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20120312 Redline Plan Cmts 2 03292013
VICINITY MAP LEGEND PROJECT DATA GENERAL NOTES z <nu EXISTING CONGREiE CURBIIIG TO REMAIW REAR 517E AREA: 57506 S.F. 1. PROPOSED UTILITIES ARE SHOWN IN SCHEMATIC ONLY. EXACT PARCEL HAS: 21124411702 ECONOMICS SHALL BE INSTALLATION. HIED TO ALLOW FOR THE COST NEN CONCRETE GIRBINCi ECONOMICAL INSrALLAnaN. ZONING: C-I (COMMERCIAL) . EXISTING CONSTRICTION TO BE DEMOLISH! LISE: FAST FOOD RESTAURANT (EXISTING) 2. THE CONTRACTOR SHALL ORDINATE VITA ALL UTILITY COMPANIES ® NEW STRIPING OCCUPANCY: A-2 (EXISTING) TO DETERMINE EXACT POINT OF SERVICE CONNECTION AT EXISTING TYPE OF CONSTRUCTION: V$ (EXISTINK) UTILITY. REFER TM THE BUILDING ELECTRICAL AND PLUMBING DRAWINGS FOR UTILITY SERVICE ENTRANCE LOCATIONS, SIZES, AND EXI5TINS STRIPING TO REMAIN BUILDING AREA: EX15TIY16 BUILDING AREA: 2587 S.F. CIRCUITING, BUILDING ADDITION: + 762 S.F. ( EXISTING LANVSGAPINs TO REMAIN TOTAL BUILDING AREA: 5,349 5.F. 3. FINISH WALK AND CURB ELEVATIONS SHALL BE 6' ABOVE FINISH O EXI5TIN6 PARKING: 44 STALLS PAVEMENT. 4 O PEW LANDSCAPING PAWING, R6GT11RED: 3SM / 200 50. FT. 68055 FLOOR AREA= 17 BASED ON i- E __ _. 1 EXISTING C*ICRETE TO REMAIN PARKING PROVIDED-. 54 STALLS ry ACCESSIBLE R=JRED: 2 5TK-LS (BASED ON 54 STALLS PROVIDED) w NEVI CONCRETE ACCESSIBLE PROVIDED: 2 STAW S SITE: G1 w :u EXISTING CATCH BASIN EXISTING IM BNIWS: 24678 50. FT. - 659% > Ll > IlI Ll EXISTING LOT LIGHT EXISTNK LANDSCAPE: 12,A22 50. FT. = 541% 'y r Ir < N €a.Z EXIST1NK IAN SCAPE TO. 41M 50. FT. i m < zr • NEW "' THIS OCCIDENTALIS PYRAMIDAL 5HFW TREE BE REPLACED DEMOLISHED ItME�VI0U5 /: 1,275 SO. FT. a_ �7_ J r D d N✓EA PIERIS IAPOWA VARIB&ATA' (VARIEGATED PIERS); 5 GAL WA LANDSCAPE j � > < DEMOLISHED LANDSCAPE/: 1771 so. FT. ADA SITE PLAN KEYNOTES 'O"'•'� 015 °' TOTAL PROPO".NE9 IMIPERVIOUS: 24,674 50. FT. =659% m, m m ry AD-0I RELOCATE BARRIER -FREE ACCESSIBLE STALLS MYF. OF 2) AS 5HOYN, WITH A q6' MIN. TOTAL PROP05M LANDSCAPE: 12,026 5O. FT. =341% WIDE ACCESS AISLE BETY♦EEN THE STALLS. ENSURE ALL SLOPES AT NEW PARKING SITE PLAN KEYNOTES STALLS d ACCESS AISLE DO NOT EXCEED 15% IN ALL DIRECTIONS; RESRADE PARKINS LOT AND 5EALGOAT AS NECESSARY. PAINT ACZES59XE SYMBOL AT STALLS PER 4/501. INSTALL NEW ACCESSIBLE PARKING STALL SISIN5 TO BE MOUNTED WITH BOTTOM SP -0I REMOVE EA5T1N6 NEW BOARp 6 PROVIDE (2) NEW OPO HIM BOARDS AS SfOW v I I iY OF THE LONEST SIGN AT 60" MIN. ABOVE ADJACENT PARKIN6 SWAGE (TYP. OF 2) SEE DETAIL IOMTH AND DETAIL 2/1771.0 FOR EXACT LOCATIONS. PER DETAIL 6/501. "VAN ACCESSIBLE' STALL 51644 TO BE LOCATED AT STALL NTH SP-02 REMOVE E45TINS CUSTOMER ORDER DISPLAY d INSTALL (2) NEW 015TOM•BR ORDER PA655E ISM SIDE ADJACENT TO ACC-E55 AISLE. PROVIDE NEW MINE GIRB RAMP AS 016FLAY UNITS WIN INTEGRAL CANOPY AS SHOW! PER DETAIL b/DT1.2. SEE DETAL SH OM E REFER TO DETAIL q/50I FOR INFORMATON. SLOPE IN RAJ DIRECTION SMALL 2=D FOR EXACT LOCATIONS. PROVIDE SPEECH/ HEARING IMPAIRED SMA6E AT BE I)% MAX. d CRO55 SLOPE SHALL BE NO 6REA.TER INAN 15%. TOP 4 BOTTOM COD PER DETAIL 7/501. MWMASI"4W370N YELM AVENUE W. S.R. 5'10 LANDIN65 TO BE ENTIRE WIDTH OF CURBB RAP 6 EXTEND 60" ATH01T EXCEEDING 15% INSTALL NEW VEHICLE DETECTOR LOOP'' AT NEN ORDER POINTS PER 2/C 0 ( ) SLOPE IN ANY DIRECnOR PROVIDE DETECTABLE WARNINGS A5 NECES5AW. SEE � RD40VEIBLE STALLS AHD T AS NE E5 A TENS PAIRICINS STALLS AS MAX $LOPE Ic DIR6�CnONS 5P-04 T I TM LOCATION) PATCH t REPAIR CONCRETE PAD AT EwsrN6 YELM AVENUE W. S.R. 510 SEE 16 t 2oron.1. ��� *owo -02 4 SM OOT TRA IN ADJA LT PROVIDE 18Y CGfNLRETE PM AT INFORMATION. (21 NEW CDONAY SIGN PAGKALES AS SHOWW. sYA _ N 52 OA}'Op W ��, 8 SMOOTH TIRANLrMTION TO ADJACENT ASPHALT STALLS. COORDINATE LOCATION NTH 2'roTIA < MCDONALDS CONSTRITION MANAGER TO _ SITE ENTRANCE. SEE DETAIL 8N712 FOR MORE ® RET'EDIAMON OGGUt51N AD -0I PAVING SPECIFICATION 5P 05 PROVIDE NEW OPO MC OINAI S L'7OARD PER DETAIL AND (791 50, FT). VERIFY (MINIMUM 3' TOTAL COMPACTED ASPHALT THICKNESS) TIN ! ® REMOVE i REPOIA2 EXTERIOR WALKWAY AT BUILDING TO EXTENT NECESSARY TO LOCATION A7HH MGDONALDS PROJECT MANAGER ACID DETAIL Z/DTIA. y ��� �•. • - \ ENSURE A MAXIMM SLOPE OF 5% IN THE DIRECTION OF TRAVEL d MAXIMJM 15% CROSS ya.0b PROVIDE MERGE POINT MONITOR MOULTED ON POLE WITH FOUNDATION; EXACT O ° \ SLOPE. REMOVE EXISTING d INSTALL N D4 IWLRE GARB RAMPS AS SHOW RffffL TO = w -04 \ DETAIL q/5DI FOR MORE INFOW4ATION SLOPE FOR IN -LINE CURB RAMP IN R1N LOCATION TO 8E COORDINATED KITH MGDONALDS CONSTRUCTION MANAGER. PROVIDE 2' CONDUIT TO CASH BOOTH .AMCTION BOX. CONNECT TO ELECTRICAL t « i 5P -10 \ Q I DIRECTION SHALL BE 6% MAAKM AND GROSS SLOPE SHALL BE NO GREATER THAN t In DATA SYSTEMS A5 NEC,E55ARY SP-16 ITT . _ 5P -II 15%. TOP ACID BOTTOM LAFIDINKS TO EE ENTIRE ACTH OF GJRB RAMP AND EXTEND e - - - - 5P-07 PJ3bVE EXISTING CONCRETE/ ASPHALT DRIVE -T}HRU LADE AS NECESSARY TO NIitE XcDOIALD'S ENGINEER RESERVES THE RIGHT TO IEOLST A COMPACTION Y� 60" NTHOUf EXCEEDING 15% SLOPE IN ANY DIRECTION. PROVIDE DETECTABLE DACE � �_ NEM PAVING AND CURBING THROLJSP TEST AND/OR A CORE SIMPLE. IF TESTS PROVE CORRECT, PER ABOVE WARNIN65 AS NECESSARY PER 10/SDI. ENSURE THAT THERE ARE NO CHANGES OF LEVEL C RIVE_nIPoI LPtffS PS SHOYAI MR MGDONALOS SPEGIFIGATIONS• SLOPE TO DRAIN TO SPECIFICATION, TESTS WILL BE AT THE EXPENSE ME McDO ALB'S, GREATER THAN 1/4' OR 1/2" NTH BEVEL AT THE EXPANSION JOINTS AND THE DOOR OTHERWISE. G.C. WILL BE CHARGED. EXISnNK CATCH BASINS AS NECESSARY. SEE DETAILS 2roTl.l, 3/DTI.I d 4/071.1. YC `s 5P -12 �. ENSLRE ASLIP- RESISTANT BROOM FINISH AT CONCRETE WALKYiAY. PROVIDE A 5'X5' LANDING AT ALL DOORS AND GIAN6E5 IN DIRECTION NITIH 15% MAX 5P-08 DEMOLISH EXISTING LANDSCAPING t CONCRETE CURBING AS NECESSARY To LOT LIGHTING RECOMMENDATION SLOPE IN ALL DIRECTIONS. SEE DETAILS II t 12/SDI. ACCOMMODATE REVISED 4 ASPHALT CONFIGURATION. INSTALL NEW ET DT1EIE E {i SP -19 • w w DRIVE -TINY ENE, CURBS t ASPHALT TO MATCH ADJACENT. SEE 511$7 DTI.I. m' c a AD-05 SEE FLOOR PLAN w O EXISTING LOT LIGHTS TO REMAIN. VERIFY WITH McDONNJYS CONSTRUCTION G FOUR NEW CONCRETE 51DFJYALK AT ENTRY DOOR AND ESURE A MAK CHANGE IN R '� ExISnNG PLArrar, EXTERIOR SEATING, COVERING AND EXTERIOR MANAGER IF CLEAN /RELNP OR NO WORK DURING THIS PROJECT. d ilANT ® STORE RONT. VERIFY NTH MCOONALD5 CONSTRUCTION MANAGER IF SALVAGE OR Q 12 `a= -21 I6'-0 ,n,P LEVEL I/4' OR I/2' NTH BEVEL AT DOOR THRESHOLD. DISPOSAL, RB40VE EXISTING CONCRETE AS NECESSARY TO ACCOMMODATE NEW Q AD-07 SEE FLOOR PLAN CORK a ® • Q 5P -27 SEE FLOOR PLAIN 5P-10 PROVIDE NEYM 517E d DRIVE -7HRL! STRIPING/ SYMBOLS TO EXTENT SHOW PAINT TO 'n '- AD-13 AD-18 SP -12 it BE {K COATS EE DETAILS YELLOW AT DRIVE -iHRL t (2) COATS TRAFFIC WHITE AT v o E TYP. `�-� I c I I ® � SEE FLOM PLAN FLOOR PLAN PARpNK; SEE DETAILS SFHEET SDI. BID AJ.T: SEALCOAT EXISTING ASPHALT TO REMAIN Z N v `o u c A m ® NA s it ARIL SEE FLOOR PLAN CI =R -II EXISTING LAND.CAPE TO RENNIN, TIT. PATCH d REPLANT AS }FOE55ARY TO c E° o ° °° PCCOMTIODATE DEMOLITION d NEN CONSTRICTION. RESTORE ANY DISTURBED ° o D E a o STAU RANT I AD -12 SEE FLOOR PLAN >' o•« SP-14 EXISTING LAND3GAPINK. °- ° 0e, ° o u o q I AD -I3 REMOVE EXTERIOR SEATING TO ACCOMMODATE N EA DINING AREA EXPAN510NL SP-12 NEII'H LAWX.ICAPINS TO MATCH ADJACENT. A DRIVE -TI LOGO DNS, co EXISTING � AD-14 SEE FLOOR PLAN PLANTIN65 ALL NOT INHIBIT MEIN OF DRIVE -THRU 516NA6E FROM 015TOMER5. 5EE PARKING INFORMATION 15 c 9 � Y ° • q 18' -0" ® .. n T i M'CDONALD'S AD-IS REMOVE EXISTING PLAYTOY TO ACCOMMODATE BIALDIN6 EWASION POUR WJM LAND`-iCAPE DRANN65 FOR MORE INFORMATION. PROTECT 5TH 5Y5TE4 A10 GREASE Q '5 B§. RESTAURANT 5-01 ACCESSIBLE EXTERIOR NALKA4Y AS ° O M TO ENSURE A MAXIMM SLOPE OF 5% IN INTERCM-TOR MANHOLES FROM DAK46E WRING CAI5TRXTION. REMOVE EXISTING TBTK 34 V -O' X IV -O" SPACES O BP o 4 a � y ° . �co - Ap -0I THE DIRECTION OF TRAVEL d MAXIMM 15% CROSS 5LOPE INSTALL NM IN -LINE CURB CONCRETE WALKWAY AT EXISTING DRIVE -TiRU SIDE DOOR FOR N✓EA LANDSCAPING. SPAFES -- . 2 „587 SQ. FT. RAMPS AS 5HOHW. REi� TO DETAIL q/5DI FOR MORE INFORMATION. SLOPE FOR � 5P -19 INSTAJ. WA GUARDRAIL AS SWOYN ACID P82 AD-15 SEE DETAL 0/SDI i FINISH PER. A SQ. FT. _ IN -LINE CURB RAMP IN PJM DIRECTION SHALL BE 8% MAXIMM AND CROSS SLOPE ELEVATIONS- 3N4 v 5P -10 3,34J SQ. FT. SHALL EE NO GREATER THAN Imo. TOP AND BOTTOM LANDINGS TO BE ENTIRE ACTH cam+ -14 PANT EXISTING BOLLARDS (2) COATS TRAFFIC YELLOW. PROIAVE NEW BOLLARDS y 2°8579".0 o' ° ° ® ry OF OJRB RAMP AND EXTEND GO' NTHWT EXCEEDING 15% SLOPE IN ANY DIRECTION. o ^ Q AT N6M DRNE -THRU LANES AS NECESSARY. VERIFY F_XTENT WITH MCDONALDS 'a ° o...:. PROVIDE DETECTABLE 14ARWN65 AS NECESSARY PER 10/501. ENSURE THAT THERE ARE COHUrTRYOTION MANAGER. SEE DETAIL 5/DT12 FOR MORE INFORMATION. r ° � o u a v 4 Z [� NO CHANGES OF LEVEL. GREATER THAN 1/4' OR 1/2' YUTH BEVEL AT THE EXPANSION o c o o ° J u SP -21 M I-LUi JOINTS AND THE DOOR THRESHOLDS. ENSURE A SLIP- FE51STANT BROOM FINISH AT 5P -S EXISTING HISTORIC PLAAUE TO REMAIN. PROTECT FROM DAMAGE DURING � 0 J o a o 9 v ygj 'O o CONCRETE WALKWAY. PROVIDE A 5'X5' LANDING AT ALL DOORS AND CHANGES M T TI C E o' co" 02.-o a• ry Q Iq' -0' °tea ° °uc` . _ ml p DIRECTION NTH 15% MAX. SLOPE IN ALL DIRECTIONS. SEE DETAJL 11/501. PROVIDE mEn 5P -16 E4snN& POLE mowT D RDAD516N (gq.l7 Go. FT) AND READER BOARD (24 50. FT) 70 UTILITY INFORMATION Q o e u SF' -27 -Im j GUARDRAIL AS 5HOWL SE= DETAIL 815DI. ESLRE A 60° DEEP X 18' LATCH DEPTH REMAN PROTECT FROM DAMAGE. SIZE TYPE LIBATION Q ° o` o ° -- CLEARANCE AT PULL SIDE OF DOOR SEE FLOOR PLAN FOR MORE INFORMATION. °c S o. a, ?• E 10' -0' s SP_2,P SP -06 5P-FH EXISTING DIRECTIONAL SILO ATI NS, FT. N. E 70 REMAIN. PROTECT FROM DAMAGE. SANITARY SEWER EXISTING AD-Ib SEE FLOOR PLAN SP-IS INSTALL WFEE5TOP5 AT LOCATIONS SHHOYAI. ENSURE CAR OVERHANG DOES NOT SIDE SETBACK I �: I' AD-17 SEE FLOOR PLAN INFORMATION. F INTO THE 44" MIN. WADE ACCESSIBLE ROUTE. 5E'_ DETAIL 15/501 FOR MORE WATER EXISTING ` o a> oc Y SP -II - m AD -18 REMOVE EXISTING PLAYTOY TO ACCOMMODATE MEN DINING EXPANSION. VBRIPY IF ° ® o ° ° - - - O $P -Iq EXISTING FLAGPOLE TO REMAIN. PROTECT FROM DAMAGE. STORM SEWER EXISTING w o'= o c IYP. ® 1 1O1 SALVAGE/ DISPOSAL NTH MCDONALDS CONSTRUCTION MANAGER 11 m o . 'u $ °o 51 K SP -20 RELOCATE EXISTING LOT LIGHT AS = IOYN. VERIFY EXACT LOCATION NTH MCDONAI.DS ELECTRIC EXISTING a ro Q « o o t m O L L CONSTRWTION MANAGER RECONNECT To EXISTING ELECTRICAL AS NARY. GAS EXISTING $ m I SIGN LEGEND SP-21 REMOVE EXISTING TRASH, NEWSPAPER RACKS t OTHER SITE AMI NITIES FOR w I SP -12 w w 8 RfLOCCATION WE 70 BUILDING EXPANSION. VERIFY EXACT LOCATIONS NTH OAER. SURVEY INFORMATION 7YP.. O "YeCOME' 6ATEMAY S16N (2 NEC, 33 50. FT. OF ISNA6E EACH) ISO FT SI6NVSE -� REMOVE d RELOCATE EXISTING SPRINKLER UTILITY BOX AS SHOAJ. VERIFY LOCATION SP-25 D w I NTH MCDONN.DS CONSTRUCTION MANPSER RECONNECT TO EICISTIN6 UTILITIES AS z rl a '� _� n w w w w a W5TOMER ORDER DISPLAY N/ INTEGRAL CANOPY ( ) (2 IEK 5. z ' N [ W 5P-04 "a O NECESSARY. w SP-0B OPO 5P -23 REMOVE EXISTING AND PROVIDE NEW 8' -0" TALL TRASH CORRAL TO PROVIDE 2' -0' OF 'rYi u� W w OPO MEW BOARD (2 NFJM, 389 5Q FT. EACH{) SCREENING ABOVE RER)SE CONTAINERS AND CONCRETE PAD. SEE SHEET TID FOR is `� a ° A 5P-14 B w .. a I MORE INFORMATION N O Op PRE -SELL BOARD (I NEA 791 50. Fr. OF SINAI x•44 REMOVE EXISTING ROOF LA12PM 4 PROTECT FOR RELOGAnoH PER FLOOR FLAN. SEE .1* .e w < .. Sp_p I/A3.4 FOR MORE INFORMATION. 5-10 w . O'ANY LYE, ANY TIME' BOLLARD o NEK 2.E 50. FT. OF 516RA60 _ G 4 o o Y . - F PILL FORWARD SIGN (2 NI % 457 5Q. FT. OF 516NA6W. ESIME 44" MN. CUR SP-26 PROVIDE NEW V-5' TALL THJ6 OCCIDENTALI5 PYRAMIDAL 5HPoJB TRffi AROUND SOUTH u AND VEST YHALLS OF THE NEN CRASH CORRAL, SPACED AT 2' TO 24" OO. PER I- � 1 �.I EIS ACCESSIBLE ROUTE TO RI6Hf OF WAY. CAWTOR YI9O OF THE MM MAMICIPAL CODE PROVIDE NEA 6R0UID COVER AS NECESSARY TO MATCH EXI5TIN6. 2 -10 w w 5P -20 PROVIDE NEM LANDSCAPING AL-0NS SOUTH PROPERTY LINE. PLANTS TO 8E NEW 3'-5' PLAN SCALEN V = 20' SP -12 Y THIS OCGDENTALIS PYRAMIDAL �1B TREE AND NEW PIERIS JAPONICA VAR155ATA' _ % _ - • -• `J £ E_ -� 5-05 (VARIESPATED PIERIS); 5 SAL. VERIFY SPACING WITH CHAPTER 17.50 OF TH>E YELM STREET ADDRESS � LL z W NEVY_ s 4 R =814 1/4 qp q{gdi� L APE SOWINTRAC OR T PROVIDE REOUIREED IRRIGATION TOGA -A 505 YELM AVE W j U e - - - -- - -. - - AND TO SCAM IRRIGATION POND Y PREVENTS RUNOFF OR OVERSPRAY CITY STATE SYSTEM IVEI. w' ONTO OF LE HHARDSCAPE LINVE¢ Al CONDITIONS, REGARDLESS OF AND OR Iv :n > TYR EMPMENT MI5A.I6H4ENT. LAM25CAM 5UBCONTRAGTOR TO LOCATE SPRINKLER HEADS YELM W A COKRtfE 5 w R -38 -0' n LK J F 1 -'= w w w BASED ON THORDUGFI EVALUATION OF PHYSICAL, ENVIRONMENTAL AND HYDRAULIC SITE �J a li CONDITIONS, SPECIFY DRIP IRRI6ATON FOR ALL ZONES PLANTED IN ONE - GALLON OR o o O 0'0 0 ) o 0 G 00 (} o QA 0 0 0 000 p C) LARGER 51ZE, SPECIFY Y€ATHER-BASED IRRIGATION CONTROLLEt5 t SPECIFY CHECK COUNTY j z y I- 'Y 552 °0400" E VALVES WHEREVER NECESSARY TO PREVENT LOW -HEAD DRAINAGE, T H U R S T❑ N ({; )_ o a o �n T 150.00' 2q NEN STEP rANx PER uvlL vrvNbs, 0 w o w SECTION TOWNSHIP RANGE 24 17 1E F N V o v REGIONAL DVG. NO CORPORATE DVG. N0, � �"'j SITE PLAN 46 -0263 13365 1 P ® 2 i'� SCALE: r = 20'-0' ill 01 0 5 10 20 40FT. m SITE PLAN OWNERIAPPLICANT TAX PARCEL NU 21724411702 ADDRESS: 505 YELM AVE W YELM, WA 98597 OWNER / APPLICANT: McDONALD'S CORP ZONING: C -1 CONSULTANTS CIVIL SHEA CARR JEWELL 2102 CARRIAGE DRIVE BLDG H OLYMPIA, WA 98502 PH: (360) 352 -1465 CONTACT: ROSS JARVIS, PE SURVEYOR: MTN 2 COAST, LLC 1506 FAIRVIEW SF 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 I ITII ITIFS JU1Lrt/ UR ICR: CITY OF YELM: PO BOX 479 105 YELM AVENUE WEST YELM, WASHINGTON 98597 PH: (360) 458 -8410 STORM DRAINAGE: PRIVATE ON SITE SOLID WASTE: LEMAY 2910 HOGUM BAY RD. HE OLYMPIA, WA 98516 ELECTRIC/NATURAL GAS: PUGET SOUND ENERGY - PSE 10885 NE 4TH ST BELLEVUE, WA 98009 PH: (425) 452 -1234 CUSTOMER CONSTRUCTION 3130 S 38TH ST TACOMA, WA 98409 PH: (888) 321 -7779 TELEPHONE: FAIR POINT COMMUNICATIONS 106 SECOND STREET SE YELM, WA 98597 CABLE: COMCAST 410 VALLEY AVE NW, STE 9 PUYALLUP, WA 98371 PH: (253) 261 -0945 FX: (253) 864 -4215 CONTACT: ERIC PARTON, COMCAST BUSINESS SERVICES GROUP LEGAL DESCRIPTIONS: LOT 2 OF SHORT SUBDIVISION SS -8076 AS RECORDED IN VOLUME 26 OF SHORT PLATS AT PAGE 374, RECORDS OF THURSTON COUNTY, WASHINGTON. (LEGAL DESCRIPTION PER THURSTON COUNTY ASSESSORS DATA, NO TITLE REPORT WAS PROVIDED) nATI IM- HORIZONTAL WASHINGTON STATE PLANE COORDINATES, SOUTH ZONE, HAD 1983/91, BASED ON TIES TO THURSTON COUNTY CONTROL MONUMENTS. TAR/837 AND TAR1362 NAAD VERTICAL 8 BASED ON TIES TO THURSTON COUNTY CONTROL POINTS TAR/837 AND TAR1362. TBM PK NAIL SET 1' NORTHERLY OF STRIPE END IN SOUTHWEST END OF PARKING LOT. M2C POINT # 101, ELEVATION 349.22 CALL BEFORE YOU DIG THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL EXISTING 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. YELM McDONALD'S CONSTRUCTION PLANS YELM, WASHINGTON 1 lIxe, A19 tj vv �� ♦yA�V tfJ �v �%— // l 1, JP' J � pery X` rr *21 Al 1 \\yy \ % r t r I r i 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. MEET TITLE SHEET DESCRIPTION i C -001 COVER SHEET 2 C -002 GENERAL NOTES AND LEGEND 3 C -100 EXISTING CONDITIONS MAP 4 C -200 TEMPORARY EROSION /SEDIMENT CONTROL AND DEMOLITION PLAN 5 C -201 EROSION CONTROL NOTES AND DETAILS 6 C -300 HORIZONTAL CONTROL PLAN 7 C -400 GRADING AND DRAINAGE PLAN 8 C -401 SITE IMPROVEMENT DETAILS 9 C -500 UTILITY PLAN 10 C -501 STEP TANK DETAILS 11 C -502 UTIUTY 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 18.84.020 (C) YMC, MEETS ALL REQUIREMENTS OF THE INSTITUTIONAL DISTRICT ZONING CLASSIFICATION, AND MEETS ALL OTHER REQUIREMENTS OF THE YELM MUNICIPAL CODE. THEREFORE, THE SITE PLAN IS APPROVED SUBJECT TO THE FOLLOWING CONDITIONS: 1. THE APPLICANT SHALL MITIGATE TRANSPORTATION IMPACTS BASED ON THE NEW P.M. PEAK HOUR TRIPS GENERATED BY THE PROJECT. THE TRANSPORTATION FACILITY CHARGE (TFC) FOR THE NEW ADDITION SHALL BE BASED ON THE INSTITUTE OF TRANSPORTATION ENGINEERS TRIP GENERATION MANUAL, 7TH EDITION FOR A FAST FOOD RESTAURANT, LAND USE CODE (934). 2. AN ENGINEERS ESTIMATE FOR WATER USAGE IS REQUIRED WITH CIVIL PLAN REVIEW. IF ADDITIONAL WATER CONNECTIONS ARE REQUIRED BASED ON THE EXPANSION, THE CONNECTION FEE AND METER FEE WILL BE ESTABUSHED AT THE TIME OF BUILDING PERMIT ISSUANCE. ALL CONDITIONS FOR CROSS CONNECTION CONTROL AS REQUIRED IN SECTION 246- 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 RESPONSIBIUTY OF THE PROPERTY OWNER. 5. A FINAL STORMWATER PLANT SHALL BE SUBMITTED WITH CIVIL ENGINEERING PLANS AND SHALL INCLUDE AN OPERATION AND MAINTENANCE PLAN. BEST MANAGEMENT PRACTICES ARE REQUIRED WRING CONSTRUCTION OF THE SYSTEM. 6. THE CIVIL ENGINEERING PLANS SHALL INCLUDE A FINAL LANDSCAPING PLAN SHOWING REQUIRED 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. PRION TO CIVIL PLAN APPROVAL. 8. THE CIVIL ENGINEERING PLANS SHALL INCLUDE AN ILLUMINATION PLAN CONSISTENT WITH THE YELM DESIGN GUIDELINES 9. THE DRIVEWAY APPROACH TO YELM AVENUE SHALL BE RECONSTRUCTED TO PROVIDE A PHYSICAL BARRIER TO LEFT HAND TURNING MOVEMENTS FROM YELM AVENUE INTO THE SITE AND FROM THE SITE ONTO YELM AVENUE. THE ACCESS SHALL BE CONSTRUCTED TO ASSURE FIRE TRUCK TURNING RADIUS. C. THE SITE PLAN IS 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 Z'U Q w ' W _ Z H J 7 0 UI^ 0 VI k k rc F5 a_ W 0 <I 0 N O W z Z 0 z a� 302 �o Crvu C� G M W om3 �a x oaw m N yx �m3 0 m 3 0 a K U 0 N a hi S N $g0 c 8oY } M J � m w 3 0 (If W ID- O_ N Z Z W LJ 3; k � � 2 EL mO Lr > LLI 9 b I b< N 0 0 0 u Al2 -282 - /46 -0263 C -001 SHEA, CARR , JEWELL GENERAL CONSTRUCTION NOTES: 1. ALL WORK, WORKMANSHIP AND MATERIALS FOR THIS PROJECT SHALL MEET OR EXCEED THE PROJECT SPECIFICATIONS, CITY OF YELM STANDARDS AND MAY INCLUDE REFERENCES TO THE 2012 WSDOT STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION. IF THERE IS A CONFLICT BETWEEN THE SPECIFICATION TYPES, THE MOST RESTRICTIVE REFERENCE SHALL BE ADHERED TO. 2. ALL GOVERNMENTAL SAFETY REGULATIONS SHALL BE STRICTLY ADHERED TO INCLUDING OSHA AND WISHA AND WASHINGTON DEPARTMENT OF LABOR AND INDUSTRY. 3. IT IS THE RESPONSIOUTY OF THE CONTRACTOR TO DULY NOTIFY THE CITY IN ADVANCE OF THE COMMENCEMENT OF ANY AUTHORIZED WORK OR TO SCHEDULE REQUIRED INSPECTIONS. ANY REWIRED INSPECTION TEST WILL BE PERFORMED AT THE CONTRACTOR'S EXPENSE. 4. THE CONTRACTOR MAY BE REWIRED BY THE CITY OF YELM TO PROVIDE SECURITIES BY THE CITY ENGINEER PRIOR TO COMMENCING WORK. THE CITY ENGINEER SHALL RELEASE SECURITIES UPON SATISFACTORY COMPLETION OF THE REQUIRED WORK OR ANY PREVIOUSLY SPECIFIED STIPULATIONS RELATED TO THE REWIRED WORK. 5. THE CONTRACTOR SHALL PROVIDE A WARRANTY ON ALL WORKMANSHIP AND MATERIAL 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, SPEOFICATIONS, AND CONTRACT DOCUMENTS AT THE CONSTRUCTION SITE AT ALL TIMES. 12. A PRE CONSTRUCTION MEETING SHALL BE HELD WTH 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 GUIDELINES AND BEST MANAGEMENT PRACTICES (BMP'S). 14. CONTRACTOR TO MAINTAIN EROSION CONTROL FACILITIES IN ACCORDANCE WITH DRAINAGE DESIGN MANUAL FOR THE CITY OF YELM, THURSTON COUNTY EROSION CONTROL MANUAL, DEPARTMENT OF ECOLOGY STORM WATER MANUAL AND AGC WATER QUALITY MANUAL AND PER THE STORMWATER POLLUTION PREVENTION PLAN (SWPPP). 15. THE CONTRACTOR SHALL SAFELY MAINTAIN TRAFFIC AND CONTINUOUS ACCESS TO PRIVATE AND /OR PUBLIC PROPERTY. 16. CONSTRUCTION SIGNING AND TRAFFIC CONTROL SHALL BE PER THE CURRENT COPY OF THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (MUTCD). 17. THE ROADS DESIGNATED AS CONTRACTOR ROUTES WALL 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, LIGHTING, ETC REWIRED BY THE CITY W 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 ESTABUSHED FOR THAT WORK SHIFT UNLESS TRAVELING TO OR FROM THE SITE. UNDER NO CIRCUMSTANCES SHALL VEHICLES BE PARKED OR EQUIPMENT BE STORED OUTSIDE OF THESE AREAS 20. OTHER CONSTRUCTION PROJECTS MAY OCCUR NEAR THE PROJECT SITE AND MAY BE IN PROGRESS CONCURRENT WITH THE PROJECT. THE CONTRACTOR SHALL COOPERATE AS NECESSARY AND NOT INTERFERE OR HINDER THE PROGRESS OR COMPLETION OF WORK BEING PERFORMED BY OTHER CONTRACTORS. 21. THE CONTRACTOR IS RESPONSIBLE FOR FURNISHING AND 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 LGCATION 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 WNSTRUCTION. 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 APPROVAL. NO WORK SHALL COMMENCE UNTIL ALL APPROVED TRAFFIC CONTROL IS IN PLACE. 3. ALL CURB AND GUTTER, STREET GRADES, SIDEWALK GRADES, AND ANY OTHER VERTICAL AND /OR HORIZONTAL ALIGNMENT SHALL BE STAKED BY AN ENGINEERING OR SURVEYING FIRM CAPABLE OF PERFORMING SUCH WORK. 4. WHERE NEW ASPHALT JOINS EXISTING, THE EXISTING ASPHALT SHALL BE CUT TO A NEAT VERTICAL EDGE AND TACKED WITH ASPHALT EMULSION TYPE CSS -1 IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS. THE NEW ASPHALT SHALL. BE FEATHERED BACK OVER EXISTING TO PROVIDE A SEAL AT THE SAW CUT LOCATION AND THE JOINT SEALED WITH GRADE AR -4000W PAVING ASPHALT. 5. COMPACTION OF SUBGRADE, ROCK, AND ASPHALT SHALL BE IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS. 6. SUBGRADE INSPECTION SHALL BE PERFORMED BY AN APPROVED TESTING FIRM AND FORMS SHALL BE INSPECTED FOR LINE AND GRADE BY AN ENGINEER BEFORE POURING CONCRETE, 7. CERTIFICATION AS TO CONFORMANCE SHALL BE PROVIDED TO THE CITY PRRIOR TO ACCEPTANCE OF WORK. 8. THE GONTRACTOR/DEVELOPER SHALL FURNISH AND INSTALL ALL PERMANENT SIGNING. SEC 24, TOWNSHIP 17 N, RANGE 1 E, W.M. DRAFTING SYMBOLS XX -01 • ° °° °DETAIL NUMBER XX -Ol .........SHEET NUMBER DETAIL IS LOCATED ON N-1-1- SECTION NUMBER ..........SHEET NUMBER SECTION IS LOCATED ON Q ...............CONSTRUCTION NOTE SYMBOLS XX XXI LEGEND (UTILITIES CI CABLE MARKER POST M SS CLEANOUT {e} CABLE RISER/ PEDESTAL r SS MANHOLE c0 CABLE VAULT /MANHOLE O SS MARKER POST - - °< CULVERT p SEPTIC TANK -p LUMINAIRE WITH ARM - - - -- STORM CATCH BASIN X� LUMINAIRE p STORM MANHOLE Tz LANDSCAPE /YARD LIGHT X STORM CLEANOUT g NATURAL GAS MARKER POST g STORM ROOF DRAIN 0 NATURAL GAS METER STORM YARD DRAIN } PROPANE TANK M STORM MARKER POST 0 NATURAL GAS VALVE M TELEPHONE CABINET po POWER CONDUIT M TELEPHONE JUNCTION BOX .L GUY ANCHOR 0 TELEPHONE RISER oc' "GUY POLE TELEPHONE MARKER POST © POWER JUNCTION BOX -�C}- TELEPHONE POLE g POWER MARKER POST � TELEPHONE VAULT/MANHOLE LL POWER METER `T WATER AIR RELEASE VALVE -O- POWER POLE WATER BLOW OFF -C7- PP WWTH DROP LINE FIRE DEPARTMENT CONNECTION fS PP WITH DROP AND UGHT HOSE BIB PP WWTH DROP, LIGHT AND TRANSFORMER ® IRRIGATION CONTROL VALVE PP WITH DROP AND TRANSFORMER W WATER MARKER POST PP WITH LIGHT AND TRANSFORMER WATER METER O PP WITH LIGHT WATER POST INDICATOR VALVE �- PP WITH TRANSFORMER Z SPRINKLER HEAD ® POWER TRANSFORMER rya WATER VALVE © POWER VAULT/ MANHOLE U WATER VAULT /MANHOLE 3i ;G, WELL LEGEND (SURFACE FEATURES LINE TYPES WOW FENCE o - -- o -9 - -- CHAIN LINK FENCE K -x - -x- WIRE FENCE - cr - -- GROUND TOE -- F -- --- GROUND TOP ------ SD----- SD-- - - -SD- STORM LINE ------ Ss----- SS-- - - -Ss- SANITARY SEWER UNE ----- T ----- T ----- T - - - - - T - BURIED TELEPHONE ----- T- OH- ---- T- OH---- -T -OH- OVERHEAD TELEPHONE - --- P-----P - ---P - - - -P- BURIED POWER - ---- OH ----- OH- -- - - -OH - OVERHEAD POWER -----W -----W-- - -W- - - -W- WATER LINE ----- G----- G----- G - - - - -G - NATURAL GAS UNE D t IF X AC ADO'L ADJT AFF AP APPROX ARCH ATB AVE BCR BFV BGS BLK BLDG BM BVC C CB CF CIRC CIP CIP MIDN Ci i CL CLR CO COMM COMFIT CONIC CONSI CONT COORO CSBC CSTC CULV CU YD D/W DEF DEG DEMO DIA DIM DIP DR DWG(5) E EA ECR EHH EL, ELEV ELEC ENGR EDP EQ EQUIP ESMT EVC EX, EXIST EXP FDC FDN FF, FFE FIG FH FIN FL FT ABBREVIATIONS NOTE. NOT ALL ABBREVIATIONS WILL BE UTILIZED WITHIN THESE PLANS AND LF UNEAR FEET ANGLE LP LOW POINT APPROXIMATELY LT LEFT AT CEN ¢NUNt DECIDUOUS TREE MAXIMUM CONIFER TREE ti J,FMAPLE TREE r DOUGLAS -FIR TREE MANHOLE STUMP C) SHRUB GREATER THAN BIKE RACK iEO MAIL BOX _.._-_ WHEEL STOP - - - -- STREET SIGN (AS DESCRIBED) 0 ALUMINUM CAP N AERIAL PANEL Q!) BRASS CAP X CONCRETE MONUMENT Nj HUB AND TACK 0 IRON PIPE x'-' LEAD AND TACK MAG NAIL ® MONUMENT IN CASE s PK NAIL 0 REBAR AND CAP ' -'c SCRIBE i STONE LINE TYPES WOW FENCE o - -- o -9 - -- CHAIN LINK FENCE K -x - -x- WIRE FENCE - cr - -- GROUND TOE -- F -- --- GROUND TOP ------ SD----- SD-- - - -SD- STORM LINE ------ Ss----- SS-- - - -Ss- SANITARY SEWER UNE ----- T ----- T ----- T - - - - - T - BURIED TELEPHONE ----- T- OH- ---- T- OH---- -T -OH- OVERHEAD TELEPHONE - --- P-----P - ---P - - - -P- BURIED POWER - ---- OH ----- OH- -- - - -OH - OVERHEAD POWER -----W -----W-- - -W- - - -W- WATER LINE ----- G----- G----- G - - - - -G - NATURAL GAS UNE D t IF X AC ADO'L ADJT AFF AP APPROX ARCH ATB AVE BCR BFV BGS BLK BLDG BM BVC C CB CF CIRC CIP CIP MIDN Ci i CL CLR CO COMM COMFIT CONIC CONSI CONT COORO CSBC CSTC CULV CU YD D/W DEF DEG DEMO DIA DIM DIP DR DWG(5) E EA ECR EHH EL, ELEV ELEC ENGR EDP EQ EQUIP ESMT EVC EX, EXIST EXP FDC FDN FF, FFE FIG FH FIN FL FT ABBREVIATIONS NOTE. NOT ALL ABBREVIATIONS WILL BE UTILIZED WITHIN THESE PLANS AND LF UNEAR FEET ANGLE LP LOW POINT APPROXIMATELY LT LEFT AT CEN ¢NUNt MAX MAXIMUM DEGREE MFR MANUFACTURER EQUALS MH MANHOLE FOOT MIN MINIMUM, MINUTE GREATER THAN MISC MISCELLANEOUS INCH MON MONUMENT IN CASE NUMBER PERCENT N NORTH NORTHING ASPHALTIC CONCRETE ADDITIONAL ADJACENT ABOVE FINISH FLOOR ANGLE POINT APPROXIMATE ARCHITECT ASPHALT TREATED BASE COURSE AVENUE BEGIN CURB RETURN BUTTERFLY VALVE BELOW GROUND SURFACE BLOCK(S) BUILDING BENCHMARK BEGIN VERTICAL CURB CONDUIT CATCH BASIN CUBIC FEET CIRCUIT, CIRCULA(R, TION) CAST -IN -PLACE CAST -IN -PLACE MONUMENT CENTER JOINT CENTER LINE CROWNLINE CLEAR CLEANOUT COMMUNICATION COMPACTED CONCRETE CONSTRUCT CONTINU(E, ED, WS, ATION) COORDINATE CRUSHED SURFACING BASE COURSE CRUSHED SURFACING TOP COURSE CULVERT CUBIC YARD DRIVEWAY DEFLECTION DEGREE DEMOLISH /DEMOLITION DIAMETER DIMENSION(S) DUCTILE IRON PIPE DRIVE DRAWINGS) EAST OR ELECTRICAL EACH END CURB RETURN ELECTRICAL HANDHOLE ELEVATION ELECTRIC(AL) ENGINEER EDGE OF PAVEMENT EQUAL(LY) EQUIPMENT EASEMENT END VERTICAL CURVE EXISTING EXPANSION FIRE DEPARTMENT CONNECTION FOUNDATION FINISH FLOOR (ELEVATION) FINISHED GRADE FIRE HYDRANT FINISH(ED) FIRE UNE /FLANGE FOOT/FEET G GAS GALV GALVANIZED GRND GROUND GV GATE VALVE HH HANDHOLE HORIZ HORIZONTAL HT HEIGHT IE INVERT ELEVATION IN INCH JB, J- BOX JUNCTION BOX JT JOINT TRENCH kW KILOWATT kV KILOVOLTS KWH KILOWATT HOURS OF, imi N/A NOT APPUCABLE o o (m e o K NE NORTHEAST p� c� LJ Q NEMA NATIONAL ELECTRICAL MANUFACTURES ASSOCIATION Q Z I m NIC NOT IN CONTRACT rc NO, No NUMBER Ce Z 0 ) NTS NOT TO SCALE O LLJ 2 2 NW NORTHWEST < � a a OC, oc OD OSHA P PC PCC FED PI R POC PP PRC PROP PSE PSI PT PVC PIA PVMT PVT PWR QTY R RD REF REINF REQ'D REV RIM RT R /W, ROW S SCHED SO, SDMH SE SECT SHT SP SQ SO FT SO IN SS SSMH ST STA STD STRUCT SW SYS T TED TBM TC TELE TEMP TOW TP, T/P TYP IILI61� VAP VC VERT VOL W W/ W/0 Will WSDOT WV XFMR YD ON CENTER OUTSIDE DIAMETER OCCUPATIONAL SAFETY & HEALTH ADMINISTRATION POWER, POWER VAULT POINT OF CURVATURE POINT OF COMPOUND CURVE PEDESTAL POINT OF INTERSECTION PROPERTY LINE POINT OF CONNECTION POWER POLE POINT OF REVERSE CURVATURE PROPERTY PUGET SOUND ENERGY POUNDS PER SQUARE INCH POINT OF TANGENCY POINT OF VERTICAL CURVE POINT OF VERTICAL INTERSECTION PAVEMENT POINT OF VERTICAL TANGENT POWER QUANTITY RADIUS ROAD, ROADWAY REFERENCE REINFORCE, ED,ING, MENT) REWIRED REVISION MANHOLE RIM ELEVATION RIGHT RIGHT OF WAY SOUTH OR SLOPE SCHEDULE STORM DRAIN, STORM DRAIN MANHOLE SOUTHEAST SECTION(S) SHEET SPRINKLER SQUARE SQUARE FEET SQUARE INCH SANITARY SEWER SANITARY SEWER MANHOLE STREET STATION STANDARD STRUCTURE(E, AL) SOUTHWEST SYSTEM TELEPHONE OR TELEPHONE VAULT TO BE DETERMINED TEMPORARY BENCH MARK TOP OF CURB ELEVATION TELEPHONE TEMPORARY TOP OF WALL TOP OF PIPE TYPICAL B1SUTq i6:b111Sp� VERTICAL ANGLE POINT VERTICAL CURVE VERTICAL VOLUME WEST, WIDTH, WIDE OR WATER WITH WITHOUT WATER MAIN OR WILLAMETTE MERIDIAN WASHINGTON STATE DEPARTMENT OF TRANSPORTATION WATER VALVE 117T:F'1Y/7c2wX YARD DRAIN 03 -15 -2013 APPROVED FOR CONSTRUCTION BY DATE: Director of Public Works APPROVAL EXPIRES. m 100i 0 m z 0 Wz Um Z W 3h2 i aN _u,, ° Q �J m W J z 6 < F a V J w a m N N oT 3m3 >m3 U 0 U N a it o � � o 5 N e �sg J � ji.j J oN a ,Stall l : 8 =. v N °tso °g$ •� EFR I e 5 _ ° °gd ° in PH14 C ° I CRT€ s o o (m e o J p� c� r Al2- 28(2 - #46 -0263 0-002 W W J LJ Q O Q Z W CL Q Ce Z 0 ) O LLJ Z!n ~O < � Z J ma N �� N O F W Z Z a gng N U LLJ 3i O q Y Al2- 28(2 - #46 -0263 0-002 SEC 24, TOWNSHIP 17 N, RANGE 1 E, W.M. .._ -.. -.349 " .............348 -- -- -" -'---- ._— -_ -- S O'S'379' YJ- 20AO' • -- _. 549 .._ _.- t _ -.349- TOF -- _ yJF 0 q 0 C7 r� o 41 • - Via_ } "I -- - - - -� t o� I v'.' �r v I' � ,1 I 7 M' 18 —' I U ..._ —.__— ar G ��• $1.56— I i, v I t � >x II -t� t r I 350n5— ( I � ( � I� ,...� �•i- a�. I, � ® i . I��� 1 `a SS -_ -_S -Ia __._ _ __ gW -Ss - A s�� I ss— _= _ss- - - - ✓1rs ss - - -__.. v. — — qs — -- - — a LIJ—(02 ' 35c'37--' - t} o I � I I � AD 349 i — — a - -- rya v Il - �-i S. 492919` A 290.00' - -- -- -- — — —... — — f I f ' I r. _ aL _ SOLBERG STREET 8E ' .. I 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. '2imi LEGAL DESCRIPTION LOT 2 OF SHORT SUBDIVISION SS -8076 AS RECORDED IN 3,1' 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 Ld ro 0 00 HORIZONTAL WASHINGTON STATE PLANE COORDINATES, SOUTH ZONE, NAD z 0 WZ U 1983/91, BASED ON TIES TO THURSTON COUNTY CONTROL a $ Z U w 30 � O Q G ° m MONUMENTS. W ; O TAR#'837 AND TAR #362 z N z k N 3 Of 0 m 3 p >m3 U VERTICAL NAVD 1988 BASED ON TIES TO THURSTON COUNTY CONTROL o d O m N o y2 m '• POINTS TAR/837 AND TAR#362. '•, a o M sa s � U TBM PK NAIL SET 1' NORTHERLY OF STRIPE END IN N N 0 S N SOUTHWEST END OF PARKING LOT. M2C POINT # 101, ELEVATION 349.22 0 LO W z W Q J W i 0 UTILITIES NOTE: I I I I I I 11 1 THE UNDERGROUND UTILITIES ARE SHOWN HEREON BY FIELD LOCATING SURFACE APPURTENANCES AND REFERRING TO RECORDS PROVIDED BY CLIENT. CONTRACTORS WILL VERIFY INFORMA11ON REGARDING THE LOCATION AND SIZES OF ALL UNDERGROUND UTILITIES BEFORE COMMENCING CONSTRUCTON. I 0 10 20 SCALE IN FEET 03 -15 -20/3 APPROVED FOR CONSTRUCTION BY. DATE: Director of Public Works 0 J o'JJK 2 8 6 = o!2 m' Bo Ld ro 0 00 m z 0 WZ U UI a $ Z U w 30 � O Q _ i ° m W ; O 0 z N z N N 3 Of 0 m 3 p >m3 U U o d O m N o y2 m O Z a o M sa s � U N N 0 S N J o'JJK 2 8 6 = o!2 m' Bo Al2 -282 - #46 -0263 C -100 Ld Q a O W ; O 0 z N z Z Of O p > U O m } o y2 m O Z M sa N CB Ld Al2 -282 - #46 -0263 C -100 SEC 24, TOWNSHIP 17 N, RANGE 1 E, W.M. u 4 ' r) '10 � I y 0 CALL BEFORE YOU DIG THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING THE UNDERGROUND LOCATE UNE AT (800) 424 -5555 A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATION. Z EROSION CONTROL LEGEND O . - v b' °.J. 1 i'l/ 4 SILT FENCE INLET PROTECTION W CL °o N — � O t T r EXISTING ASPHALT AND BASE w - - - - - - - - -xx, - - - - - - - EXISTING MAJOR CONTOUR w d CL 0 n 00 w 3 TO BE REMOVED 0! Z Q 0 J U= SOLBERG STREET 8,E y� MiS m0 F ----- - 'rx EXISTING MINOR CONTOUR REMOVE STRIPING. NU N axe a m CALL BEFORE YOU DIG THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING THE UNDERGROUND LOCATE UNE AT (800) 424 -5555 A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATION. Z EROSION CONTROL LEGEND �s EXISTING CONCRETE TO BE REMOVED a�jo N k � �a K m n SILT FENCE INLET PROTECTION W CL °o N — � O t T r EXISTING ASPHALT AND BASE w - - - - - - - - -xx, - - - - - - - EXISTING MAJOR CONTOUR w d CL 0 n 00 w 3 TO BE REMOVED 0! Z Q 0 J DEMOLITION: EC Q y� MiS m0 F ----- - 'rx EXISTING MINOR CONTOUR REMOVE STRIPING. NU N axe a m 2� REMOVE CONCRETE CURB AND BACKFILL TO 95% rn w COMPACTION. 0 DEMOLITION LEGEND �s EXISTING CONCRETE TO BE REMOVED a�jo N k � �a K m n _ _ _ _ - SAWCUT W CL °o N — � O t T r EXISTING ASPHALT AND BASE w w d CL 0 n 00 w 3 TO BE REMOVED 0! Z Q 0 J DEMOLITION: EC Q 10 REMOVE AND SALVAGE RAIN GUARD. DEMO FOUNDATION AND BACKFILL TO 95% COMPACTION. 11 REMOVE AND SALVAGE MENU SIGN. DEMO FOUNDATION AND BACKFILL TO 95% COMPACTION. 12 REMOVE BOLLARD, DEMO FOUNDATION, AND BACKFILL 95% COMPACTION. 13 REMOVE ASPHALT PAVEMENT. 14 PROTECT EXISTING STEP SEWER TANK, PUMPS, ELECTRICAL CONDUITS AND ACCESS RISERS. 15 SAWCUT 2 FEET INSIDE PROPOSED FACE OF CURB. 0 10 20 SCALE IN FEET 03 -15 -2013 F APPROVED FOR CONSTRUCTION BY: DATE'. Oxector of Public Works rd APPROVAL EXPIRES: 0 U) O €€ FIE E �s EXISTING CONCRETE TO BE REMOVED a�jo N pK L^N n o " W CL °o N — � O Q 00 w w d CL 0 n 00 w 3 Z 0! Z Q 0 J DEMOLITION: EC Q y� MiS m0 1� REMOVE STRIPING. NU N axe m 2� REMOVE CONCRETE CURB AND BACKFILL TO 95% COMPACTION. o 0 z 3� REMOVE CONCRETE. z N ® SALVAGE LIGHT POLE, DEMO EXISTING FOUNDATION, U O 3 o Z AND BACKFILL TO 95% COMPACTION. Q ) a m J It 2ow C i 5� REMOVE SANITARY SEWER PIPE AND BACKFILL TO N o m 3 95% COMPACTION. © REMOVE AND SALVAGE MCDONALDS DRIVE -THRU ^ Z =LLB o LL] SIGN. DEMO FOUNDATION AND BACKFILL TO 95% �Jy V m s Z COMPACTION. , 7� REMOVE AND SALVAGE DRIVE -THRU MAXIMUM N N m 3 > m 3 Q HEIGHT POLE. DEMO FOUNDATION AND BACKFILL TO U 0 U Tc O a � 95% COMPACTION. u, a '1 j 80 ADJUST IRRIGATION CONTROL VALVE LID TO � �- PROPOSED GRADE. m' a 9l REMOVE AND SALVAGE SPEAKER. DEMO FOUNDATION u o AND BACKFILL TO 95% COMPACTION. fi 10 REMOVE AND SALVAGE RAIN GUARD. DEMO FOUNDATION AND BACKFILL TO 95% COMPACTION. 11 REMOVE AND SALVAGE MENU SIGN. DEMO FOUNDATION AND BACKFILL TO 95% COMPACTION. 12 REMOVE BOLLARD, DEMO FOUNDATION, AND BACKFILL 95% COMPACTION. 13 REMOVE ASPHALT PAVEMENT. 14 PROTECT EXISTING STEP SEWER TANK, PUMPS, ELECTRICAL CONDUITS AND ACCESS RISERS. 15 SAWCUT 2 FEET INSIDE PROPOSED FACE OF CURB. 0 10 20 SCALE IN FEET 03 -15 -2013 F APPROVED FOR CONSTRUCTION BY: DATE'. Oxector of Public Works rd APPROVAL EXPIRES: 0 U) O €€ FIE E Al2 -282 - /46 -0263 C-200 �s F— Z a�jo N pK L^N D_ W CL °o N — � O Al2 -282 - /46 -0263 C-200 F— Z Z Q J LL! D_ W CL °o N — � O Q 00 w d CL 0 n 00 w 3 Z 0! Z Q 0 J EC Q y� MiS m0 NU WOO axe Al2 -282 - /46 -0263 C-200 EROSION CONTROL NOTES: SILT FENCE: 1. FILTER FABRIC SHALL BE PURCHASED IN A CONTINUOUS ROLL CUT TO THE LENGTH OF THE BARRIER TO AVOID USE OF JOINTS. WHEN JOINTS ARE NECESSARY, FILTER CLOTH SHALL BE SPLICED TOGETHER ONLY AT A SUPPORT POST, WITH A MINIMUM 6 -INCH OVERLAP, AND SECURELY FASTENED AT BOTH ENDS TO POST. 2. POSTS SHALL BE SPACED A MAXIMUM OF 6 FEET APART AND DRIVEN SECURELY INTO THE GROUND (MINIMUM OF 30 INCHES). 3. A TRENCH SHALL BE EXCAVATED APPROXIMATELY 8 INCHES WIDE AND 12 INCHES DEEP ALONG THE LINE OF POSTS AND UPSLOPE FROM THE BARRIER. 4. WHEN STANDARD STRENGTH FILTER FABRIC IS USED, A WIRE MESH SUPPORT FENCE SHALL BE FASTENED SECURELY TO THE UPSLOPE SIDE OF THE POSTS USING HEAVY -DUTY ORE STAPLES AT LEAST 1 INCH LONG, TIE WIRES OR HOG RINGS. THE WIRE SHALL EXTEND INTO THE TRENCH A MINIMUM OF 4 INCHES AND SHALL NOT EXTEND MORE THAN 36 INCHES ABOVE THE ORIGINAL GROUND SURFACE. 5. HE STANDARD STRENGTH FILTER FABRIC SHALL BE STAPLED OR WIRED TO THE FENCE, AND 20 INCHES OF THE FABRIC SHALL BE EXTENDED INTO THE TRENCH. THE FABRIC SHALL NOT EXTEND MORE THAN 36 INCHES ABOVE THE ORIGINAL GROUND SURFACE. FILTER FABRIC SHALL NOT BE STAPLED TO EXISTING TREES. 6. WHEN EXTRA - STRENGTH FILTER FABRIC AND CLOSER POST SPACING IS USED, THE VARE 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 EACH RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL ANY REQUIRED REPAIRS SHALL BE MADE IMMEDIATELY. TRIANGULAR SEDIMENT FILTER DIK S• 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 STABILITY EXCEEDING 70 PERCENT, AND EQUIVALENT OPENING SIZE EXCEEDING 40. THE FABRIC COVER AND SKIRT SHALL BE A CONTINUOUS WRAPPING OF THE FABRIC; THE SORT SHALL BE A CONTINUOUS EXTENSION OF THE UPSTREAM FACE. INLET PROTECTION: 1. PLACE CONCRETE BLOCKS LENGTHWASE 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 WARE 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/LINEAR YARD. IT MUST BE SO APPLIED THAT IT IS IN COMPLETE CONTACT WITH THE SOIL 3.. NETTING SHALL BE SECURELY ANCHORED TO THE SOIL WITH NO. 11 GAUGE WIRE STAPLES AT LEAST 6 INCHES LONG. TEMPORARY DIKES AND SWALES: 1. SEED AND MULCH SHALL BE APPLIED WITHIN 5 DAYS OF DIKE CONSTRUCTION (SEE VEGETATION). 2. THE UPSLOPE SIDE OF THE DIKE SHALL PROVIDE POSITIVE DRAINAGE TO THE DIKE OUTLET. 3. NO EROSION SHALL OCCUR AT THE DIKE OUTLET. PROVIDE ENERGY DISSIPATION MEASURES AS NECESSARY. 4. SEDIMENT LADEN RUNOFF MUST BE RELEASED THROUGH A SEDIMENT TRAPPING FACILITY SUCH AS A POND, TRAP, OR SILT FENCE AS APPROPRIATE TO DRAINAGE AREA SIZE. CHECK DAMS: 1. THE MAXIMUM SPACING BETWEEN THE DAMS SHALL BE SUCH THAT THE TOE OF THE UPSTREAM DAM IS AT THE SAME ELEVATION AS THE TOP OF THE DOWNSTREAM DAM. 2. ROC( CHECK DAMS SHALL BE CONSTRUCTED OF 2 -TO 4 -INCH DIAMETER ROCK. THE ROCK MUST BE PLACED BY HAND OR MECHANICAL PLACEMENT (NO DUMPING OF ROCK TO FORM DAM) TO ACHIEVE COMPLETE COVERAGE OF THE DITCH OR SWALE AND TO INSURE THAT THE CENTER OF THE DAM IS LOWER THAN THE EDGES. CALL BEFORE YOU DIG THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING THE UNDERGROUND LOCATE LINE AT (800) 424 -5555 A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATION. SEC 24, TOWNSHIP 17 N, RANGE 1 E, W.M. EROSION CONTROL NOTES - cont'd: 3. LOG CHICK DAMS SHALL BE CONSTRUCTED OF 4- TO 6 -INCH DIAMETER LOGS. THE LOGS SHALL BE EMBEDDED INTO THE SOL AT LEAST 18 INCHES 4. IN THE CASE OF GRASS -LINED DITCHES AND SWALES, CHECK DAMS SHALL BE REMOVED WHEN THE GRASS HAS MATURED SUFFICIENTLY TO PROTECT THE DITCH OR SWALE. THE AREA BENEATH THE CHECK DAMS SHALL BE SEEDED AND MULCHED IMMEDIATELY AFTER DAM REMOVAL. 5. CHECK DAMS SHALL BE CHECKED FOR SEDIMENT ACCUMULATION AFTER EACH SIGNIFICANT RAINFALL. SEDIMENT SHALL BIE REMOVED WHEN IT REACHES ONE HALF OF THE ORIGINAL DAM HEIGHT OR BEFORE. CONSTRUCTION ENTRANCES: 1. MATERIAL SHALL BE 4" TO 6" QUARRY SPALLS AND MAY BE TOP - DRESSED WITH 1" TO 3" ROCK. (STANDARD SPECIFICATIONS). 2. THE ROCK PAD SHALL BE AT LEAST 12 INCHES THICK AND 100 FEET LONG. WIDTH SHALL BE THE FULL WIDTH OF THE VEHICLE INGRESS AND EGRESS AREA. SMALLER PADS MAY BE APPROVED FOR SINGLE- FAMILY RESIDENTIAL AND SMALL COMMERCIAL SITES. 3. ADDITIONAL ROCK SHALL BE ADDED PERIODICALLY TO MAINTAIN PROPER FUNCTION OF THE PAD. 4. IF THE PAD 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 ROCK AND WASH WATER SHALL DRAIN TO A SEDIMENT RETENTION FACILITY OR THROUGH SILT FENCE. GENERAL EROSION CONTROL NOTES: 1. CONTRACTOR TO FOLLOW EROSION CONTROL PRACTICES OUTLINED IN THE STORMWATER DRAINAGE MANUAL FOR CITY OF YELM AND THE DRAINAGE DESIGN AND EROSION CONTROL MANUAL THURSTON COUNTY, WASHINGTON. IF A CONFLICT EXISTS BETWEEN THE MANUALS, THE MOST STRINGENT SHALL PREVAIL 2. EROSION CONTROL MEASURES ARE NOT LIMITED TO THE ITEMS ON THESE PLANS. THE CONTRACTOR IS RESPONSIBLE FOR THE INSTALLATION AND MAINTENANCE OF ALL EROSION CONTROL MEASURES. NO SILTATION OF EXISTING OR PROPOSED DRAINAGE FACILITIES SHALL BE ALLOWED. CARE SHALL BE TAKEN TO PREVENT MIGRATION OF SILTS TO OFF -SITE PROPERTIES. 3. EROSION CONTROL MEASURES SHALL BE IN PLACE PRIOR TO THE BEGINNING OF CONSTRUCTION. THE PROJECT ENGINEE=R 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 SITE. 4. ALL EROSION /SEDIMENTATION CONTROL FACILITIES SHALL BE MAINTAINED IN A SATISFACTORY CONDITION UNTIL THE POTENTIAL FOR EROSION ASSOCIATED WITH THE CLEARING OPERATIONS IS STABILIZED. THE CONTRACTOR IS RESPONSIBLE 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 STABILIZED WITHIN 48 HOURS AFTER STOP OF WORK. EROSION CONTROL MEASURES SHALL INCLUDE, BUT ARE NOT LIMITED TO, COVERING THE AFFECTED AREA INCLUDING SPOIL PILES WITH PLASTIC SHEETING, STRAW MATTING, JUTE MATTING, STRAW MULCH, OR WOOD CHIPS. SEEDING OF THE DISTURBED AREAS SHALL TAKE PLACE AS WEATHER PERMITS. 8. THE CITY OF YELM AND THE ENGINEER WILL OBSERVE THE SITE ON A REGULAR BASIS. ADDITIONAL MEASURES MAY BE REQUIRED TO CORRECT/PREVENT EROSION /SILTATION PROBLEMS. 9. CLEARING AND GRADING LIMITS SHALL BE STAKED IN THE FIELD BEFORE EXCAVATION. 10. ALL STORM DRAINAGE INLETS RECEIVING RUNOFF FROM THE PROJECT DURING CONSTRUCTION SHALL BE PROTECTED SO THAT SEDIMENT -LADEN WATER WALL BE FILTERED BEFORE ENTERING THE CONVEYANCE SYSTEM. 11. ALL OFF -SITE CATCH BASINS IMMEDIATELY ADJACENT TO THE PROPOSED SITE SHALL BE PROTECTED FROM SILTATION. 12. THE CONSTRUCTION OF TRENCHES (E.G., PIPES, UNDERGROUND UTILITY UNES 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 TRACKING OF SOIL, MUD, OR DEBRIS ONTO PUBLIC ROADWAYS, SWEEPING OR WASHING OF THE VEHICLE'S TIRES MAY BE REQUIRED PRIOR TO ENTERING A PUBLIC ROADWAY. 15. ALL DISTURBED AREAS TO BE HYDROSEEDED NTH EROSION CONTROL SEED MIX. INCLUDING BUT NOT UNITED TO ROADWAY EMBANKMENTS, SHOULDERS, UTIUTY EASEMENTS, STAGING AREAS, CONSTRUCTED WETLANDS AND CUT/FILI_ SLOPES, 16. ALL SEEDED OR SODDED AREAS SHALL BE CHECKED REGULARLY TO ENSURE VEGETATIVE COVERAGE IS COMPLETE. AREAS SHALL BE REPAIRED, RESEEDED, AND FERTILIZED AS REQUIRED. 17. TO MAINTAIN FUNCTION, FILTERS SHALL BE REMOVED AND CLEANED OR REPLACED AFTER EACH STORM EVENT. CONTACT THE JURISDICTION TO DETERMINE ITS ACCEPTANCE OF SPECIFIC FILTER PRODUCTS, PRIOR TO INSTALLATION. 18. NO MATERIAL SHALL BE STOCKPILED ON PAVEMENT 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 STABILIZED WITHIN SEVEN (7) DAYS. 1 1 GRATE FRAME OVERFLOW BYPASS SEDIMENT AND DEBRIS - FILTERED WATER CROSS SECTION - -" - NOT TO SCALE : VIEW NOT TO SCALE aATE C1,110 STORM DRAIN INLET PROTECTION w/ CB FILTERS JOINTS IN FILTER FABRIC SHALL BE SPLICED AT POSTS. USE STAPLES, WIRE RINGS OR EQUIVALENT TO ATTACH FABRIC TO POSTS FILTER FABRIC MATERIAL, 60" WIDE ROLLS, USE STAPLES OR WIRE RINGS TO ATTACH FABRIC TO WIRE 2 "x2 "x14 Ga WIRE FABRIC OR EQUIVALENT, IF STANDARD STRENGTH FABRIC USED BURY b u MATERIAL TIN 44F 'FIMNR 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 F oATE: SILT FENCE 02,200 03 -15 -2013 APPROVED FOR CONSTRUCTION BY DATE'. Director of Public Works APPROVAL EIml If 1 m w N rc rc a �a° O a U W 0 al0 J g81s °a�8� `ggsg�`oy V I,p o�y�/[ m °y"C" C C pou €$$_a 0 •.�°1 -1 u E `o e E 88-�11 C la9 G 9°;gOy°S �o9�a LLI 0 LLJ m 00 q m N z 0 w z " U N z () w 3�o Z a3: N0 Q O �aw w In �3 In 0mw o In 3m3 0 >3 3 0 U 0 �a o N Z o! O � I 5 0 i j} N J g81s °a�8� `ggsg�`oy V I,p o�y�/[ m °y"C" C C pou €$$_a 0 •.�°1 -1 u E `o e E 88-�11 C la9 G 9°;gOy°S �o9�a LLI LLJ _ x 00 q N W Q O LLI LLJ W Q O Z O Q wa o 3 O Z o! O � j} Zl j m a Eoo NO Z a(n 00 0 n 0 r OQ IY z N U W Q Al2 -282 - #0 -0263 C -201 al LEGEND SEC 24, TOWNSHIP 17 N, RANGE 1 E, W.M. PROPERTY LINE CROSSWALK o ° I PROPOSED BUILDING CONCRETE/SIDEWALK 'ns dF, ® HANDICAP PARKING ASPHALT PAVING 1ix L' o� ® DUAL SLOPE BLOCK v V` MOUNTABLE CURB i (PER WSDOT STANDARD PLAN F ^10.64 -02) _ - _ v. _ 345___ - ___ S4.,._IJ I • { i # rtiA \ - - __ - OP- -34� STA: 10+60.39 c OFF: 165.23 LT ` STA: 10+39.89 OFF: 165.11, LT \ y r y I ' I j, I 204• 14 �- � �•� °� �� I j i i I I I l I I � II STA: 10+40.01 OFF: 144.11' LT ° ° ° 11.06' 8.92' j I i II ! ! STA: 11 +04.14 F, STA: 10 +60.51 � OFF: 121.01' LT LO Lu J z Lu Q J w I� ij @o $ m O 3 m ga < afzo p CD U-) I Z Q mUS i I ma�0 N z NU E. 1112946.99 , BEGIN CURB. INSTALL`3' HIGH YELLOW REFLECTIVE TUBULAR MARKER. (INSTALL 'MTH`EPDXY PER WSDOT SPECS) OFF: 85.40' LT 1 STA: 10 +72.40 -1C t ✓r 1, )' s 12' VADE PRECASTt OFF: 77.92' LT ° `� �" t j �i �� _ CONCRETE DUAL I, / �° � � jFACED MOUNTABLE! STA: 10+84.40 a' - - STA: 11 +83.84 it r I - ..° STA: 11+ . 33 OFF: 56.60' LT ! OFF: 77.93' LT R�9• _ti513 ° i "-,, /_ /,' rr CURB PAINTED' �, OFF: 5 LT i STA: 10 +74.53'; 1 1 OFF: 61.45' LT 0 i STA: 12 +32.78 r p ° ° ° _ . __ -- - _ - L _ OFF: 63.26' LT 1 I STA: 10 +49.47 9J ° -- /� / � �. ° p° n w ° — ° -.„ _ .v .�- .._. 4. _ i / N: 594736.84 OFF: 51.69' LT ° 0 ° ° ° ° ° ° ° ° ., I'I �jf l/� E: 1113020.94�� STA, 11+04.20 ° L ° ° 0. ° m-_ - ° � - — --� -- -� �� i � END CURB. i 1 STA: 16+77.58 OFF: 5744,LT ° ° p° j i F I . j 1 INSTALL OFF: 55.62' LT ° ° _ ° ° ° - p ° °° ° v „ v. ( , -3•/ "L YELLOW REFLECTIVE TUBULAR MARKER: S STA: 10 +55.58 1t39,5� ° _ _ ° _ ° _ _ _ _s - - _ _ _ i INSTALL IWTH EPDXY OFF: 40.03' LT STA: 11 +29.93 - .. _ _ .. _ -- ,, ) _ � � P DOT SPECS) -------- _ OFF: 57.69' LT Sir - _ - - - -- - - - - 1 - STA: 11 +03.78 STA: 11 +33.70 .. --- 145 - -- - - ° ° PER WS CS 3u i (Jl1jl VL OFF: 44.95' LT OFF: 44.66' LT _. _ - - -.- --- -- -_- -. _... - -- 1 3 , Al t ( // STA: 11 +83.68 �/ ]�C/ - STA: 10 +82.26 OFF: 45.21' LT °tr i OFF: 36.39' LT - } ` n - _ TA: 10 +59.70 it _- . -. STA: 10+80.26 '" '� OFF: 32.71' LT OFF: 36.42' LT _ v V r �.r rboor -- - i 4- i ale +; __ r OFF: 32.47' LT - - _ - __.. - < - -- - 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. 310.04' I i I 0 10 20 12 +00 - SCALE IN FEET 11 7— 03 -15 -20/3 APPROVED FOR CONSTRUCTION BY: DATE Director of Public Works APPROVAL EXPIRES: W UW Z� ` W In V 7 U0 0 N 0 2� m O F a U w 0 k w t: I= g g al0 0 m z z 0 z x am 3,0 Q N O �mw Y�3 J M LL K x c u< m�N N M W � > m 3 oa a o! u 0 N J g °ail oS �ja eta N litl aoc G ;F8ak E o o° Mcs s {E 0 8 `° :°e v Pi ON Ld @o $ m O 3 m ga < Pi ON Ld $ m O 3 ga afzo p CD U-) Z Q mUS Z ma�0 N z NU =2 94 Al2 -282 - 046 -0263 C -300 SEC 24, TOWNSHIP 17 N, RANGE 1 E, W.M. rot_ -- .- _ d 345 t l 543- io _.._3 Tpe. _ - -- _ __ _ : - __ _ . -. -__ - r '`"•� ." - _ _ - -- ..70F _ ___ _ X19.__- _.. _ -.._ . "..,. _. -7Cf .. _ -_.. � T.iE � _- _.__ Tt�C .� _ iCE - -- - _ - -70C ., ...- � 1 _ _ - 0 ___ -_ v __ -- __- t9_ Ic - -._- T 1 I'Z TOt W� TOO__ _ � � � _ _ _ ...-. _. G� - .__�, _.�_�� .� � �1 ro 1 0 j q m J j t e li I� i ° s EG TCH ° I j I - J 1 1 ° ° TM I I I ' -7Il�lC7 END 2 I BEGIN 1 ` y -` 1 349..91 ' V� 349.67 }; FG 349.32 FG �s 1 BEGIN 6° THICKEN D EDGE SIDEWALK FG I\ } _ ° ° 3°10.07 350.46 F I I n� o 35D.57 w, 350.49 F i p� \AVAAI 350.42 F (i 1 l ' 11 t 3 53 83 `F TC 350.96 TC 1350.99 TC 350.98 iC ! 350.47 F� 097�?Cy � 350.2 350.5 50.52 T 350.04 F r @3 Rj r> 1 o E, 349.6 ° e. SS _ °'" Y -_ 'c _ °_ °` -'-'' __ `_ !----` �? o°o e° °. °.... p 349.90 _. "...�..FG� i.., FG _�° 351.671 ° 349.7 _.. S--`' .__ _. S. -S SS S5 5 ,.5 - - - -SS e n ° ° �° -. e° FG } °o -- - •., -.__ ' °.3491 4% FG S - ° c C-.� 351.0/ J ° l "_ a: - . e.: - -7P3� _8� 3 - ®% . `�'� - 350.57 F -B.Oi �ce\ EG 1 BEGIN 1 ° r e ° e - FG- ° S SS I I m r ,, r �- 1 7% \ o -8.0 EG .,o y �Y A� ° _ - o s 1-� .r-/ i .r -_. _ ; � i / /'' / i r, i /� 351.02 �l 350.10 FG f 16 350.011 1 FG 350L5 35b.�G \ i35N.5 ( } e° 1 (. - �'! / 'r' //.'�, <_ /,� r i ice/ ,i FG 351.54 FG ^ I 1 349.17 1 ( -- - F t /_L< FG �� ( ( ALL DIRECTIONS r ,,..�. ,'F50.28; II II 1 �IC 349.69 ° � �� ✓� ° 3562811 ( : 1 ° } 'FG Ir'i ,I', CIE FG @ �� FINISHED FLOOR V ° I'�' y - ^ ,n- Q ! ELEV= 351.02, �• 34x.1 0 3as.B ,� & + °( FG G ° :J '�� ✓351.02 rY ! 1 350.5Q ° 3503 1.5R MAX 1 TG / FG 1 END ALL DIRECTIONS r' 1 350. 350.00_ ,, �C FG �"- - # - -- - 'JO 349.0 °Q '� O 350.14 - ° 191 I ® 7 fir' ll 1 I FG ° ° - FG e - -. - - -- - 1 FG ° �° :a �t e °e °u 350.7 ! t.. P 1 ENO y / 1 e ° n :� 350.62 ° ° a ,. tIBEGIN ° o ° � e,�_ , 1 0 350.19 ° o ° � ° ° EG � v G o FG _ °° 350.5 350 81 v t EG ° " v if N 7 r . .549 1 END 1 -2.1Y r'j��l V -_. 1 END .- .. .549- -. . -. _. ._ _ -_ - : 0 349.19 -`[� jj p��- _ _ ,.r 11 EG -: �,C 7�C/ of r, n 2 BEGIN r Co•� -- -- IOe- -sc3 - of 48.6 h_ - - =JOE - r _LL -_ -- _ r ' Cs ..: - _ n r T SOLBERG STREET 5E - g DATUM: Em LEGEND -- 3 >• - -- EXISTING MAJOR CONTOUR 0 Z m -- 3s` - -- EXISTING MINOR CONTOUR z z 0 W z z 3EK PROPOSED MAJOR CONTOUR 2 N � Z W U 2 PROPOSED MINOR CONTOUR W LJ w �$3 0_ - - - - - - - - - - GRADE BREAK Omw 1111 Ld =w� _j af SPOT ELEVATION H ova / m O N X% SLOPE LABEL c� Z U) � 0 Z k ?� 3 EG EXISTING GRADE U U �g a Na I 0 Z n FG FINISHED GRADE 9 N 0 0 Of m 0 I � TC TOP OF CURB I= I= DRAINAGE NOTE: CONNECT NEW FOOTING AND ROOF DRAINS TO EXISTING SYSTEM. DRAINAGE KEY NOTES: Lo INSTALL EXTRUDED CURB PER DETAIL ON SHEET C -401. 01 Uj INSTALL CEMENT CONCRETE BARRIER CURB PER CITY OF YELM STANDARD DRAWING NO 4 -13 ON SHEET C -401. W Z Q DRAINAGE SUMMARY: J LLJ TOTAL AREA: 37,500 SQUARE FEET (0.861 ACRES) EXISTING CONDITIONS: EX. BUILDING: 2587 SF (0.059 ACRES) EX. PAVEMENT: 21,224 SF (0.487 ACRES) E_&.QQNCEETE SIDEWALKS- 867 SF (0,020 ACRES) TOTAL EX. IMPERVIOUS: 24,678 SF (0.567 ACRES) TOTAL EX. PERVIOUS: 12,822 SF (0.294 ACRES) DEVEI OPED CONDITIONS: EX. BUILDING: 2,587 SF (0.059 ACRES) BUILDING ADDITION: 762 SF (0.017 ACRES) DEMO'D LANDSCAPE / NEW IMPERVIOUS: 1,271 SF (0.029 ACRES) EX. PAVEMENT TO REMAIN: 19,187 SF (0.440 ACRES) QMEIE 2DEWALKS.- 867 SF (0.020 ACRD TOTAL DEV. IMPERVIOUS: 24,674 SF (0.566 ACRES) EX. LANDSCAPE TO BE REPLACED: 498 SF (0.011 ACRES) DEMOB IMPERVIOUS / NEW LANDSCAPE: 1,275 SF (0.029 ACRES) EX. LANDSCAPE TO REMAIN: 11-053 SF '0.254 ACRES) TOTAL DEV. 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 REQUIRED. THE AMOUNT OF POLLUTION GENERATING IMPERVIOUS SURFACING HAS BEEN DECREASE BY 766 SQUARE FEET, HENCE ADDITIONAL WATER QUALITY IS NOT REQUIRED. HORIZONTAL WASHINGTON STATE PLANE COORDINATES, SOUTH ZONE, NAD 1983191, BASED ON TIES TO THURSTON COUNTY CONTROL MONUMENTS. TARIM AND TARfM2 VIER ICAL NAVD 1988 BASED ON TIES TO THURSTON COUNTY CONTROL POINTS TART AND TAR/362. TBM PK NAIL SET V NORTHERLY OF STRIPE END N SOUTHWEST END OF PARKING LOT 112C POINT 1101. ELEVATION 349.22 CALL BEFORE YOU DIG THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING THE UNDERGROUND LOCATE LINE AT (800) 424 -5555 A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATION. 0 10 SCALE IN FEET 20 03 -15 -2013 HFFROVtO FOR CONSTRUCTION BY: DATE: D,,eao, of Public Works APPROVAL a O Q �8fal gyp. (1) oa�3 5� ojj fA lit e1 o EIS -list 3 0 Z m Q z z 0 W z z U 2 N � Z W U 2 d�0 W LJ w �$3 0_ N Omw 1111 Ld =w� _j af < H ova / m O N � N 3m3 c� Z U) � 0 Z 0 ?� 3 > U U �g a Na I 0 Z n Q 9 N 0 0 Of m 0 I � Q �8fal gyp. (1) oa�3 5� ojj fA lit e1 o EIS -list 3 2 -282 - /46 -0263 C400 G. s i Z Q J d F'- W LJ wa 0 0a 0_ Q < z Ld af 0 O c� Z U) � 0 Z p M > Q 0 in I 0 Z n Q 9 N 0 0 Of m 2 -282 - /46 -0263 C400 G. s i 4" TRAFFIC BLUE STRIPING AT 2'0" O.C. (TYP.) 4" TRAFFIC WHITE J STRIPING (TYP.) ACCESSIBLE PARKING STRIPING (PAINT) NTS 2" 3' COMMERCIAL \-8" BALLAST ASPHALT PAVING SECTION NTS 6" PORTLAND CEMENT - CONCRETE (4,000 PSI) 2" CSTC -1 `8" BALLAST CONCRETE PAVING SECTION NTS 2" CSTC 4" PORTLAND CEMENT CONCRETE (3,000 PSI)" III =1I �I I1 =1 I1 =1 I1= I1 =11 —I I I I (= I1 =�= 8" BALLAST OR A WELL GRADED PIT J / RUN MATERIAL MAY BE SUBSTITUTED. SUBSTITUTION APPROVAL SHALL BE ONLY APPROVED BY THE OWNER OR OWNER'S ONSITE REPRESENTATIVE. AT GRADE SIDEWALK SECTION (CONCRETE) NTS CALL BEFORE YOU DIG THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING THE UNDERGROUND LOCATE LINE AT (800) 424 -5555 A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATION. #3 BAR 2" 2" R.- c3" (TYP.) 2 "t1 /4' P ;ul�lo TRAFFIC WHITE TRIPING (TYP.) SEE SHEET HC.01 FOR STRIPING DIMENSIONS ACCESSIBLE PARKING SYMBOL LOCATE AT EDGE OF PARKING SPACE NOTES: 90' STRIPING DETAIL 1. SEE SITE PLAN FOR COMPLETE LAYOUT. 2. THESE DETAILS ARE FOR REFERENCE AND DIMENSION CONTROL ONLY. 3. ALL DIMENSIONS ARIE TO CENTER OF STRIPE UNLESS OTHERWISE INDICATED. STRIPING AND SYMBOL (PAINT) NTS SEC 24, TOWNSHIP 17 N, RANGE 1 E, W.M. 70' 2" I 5" 2' RT Iii" BOND TO ASPHALT PER WSDOT STD PLAN F- 10.42 -00. CONCRETE EXTRUDED CURS DETAIL NTS 12" 13 BAR (TYP.) 2' R.--\ 2" R. �3" (TYP•) 2 "t1/4. 1/2' CLR. 1/2" CUR. -li y � e 2' - 6" MIN. 5' 2' - 6" MIN. C n u.v PRECAST CONCRETE DUAL FACED SLOPED MOUNTABLE CURB NTS 15' EDGE AROUND EACH PANEL - ERCOM FINISH mac- EXPANSION JOINT EXPANSION MARK EXP NTS PIVIETER STRIP / fix\ I 115' /1 T / CURB & GOTT% — I \ ♦ 1 ♦ V SIDEWALK PLr�l IP 5' MIN 1W9" IN NOTES: T, EXPANSION J01NT MATERIAL TO BE 3/3" THICK FRENCHMEN JOINT FILLER Fl.ILL THICKNESS OF CONCRETE. 2 `CRM AND SUBGRADE INSPECTION REQUIRED BEFORE POURING CONCRETE. 3. SCORE MARKS SHALL BE }1/8" WIDE BY }I /4" DEER FOR SIDEWALKS OVER 8' IN WIOTH A LONGFUDIINAL SCORE MARK SHALL BE MADE ALONG CENTER OF WALK. 4, EXPANSION JOINTS SHALL BE INSTALLED IN CURB AND GETTER AND IN SIDEWALK AT PC AND PT AT ALL CURB RETURNS EXPANSION JOINTS SHALL BE PLACED IN SIDEWALK AT SAME LOCATIONS AS THOSE IN CURB AND GUTTER WHEN SIDEWALK IS ADJACENT TO CURB AND GUTTER, UNLESS OTHERWISE DIRECTED BY ENGINEER. NOTE: 1. REFER TO WSDOT STD PLAN F- 10.64 -02 FOR ADDITIONAL INFORMATION CITY OF YELM DEPT. OF PUBLIC WORKS CEMENT CONCRETE SIDEWALK APPROVED DWG. NO. 9 PUBLIC WORKS DIRECTOR DATE 4 DES. OWN: CKD. OBE S -C. 5 -0 S -C 10/3/94 S. MIEN,. TIP. TW. MIN.. TIP. TXPE 100, u TYPE I V XE II e-- _______- I RE TYP M3N. H YP. TYPE III TYPE IV T Y P I C A L C U R B R A M P S BOTTOM OF RAMP MAY DOE. SEE SIDEWALK SPACING, HAVE MAX. 1 /2' LIP EXPANSION JOINTS & SCORE AT 45'. MARK DETAIL FOR ADDITIONAL r NOTES. -FLOW LINE 5' AS SEE OF CUTER \. MIN. REQ�rLUEp- I Al L 12 LIP DETAIL RAMP SECTION ROTES L RAMP TEXTURING IS TO BE DONE WITH 1N EXPANDED METAI GRATE PLACED AND REMOVED FROM WET CON. TO LEAVE A DIAMOND PATTERN. THE LONG AXIS OF CITY OF YELM THE DIAMOND PATTERN SHALL BE PERPENDICULAR DEPT. OA PUBLIC WORKS TO THE CURB. GROOVES : SHALL BE 1 /3' DEEP ANTI -- 1/4 WIDE. q 4. CURB RAMPS SHALL BE POURED AS A SEPARATE p�� P CAL I'� UNIT GUTTER, ISOLATED SIDEWALK NO EXPANSION JOINT JOINTH MATERIAL CURB R.AI�,�rS ON ALL SIDES EXCEPT AT END OF RAMP NEST TO ROADWAY. APPROVED DING, N0. 3. INLETS SHALL BE LOCATED SO TWAT RUNOFF DOES NOT FLOW PAST THE DUPE RAMP, NO INLETS ARE pUBLIC WORK$ DIYFLT6R C4-1 2 TO BESET SO THAT PEDESTRIANS WALK OVER OR -- AROUND THEM. DES. D'NN. CKD. DATE JEG $-G S -c S -G T ©� E'S4 5 1 "R 1/2' IF �a 6 4 EJ a 2 9 m a o a 0 LL �- p � d CFMENT CONCRETE BARRIER ('URB \ \ I I s /2 v 1�1 r a /L °R =�,C1�I 4 CEMENT IE BARRIER CURB AND GUTT^ m `a [4 N • ♦ • � h 0000, 00, v2 "R ...\ 0. / CEMENT CONCRETE ROLLED CI. IRE AND GUTTER w CITY OF YELM DEPT. OF PUBLIC WORKS NO TES: PANSION JOINT MATERIAL TO BE 3/8 THICK PREMOLBEO CEMENT CONCRETE JOINT FILLER FULL THICKNESS OF CAA RENE. C I I R U FT J 2. FORM AN[ S BG AOE INSPECTION RDOLIRED BEFORE APPROVED V A UWG. NO. POURING CONCRETE. 3, EXPANSION JOINTS TO PLACED ON IS CENTERS. PUBLIC WORKS DIRECTOR DATE 4 3 UE &. OWN. ED DATE JEG S -G N C. S -D 3/15/94 03 -15 -2013 APPROVED FOR CONSTRUCTION BY: DATE. Director of Public Works APPROVAL EXPIRES: O m =m � N C H H g g 0 a U W 0 ¢I 0 m z z 0 wz_ x m z w 3�2 Q N 0 0: how W �° 3 0 LL z ;erg P J � m ry vxi. uI 3M3 U0 >_m3 0 NQ LD m 4 B V N 0 P 91i ° c c- 21 E d L° 8 Oa°C o CIlg m = ct2 m, eo p N Q �Nm J LL d. YYLL O � CO d is O F= NZ oo, O U � m: Al2 -282 - #" -0263 C -401 TV WQ J J ` `I J E EL � � I I wa ~ a o ~' Z 3 Z I O : :E 3 Al2 -282 - #" -0263 C -401 SEC 24, TOWNSHIP 17 N, RANGE 1 E, W.M. ` 34 8 - - -- -- -- __ -- - - " - --- -- -- - - - -- - -- -- - - 349 '--�c -- - r� -° - -Toy -M1 Tm -. -.- _ -�� --- --- ��j}� _.:.�. _;.. �. �,:- - =_ :Ttr�� �rc� fi;:,. .�,�._. it jJ}j ku i A q I 7 II I e v - _ - - - i g M1i _ S _"�SG O_�cP b_ `Cer r _ ✓C �° � S « Sd 9 l e � e 5 _I; _ U _t�r CU _=5- o_o D ' .�A .S- e -j� ... S '' +; i MnyS eU �° o ,YdC o�1 ' twily re . f •d- � - C � . r � PG Fe�e a-� o 5 - %2 -�a•���s r,r� �, -�� ti/v �e � - � "' wat a "' l ' F w - 9 'I � i �0 r"C s® ^ 9' �� o o e � ^ ,. 7 TH40 it YOU ° 5 EX I@ 346.02 9 ° e i E6 1 it EXISTING 0 1 GREASE I INTERCEPTOR EiE51.or IE: 345.27 29 LF 6' PVC SDR 21 SANITARY SEWER 0 2.0% IE: 344.69 3 . O 2 ri STEP UK NOTE - - . qU - ---" F THE REMOVAL OF THE EXISTING PIPE AND INSTALLA110N OF NEW STEP TANK PIPE AND F" O ' / ".4 N: 594555.59 ✓Q / Vr E: 111289 0.32 PUMP EQUIPMENT CANNOT BE INSTALLED WITHIN 24 HOURS, THE CONTRACTOR SHALL WATER NOTE: TL/ Q/ INSTALL A TEMPORARY BY -PASS SYSTEM. A HOSE SPIGOT IS RQ HIN 50 OF 0 om THE NEW STEP TANK. IF THE CONTRACTOR 4 CANNOT FIELD LOCATE AN EXISTING SPIGOT, INSTALL A NEW HOSE SPIGOT AND CON NE CT TO EXISTING POTABLE WATER SERVICE. --- 4u- I SANITARY SEWER SERVICE UNE 9 t 250 00* 04 ' < L , I I 7 � b � ,, z i U • , � I�aiI(i � �L ,I l,�f Ii( Ii : I � g `p I j I l 6 r. Q , SOLBERG STREET SE 50, naea 4rD Qas// '@ell. �X IWnk- �.d•°� Av E( ,-6 o s t_ 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. Y LEGEND SS— SANITARY SEWER UNE - ---- - -SS - -SS -- EXISTING SANITARY SEWER UNE 01 imi 0 10 20 SCALE IN FEET 03 -15 -2013 APPROVED FOR CONSTRUCTION BY'. DATE. Director of Public Works APPROVAL i�C N _21 QQQ ) UHaiti a o o N V'= 0 °� 19 E € 0 Vv °I ' v � 5 0 ' m B� O LLI � 0 o KEY NOTES: oIn k wa Q EXISTING STEP TANK TO REMAIN. PUMP Z 3 zN O z EXISTING TANK. REMOVE EXISTING BAFFLE. J REMOVE PUMP PACKAGE FROM EXISTING CL � � M r % STEP TANK. LEAK TEST EXISTING TANK ° gg r S N AFTER MODIFICATIONS ARE COMPLETED. D p Al2 -282 - #46 -0263 CONTRACTOR TO EXTEND EXISTING PUMP C -500 a ro n CONTROL CONDUITS /CIRCUITS TO NEW STEP TANK PUMPS. o INSTALL NEW DUPLEX PUMP PACKAGE IN n n o NEW STEP TANK. I I INSTALL NEW STEP TANK. SEE DETAILS ¢ ON SHEET C -501. ® RECONNECT STEP TANK SERVICE LINE. N SERVICE VALVE BOX AND m APPURTENANCES TO REMAIN. o Q PROTECT EX. SIDE SEWER. IF CONFLICT W Z EXISTS, CONTACT DESIGN TEAM. x �� O © PROTECT EX. GREASE INTERCEPTOR AND Z � 3 o CONNECTIONS. > ? N J amp CL' REMOVE EX. POTABLE WATER BACKFLOW , W ? 3 Cn DEVICE. INSTALL 1° RPBA PER CITY OF YELM STANDARD DRAWING 6-17. SEE (9 = LL ?> SHEET C -502 FOR DETAIL. Z 6-, I � INSTALL TRAFFIC RATED CLEANOUT W/ 0 Z TWO WAY SWEEPING °T'. z LLI �' g� NEW PUMP CONTROL PANEL AND U 0 a Q GENERATOR SWITCH. SEE DETAIL ON ° SHEET C -502. N J = W 0 10 20 SCALE IN FEET 03 -15 -2013 APPROVED FOR CONSTRUCTION BY'. DATE. Director of Public Works APPROVAL i�C N _21 QQQ ) UHaiti a o o N V'= 0 °� 19 E € 0 Vv °I ' v � 5 0 ' m B� O LLI � o In oIn w LLI � o wa Z 3 zN O z J 1 CL � � M % C0 ° gg r S N U D p Al2 -282 - #46 -0263 C -500 V -1 I I I I I I 4 I I 4"o OFFICE I I I I � I f V -2 BAFFLE I N I 1/3 VOLUME 6" MIN BEDDING 1500 GALI ALL THIS STEP TANKS SHALL BE H -20 POLICY SHALL TAKE EFFECT LOAD RATED TANKS. ON MAY 31, 2007. 18- BELOW 72" 72" FINISHED GRADE WATER TIGHT LID 21 "0 MIN.PVC RISER .I 55 "'. I WITH WATER TIGHT �. 62" PUMP VAULT :RISER LID 600 GAL Z o L I 2400 GAL _ I 14 GAUGE TONING 14 GAUGE TONING I W I WIRE TO SERVICE WIRE TO SS C0--\^,' ty I BOX J In O'n- D_ �f = LL V -1 I I I I I I 4 I I 4"o OFFICE I I I I � I f V -2 BAFFLE I N I 1/3 VOLUME 6" MIN BEDDING 1 DELETE BAFFLE FOR A 3000 GALLON TANK UTILIZED. AS A TRIPLEX PUMP VAULT. 2. THE OWNER WILL REVIEW TOLERANCES IN EXCESS OF DIMENSIONS SHOWN. 3. THE TRIPLEX PUMP VAULT REQUIRES TWO VAULTS AND TWO COMPLETE RISERS. ONE VAULT CONTAINS FLOATS AND ONE PUMP, THE SECOND VAULT CONTAINS TWO PUMPS 4. 4500 GALLON TANKS OR LARGER $HALL HAVE THREE RISERS AND LIDS. ORCNO PUMP ASSEMBLY, SEE DWG NO- 7-9 ON ALL TANKS LARGER THAN 1500 GALLONS THE LENGTH OF THE DOWN TURNED INLET PIPE WILL BE DETERMINED BY THE YELM SEWER DEPT. 1 -500, 5000, 4500 GALLON STEP TANK /PUMP TANK APB -ROVED DWG, NO. T "." - ?,-- -- 7 -11 PUBLIC WORKS DIRECTOR DATE DES. OWN. CKD DATE JY JEG TP 4/2007 6" PVC 0 2.0% MIN SEC 24, TOWNSHIP 17 N, RANGE 1 E, W.M. FINISHED GRADE 30 "0 RISER— ALARM HIGH LEVEL--o LAG ON /WFF (4.5" DRAWD.OWN ON TO OFF) 6, O LEAD ON/OFF a (4.5" DRAWDOWN ON TO OFF) LOW LEVEL ALARM D" �1 REDUNDANT OFF 000 25' 6" MIN, BEDDING m FLOAT SETTING VAULT DIMENSIONS FOR A DUPLEX PUMP VAULT 'fD� OWC. N0. 3LUC WORKS DIRECTOR DATE 7-14 )ES, OWN. CKD A JY JEG TP 4/2007 3000 GALLON STEP /PUMP TANK (TYPICAL STANDARD CITY OF YELM TWO COMPARTMENT STEP TANK RIM = 349.510 CONTRACTOR TO VERIFY III FINAL GRADING 24." RISIER 1500 GALI 3000. CA—LT 4500 GAL 18- BELOW 72" 72" m uauiD LE 55° 55 "'. MV-2 M1100 62" 62" L 600 GAL " o L I 2400 GAL i Ty r o 1 DELETE BAFFLE FOR A 3000 GALLON TANK UTILIZED. AS A TRIPLEX PUMP VAULT. 2. THE OWNER WILL REVIEW TOLERANCES IN EXCESS OF DIMENSIONS SHOWN. 3. THE TRIPLEX PUMP VAULT REQUIRES TWO VAULTS AND TWO COMPLETE RISERS. ONE VAULT CONTAINS FLOATS AND ONE PUMP, THE SECOND VAULT CONTAINS TWO PUMPS 4. 4500 GALLON TANKS OR LARGER $HALL HAVE THREE RISERS AND LIDS. ORCNO PUMP ASSEMBLY, SEE DWG NO- 7-9 ON ALL TANKS LARGER THAN 1500 GALLONS THE LENGTH OF THE DOWN TURNED INLET PIPE WILL BE DETERMINED BY THE YELM SEWER DEPT. 1 -500, 5000, 4500 GALLON STEP TANK /PUMP TANK APB -ROVED DWG, NO. T "." - ?,-- -- 7 -11 PUBLIC WORKS DIRECTOR DATE DES. OWN. CKD DATE JY JEG TP 4/2007 6" PVC 0 2.0% MIN SEC 24, TOWNSHIP 17 N, RANGE 1 E, W.M. FINISHED GRADE 30 "0 RISER— ALARM HIGH LEVEL--o LAG ON /WFF (4.5" DRAWD.OWN ON TO OFF) 6, O LEAD ON/OFF a (4.5" DRAWDOWN ON TO OFF) LOW LEVEL ALARM D" �1 REDUNDANT OFF 000 25' 6" MIN, BEDDING m FLOAT SETTING VAULT DIMENSIONS FOR A DUPLEX PUMP VAULT 'fD� OWC. N0. 3LUC WORKS DIRECTOR DATE 7-14 )ES, OWN. CKD A JY JEG TP 4/2007 3000 GALLON STEP /PUMP TANK (TYPICAL STANDARD CITY OF YELM TWO COMPARTMENT STEP TANK RIM = 349.510 CONTRACTOR TO VERIFY III FINAL GRADING 24." RISIER 1/2' TAPER 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. 151" 30" RISER ON OFF NATIVE OR S 2rW70RKING 196 GALLONS IA BACKFILL AS 18- BELOW ENCY STORAGE 0 m uauiD LE z O Q VOLUME W , GALLONS U w o IE= 344.69 w i Ty r o z cc W 4,107 GALLONS b. LLJ DETENTION STORAGE J 1/2' TAPER 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. 151" 30" RISER ON OFF NATIVE OR S IA BACKFILL AS ci co DIRECTED BY 0 m ENGINEER. z O Q 0 W , U U w o Z w i Ty r o z cc W cc •I. J m LLJ Y J In O'n- D_ Q = LL `� +,� J 21 Z K BEDDING MATERIAL FOR F w RIGID PIPE .SHALL BE SAND NOTE: m 'T Ai INSTALL TANKS AS PER DETAIL DR MANUFACTURER'S RECOMMENDATION. WHICHEVER IS MORE STRINGENT. 0 >m3 CITY OF YELM 0 W r^ DEPT. OF PUBLIC WORKS W CONCRETE TANK a BEDDING � APPROVED DWG. N0: pqm Z �. 7 -17 0 13 PUBLIC WORKS DIRECTOR DATE ry DES- OWN. CK.. ATE 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 OF BIOTUBE AND PUMP SYSTEM. STEP TANK VOLUMES PUMP OFF LEVEL- 0" TO 50" VOLUME: 1786 GALLONS WORKING VOLUME - 50" TO 55" 179 GALLONS EMERGENCY VOLUME - 55" TO 84" 1036 GALLONS TOTAL PUMP TANK VOLUME: 3000 GALLONS NOTE: ALL FLOAT ELEVATIONS PROVIDED BY CITY OF YELM FIBERGLASS LID WITH STAINLESS STEEL BOLTS AND NEOPRENE GASKET 5' MIN (TYP.) 1 "t1/4" ALL LIDS 2' MIN FINISH GRADE TYP, SLOPE To NA1f i NATIVE 14 GAUGE COPPER GRADE TONING WIRE,. 2' -0" PVC RISER, TAIL INTO RISER O SYSTEMS, INC., NC., OR EQUAL — ORENCO TANK TO RISER ADAPTOR (FOR USE WITH NON- TRAFFIC BEARING TANKS) Ni 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.. 7 -18 PUBLIC WORKS DIRECTOR DATE DES YN- CK , DATE JY JEG TP 4/2007 MFAGT- Y,G,W -27V -YELM 00F1_C Xr-� F327 �+ 1 �«� INSlR -MF v � -7 r � SETTING ANOLEB T 3� 1 1 - -5i° p 2- +10° 3 9 •1 11rt IA Y 3 -+400 iy � i �_4•�bu I •2 MFIC16 J — ` 03 MFIT W co $ „ i m mi MW- i1FAGT Y QW ZN YHM m Or°.° By: cc Avaa�ed by. Rer. s Uri 5V23/07 Ogllr�abl,6c, 03 -15 -2013 APPROVED FOR CONSTRUCTION BY: DATE: Director of Public Works APPROVAL 2Iml rc � f _H K a �J al �I 0 U) 8� Is O0 J-51 t o yg ygg$ s4 e F 8'i 0 ci co mC 0 m z O Q 0 W z z U U w = �o Z w 3�2 0 z cc d,T cc LLJ Y J In O'n- D_ Q = LL `� +,� J 21 Z K , � F w \ m 'T Ai Z 3N3 3�3 0 >m3 0 W r^ W a � pqm Z 0 13 ry 0 U) 8� Is O0 J-51 t o yg ygg$ s4 e F 8'i w m{mNm� mC 0 O Q wa w O Q wa Q o w ; z cc < cc LLJ Y > Z D_ Q M CL C., O a 1 NU �c N Ai Al2 -282 - /46 -0263 i 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/ APWA). 2. ALL APPROVALS AND PERMITS REQUIRED BY THE CITY OF YELM SHALL BE OBTAINED BY THE CONTRACTOR PRIOR TO THE START OF CONSTRUCTION. 3. IF CONSTRUCTION IS TO TAKE PLACE IN THE COUNTY RIGHT-OF-WAY, THE CONTRACTOR SHALL NOTIFY THE COUNTY AND OBTAIN ALL THE REQUIRED APPROVALS AND PERMITS. 4. A PRECONSTRUCTION MEETING SHALL BE HELD WITH THE CITY OF YELM PRIOR TO THE START OF CONSTRUCTION. 5. THE CITY OF YELM SHALL BE NOTIFIED A MINIMUM OF 48 HOURS IN ADVANCE OF A TAP CONNECTION TO AN EXISTING MAIN. A CITY REPRESENTATIVE SHALL BE PRESENT AT THE TIME OF THE TAP. 6. THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CAVING THE UNDERGROUND LOCATE LINE AT 1 -800- 424 -5555 A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATION. 7. SIDE SEWER SERVICES SHALL BE PVC, ASTM D 3034 SDR 35 WITH FLEXIBLE GASKETED OR SOLVENT WELD JOINTS. 8. ALL PLASTIC PIPE AND SERVICES SHALL BE INSTALLED WITH CONTINUOUS TRACER TAPE INSTALLED 12' TO 18" UNDER THE PROPOSED FINISHED SUBGRADE THE MARKER SHALL BE PLASTIC NON - BIODEGRADABLE, METAL CORE OR BACKING MARKED SEWER WHICH CAN BE DETECTED BY A STANDARD METAL DETECTOR. IN ADDITION, STEP SYSTEMS, AND FORCE MAINS SHALL BE INSTALLED WITH A 14 GAUGE DIRECT -BURY RATED COPPER WIRE WRAPPED AROUND ALL PLASTIC PIPE, BROUGHT UP AND TIED OFF AT VALVE BODY. TAPE SHALL BE TERRA TAPE V 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 REWIRED. 12. EROSION CONTROL MEASURES SHALL BE TAKEN BY THE CONTRACTOR DURING CONSTRUCTION TO PREVENT INFILTRATION OF EXISTING AND PROPOSED STORM DRAINAGE FACILITIES AND ROADWAYS, 13. PROVIDE TRAFFIC CONTROL PLAN(S) IN ACCORDANCE WITH THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) AS REWIRED. 14. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO HAVE A COPY OF THESE APPROVED PLANS ON CONSTRUCTION SITE AT ALL TIMES. 15. ANY CHANGES TO THE DESIGN SHALL FIRST BE REVIEWED AND APPROVED BY THE CITY OF YELM. 16. ALL STEP MAINS SHALL BY HYDROSTATIC ALLY TESTED IN CONFORMANCE WITH THE ABOVE- REFERENCED SPECIFICATION FOR TESTING WATER MAINS. (SEE NOTE 1.) IN ADDITION, ALL STEP MAINS SHALL VE PIGGED /CLEANED IN THE PRESENCE OF THE CITY INSPECTOR PRIOR TO PLACING STEP MAIN IN SERVICE. 17. PRIOR TO 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 REWIRED INSPECTIONS. 18. PUMP CONTROL PANELS SHALL BE LOCATED ON GARAGE WALL OR REMOTE POSE, UNLESS OTHERWISE AUTHORIZED BY THE CITY OF YELM. 19. IN THE EVENT THAT THE DEPARTMENT OF LABOR AND INDUSTRIES OR THE CITY SHOULD REQUIRE A SEPARATE "ON-OFF' SWITCH CONTROLLING POWER TO THE PUMP, SAID SWITCH MUST BE LOCKABLE OR HAVE A LOCKING COVER TO HOLD AN OLYMPUS TYPE BP125, 30MM PADLOCK. 20. INSPECTIONS FOR ONSNE STEP INSTALLATIONS ARE REQUIRED, A 48 HOUR NOTICE TO THE SEWER DEPARTMENT IS REQUIRED PRIOR TO THE INSPECTION. ITEMS NEEDING INSPECTION ARE: A) TANK INSTALLATION, IE;BEDDING AND LOCATION B) TANK INFILTRATION, EXFlLTRATION TEST C) S.S. PRESSURE TEST 0) SERVICE LINE PRESSURE TEST E) FINAL INSPECTION 21. ALL LUMBER (PLYWOOD, ETC.) USED TO MOUNT EITHER PUMP CONTROL PANEL OR POWER METER MUST BE PRESSURE TREATED. CALL BEFORE YOU DIG THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING THE UNDERGROUND LOCATE LINE AT (800) 424 -5555 A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATION. SEC 24, TOWNSHIP 17 N, RANGE 1 E, W.M. GENERAL SANITARY SEWER NOTES: 1. THE CONTRACTOR SHALL VERIFY DIA, LENGTH, CONDITION, PIPE TYPE, SLOPE AND VERTICAL AND HORIZONTAL ALIGNMENT OIF 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'SERVIOE BOXES SHALL BE A MODEL MSBC 1324 -12 MFG. BY MID STATES PLASTICS BC SERIES. 7. ALL POSTS USED TO SUPPORT PUMP CONTROL PANELS MUST BE HOT DIPPED GALVANIZED UNISTRUT. 8. ALL 'AIR RELEASE, VACUUM RELEASE AND COMBINATION AIR RELEASE /VACUUM RELEASE VALVES SHALL BE A MODEL D -021 COMBINATION AIR VALVE 'MINI SAAR "SIZED ACCORDING TO THE MFG. RECOMMENDATION PER PIPE SIZE. 9. MINIMUM STEP TANK SIZE SHALL BE 1000 GALLONS. 10. ALL STEP TANKS HOUSING MORE THAN 1 PUMP MUST UTILIZE 2 "PIPING FOR THE SERVICE LINE. 11. THE MAXIMUM DEPTH OF BURY FOR ALL STEP TANKS SHALL BE 60 "AS MEASURED FROM FINISHED GRADE TO THE INVERT ELEVATION OF THE INLET PIPE TO THE TANK. RESTORATION SURFACE THICKNESS SEE RESTORATION TABLE ABOVE- SEE RESTORATION TABLE B TYP, FINISH GRADE I8" MIN RISER HEIGHT TYPIITH AND NEOPRENE GASKET K Z CRUSHED CRUSHED SELECT BACKFILL FINISH GRADE SHALL BE OP COURSE COMPACT TO 95R BACKFILL SEE to w 5- D �I /. I / I RESTORATION TABLE vi � � W >r / ; � / MAINTAIN SIDE SLOPE AS STEEP 'o w FINISH ROAAWA YTO WNFORM Tp ALL E%ISTIN 04ER. GRAVEL BASE - COMPACT TO 85g AS POSSIBLE x - / SEWER LINE SLOPES SHALL .MATCH CONCRETE SURFACE IPE BEDDING FOR SELECT BACKFILL MATCH EXISTING FINISH FLEXIBLE PIPE CONCRETE THICKNESS COMPACT TO 95g PIPE O.D. LAWRI/LAND$CAPE NYDROSEED/ PLANTINGS OVER F' MIN. TYPE NATIVE BACKFILL FINISH GRADE SHALL RE r A TOP SOIL COMPACT TO BSg PIPE TONING MRE - INSTALL TIN FIBER A.D. .TWIT EXISTING GRADE UNIMPROVED IPROVED SUFAGE W BACNF{LL MOUND BACKFILL OOMPACT TO 85g Y ABOVE EXISTING GRADE &SMOOTH CSBC = CRUSHED SURFACE BASE COURSE CSTC = CRUSHED SURFACE TOP COURSE CITY OF YELM DEPT, OF PUBLIC WORKS TYPICAL PIPE TRENCH APP DWG. NO. \ P+. 7-3 PUBLIC WORKS DIRECTOR DATE D N. CKO. DATE JY JEG TP 4 /2007 ORATION TABLE 1 THICKNESS BACKALL/ COMMENTS( TYPE FPAVEMENT 250 FEET REgMNTS. OTHER REQUIREMENTS I8" MIN RISER HEIGHT TYPIITH AND NEOPRENE GASKET CRUSHED CRUSHED SELECT BACKFILL FINISH GRADE SHALL BE OP COURSE COMPACT TO 95R SMOOTH ¢ CON$ISTANT WIRE TO ALOR ORIENT BALL VALVE YAili EXISTING . GRADE B AOi OVER 4' CRUSHED SELECT BACKFILL FINISH ROAAWA YTO WNFORM Tp ALL E%ISTIN 04ER. GRAVEL BASE SURFACE TOP COURSE COMPACT TO 85g GRADES AND CURDS HEAT SHRINK BUTT CONNECTORS SLOPES SHALL .MATCH CONCRETE SURFACE MATCH EXISTING SELECT BACKFILL MATCH EXISTING FINISH (DRIVEWAY(810EWALKj CONCRETE THICKNESS COMPACT TO 95g TEXTVRE. AND GRACE. LAWRI/LAND$CAPE NYDROSEED/ PLANTINGS OVER F' MIN. TYPE NATIVE BACKFILL FINISH GRADE SHALL RE 3/4" EY CONEAL A TOP SOIL COMPACT TO BSg SMOOTH h'CON51$TANT TONING MRE - INSTALL TIN FIBER .TWIT EXISTING GRADE UNIMPROVED IPROVED SUFAGE N/A BACNF{LL MOUND BACKFILL OOMPACT TO 85g Y ABOVE EXISTING GRADE &SMOOTH M TABLE FOR FEEDER WIRE RUN WIRE 512E MAXIMUM DISTANCE 012 AWG COPPER 150 FEET 010 AWG COPPER 250 FEET 08. AWG COPPER 350 FEET Ixe ]YCUIf ICA HUNS TON AUDI TIVN AL INFORMATION). TO SILENCE ALARM PUSH UCHT. FOR SERVICE GALL 380 - 458 -B4H QTY OF TELM 5° DECAL - SEE SPECIFICATIONS BOLD 18PT. LETTERING COMMON KEY THE CITY ALARM LIGHT AND sILENCE BUTrM 1 "C, B -012 FROM POWER TO STEP TANK - SIMPLEX SOURCE 1'2'C, 13 -TJ12 TO STEP TANK - DUPLEX 1'2"C, 1] -012. TO STEP TANK - TRIPLEX NOTE; PANEL SIZE MAY VARY DEPENDING ON MANUFAGURER TYPICAL PUMP CONTROL PANEL IAPAP ui� ` DWG: N0(� PUBLIC WORKS DIRECTOR DATE 7�- `� JEG TP 2' WATER TIGHT CAP TYPICAL IN PROTECTED AREAS NON- PROTECTED AREAS (LAWNS, ETC.) 2' -0' TAIL REQUIRE SERVICE BOXES (CARSON OR RICH) ABOVE `? GROUND 1 EXISTING GROUND STANDPIPE SWEEPING TEE FROM HOUSE FERNCO COUPLING OR APPROVED EQUAL 14 GA, COPPER TONING WIRE WRAP ONCE AROUND CLEANOUT NEW 4" PVC SEWER LINE (TYP) (3034) 2% SLOPE TO TANK FERNCO COUPLJNG OR APPROVED EOLJAL EPDXY, USE RISER TANK FOR CONCRETE II o.aJ REDUNDANT ipw t' PVC FLOAT ASSEMBLY AS SET N TIFF 0 BY CITY OF YELM 3,000 GAL TANKS SHALL e'm + -i / <" DIA. ISLET HAVE A 25° DOWN PIPE ORIFICE ccR�iMETER oFDVAULT 4" PIA. PVC FLOW USE 1" UNION TO CONNECT TING APARATUS FOR PRESSURE G SERVICE FIBERGLASS US WITH STAINLESS STEEL I8" MIN RISER HEIGHT TYPIITH AND NEOPRENE GASKET ALL NON - TRAFFIC BEARING S V CIA PVC HOSE AND LEAVE SUFFT VALVE ASSEMBLY WIRE TO ALOR ORIENT BALL VALVE PUMP REMOAS SHOWN. BALL VALVE ELECTRICAL SPUCE BOX WITH COIPS SHALL BE WITH 12' BELOW ALL CONNECTIONS SHALL BE MADH LIN US HEAT SHRINK BUTT CONNECTORS 21° OR 24' PVC--\ RISER W /LID SLOPE GROUND AWAY FROM R , f50" DIA RIBBED PVC / RISER N,TH NEOPRENE 14 GAUGE OF 0' FROM TOP OF RISER TO / GROMMETS INSULATED OF ELECTR ONOUIiTONING WRE INSTALL IN 3/4" EY CONEAL RISER -m ELECTRICAL CONTO. TONING MRE - INSTALL TIN FIBER EPDXY, USE RISER TANK FOR CONCRETE II o.aJ REDUNDANT ipw t' PVC FLOAT ASSEMBLY AS SET N TIFF 0 BY CITY OF YELM 3,000 GAL TANKS SHALL e'm + -i / <" DIA. ISLET HAVE A 25° DOWN PIPE ORIFICE ccR�iMETER oFDVAULT 4" PIA. PVC FLOW 1/8" 8Y-PASS ORICE `SUBMERSIBLE EFFLUENT ORgMGO TURBINE 10 GPM THE MATERIAL FOR DUPLEX. TRIPLEX, AND CLASS 1 OIVIyON t P.10 0$11 OSI PUMP WITH INSTALLATIONS WILL VARY, THE CONTRACTOR SHALL MEET THE S O. POWER CABLE AND INTENT Of THE INSTALLATION REQUIREMENTS SHOWN IN THE IN THE DISCHARGE HEAD TYPICAL STEP INSTALLATION. LTHIS PO li r� �� -BE H- INKS. 3T �nm THIS POLICY IS NO LONGER IN AFFECT lip TOP OF STEP TANK BAFFLE CITY OF YELM DEPT. OF PUBLIC WORKS TYPICAL CONNECTION P� DWG. NO. PUBLIC WORKS DIRECTOR DATE 7 / JY JEG I TP TYPICAL SIMPLEX STEP TANK INSTALLATION APPROVED- DWG. N0, PUBLIC WORKS DIRECTOR DATE JY JEG TP 03 -15 -2013 BY: DATE DIreCtor of HUNG Works APPROVAL EXPIRES'. _k K k- r K a a a m 0 W " z_ x UI a o Z w 3�2 � ate° W N o m W 11,11 v o F � a N N Z wo3 U �a 0 a i a I u o i ry V J ag�, �riz° '3n V � W W Q $ 0 It s gd W d' OZ J D � W r N O J 8 0 O Q NU S::D p�jw, Al2 -282 - # 46 -0263 O � C -502 rvl I INpUCER BIOTUBE 1 REQUIREMENTS SHOWN IN THE IN THE DISCHARGE HEAD TYPICAL STEP INSTALLATION. LTHIS PO li r� �� -BE H- INKS. 3T �nm THIS POLICY IS NO LONGER IN AFFECT lip TOP OF STEP TANK BAFFLE CITY OF YELM DEPT. OF PUBLIC WORKS TYPICAL CONNECTION P� DWG. NO. PUBLIC WORKS DIRECTOR DATE 7 / JY JEG I TP TYPICAL SIMPLEX STEP TANK INSTALLATION APPROVED- DWG. N0, PUBLIC WORKS DIRECTOR DATE JY JEG TP 03 -15 -2013 BY: DATE DIreCtor of HUNG Works APPROVAL EXPIRES'. _k K k- r K a a a m 0 W " z_ x UI a o Z w 3�2 � ate° W N o m W 11,11 v o F � a N N Z wo3 U �a 0 a i a I u o i ry V J ag�, �riz° '3n V � W W Q $ 0 It s gd W d' OZ J D � W r N O J 8 0 O Q NU S::D p�jw, Al2 -282 - # 46 -0263 O � C -502 V J ag�, �riz° '3n V � W W Q $ 0 It s gd W d' OZ J D � W r N O J 8 0 O Q NU S::D p�jw, Al2 -282 - # 46 -0263 O � C -502 u 1 ..e voev °ry /n .v .e 4 ° i ° ge° Ae ..t {9�ito.o •w4y 8°9 •ybY ° °S °w4v8° "ti °vf "a °rod.d i't 'rvE•S `� °•rb. TA xe vB °•'i °wV.p:vve • CONCRETE FILED BOLLARD PER DETAIL 20/TI.O. VERIFY ' /O LOCATION < QUANTITY WITH § t MCDONALD'S C.OI•BTRUCTION MANAGER. r +:•.�° .:�. tii i T PROVIDE NEW 5' -5' TALL ThkK '( °_ • ",t= OCGIDENTAL15 PYRAMIDAL 1.. ," I TLO TLO SHRUB TREES AROUND SOUTH 5 CONCRETE SLAB Al ° " z o _ SIM. AND WEST WALLS OF THE NEW i 6 X 6" - 2.9 X 2.9 WYV.F. OVER COMPACTED -- -- ___ -- -- — _ - -- - ._.---- -- -- --- .._-- -- --- ---- -- - --- . -_ -___ ..- ..-- - -__.. .. -___ _ TO WE ,� .. -O MMMMUNI�C�IPUA �°t` SEE DETAIL WTI.IGOURSE I I•. COVER AS NECESSARY TO { + J YI {•sd' °- MATCH EXISTING. : - r v I- PROVIDE AND INSTALL /2 "m X i / CD w 6" PIPE SLEEVE FOR EACH CANE / ••� •^ ' . BOLT AT FULL OPEN AND c ` w z REINFORCING: A5TM Ab15, &R 60 LOSED POSITIONS, TYPICAL. {.;;•&:, SEE 2/TLI. "' ° {d � "`, i° _'^ r a ;I VERTICA -45 a 16" O.C. O .ars•,,, /` ' HORIZONTAL -(2) x5 a TOP i `•' • n 'w 6" 9 6ALV. STEEL P05T FILLED $,g,.p v r. Lj I6 n J TYPICAL Y + +;' FRgS�E LINE dOW� 1 TI.O INTO CONCRETE FOOTING, j _ • WALL GoH50TRUGTION TYPICAL. SEE DETAIL 2O/f1.0. - v ..— �y o m I CEMENT BOARD 51DING (HORIZONTAL LAP) _ Q - FURRING STRIPS PER MFR I_ -_ { g,`'t, • n n cv RECOMMENDATIONS FOR CMU �. ANCHORING G v LIQUID APPLIED ARE. 6" OMU (SOLID GROUT) r / OW4 _ ... EC AR II L15 DOWELS WITH STANDARD HOOK TO MATCH VERTICAL REIP ORGIN6 8 II \ N Q IEilENGRUENNS' TI.O ,,: AiF OFWASHINGTON TIA 51M. (5) 05 CONT. ` i i \ / 20-0" \ / • OPP. CONCRETE SLAB PER• I A DETAIL 3/TLI. I T.O. GRADE NOTE: EXTEND WATER AND _m 0 -,.- -. —,r ,r - -r.- -.-�- - - -»-- - s ���'.: ELECTRICAL ON OF LINES TRASH T NEH CORRAL. ad F/F ...a ,.. i �,r ' "L.... ' I 2. -0.. 6, -0�� 2' -0" 4 A AAA `� �/ , v A �� . /�A/ ..✓ A�x,�� / �. i3 -0 "Mid ,'�A / \, i, x� /��/, /�� MIN %� am UNDER i � /V �i� /� A /v A A . �/� ��/ XVi �, �A- / i �� i ,Aii� %' A v��� ,�� A' \ >� �V m. /A'° �," A/A ACENTER UNDER . �.: " I 5 m uw WALL ,�,/ ice.. „� / ,� v / >' /� /;i..� WALL TLO 9 SECTION °- TRASH ENCLOSURE 16 6 TLO SCALE, 1/4" = I' -0" TIA SCALE: 5/4” = I'-O" TRASH_SECTIONDW6 v ° Z SOLID &ROUT SMOOTH % V n o- v FACE CMU WALL WITH SLOPE SLOPE u n.. p CEMENT BOARD TO MATCH MAIN BUILDING - < -- -" - - - -j o o �9y "mrc° PAINT TO MATCH BASE ��/ i COLOR OF 13UILDINS &A-V. METAL FLASHIN�FAINT 70 I/ MATCH ADJPCEN7 / m '�/lni� c 9 o t " iv NEW THUG OGG D NTALIS GATE LEAF = W -T' (VERIFY) 2" 6 V♦ a °' -..• 1 SHRUB TREES PER PLAN T2- CMU CEMENT BOARD TRIM o � ° DETAIL WTID. v ° c o = o �`m «ou_nyo b" VIA. STEEL GATE POST, GALV, METAL DECK WITH TUBE STEEL GONG. FILLED .� hhh �" t ��-- SEE DETAIL _ ' PAINTED GALVANIZED METAL FAAIIINT O MATCH B COLOR OF BUILDING. � \ � � V V 1�N6E, S o DECKING BOLTED TO STEM TUBE FRAME � i SEE DETAIL 41f1.0. 1 f O r , 2 "X2 °XI /4 STEEL TUBE / ! FRAME W/ WELDED / T. " o ° ° " o 0 0 ° u 4 DANE BOLTS (PROVIDE — �. ' \ JOI TYP EA. GATE '4 2'X2 "XI /4" STEEL TUBE t HOLES FOR BOTH OPEN / / - TRASH CORRAL WALL GONSTRUGTION x A LEAF �/� _ t% o FRAME W/ WELDED JOINTS, CLOSED POSITIONS) —� — .. T.�'� - PER 16/TL0 A� 1 � m � � � £ ,R m oa c TYP. EA. GATE LEAF o 0 o a o g / . ® �p .�•.. � C V w o FOUNDATION BELOW, -- TYP. / �- SALV. �63u C5 �£ a z - - -J L _ - -_ 6" DIA. 5TEf. GATE POS i/ �++ CONCRETE PAVEMENT TRASH ENCLOSURE FRONT ELEVATION TRASH CORRAL DETAIL MILLED, TYI: I� 15 TIA _ SCALE I/4" - I' -0" , '1, `� �' w ;v TLO = SCALE: 5" Ib. �� PAIN�TEI GALVANIiLE� L �` p 705TEEL TUBE ,r. a x • J WALL CONSTRUCTION =fi PER DETAIL 16/CI.0 - I g, • 55//4" DIA. CANE BOLT. 115 a 12" O.G. x �' T.O. CMU Y . - (6) N5 VERT. , ' - _ _ _ _. _ - NEW THUS OCCIDENTAUS / i P.T. STARTER STRIP L<- y - d . • SHRUB TREES PER PLAN /_ m (5) 5 E0. KAY--,, _. DETAIL 6/71.0. �' &ALV. METAL FLASHING AT BOTTOM HOOPS a Q' O.G. . ° YY _. -_ _. _ - ,• / 2" MIN. a HARD5GAPE; r uo Yt J TRASH WALL PER -. OPEN - - ° 6' a 6RADE; OR PER u u 1 c 16/TI.O - PAINT TO MANUFACTURER REQUIREMENTS FOUNDATION BELOW ,• MATCH BASE DOLOR - _. - - j 6ALV. METAL FLASHING; �. - z u OF BUILDING -- - / FINISH TO MATCH �, 3' -0" X 3' -0" SQUARE - -_ ADJACENT T.O. SLAB 0 FOUNDATION SLOW Al2 2P).? -. a4e, 0163 POST DETAIL TRASH ENCLOSURE SIDE ELEVATION CEMENT BOARD BASE GATE LEAF DETAIL T1 3/4" = I' -0" P05TDW6 16 TIA SCALE: 11 1' -0" 6 4 . Z TRASH CORRAL TI.O SCALE; TI.O SCALE: 3" = 1' -0" TRASH- CB_BASE.DW6 TIA 51-AL.E: 3/4" = 1' -0" 6ATEIEAF.DWG m ®` m \ i K —METAL COLLAR TIT'. WELD BOTTOM COLLAR TO POST. SEE 201TIO. ELEVATION GATE HINGE DETAIL SCALE: 1 1/2' = T -0" QjN 4" I I 1/2" STEEL PLATE 1/2" BOLTS TO FRAME 5/4" CANE BOLT W/ 4" HOOK CANE BOLT DETAIL SCALE: 1 1/2• = V-O' STEEL FRAME PAINTED GALVANIZED METAL DECKING METAL COLLAR TO FIT OVER V DIA. P05T (GREASE AREA BETWEEN P05T d HINGE) /2"L X 5" TRIM ANGLE —TACK YeLD TRIM ANGLE TO T1415 SIDE ONLY — HYDRAULIC GREASE FITTING DRILL d TAP HOLE ". 4 PLACES) AN NOTE: SLOPE PAVEMENT TO FOLLOW LOT FOR DRAINAGE PAVEMENT (SEE 5PEG5) NIPPLE I ✓ELDED 0 PLATE OLLAR5 /4" CANE BOLT V 4" HOOK 5" CONCRETE SLAB WITH HI -TECH FIBERS REINFORCEMENT, SEE 517E PLAN FOR LOCATION 4' COMPACTED GRAVEL TRASH CORRAL PAD DETAIL SCALE: 1 1/2• = V-O' L '.L , T D T I EL TON GRUENEIS 8'fATF OF WN3HING ®Na � u o } 3 m li Y o; O n. 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