. ALL 'AIR RELEASE, VACUUM RELEASE AND COMBINATION AIR RELEASE /VACUUM RELEASE VALVES SHALL BE A MODEL D -021 COMBINATION AIR VALVE 'MINI SAAR-SIZED ACCORDING TO THE MFG. RECOMMENDATION PER PIPE SIZE, 9. MINIMUM STEP TANK SIZE SHALL BE 1000 GALLONS. 10. ALL STEP TANKS HOUSING MORE THAN 1 PUMP MUST UTIUZE 2 "PIPING FOR THE SERVICE LINE. 11. THE MAXIMUM DEPTH OF BURY FOR ALL STEP TANKS SHALL BE SWAS MEASURED FROM FINISHED GRADE TO THE INVERT ELEVATION OF THE INLET PIPE TO THE TANK. REfi,TORATION SURFACE SEE RESTORATION TABLE. ABOVE SEE RESTORATION TABLE B" FINISH GRADE TYP. Z !1i W I- / \� / BACKFILL EE w .RESTORATION TABLE wa pa5 u GS I MAINTAIN SIDE SLOPE AS STEEP AS POSSIBLE SEWER LINE WE BEDDING FOR a © FLEXIBLE PIPE PIPE O.D. mJJ�� PIPE 0.0. W RE ( U CSC = CRUSHED SURFACE BASE COURSE CSTC = CRUSHED SURFACE TIP COURSE CITY QF YELM DEPT. OF PUBLIC WORKS TYPICAL PIPE TRENCH APP DWG. NO. A-z 7_3 PUBLIC WORKS DIRECTOR DATE DE P N. CKD^ DATE JY JEO TP 4/2007 STCRATION TABLE 1 SURFACE THICKNESS BACKFILL/ COMMENTS/ T''FE COMPACTION REOMNTS, OTHER REQUIREMENTS CRUSHED C- CRUSHED SURFACE SELECT BACKFILL FINISH GRADE SMALL BE SURFACE TOP COURSE COMPACT TO 95% SMOOTH kCON515TAMT NITH EXISTING 0.C. PAVEMENT 31 MIN. OR B AC'. SELECT BACKFILL flNISH ROADWAY TO OVER GRAVEL OVER a^' CRUSHED CONFORM TO ALL EXISTING VEI BABE SURFACE TOP COURSE COMPACT TO 95% GRADES AND CURBS SLOPES SHALL MATCH RDNCRETE SURFACE MATCH EXISTING SELECT BACKFILL MATCH EXISTING FINISH ORIVEWAY/SIDEY(ALN) CONCRETE THICKNESS COMPACT TO 953 TEXTURE. MID GRADE. MYOROSEEO/ PLANTINGS NAnvE BACKFILL FINISH GRADE SHALL BE AWNJLANDSCAPE OVER F MIN TYPE A SMOOTH k CONS15TANT tpP SOIL COMPACT TO BSR LATH EXISTING GRADE NATIVE BACKFILL MOUND BACKFILL UNIMPROVED SUFAGE NIA. COMPACT TO 85'>: 2' ABOVE EXISTING TABLE FOR FEEDER WIRE RUN WIRE SIZE MAXIMUM DISTANCE I12 AWG. COPPER 150 FEET X10 AVID FROM. HOUSE COPPER 250 FEET q8 AWG COPPER 350 FEET lac[ >r¢wncA UV rv> FOR n N7TH COMMON HEY J BY THE CITY MANUFACURER AUVI IIVNAL INFORMATION}, DECAL -SEE SPECIFICATIONS � J ALARM LIGHT AND 'SILENCE S UTTON 1 "C. 8 -$12 FROM POWER TO STEP TANK - SIMPLE% SOURCE '1'2 °C. 13 -y12 TO STEP TANK - DUPLEX r2 "G, 17-412 TO STEP TANK - TRIPLE% USE r^ uNlon To CONNECT APARATUS FOR PRESSURE TESTING SERVICE LID WITH STAINLESS STEEL 18' MIN RISER HEIGHT TYPICAL WITH � AND NEOPRENE GASKET ALL NON- TRAFFIC GEARING TANKS I" pIA.PVC HOSE AND LEAK SUFFICIENT ASSEMBLY WIRE TO ALLOW FOR ORIENT BALL VALVE PUMP REMOVAL AS SHOWN. BALL VALVE ELECTRICAL SPLICE BOX PATH GEED SHALL BE WITH 12' BELOW ALL CONNECTIONS SHALL BE MADE WITH LID HEAT SHRINK DUTY CONNECTORS - 21" OR 24° PVC fffJO" DIA RIBBED PVC RISER W /LID SLOPE GROUND AWAY FROM RISER -+ /RISER NTH NEOPRENE 14 GAUGE OF 10" FROM TOP OF RISER TO C / GROMMETS INSULATED 11' F ELECTRICAL CONDUIT -L TONING WIRE INSTALL TYPICAL PUMP CONTROL PANEL APAP `OVE� DWG: N0(� PUBLIC WORKS DIRECTOR DATE 7-61 JY 1 JEG I TP (CARSON OR RICH) ABOVE I" GROUND 1 � EXISTING GROUND STANDPIPE PVC C.O. --- DOUBLE SWEEPING TEE FERNCO COUPLING OR APPROVED EQUAL 14 GA,. COPPER TONING WIRE WRAP ONCE AROUND CLEANOUT NEW 4" PVC SEWER LINE (YYP) (3034) 29 SLOPE. TO TANK EQUAL JY LEG IN }/4" EY CONDUIT 5 €AL` RISER m � ELECTFICAL COO T rN RISE CURE - INSTALL -� � N 111 TOE( I R [ V RISER N LIQUID OROR CON ETE T VFF, -� -ALARM k TANKS i`I'Ull }�J -- REDUNDANT M� 1 P ASBcMBLY vC RCAI AS SET NOFF BY CITY OF YELM 0 3,000 GAL TANKS SHALL F41" 1-1/4' DIA INLET HOLES AROUND HAVE A 25" DOWN PIPE ICE i PERIMETER OF VAULT A" DIA, PVC FLOW H INDUCER PVC BIDTUBE �SUBMERSISLE EFFLUENT ORENCO TURBINE tO GPM THE MATERIAL FOR DUPLEX, TRIPLEX. AND CLASS 1 DIVISION 1 P.10 0511 051 PUMP NTH . INSTALLATIONS WILL VARY: III[ CONTRACTOR SHALL MEET THE . /8" BY -PASS ORIFICE INTENT OF THE INSTALLATION REQUIREMENTS SHOWN IN THE 1 50 POWER CABLE AND IN THE DISCHARGE HEAD TYPICAL STEP INSTALLATION. ALL BE H- - NKS THIS P ?007 THIS POLICY IS NO LONGER IN AFFECT DEPT. OF TOP OF STEP TANK BAFFLE FERNCO COUPLING OR APPROVED TYPICAL CONNECTION. TP DWG. NO. PUBLIC WORKS NOTE: PANEL SIZE MAY VARY DEPENDING ON TYPICAL SIMPLEX STEP TANK INSTALLATION APP.. RC�V ,0 DWG. N0. PUBLIC WORKS DIRECTOR nerr �_9 JY JEG TP EDGE DF 2 'HATER TIGHT HOUSE CAP TYPICAL IN PROTECTED AREAS NON- PROTECTED AREAS (LAWNS, OTC.) 2' -O' TAIL REQUIRE SERVICE BOXES 03 -15 -20/3 APPROVED FOR CONSTRUCTION BY: DATE: DireIXOr of Public Works APPROVAL m � �M w rc H f g a a M F a 0 Z 0 W " z S l^ m W 3 °2 Z; QriI 0V Q 0: Tow W N o1 ^w z z l7 '^ u NUJ 0 > °3 a i a I ry f o i ry 0 9 J oB��Ee�.�s 8 n Q I BE�b`geE� V) _ g � C O JC aa5'w6 �� JI� � Ig 23 I� H � W W Q o (if � a of O _I ; 1 W Q ki I� ma N C) a � _ J I OQ �F- Al2 -282 - /46 -0263 C -502 GRADE k SMOOTH FROM. HOUSE COPPER 250 FEET q8 AWG COPPER 350 FEET lac[ >r¢wncA UV rv> FOR n N7TH COMMON HEY J BY THE CITY MANUFACURER AUVI IIVNAL INFORMATION}, DECAL -SEE SPECIFICATIONS � J ALARM LIGHT AND 'SILENCE S UTTON 1 "C. 8 -$12 FROM POWER TO STEP TANK - SIMPLE% SOURCE '1'2 °C. 13 -y12 TO STEP TANK - DUPLEX r2 "G, 17-412 TO STEP TANK - TRIPLE% USE r^ uNlon To CONNECT APARATUS FOR PRESSURE TESTING SERVICE LID WITH STAINLESS STEEL 18' MIN RISER HEIGHT TYPICAL WITH � AND NEOPRENE GASKET ALL NON- TRAFFIC GEARING TANKS I" pIA.PVC HOSE AND LEAK SUFFICIENT ASSEMBLY WIRE TO ALLOW FOR ORIENT BALL VALVE PUMP REMOVAL AS SHOWN. BALL VALVE ELECTRICAL SPLICE BOX PATH GEED SHALL BE WITH 12' BELOW ALL CONNECTIONS SHALL BE MADE WITH LID HEAT SHRINK DUTY CONNECTORS - 21" OR 24° PVC fffJO" DIA RIBBED PVC RISER W /LID SLOPE GROUND AWAY FROM RISER -+ /RISER NTH NEOPRENE 14 GAUGE OF 10" FROM TOP OF RISER TO C / GROMMETS INSULATED 11' F ELECTRICAL CONDUIT -L TONING WIRE INSTALL TYPICAL PUMP CONTROL PANEL APAP `OVE� DWG: N0(� PUBLIC WORKS DIRECTOR DATE 7-61 JY 1 JEG I TP (CARSON OR RICH) ABOVE I" GROUND 1 � EXISTING GROUND STANDPIPE PVC C.O. --- DOUBLE SWEEPING TEE FERNCO COUPLING OR APPROVED EQUAL 14 GA,. COPPER TONING WIRE WRAP ONCE AROUND CLEANOUT NEW 4" PVC SEWER LINE (YYP) (3034) 29 SLOPE. TO TANK EQUAL JY LEG IN }/4" EY CONDUIT 5 €AL` RISER m � ELECTFICAL COO T rN RISE CURE - INSTALL -� � N 111 TOE( I R [ V RISER N LIQUID OROR CON ETE T VFF, -� -ALARM k TANKS i`I'Ull }�J -- REDUNDANT M� 1 P ASBcMBLY vC RCAI AS SET NOFF BY CITY OF YELM 0 3,000 GAL TANKS SHALL F41" 1-1/4' DIA INLET HOLES AROUND HAVE A 25" DOWN PIPE ICE i PERIMETER OF VAULT A" DIA, PVC FLOW H INDUCER PVC BIDTUBE �SUBMERSISLE EFFLUENT ORENCO TURBINE tO GPM THE MATERIAL FOR DUPLEX, TRIPLEX. AND CLASS 1 DIVISION 1 P.10 0511 051 PUMP NTH . INSTALLATIONS WILL VARY: III[ CONTRACTOR SHALL MEET THE . /8" BY -PASS ORIFICE INTENT OF THE INSTALLATION REQUIREMENTS SHOWN IN THE 1 50 POWER CABLE AND IN THE DISCHARGE HEAD TYPICAL STEP INSTALLATION. ALL BE H- - NKS THIS P ?007 THIS POLICY IS NO LONGER IN AFFECT DEPT. OF TOP OF STEP TANK BAFFLE FERNCO COUPLING OR APPROVED TYPICAL CONNECTION. TP DWG. NO. PUBLIC WORKS NOTE: PANEL SIZE MAY VARY DEPENDING ON TYPICAL SIMPLEX STEP TANK INSTALLATION APP.. RC�V ,0 DWG. N0. PUBLIC WORKS DIRECTOR nerr �_9 JY JEG TP EDGE DF 2 'HATER TIGHT HOUSE CAP TYPICAL IN PROTECTED AREAS NON- PROTECTED AREAS (LAWNS, OTC.) 2' -O' TAIL REQUIRE SERVICE BOXES 03 -15 -20/3 APPROVED FOR CONSTRUCTION BY: DATE: DireIXOr of Public Works APPROVAL m � �M w rc H f g a a M F a 0 Z 0 W " z S l^ m W 3 °2 Z; QriI 0V Q 0: Tow W N o1 ^w z z l7 '^ u NUJ 0 > °3 a i a I ry f o i ry 0 9 J oB��Ee�.�s 8 n Q I BE�b`geE� V) _ g � C O JC aa5'w6 �� JI� � Ig 23 I� H � W W Q o (if � a of O _I ; 1 W Q ki I� ma N C) a � _ J I OQ �F- Al2 -282 - /46 -0263 C -502 n N7TH COMMON HEY J BY THE CITY MANUFACURER AUVI IIVNAL INFORMATION}, DECAL -SEE SPECIFICATIONS � J ALARM LIGHT AND 'SILENCE S UTTON 1 "C. 8 -$12 FROM POWER TO STEP TANK - SIMPLE% SOURCE '1'2 °C. 13 -y12 TO STEP TANK - DUPLEX r2 "G, 17-412 TO STEP TANK - TRIPLE% USE r^ uNlon To CONNECT APARATUS FOR PRESSURE TESTING SERVICE LID WITH STAINLESS STEEL 18' MIN RISER HEIGHT TYPICAL WITH � AND NEOPRENE GASKET ALL NON- TRAFFIC GEARING TANKS I" pIA.PVC HOSE AND LEAK SUFFICIENT ASSEMBLY WIRE TO ALLOW FOR ORIENT BALL VALVE PUMP REMOVAL AS SHOWN. BALL VALVE ELECTRICAL SPLICE BOX PATH GEED SHALL BE WITH 12' BELOW ALL CONNECTIONS SHALL BE MADE WITH LID HEAT SHRINK DUTY CONNECTORS - 21" OR 24° PVC fffJO" DIA RIBBED PVC RISER W /LID SLOPE GROUND AWAY FROM RISER -+ /RISER NTH NEOPRENE 14 GAUGE OF 10" FROM TOP OF RISER TO C / GROMMETS INSULATED 11' F ELECTRICAL CONDUIT -L TONING WIRE INSTALL TYPICAL PUMP CONTROL PANEL APAP `OVE� DWG: N0(� PUBLIC WORKS DIRECTOR DATE 7-61 JY 1 JEG I TP (CARSON OR RICH) ABOVE I" GROUND 1 � EXISTING GROUND STANDPIPE PVC C.O. --- DOUBLE SWEEPING TEE FERNCO COUPLING OR APPROVED EQUAL 14 GA,. COPPER TONING WIRE WRAP ONCE AROUND CLEANOUT NEW 4" PVC SEWER LINE (YYP) (3034) 29 SLOPE. TO TANK EQUAL JY LEG IN }/4" EY CONDUIT 5 €AL` RISER m � ELECTFICAL COO T rN RISE CURE - INSTALL -� � N 111 TOE( I R [ V RISER N LIQUID OROR CON ETE T VFF, -� -ALARM k TANKS i`I'Ull }�J -- REDUNDANT M� 1 P ASBcMBLY vC RCAI AS SET NOFF BY CITY OF YELM 0 3,000 GAL TANKS SHALL F41" 1-1/4' DIA INLET HOLES AROUND HAVE A 25" DOWN PIPE ICE i PERIMETER OF VAULT A" DIA, PVC FLOW H INDUCER PVC BIDTUBE �SUBMERSISLE EFFLUENT ORENCO TURBINE tO GPM THE MATERIAL FOR DUPLEX, TRIPLEX. AND CLASS 1 DIVISION 1 P.10 0511 051 PUMP NTH . INSTALLATIONS WILL VARY: III[ CONTRACTOR SHALL MEET THE . /8" BY -PASS ORIFICE INTENT OF THE INSTALLATION REQUIREMENTS SHOWN IN THE 1 50 POWER CABLE AND IN THE DISCHARGE HEAD TYPICAL STEP INSTALLATION. ALL BE H- - NKS THIS P ?007 THIS POLICY IS NO LONGER IN AFFECT DEPT. OF TOP OF STEP TANK BAFFLE FERNCO COUPLING OR APPROVED TYPICAL CONNECTION. TP DWG. NO. PUBLIC WORKS NOTE: PANEL SIZE MAY VARY DEPENDING ON TYPICAL SIMPLEX STEP TANK INSTALLATION APP.. RC�V ,0 DWG. N0. PUBLIC WORKS DIRECTOR nerr �_9 JY JEG TP EDGE DF 2 'HATER TIGHT HOUSE CAP TYPICAL IN PROTECTED AREAS NON- PROTECTED AREAS (LAWNS, OTC.) 2' -O' TAIL REQUIRE SERVICE BOXES 03 -15 -20/3 APPROVED FOR CONSTRUCTION BY: DATE: DireIXOr of Public Works APPROVAL m � �M w rc H f g a a M F a 0 Z 0 W " z S l^ m W 3 °2 Z; QriI 0V Q 0: Tow W N o1 ^w z z l7 '^ u NUJ 0 > °3 a i a I ry f o i ry 0 9 J oB��Ee�.�s 8 n Q I BE�b`geE� V) _ g � C O JC aa5'w6 �� JI� � Ig 23 I� H � W W Q o (if � a of O _I ; 1 W Q ki I� ma N C) a � _ J I OQ �F- Al2 -282 - /46 -0263 C -502 i`I'Ull }�J -- REDUNDANT M� 1 P ASBcMBLY vC RCAI AS SET NOFF BY CITY OF YELM 0 3,000 GAL TANKS SHALL F41" 1-1/4' DIA INLET HOLES AROUND HAVE A 25" DOWN PIPE ICE i PERIMETER OF VAULT A" DIA, PVC FLOW H INDUCER PVC BIDTUBE �SUBMERSISLE EFFLUENT ORENCO TURBINE tO GPM THE MATERIAL FOR DUPLEX, TRIPLEX. AND CLASS 1 DIVISION 1 P.10 0511 051 PUMP NTH . INSTALLATIONS WILL VARY: III[ CONTRACTOR SHALL MEET THE . /8" BY -PASS ORIFICE INTENT OF THE INSTALLATION REQUIREMENTS SHOWN IN THE 1 50 POWER CABLE AND IN THE DISCHARGE HEAD TYPICAL STEP INSTALLATION. ALL BE H- - NKS THIS P ?007 THIS POLICY IS NO LONGER IN AFFECT DEPT. OF TOP OF STEP TANK BAFFLE FERNCO COUPLING OR APPROVED TYPICAL CONNECTION. TP DWG. NO. PUBLIC WORKS NOTE: PANEL SIZE MAY VARY DEPENDING ON TYPICAL SIMPLEX STEP TANK INSTALLATION APP.. RC�V ,0 DWG. N0. PUBLIC WORKS DIRECTOR nerr �_9 JY JEG TP EDGE DF 2 'HATER TIGHT HOUSE CAP TYPICAL IN PROTECTED AREAS NON- PROTECTED AREAS (LAWNS, OTC.) 2' -O' TAIL REQUIRE SERVICE BOXES 03 -15 -20/3 APPROVED FOR CONSTRUCTION BY: DATE: DireIXOr of Public Works APPROVAL m � �M w rc H f g a a M F a 0 Z 0 W " z S l^ m W 3 °2 Z; QriI 0V Q 0: Tow W N o1 ^w z z l7 '^ u NUJ 0 > °3 a i a I ry f o i ry 0 9 J oB��Ee�.�s 8 n Q I BE�b`geE� V) _ g � C O JC aa5'w6 �� JI� � Ig 23 I� H � W W Q o (if � a of O _I ; 1 W Q ki I� ma N C) a � _ J I OQ �F- Al2 -282 - /46 -0263 C -502 STEP INSTALLATION. ALL BE H- - NKS THIS P ?007 THIS POLICY IS NO LONGER IN AFFECT DEPT. OF TOP OF STEP TANK BAFFLE FERNCO COUPLING OR APPROVED TYPICAL CONNECTION. TP DWG. NO. PUBLIC WORKS NOTE: PANEL SIZE MAY VARY DEPENDING ON TYPICAL SIMPLEX STEP TANK INSTALLATION APP.. RC�V ,0 DWG. N0. PUBLIC WORKS DIRECTOR nerr �_9 JY JEG TP EDGE DF 2 'HATER TIGHT HOUSE CAP TYPICAL IN PROTECTED AREAS NON- PROTECTED AREAS (LAWNS, OTC.) 2' -O' TAIL REQUIRE SERVICE BOXES 03 -15 -20/3 APPROVED FOR CONSTRUCTION BY: DATE: DireIXOr of Public Works APPROVAL m � �M w rc H f g a a M F a 0 Z 0 W " z S l^ m W 3 °2 Z; QriI 0V Q 0: Tow W N o1 ^w z z l7 '^ u NUJ 0 > °3 a i a I ry f o i ry 0 9 J oB��Ee�.�s 8 n Q I BE�b`geE� V) _ g � C O JC aa5'w6 �� JI� � Ig 23 I� H � W W Q o (if � a of O _I ; 1 W Q ki I� ma N C) a � _ J I OQ �F- Al2 -282 - /46 -0263 C -502 _ g � C O JC aa5'w6 �� JI� � Ig 23 I� H � W W Q o (if � a of O _I ; 1 W Q ki I� ma N C) a � _ J I OQ �F- Al2 -282 - /46 -0263 C -502 Al2 -282 - /46 -0263 C -502 d` °1`.;N .. °1 ::.e. `eB °. e'e° °- a: B°:e: : °•B eo °e° ° .. , eprt T IL li °Bee.Pe. °. 9. q,P• y8 °q ° ° °" " °rv8 °8• ° °h,- ° ° +4.i °` °8° ,N a8 °8 ° e •'h8r TA CONCRETE FILED BOLLARD PER DETAIL 201 VERIFY _ `. A' - "'° ✓ i , ^�';, LOCATION 4 QUANTITY WITH �O MCDONALD'S CONSTRUCTION °$a(Eg �, ' _... _ MANAGER. m PROVIDE NEW 3' -5' W TALL TH �s•° ( X; 3 §i 1:.. � 7 SHRUB REFS PYRAMIDAL I TLO TLO SHRUB TREES AROUND HE SOUTH \ 5'OONGRETE SLAB W/' SIM. AND WEST WALLS OF THE ; ° ° l U TRASH CORRAL, SPACED AT 2' +`.' 4 66", X 6" - 2.9 X 2.9 W.W.F. ( :{I TA. GMU TO 2'-6" O.G. PER GRAFTER i ' OVER-GOMPACTED ' RANULAR BASE COURSE. _. ''' rg'.O•Y COD OF THE YELM MUNICIPAL ° CODE PROVIDE NEW GROUND `� DETAIL 3/TI.i. iY "I= J COVER AS NECESSARY TO ° MATCH EXISTING. q' N ly I I PROVIDE AND INSTALL I 1/2111p X ° "h I i �. � � O � r > � 6" PIPE SLEEVE FOR EACH CANEo BOLT AT FULL OPEN AND z a, z REINFORCING: ASTM A615, 6R 60 CLOSED POSITIONS, TYPICAL °ry7 § - ,r m `i Ui = w a VERTICAL45 a 16" OA. SEE 2✓TI.I. HORIZONTAL -(2) 715 a TOP 4 5, BOTTOM AND a 45" O.C. 6' A GALV. STEEL POST FILLED ! W/ CONCRETE. EMBED 5'-0' LINE OF MN., FR95T FROOF INTO CONCRETE FOOTING, .::' \ BELOW H05E BIBS n _ i TYPICAL WALL CONSTRUCTION .� _ i TYPICAL. SEE DETAIL 2O/TI.O. / TLO ,x m m ry �qe CEMENT BOARD 510IN6 (HORIZONTAL LAP) — .i m = o . -. FUII IN& 5TRIPS PER MFR. RECOMMENDATIONS FOR CMU ANCHORING LIQUID APPLIED KRIS. I � i ?, 8" CMU (SOLID 6ROUT) 7 \ REGI ED z AR T 5 DONELS WITH STANDARD HOOK TO MATCH VERTICAL REINFORCING 8 s7alE�WaswWC oEIS Ammo. TLO � � v CONCRETE SLAB PER I q 20' -0" T.O. GRADE NOTE: EXTEND u . a.- ND WATER LINE T 0 „ 3/TI 2: , 1 . LOCATION OF TRASH NEW .A .ae' S d Tc /'° r `.. - e ♦ , —4 r . -.i DETAIL T 7 T:77�/ --'7`= ° 1 - °--°� - _ '4. .,�: •` ! CORRAL' i�c�i e \/ � / �,. \'\ vii �./ �.�% \��`\ � / /,, % //; � '� /;� �� // �'� ✓/ /'; .0 // A / v/ �' / °// / �/ � i/ / / v% ,' , � / � //i 3-0 MIN: \' / /� \ CENTER UNDER, WALL /�� / i� , , / �' _ �, %i A , y/ �' AAce+rEa uNVER /� s m /i WALL Li. 13 SECTION v `� TRASH ENCLOSURE TLQ TIA 5GALE: 5/4" = I' -0" 6 TRASH_SEGTIOdDW6 TI.O SCALE: I/4" = I' -O' I U v 50LID GROUT SMOOTH FACE CMU PALL 0 DEMENT BOARD TO TH SLOPE SLOPE J o° B a d m o 0 MATCH MAIN BUILDING - o PAINT TO MATCH BASE r NEW THUG OCLIDEI NTALI3 MATCH ADJACENT NISH PAINT To % / Q S ° " o v / o v/ v °� «°om'o - 8' -0" �. CEMENT BOARD TRIM ¢ GATE LEAF = 9' -l" (VERIFY) 2" SHRUB TREES PER PLAN, / / DETAIL 6 ?IA. T.O. CMU 6° DIA. STEEL 6ATE POST, &ALV. METAL DECK o o ° °c GONG. FILLED WITH TUBE STEEL Q // \ / ✓;" — _ ° °— . FRAME 4 BRACE. �• ,r / _ _ /y.: v ,^, m t m PAINTED 6ALVANIZED METAL PAINT TO MATCH BASE f do` HINGE, SEE DETAIL DECKING BOLTED TO STEEL COLOR OF BUILDING. � TUBE FRAME SEE DETAIL 4/n.0. y '' - A • / 4 /f' '� L 2 X2M "XI /4 STEEL TUBE / ? i �'° ° ° • `� DANE BOL75 OTT OPEN _. __ \� P� TRASH WALL GONSTRUGTION / .�/ FI .\ .IOINTS, TYP EA 6 TE / , ® m % ` 0 ° • _ 2 "X2 "XI /4" STEEL TUBE HOLES FOR BOTH OPEN _ \ FRAME W/ WELDED JOINTS, 4 CLOSED POSITIONS) __ _ —_ _ __ �, I LEAF o $ o °c`nYo E TYP. EA. &ATE LEAF T.O. SLAB FOUNDATION BELOW, _� —� — __ --' — — — — — __ — — o '- — — — -. - -0 —� /� . �7® 9 Y ; UU�pryp�?(OV TYR is .5 L N L IL -- — IL— _ J / ' 6" DIA.�ALV. STEEL/ as,. GATE POS'f>\ coNCRErEPAVBMErrt I S TRASH ENCLOSURE FRONT ELEVATION FILLED,TYP T TRASH CORRAL DETAIL I TIA SCALE: I /4" = 1' -0" TLO SCALE. 3" Ib" z w w FILE NAME � s i PAIN � / ALVAN _ TEID,� I sx ME'fAL'... DECK L a W TO STEEL. TUBE `. A � a 71 FRAME _ ! MILL GONSTRZT10N PER DETAIL I6/TLO ro • 3/4" PIA. CANE BOLT. ' °�+° °° 75 a I2" oA. T.O. CMU �� SEE DETAIL 2/fl.l l� u. (S) 5 VERT. - - NEW THUG OCCIDENTALIS P.T. STARTER STRIP W R z w AT BO a 9" O.G. • • L - - N DETAIL b/f1.0. 2" ALV. METAL FLP5HIN6 - _ —... __ _- __ — — SHRUB TREES PER PLAN, (B) 5 EA. WAY • Z AT BOTTOM 61" MINE @ HA OR PER ; u u MANUFACTURER REGUIRENENT5 I� r : w • _ • • Ig/71.0 -PAINT TO _ - I Q MATCH BASE COLOR - / / FOUNDATION BELOW � z OF BUILDING - - - - &ALV. METAL FLASHIN&I I. 3' -0' X B' -0" SQUARE I - - PINISH TO MATCH ' I LLI a ,' { T.O. SLAB Y u FOUNDATION BELOW ll{ j L — — — J Al2 2P,2 #46 -- 026':5 2D POST DETAIL 6 TRASH ENCLOSURE SIDE ELEVATION 3 CEMENT BOARD BASE GATE LEAF DETAIL 71 0 TLO 5CALE: 3/4" = 1' -0" P05T.DWG TIA SCALE: I /4" • -W 0 SCALE: 3" = I' -0" TRASH_GB�ASE.DW6 TI.O SCALE: 3/4" = r-o, GATEIEAF.DW6 TRASH CORRAL_ T � o m " —METAL COLLAR, TYP. Y✓ELD BOTTOM DOLLAR TO POST. SEE 20/(1.0. ELEVATION GATE HINGE DETAIL SCALE: 1 1/2" = 1' -0" Q iv 4' 1/2" STEEL PLATE 1/2" BOLTS TO FRAME 5/4" CANE BOLT YV 4' HOOK CANE BOLT DETAIL SCALE: 1 1/2" = 1:-0" —STEEL FRAME — PAINTED GALVANIZED METAL DECKIN6 —METAL COLLAR TO FIT OVER 6" DIA. P05T (GREASE AREA BETWEEN 1.. POST i HINGE) WELD TO FRAME / �2" X B" TRIM ANGLE —TACK WELD TRIM ANGLE TO TH15 SIDE ONLY — HYDRAULIC GREASE FITTING DRILL 4 TAP HOLE (TYP. 4 PLACES) PLAN I" NIPPLE WELDED TO PLATE COLLARS 5/4" CANE BOLT W/ 4' HOOK IF I ®wa d� �t a $+ u o er +- } iV a z c d °oL'a °E`o_o O avv o >> �i 2 a J °`o dv° Ana v Il 0 R i C m y 0« m FOLLOW LOT FOR DRAINAGE kll o V, _ ° °1 0 t5 03 N PAVEMENT (SEE SPECS) © V O= = `o ° °c o a v a 'D tom:°- voc � c z IQ I u G bV w w 0 Uj o J~C� °Od 5" CONCRETE SLAB WITH HI -TECH L U W y o q o FIBERS REINFORCEMENT, SEE 517E ° p m FLAN FOR LOCATION Z a` y S 4" COMPACTED GRAVEL J c o m Vl Z s v Al2 fl4(, 2 u z lL '�o.3 onoo C TRASH d J F L m0« NmN ry Fn3 r°..c «m« z: m lla y J G� ry IF I ®wa d� �t a $+ u o er +- } iV TRASH CORRAL PAD DETAIL SCALE: 1 1/2" = 1' -0" G ILL n . d n j 1 o LLB a 1 c d °oL'a °E`o_o avv o >> �i a J °`o dv° Ana v Il 0 NOTE: SLOPE PAVEMENT TO C m y 0« m FOLLOW LOT FOR DRAINAGE kll o V, _ ° °1 0 t5 03 N PAVEMENT (SEE SPECS) © V O= = `o ° °c o v a 'D tom:°- voc � £ IQ � t bV r 0 Uj o J~C� °Od 5" CONCRETE SLAB WITH HI -TECH L U W y o q o FIBERS REINFORCEMENT, SEE 517E ° p m FLAN FOR LOCATION 0 C'! 4" COMPACTED GRAVEL c o m Vl n s v Al2 fl4(, G263 lL '�o.3 onoo TRASH CORRAL L m0« NmN ry Fn3 r°..c «m« TRASH CORRAL PAD DETAIL SCALE: 1 1/2" = 1' -0" G ILL n . d n j 1 o LLB 1 c �i Il � kll 'D III � £ IQ � t r L U W C'! Vl n s v Al2 fl4(, G263 TRASH CORRAL