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20120312 Signed Civils 05222013 (McDonald's)REVISIONS DRAWING INDEX r CV Cover Sheet SITE SP -2 Site Plan CIVIL o C -001 Civil Cover Sheet g F m C -002 Civil General Notes and Legend Er? `' C -100 Existing Conditions Map ni C -200 TESC & Demolition Plan C -201 Erosion Control Notes & Details = r IW u, C -300 Horizontal Control Plan C -400 Grading & Drainage Plan n z C -401 Site Improvement Details p• �� n C -500 Utility Plan w C -501 STEP Tank Details C -502 Utility Details m N TRASH CORRAL T1.0 Trash Plans, Sections, Elevations & Details T1.1 Trash Details o L k RED CT UENEIS NGTON MCDC)NALD'S RESTAURANT T V o t V d W C: REMODEL .. _.. Y P N J iJV Ow NCM 505 YELM AVE W O j add °OEO� v `o mvv E.OFrc c c O OV3 _ YELM, WA 98597 c p o « o Q�oa3pcvV CIVIL PLAN REVIEW RESUBMITTAL #2 ° °°` r i m 9 E o o c o c o 4 0 �ULUUV Um pw U p p♦ aosm% r? 'o $ IL 'o o � a'3 6 0 O. c IY p o N O V O � O N V O« z U � n3w CV m« a u I i11 Y a IJ l; _ W 7 V1 I V J hl Q fll J it l ' N , i Il COVER VICINITY MAP LEGEND PROJECT DATA GENERAL NOTES , T 11 EXISTING CONCRETE CARBINS TO REMAIN/ REPAIR SITE AREA: 5-1506 y,F, L PROPOSED UTILITIES ARE SHOWN IN SCHEMATIC ONLY. EXACT _ NEW CONCRETE CURBING PARCEL NJMBER: 21124411102 LOCATIONS SHALL BE DETERMINED TO ALLOW FOR THE MOST ECONOMICAL INSTALLATION. ZONING: C-1 (COMIMC'RCIAL) EXISTING CONSTRUCTION TO BE DEMOLISHED USE: FAST FOOD RESTAURANT (EXISTING) p 2. THE CONTRACTOR SHALL COORDINATE WITH ALL UTILITY COMPANIES CBE MEW STRIPING OCGIPANKY: A -2 (EXISTING) TO DETERMINE EXACT POINT OF SERVICE CONNECTION AT EXISTING TYPE OF CONSTRICTION: V-B (EXISTINS) UTILITY. REFER TO THE BUILDING ELECTRICAL AND PLUMBING DRAWINGS FOR UTILITY SERVICE ENTRANCE LOCATIONS, SIZES, AND _ EXISTING STRIPING TO REMAIN BUILDING AREA: EXISTING BUILDING AREA: 2$81 5F. BUILDING, ADDITION: + lb2 S.F. CIRCUITING. EX157INS LANDSCAPING TO REMAIN TOTAL BUILDING AREA: 3,949 SF. 3 WALK AND CURB ELEVATIONS SHALL BE 6• ABOVE FINISH Y, EXI5TNS PARKING: 44 5TALJ -5 PAVEMENT, C ,. D NEW LANDSCAPING PARKING REQUIRED: I STALL / 200 50. FT. GROSS FLOOR AREA: 0 BASED ON 3,349 SC. FT. EXISTING CONCRETE TO REMAIN PARKING PROVIDED: 34 STALLS F U ACCESSIBLE REQUIRED: 2 STALLS (BASED ON 34 STALLS PROVIDED) n D NEW CONCRETE I PROVIDED: 2 STALLS ACCESS BLE PRAY ALL Y SITE: . , EX15TINS CATCH BA51N EXISTING IMPERVIOUS: 24918 90. FT. = (,58% u i iii u z � > EXISTING LOT L16HT EXISTING LANDSCAPE; 12,822 SiQ. FT. =342% 1 1 s W v n M.� EXISTING LANDSCAPE TO: 498 50. FT. ` + ? : WA 3'-5' TW6 01 PYRAI SHRUB TREE BE REPLACED DEMOL15FED IMPERVIOUS/: I'15 50. FT. i {") NEW PIERIS JAPONICA VAR155ATA' (VARIEGATED PIERIS); 5 GAL. FEW LANDSCAPE DEMOLISHED LAND50APFJ: I$11 SQ. FT. 0 � ADA SITE PLAN KEYNOTES E n TOTAL PROPOSED IMPERVIOUS: 24914 50. FT. =658% TOTAL TOTAL PROP05M LANDSCAPE: 12926 SO. FT. = 342% o AD -0I RELOCATE BARRIERS ACCESSIBLE STALLS (TYP. OF 2) AS 5HOYN, WITH A 96" MIN. NICE "Nm� ALL �t �"E� I� PARKING SITE PLAN KEYNOTES LOT AND SEALCOAT A5 NECESSARY. PAINT ACCESSIBLE SY430L AT STALLS PER 4/501. INSTALL NEW ACCE551BLE PARKING STALL 516N5 TO BE MOUNTED WITH BOTTOM - SP -0I REMOVE EXISTING NffW BOARD 4 PROVIDE (2) WA OPO HEM BOARDS AS SHOVAI. OF THE LOWEST SIGN AT b0' MIN. ABOVE ADJACENT PARKING SURFACE ". OF 2) SEE DETAIL 101 AND DETAIL 2/DTI.O FOR EXACT LOCATIONS. PER DETAIL 6/5121. "VAN ACCE55113I STALL SIGN TO BE LOCATED AT STALL WITH 5P -02 REMOVE EXISTING CUSTOMER ORDER D15PLAY 4 INSTALL (2) MEW CUSTOMER ORDER - -_ - -- _- -- -- -- PASSENGER 51DE ADJACENT TO ACCESS AISLE. PROVIDE NEW INLINE ORB RAMP AS DISPLAY UNITS WITH INTEGRAL CANOPY AS SHOWN PER DETAIL 6/DTI.2. SEE DETAIL ''. 5HOYN d REFER TO DETAIL 9/501 FOR INFORMATION. SLOPE IN RUN DIRECTION SHALL 2/DTIA FOR EXACT LOCATIONS. PROVIDE SPEECH/ HEARING IMPAIRED 516NASE AT BE 6% MAX. t OR055 SLOPE SHALL BE NO GREATER THAN 15%. TOP d BOTTOM COD PER DETAIL l /501. D C cr YELM AVENUE W. (S.R. 510) G ANY E ENT[ E NDTH O CURB RAW 4 XTEND &0 HOVr EXCEEDS 1� INSTALL MEW VEHICLE DETECTOfx LOOPS AT NEW ORDER POINTS PER 2/DTI.0 S�EI A5 (OPTIONAL AT EXISTING CASH BL)OlHH LOCATION/ PATCH t REPAIR CONCRETE PAD AT *REQ DETAIL 10/5171. REPAINT ADJACENT d FRONT PARKING 5TALL5 AS SHOYN. BID ALT: �� -T A'` ` 18 E 20/DTI.I. STING REMOVE EXISTING ASPHALT A5 NECESSARY TO PROVIDE NEW CONCRETE PAD AT ACCESSIBLE STALLS AND ACCESS AISLE. ENSURE MAX 15% SLOPE IN ALL DIRECTIONS 5P-04 REMOVE EXISTING AND INSTALL (2) WA 6ATEWAY 516N PACKAGES AS SHOYN. N E MNGT- N 52°04'00' W - -�;. t SMOOTH TRANSITION TO ADJACENT ASPHALT STALLS. COORDINATE LOCATION WITH 210TID d NWONALD5 CONSTRICTION MANAGER TO %, - - '" - - _ -- - REMEDIATION OCCURS IN AD -0I ENSURE BEST VISIBILITY FROM SITE ENTRANCE. SEE DETAIL 8/DTI2 FOR MORE PAVING SPECIFICATION (MINIMUM 3' TOTAL COMPACTED ASPHALT THICKNESS) 150'00' -03 REMEDIATION OCC)R5 IN AD -0I INFORMATION. PROVIDE NEW OPO PRE-SELL BOARD PER DETAIL 20TH 0.6150. FT). VERIFY .a ., - ® REMOVE t REPOUR EXTERIOR WALKWAY AT BUILDING TO EXTENT NECESSARY TO LOCATION WITH MCDONALDS PROJECT MANAGER AND DETAIL 21DTID. 0 rn ENSURE A MAXIMUM SLOPE OF 5% IN THE DIRECTION OF TRAVEL 4 MAXIMUM IS% GROSS POINT FOUNDATION; 5 -04 Grp �� I I \ SLOPE. REMOVE EXISTING 6 INSTALL NEW IN -LINE CURB RAMPS AS S OYAU. REFER TO DETAIL 9/5DI FOR MORE INFORMATION. SLOPE FOR IN -LINE CURB RAMP IN RUN DIRECTION 5HALL BE 8% MAXIMUM AND CROSS SLOPE SHALL BE NO GREATER THAN LOCATION T WITHMG�DONALD5 CONSTRUCTION PROVIDE 2' CONDUIT TO CASH BOOTH JUNCTION BOX. CONNECT TO ELECTRICAL d i- y v " ITT 1 DATA SY5'fEMS AS NECESSARY. t _ _ 5P -Ib- _ TYP. _ _ 5p -II v - IS%. TOP AND BOTTOM LANDINGS TO BE ENTIRE WIDTH OF CURB RAMP AND EXTEND 60' WITHOUT EXCEEDING 15% SLOPE IN ANY DIRECTION. PROVIDE DETECTABLE `� REMOVE EXISTING CONCRETE/ ASPHALT DRIVE -THUS LANE /vS NECESSARY TO CONCRETE PAVING AND CURBING THROUGHOUT NOTE: McDONALD'S ENGINEER RESERVES THE RIGHT TO REDUEST A COMPACTION � u o B� � a SP 13 - WA,RNIN65 AS NECESSARY PER 0/SDI. ENSURE THAT THERE ARE NO U1AN6E5 aF LEVEL ACCOMMODATE NEW WORK MEN DRIVE -TNRI LANES AS SHOWN FOR MCDONALD'S SPECIFICATIONS. SLOPE TO DRAIN TO TEST AND /OR A CORE SAMPLE. IF TESTS PROVE CORRECT, PER ABOVE SPECIFICATION, TESTS WILL BE AT THE EXPENSE OF IICDONALDS, � __ -- AD I5 SP -IS c„p_12 TYp GREATER THAN 1/4" OR 1/2" WITH BEVEL AT THE EXPANSION JOINTS AND THE DOOR THRESHOLDS. ENSNARE ASLIP- RESISTANT BROOM FINISH AT CONCRETE WALKWAY. PROVIDE A 5'x5' LANDING AT ALL DOORS AND CHANGES IN DIRECTION WITH 15% MAX. EXISTING CATCH BASINS A5 NECG{fARY. SEE DETAILS 2/DTI.I, 3/DTI.I d 4/DTI.I. 5P -0g DEMOLISH EXISTING LANDSCAPING d CONCRETE CURBING AS NECESSARY TO OTHERWISE, &C. WILL BE CHARGED. e- ' LOT LIGHTING RECOMMENDATION �\ SLOPE IN ALL DIRECTIONS. SEE DETAILS II t 12 /SDI. ACCOMMODATE REVISED HRU CONFIGURATION. INSTALL NEW - ET 01 MATCH ADJACENT SEE SHEET DTf.I. DRIVE-THM LANE, CURBS d ASPHMALT MACHDJA 4 ASS 6 ?; L6 SEE FLOOR PLAN S SP-09 REMOVE EXISTING PLAYTOY, EXTEROR SEATING, COVERING AND EXTERIOR REMOVE EX CONSTRUCTION EXISTING LOT LIGHTS TO REMAIN. VERIFY WITH HIS PROJECT. MANAGER IF CLEAN /RELANP OR NO WORK DURING THIS PROJECT. F ° 5P -IO POUR NEW CONCRETE SIDEWALK AT ENTRY DOOR AND ENSURE A MAX. CHANGE IN LEVEL OF I/4" OR I/2" WITH BEVEL AT DOOR THRESHOLD. STOREFRONT VERIFY WITH MGDCNALDS CONSTRUCTION MANAGER IF SALVAGE OR DISPOSAL. REMOVE EXISTING CONCRETE AS MECESSARY TO ACCOMMODATE MEW 1 r,,': TYP. �,�, ® SEE FLOOR PLAN WORK. a _ _ 1 O 4 � 5P'21 '. -08 SEE FLOOR PLAN 5P -10 PROVIDE NEW SITE t DRIVE -THRI STRIPING/ SYMBOLS TO EXTENT SHOYBU. PAINT TO _ ry MD -13 SP -12 ® SEE FLOOR PLAN BE (2) COATS TRAFFIC YELLOW AT DRIVE -THRU d (2) COATS TRAFFIC WHITE AT ❑ AD-Ob SPA " I PARKING; SEE DETAILS SHEET 5171. BID ALT: SEALCOAT EXISTING ASPHALT TO REMAIN J o v o o "c --- SP -18 �r�' TYP AD -10 SEE FLOOR PLAN d RESTRIPE AS SHOW v' v o m Y' m ® AD -II SEE FLOOR PLAN SP -II EXISTING LANDSCAPE TO REMAIN, TYP. PATCH 4 REPLANT AS NECESSARY TO a v d » Q> - I AD -12 � FLOOR PLAN ACCOMMODATE DEMOLITION d NCW CONSTRICTION. RESTORE ANY D15TURWD °' ... Q•.- SP -14 ,q AD-13 REMOVE EXTERIOR SEATING TO ACCOMMODATE FEW DINING AREA EXPANSION. EXISTINkG LANDSCAPING. °- o o v° o a o J 0 < v E .p a ` 5P -12 FEW NGJP.,GAPIN6 To DRIVE16NA I LOCATIONS, ENSURE ,E101 o n EXISTING AD -14 SEE FLOOR PLAN O HATCH OF RI E- PLANTINGS WILL NOT INHIBIT VIEW OF DRVE -THHRU 516NA6E FROM CUSTOMERi. SEE TI PARKING INFORMATIDN Q m o, <, MWONALD'S AD-IS REMOVE EXISTING PLAYTOY TO ACCOMMODATE BUILDING EXPANSION. POUR NEW LANDSCAPE DRAWINGS FOR MOFI INFORMATION. PROTECT Safi SYSTEM AND 6REAuE e9 cs m -- ttP. RESTAURANT ACrE`%IBLE EXTERIOR WALKWAY AS 5HOYN TO ENSURE A MAXIMUM SLOPE OF 5% IN INTERCEPTOR MANHOLE5 FROM 12AMAOE DURING CONSTRUCTION. REMOVE EXI5nN6 34 9' -0' X 79' -0" SPACES O 90' f o �' __ - -_ AD -01 THE DIRECTION OF TRAVEL d MAXIMUM 15% cRO�.fi SLOPE. INSTALL NEW IN -LINE CURB CONCRETE WALKWAY AT EXISTING DRIVE -THRI SIDE DOOR FOR FEW LANDSCAPING. N `o .0 a° 3 ° 2,Cj87 SQ. FT. RAMP'' AS SHOVN. REFER TO DETAIL 9/512[ FOR MORE INFORMATION. SLOPE FOR 5P -13 INSTALL NEW GUARDRAIL A5 SHOYN AND PER AD -IS SEE DETAIL 8/SDI b FINISH PER 0° ° _ � a 34 .{ +7'62 SD. FT. ;.. , 0O IN -LINE CURB RAMP IN RUN DIRECTION SHALL BE 6% MAXIMUM AND CRO55 SLOPE ELL'YATIONS. r t o 20 0 o c « ° 5P -10 .. 3,349 SQ. FT. SHALL BE NO GREATER THAN 15%. TOP AND BOTTOM LANDIN65 TO BE ENTIRE WIDTH 5p -14 PAINT EXISTING BOLLARDS (2) COATS TRAFFIC YELLOW PROVIDE NEW BOLLARDS nB 3 �" E r OF GARB RAMP AND EXTEND 60" WITHIpIT EXCEEDING 15% SLOPE IN ANY DIRECTION. AT NEW DRIVE -THRU LANES AS NECESSARY. VERIFY EXTENT WITH MCDONALDS � ° ° o x .", ° OWl PROVIDE DETECTABLE WARNING° AS NECESSARY PER 10/501. ENSURE THAT THERE ARE CONSTRICTION MANAGER, SEE DETAIL 5/DTI,2 FOR MORE INFORMATION. r o v Q ;n NO CMAN6E5 OF LEVEL GREATER THAN v4" OR I/2" WITH BEVEL AT THE EXPANSION o c o 0 (a - i J n `.'P41 N J G) I •';1 JOINTS AND THE DOOR THRESHOLDS. ENSURE A SLIP- RE515TANT BROOM FINISH AT 5'X5' ALL AND CHANGES IN 5P -15 EXISTING HISTORIC PLAC.i+E TO REMAIN PROTECT FROM DAMAGE DURING CONSTRUCTION, °o (5 SP-03 O) IIm - L� t� '� �• ® AI O CONCRETE WALKWAY. PROVIDE A LANDING AT DOOR5 DIRECTION WITH 15% MAX. SLOPE IN ALL DIRECTIONS. SEE DETAIL 11/5121. PROVIDE NEW SP -Ib EXISTING POLE MOUNTED ROADSIGN (4141.1-150. FT) AND READER BOARD (24 W. FT) TO O UTILITY INFORMATION O m „ H i ° - i0 .Tl M' -� :. - m GUARDRAIL AS ° IOYN. SEE DETAIL 8/501. ENSURE A 60' DEEP X 18' LATCH DEPTH REMAIN. PROTECT FROM DAMAI ? o'° T ° ° „ S E SIZE TYPE LOCATION N SP -06 ITT CLEARANCE AT PULL 51DE OF POOR SEE FLOOR PAN FOR MORE INFORMATION. SP -Il EXISTING DIRECTIONAL 516N (9.lb 50. FT. EACH) TO REMAIN PROTECT FROM DAMAGE. °..�° `o SANITARY SEWER EXISTING 101-0 SS -24 cn AD -16 SEE FLOOR PLAN SP-Ig INSTALL WHEEL5TOP5 AT LOCATI ONS SHOWN. ENSURE CAR OVERHANS DOES NOT r V c v 5 ` c 2 CC WATER EXISTING 510E SETBACK �_ m AD -1 SEE FLOOR PLAN PROTRUDE INTO THE 44" MIN. WIDE ACCE551BLE ROUTE. SEE DETAIL 15/5VI FOR MORE ° 5P -II -. • "' - - - _ AD -18 REMOVE EXISTING PLAYTOY TO ACCOMMODATE MEW DINING EXPANSION. VERIFY IF INFORMATION. SP -19 EXISTING FLAGPOLE TO REMAIN. PROTECT FROM DAMAGE. STORM SEWER EXISTING ELECTRIC EXISTING TYP. - - -1 ,i -01' 10' -0° SALVAGE/ DISPOSAL WITH MCDONALDS CONSTRICTION MANAGER SP4p RELOCATE EXI5nN6 LOT LIGHT A5 5HHOYN. VERIFY EXACT LOCATION WITH MCDONALDS p t .5 TYP- 51 SETBACK CONSTRUCTION MANAGER RECONNECT TO EXISTING ELECTRICAL AS NECESSARY. ° z ° $ w'L' GAS EXISTING SIGN LEGEND EXISTING AMENITIES O __ _ FOR BI1EX1DI L SP -I2 ONS WITH �� TIC DUE r EYHPAN5ION. VERIFY EXACT[ LOCATIONS SURVEY INFORMATION I ro OA YELCAME' GATEWAY SIGN (2 FEW, 33 SG1. FT. OF 516NPbE EACHM) W W B ,I TYP. 5HO LOCATION 5p -22 REMOVE t RELOCATE EXISTING 3PRNKLER UTILIN BOX AS SHOYN. VERIFY LOCATION O } l 1 __ °i _ _25 D �. C' -01 _ CUSTOMER ORDER DISPLAY W/ INTEGRAL CANOPY (C.OD) (2 NEW 3.1 SQ. FT. OF 516NA6E WITH MCDONALDS cON6TRUCTIOW MANAGER. RECONNECT TO EXISTING UTILITIES AS NECESSARY. ° ' w v _ 5P-04`` _ rSP-0g 'W EACH) MEW (2 NEW 568 50. FT. EACH) SP -23 REMOVE EXISTING AND PROVIDE NEW 8' -0' TALL TRASH CORRAL TO PROVIDE 2'-0' OF t _. -... A Tl'P: I O OPO BOARD SCREENING ABOVE REFUSE CONTAINERS AND CONCRETE PAD. SEE SHEET TI 0 FOR `SP 5p:H4•', B �' O ° •• Op PRE-SEI.L BOARD 0 NEW, 181 90. FT. OF SI&NAGE) MORE INFORMATION SP -24 REMOVE EXISTING ROOF LADDER d PROTECT FOR RELOCATION PER FLOOR PLAN. SEE I/A3.4 FOR MOIRE INFORMATION. -� 5P -10 i y"W ? II .. �" E 'ANY LANE, ANY TIME' BOLLARD (I NEK 2.15 50. FT. OF 516NAbE) O LOADING AREA. , -- - _- TY'P. E O O I - •O O FULL FORWARD SIGN (2 NEW 451 50. FT. OF SI&NbAGW. ENSURE 44' MIN. CLR 5P-26 PROVIDEN7 S OOCIDENTALIS PYRAMIDAL SHRUB TREES AROUND SOUTH _ O.C. W C it SP-d)8 1 TYP ACCESSIBLE ROUTE TO R164T OF WAY. CHAPTER 11.80 OF THE YELM MUNICIPAL E, PROVIDE NEW GROUND AS _ - A ° A ®N EXI 15 Nb � NECESSARY TO MATCH EXISTING. P� SP-10 W W T"P. �� / SP -27 NEW HALL SCONCE LOCATION ON BUILDING EXPANSION. SEE ELEVATIONS. ` y PLAN SCALES 1' = 20' SP -28 PROVIDE NEW LANDSCAPING ALONG SOUTH PROPERTY LINE. PLANTS TO BE NEW 3'3' , -� STREET ADDRESS -� �[ c I " THUS OCCIDENTALIS PYRAMIDAL SHRUB TREE AND NEW FIERI5 JAPONICA VARIESATA' SP -12 e�P 20 JJ `• < ® (VARIEGATED PIERI5); 5 GAL. VERIFY SPACING WITH CHAPTER 11.80 OF THE YELM 505 - - ° NEVV' •; SP -Il R =81' -I I/4" I MUNICIPAL CODE. PROVIDE ADDITIONAL GROUND COVER AS NECESSARY TO MATCH ADJACENT. LANDSCAPE SUBCONTRACTOR TO PROVIDE REQUIRED IRRIGATION TO AREA YELM AVE W t r T AND TO ENSURE IRRIGATION 5Y5'TEM POSITIVELY PREVENTS RUNOFF OR OVERSPRAY CITY STATE SP -26 C:�Ri2EfL ° HAI FO.ouipFEN'T MISALIGNMENT. L�SUBCONTRACTOR r LOCATE�SPR1�r� Hg Ds YELM W A 1 `` y TYP. - - - ,� ,� R'38, W BASED ON THOROUGH EVALUATION OF PHYSICAL, ENVIRONMENTAL AND HYDRAULIC SITE COUNTY ;i ,'?V!"'_ f.. 4� � � tix'pQrl O _ Fd� 1 O O O O [ . ty O O p b L .?., O O O .N�y -�; O 7 LJ , ^,� OO O r) O LJi hti �� 5tid 'usF CONDITIONS, SPECIFY DRIP IRRIGATION FOR ALL ZONES PLANTED IN OFE-6ALLON OR LARGER SIZE, SPECIFY YEATHER,-15I IRRIGATION CONTROLLERS 6 SPECIFY CHECK - 5 52°0400 E L. VALVES WHEREVER NECE55MY TO PREVENT L.OW-HEAD DRAINAGE. T H U R S T ❑ N _ 150.00' SP -29 FEN STEP TANK PER CIVIL DRAYMIN65. 'r 'j a, SECTION TOWNSHIP RANGE 24 17 1E z r� J REGIONAL DWG. NO CORPORATE DWG. NO. SITE PLAN SCALE: V = 20' -0' w 46 -0263 13365 �S P ® 2 0 5 10 20 CONE. _ 5111 I�[AI� OWNER/APPLICANT TAX PARCEL NO: 21724411702 ADDRESS: 505 YELM AVE W YELM, WA 98597 OWNER / APPUCANT: McDONALD'S CORP ZONING: C -1 CONSULTANTS CIVIL SHEA CARR JEWELL 2102 CARRIAGE DRIVE BLDG H OLYMPIA, WA 98502 PH: (360) 352 -1465 CONTACT: ROSS JARVIS, PE SURVEYOR: MTN 2 COAST, LLC 1506 FAIRVIEW ST SE OLYMPIA, WA 98501 PH: (360) 239 -1497 CONTACT:BLAIR PRIGGE GOVERNING AGENCIES CITY OF YELM: PO BOX 479 105 YELM AVENUE WEST YELM, WASHINGTON 98597 PH: (360) 458 -3835 UTILITIES SEWER/WATER: CITY OF YELM: PO BOX 479 105 YELM AVENUE WEST YELMI, WASHINGTON 98597 PH: (360) 458 -8410 STORM DRAINAGE PRIVATE ON SITE SOLID WASTE: LEMAY 2910 HOGUM BAY RD. NE OLYMPIA, WA 98516 ELECTRIC/NATURAL GAS: PUGET SOUND ENERGY - PSE 10885 NE 4TH ST BELLEVUE, WA 98009 PH: (425) 452 -1234 CUSTOMER CONSTRUCTION 3130 S 38TH ST TACOMA, WA 98409 PH: (888) 321 -7779 TELEPHONE: FAIR POINT COMMUNICATIONS 106 SECOND STREET SE YELM, WA 98597 CABLE: COMCAST 410 VALLEY AVE NW, STE 9 PUYALLUP, WA 98371 PH: (253) 261-0945 FX: (253) 864 -4215 CONTACT: ERIC PARTON, COMCAST BUSINESS SERVICES GROUP LEGAL DESCRIPTIONS: LOT 2 OF SHORT SUBDMSION SS -8076 AS RECORDED IN VOLUME 26 OF SHORT PLATS AT PAGE 374, RECORDS OF THURSTON COUNTY, WASHINGTON. (LEGAL DESCRIPTION PER THURSTON COUNTY ASSESSOR'S DATA, NO TITLE REPORT WAS PROVIDED) nAT( )M• HORIZONTAL WASHINGTON STATE PLANE COORDINATES, SOUTH ZONE, NAD 1983/91, BASED ON TIES TO THURSTON COUNTY CONTROL MONUMENTS. TAR/837 AND TAR/362 VERTICAL NAVD 1988 BASED ON TIES TO THURSTON COUNTY CONTROL POINTS TAR/837 AND TARj352. TBM PK NAIL SET 1' NORTHERLY OF STRIPE END IN SOUTHWEST END OF PARKING LOT. M2C POINT 1101, ELEVATION 349.22 CALL BEFORE YOU DIG THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL EXISTING 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 r V r •�� I NN rj / 7 1 ro r r IV r r vvAvv vv v r / f i 1l t \ \ f \ 1. cb •� \ 6ca Q rf. y �� f % s VICINITY MAP NOT TO SCALE SHEETINDEX SHEET NO. SHEET TITLE SHEET DESCRIPTION 1 C -001 COVER SHEET 2 C -002 GENERAL NOTES AND LEGEND 3 C -100 EXISTING CONDITIONS MAP 4 C -200 TEMPORARY EROSION /SEDIMENT CONTROL AND DEMOLITION PLAN 5 1 C -201 IEROSION 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 U11UTY PLAN 10 C -501 STEP TANK DETAILS 11 C -502 UTILITY DETAILS 30 60 SCALE IN FEET O m k K � k d d g IIIIIIIIIIIIIN N 0 00 m 0 0 wz s U W 3°� U_ o J w J z ;fig F o a a In 3M3 U 0 >m3 �//�� U o a V/ a o � u 3 N CC o 4 N Z All :-2 � 3 c �o§ai£Ejs o g>g Is CONCLUSIONS OF LAW: m O m' L3 O x G a A. THE SITE PLAN REVIEW COMMITTEE HAS JURISDICTION TO CONSIDER AND DECIDE THE ISSUES PRESENTED BY THIS REQUEST. $< THE APPLICANT HAS ESTABU�HED 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. H 0 LL B. of s THEREFORE, THE SITE PLAN IS APPROVED SUBJECT TO THE FOLLOWING CONDITIONS 1. THE APPLICANT SHALL MITIGATE TRANSPORTATION IMPACTS BASED ON THE NEW P.M. PEAK HOUR TRIPS GENERATED BY THE PROJECT. THE TRANSPORTATION FACIUTY CHARGE (TFC) FOR THE NEW ADDITION SHALL BE BASED ON THE INSTITUTE OF TRANSPORTATION ENGINEERS TRIP GENERATION MANUAL, 7TH EDITION FOR A FAST FOOD RESTAURANT, LAND USIE CODE (934). 2. AN ENGINEERS ESTIMATE FOR WATER USAGE IS REWIRED WITH CIVIL PLAN REVIEW. IF ADDITIONAL WATER CONNECTIONS ARE REQUIRED BASED ON THE EXPANSION, THE CONNECTION FEE AND METER FEE WILL BE ESTABLISHED AT THE TIME OF BUILDING PERMIT ISSUANCE. ALL CONDITIONS FOR CROSS CONNECTION CONTROL AS REQUIRED IN SECTION 246 -2W -490 WAC SHALL BE MET PRIOR TO ISSUANCE OF CERTIFICATE OF OCCUPANCY. 3. THE STEP SYSTEM IS REQUIRIED 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 CIML 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 (FED) DOES NOT IMPACT THE OPERATION OF THE STEP SYSTEM. IF PRETREATMENT MAINTENANCE IS NOT DOCUMENTED AND DEMONSTRATED THE COST OF PUMPING THE STEP TANKS MAY BE THE RESPONSIBILITY OF THE PROPERTY OWNER. 5. A FINAL STORMWATER PLAN SHALL BE SUBMITTED WITH CIVIL ENGINEERING PLANS AND SHALL INCLUDE AN OPERATION AND MAINTENANCE PLAN. BEST MANAGEMENT PRACTICES ARE REQUIRED DURING CONSTRUCTION OF THE SYSTEM. 6. THE CIVIL ENGINEERING PLANS SHALL INCLUDE A FINAL LANDSCAPING PLAN SHOWING REWIRED LANDSCAPING ON THE SOUTH PROPERTY LINE AND AROUND THE REFUSE ENCLOSURE. 7. REFUSE COLLECTION AREAS SHALL BE DESIGNED TO CONTAIN ALL REFUSE AND RECYCLES GENERATED ON THE SITE AND DEPOSITED BETWEEN COLLECTIONS. DEPOSITED REFUSE SHALL NOT BE VISIBLE FROM OUTSIDE THE REFUSE ENCLOSURE, WHICH SHALL BE SCREENED BY A SOLD ENCLOSURE OF A MATERIAL AND DESIGN COMPATIBLE PATH THE OVERALL ARCHITECTURAL THEME OF THE ASSOCIATED STRUCTURE, AT LEAST 2 FEET TALLER THAN THE REFUSE CONTAINERS. THE LOCATION AND ACCESS TO ALL REFUSE ENCLOSURES SHALL BE APPROVED, IN WRITING, BY LEMAY, INC. PRIOR TO CIVIL PLAN APPROVAL 8. THE CIVIL ENGINEERING PLAN'S 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 APPUCANT MAY REQUEST A SIX -MONTH EXTENSION ON THE APPROVAL, IF THE REQUEST IS MADE IN WRITING PRIOR TO THE EXPIRATION DATE OF THIS APPROVAL IF YOU NEED ADDITIONAL INFORMATION OR ASSISTANCE, PLEASE CALL THE COMMUNITY DEVELOPMENT DEPARTMENT AT (360) 458 -3835. APPROVAL EXPIRES'. 04- / 2 -20 / 3 T Al2 -282 - #46 -0263 C -001 W $ $< WQ 0 of s O Q Ma W jr ; O N Lu Z z LIJ {y�,1 > _ J N � r mars Ld n i o I o< 0 L N 0 0 0� 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 RESPONSIBILITY OF THE CONTRACTOR TO DULY NOTIFY THE CITY IN ADVANCE OF THE COMMENCEMENT OF ANY AUTHORIZED WORK OR TO SCHEDULE REQUIRED INSPECTIONS. ANY REWIRED INSPECTION TEST WILL BE PERFORMED AT THE CONTRACTOR'S EXPENSE, 4. THE CONTRACTOR MAY BE REQUIRED BY THE CITY OF YELM TO PROVIDE SECURITIES BY THE CITY ENGINEER PRIOR TO COMMENCING WORK. THE CITY ENGINEER SHALL RELEASE SECURITIES UPON SATISFACTORY COMPLETION OF THE REQUIRED WORK OR ANY PREVIOUSLY SPECIFIED STIPULATIONS RELATED TO THE REQUIRED WORK. 5. THE CONTRACTOR SHALL PROVIDE A WARRANTY ON ALL WORKMANSHIP AND MATERIAL FOLLOWING ACCEPTANCE OF THE PROJECT BY THE OWNER. 6. THE APPROVAL OF THESE PLANS BY THE CITY OF YELM DOES NOT RELIEVE THE CONTRACTOR OR DEVELOPER OF THE RESPONSIBILITY TO COMPLY WITH THE REQUIREMENTS OF OTHER GOVERNING AGENCIES. 7. CAUTION - NOTICE TO CONTRACTOR THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON THE PROJECT SURVEY AND OTHER RECORDS OF UTILITIES. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. CONTRACTOR TO CALL 1- 800 - 424 - 5555 48 HOURS PRIOR TO PLANNED EXCAVATIONS. 8. THE DESIGN SHOWN IS BASED UPON THE ENGINEER'S UNDERSTANDING OF THE EXISTING CONDITIONS. THE EXISTING CONDITIONS SHOWN ON THIS PLAN SHEET ARE BASED UPON COMPILED SURVEY DATA. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING FIELD CONDITIONS PRIOR TO BIDDING THE PROPOSED WORK IMPROVEMENTS. IF CONFLICTS ARE DISCOVERED, THE CONTRACTOR SHALL NOTIFY THE OWNER OR OWNERS REPRESENTATIVE 9. EXISTING UTILITIES ARE SHOWN FOR REFERENCE ONLY. THE CONTRACTOR SHALL VERIFY EXACT LOCATION, DIA, LENGTH, CONDITION, PIPE TYPE, SLOPE AND VERTICAL AND HORIZONTAL ALIGNMENT OF THE EXISTING ALIGNMENT OF THE PROPOSED POINT OF CONNECTION PRIOR TO CONNECTION AND REPORT ANY DISCREPANCIES TO ENGINEER PRIOR TO CONSTRUCTION. 10. PRIOR TO COMMENCING WORK, THE CONTRACTOR SHALL OBTAIN ALL NECESSARY LOCAL, STATE, AND FEDERAL APPROVALS AND PERMITS. 11. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO HAVE A COPY OF THE APPROVED PLANS, SPECIFICATIONS, AND CONTRACT DOCUMENTS AT THE CONSTRUCTION SITE AT ALL TIMES. 12. A PRE CONSTRUCTION MEETING SHALL BE HELD WITH THE CITY OF YELM PUBLIC WORKS DEPARTMENT PRIOR TO THE START OF CONSTRUCTION (360) 458 -8410. 13. CONTRACTOR TO PROVIDE SLOPE PROTECTION FOR SLOPES OF 5:1 OR GREATER ACCORDING TO AGO STANDARD GUIDELINES AND BEST MANAGEMENT PRACTICES (BMP'S). 14. CONTRACTOR TO MAINTAIN EROSION CONTROL FACILITIES IN ACCORDANCE WITH DRAINAGE DESIGN MANUAL FOR THE CITY OF YELM, THURSTON COUNTY EROSION CONTROL MANUAL, DEPARTMENT OF ECOLOGY STORM WATER MANUAL AND AGO WATER QUALITY MANUAL AND PER THE STORMWATER POLLUTION PREVENTION PLAN (SwPPP). 15. THE CONTRACTOR SHALL SAFELY MAINTAIN TRAFFIC AND CONTINUOUS ACCESS TO PRIVATE AND /OR PUBLIC PROPERTY. 16. CONSTRUCTION SIGNING AND TRAFFIC CONTROL SHALL BE PER THE CURRENT COPY OF THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (MUTCD). 17. THE ROADS DESIGNATED AS CONTRACTOR ROUTES WILL BE USED BY CONTRACTORS AND THE GENERAL PUBLIC (ALONG PUBLIC ROADS). THE CONTRACTOR SHALL NOT INTERFERE WITH OTHER VEHICLE TRAFFIC AND SHALL YIELD TO EMERGENCY VEHICLES ALONG ANY OF THE PUBLIC ROADS. THE CONTRACTOR SHALL PROVIDE ALL FLAGGING, SIGNING, LIGHTING, ETC REQUIRED BY THE CITY OF YELM, THURSTON COUNTY, OR THE STATE. THE CONTRACTOR SHALL OBEY ALL VEHICULAR WEIGHT AND SPEED LIMITS. PERIODIC SWEEPING OF CAPITAL MALL DR, AND ALL OTHER ROUTES SHALL BE DONE AS NEEDED SO ROUTES ARE KEPT FREE OF DEBRIS AT ALL TIMES. 18. ANY DAMAGE ALONG THE CONTRACTOR ACCESS/HAUL ROUTES DUE TO THE CONTRACTOR'S USE SHALL BE REPAIRED IMMEDIATELY. AT THE COMPLETION OF THE PROJECT, ALL PAVEMENTS AND SURFACES ALONG THE ACCESS ROUTES SHALL BE RESTORED TO THE ORIGINAL CONDITIONS. THE CONTRACTOR SHALL REPAIR ANY DAMAGE TO THE HAUL ROADS DUE TO HIS /HER OPERATIONS. THE CONTRACTOR SHALL COORDINATE AND MEET THE CLEANING AND REPAIR REQUIREMENTS SET BY OTHER PUBLIC AGENCIES FOR USE OF 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 LOCATION AND PROTECTION OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING THE UNDERGROUND LOCATE LINE AT (800) 424 -5555 A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATION. CITY OF YELM GENERAL NOTES: 1. ALL WORKMANSHIP AND MATFRIALS SHALL BE IN ACCORDANCE WITH CITY OF YELM STANDARDS, AND THE MOST CURRENT COPY OF THE STATE OF WASHINGTON STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION. 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TRAFFIC CONTROL IN ACCORDANCE WITH MUTCD. PRIOR TO DISRUPTION OF ANY TRAFFIC, TRAFFIC CONTROL PLANS SHALL BE PREPARED AND SUBMITTED TO THE CITY FOR 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 SHALE_ 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 W TH THE STANWD 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 PRIOR TO ACCEPTANCE OF WORK. 8. THE CONTRACTOR/DEVELOPER SHALL FURNISH AND INSTALL ALL PERMANENT SIGNING. SEC 24, TOWNSHIP 17 N, RANGE 1 E, W.M. DRAFTING SYMBOLS XX -01 •• -.°- DETAIL NUMBER XX -Ol .........SHEET NUMBER DETAIL IS LOCATED ON XX -A ..........SECTION NUMBER XX -01 .........SHEET NUMBER SECTION IS LOCATED ON O ...............CONSTRUCTION NOTE SYMBOLS XX XX ❑X LEGEND (SURFACE FEATURES DECIDUOUS TREE CONIFER TREE .MAPLE TREE -','[�t- DGUGLAS -FIR TREE ,1 STUMP SHRUB BIKE RACK MAIL BOX WHEEL STOP - STREET SIGN (AS DESCRIBED) ALUMINUM CA AERIAL PANEL BRASS CAP s CONCRETE MONUMENT HUB AND TACK IRON PIPE X LEAD AND TACK 4s MAG NAIL r. MONUMENT IN CASE r PK NAIL U REPAR AND CAP SCRIBE STONE LINE TYPES WOOD FENCE -- - -- CHAIN LINK FENCE <- x -- WIRE FENCE - -- -- GROUND TOE GROUND TOP D SD b-- - STORM LINE Ss -SS ss- SANITARY SEWER LINE -T -- BURIED TELEPHONE -r or+ T -o1i . -cri- OVERHEAD TELEPHONE -- P " -- -r- BURIED POWER - -OH OH - -- OVERHEAD POWER WATER LINE -- c c -- c -c -- NATURAL GAS LINE LEGEND (UTILITIES) ADDITIONAL gj CABLE MARKER POST WITHIN THESE SS CLEANOUT © RISER/ / PEDESTAL � SS MANHOLE ¢,I CABLE VAULT /MANHOLE Q SS MARKER POST -C CULVERT LT SEPTIC TANK - --0 LUMINAIRE WITH ARM BGS STORM CATCH BASIN p LUMINAIRE u STORM MANHOLE # LANDSCAPE /YARD UGHT MFR STORM CLEANOUT IJ NATURAL GAS MARKER POST 0 STORM ROOF DRAIN g NATURAL GAS METER MIN STORM YARD DRAIN cg-j PROPANE TANK Q STORM MARKER POST CJ NATURAL GAS VALVE ga TELEPHONE CABINET O POWER CONDUIT FT] TELEPHONE JUNCTION BOX I GUY ANCHOR �,� TELEPHONE RISER cs'"GUY POLE + TELEPHONE MARKER POST © POWER JUNCTION BOX CONT TELEPHONE POLE FI POWER MARKER POST CT"} TELEPHONE VAULT /MANHOLE FFT POWER METER o WATER AIR RELEASE VALVE -0- POWER POLE $ WATER BLOW OFF 0L PP WITH DROP LINE DEG FIRE DEPARTMENT CONNECTION DEMO PP WITH DROP AND LIGHT a HOSE BIB 1 PP WITH DROP, LIGHT AND TRANSFORMER 0 IRRIGATION CONTROL VALVE DR PP WITH DROP AND TRANSFORMER W WATER MARKER POST E PP IWTH LIGHT AND TRANSFORMER EA WATER METER ECR PP WITH LIGHT. EHH WATER POST INDICATOR VALVE -9- PP WITH TRANSFORMER ty SPRINKLER HEAD IN POWER TRANSFORMER >4 WATER VALVE ED POWER VAULT/ MANHOLE Q WATER VAULT/MANHOLE ESMT EASEMENT j�) WELL LEGEND (SURFACE FEATURES DECIDUOUS TREE CONIFER TREE .MAPLE TREE -','[�t- DGUGLAS -FIR TREE ,1 STUMP SHRUB BIKE RACK MAIL BOX WHEEL STOP - STREET SIGN (AS DESCRIBED) ALUMINUM CA AERIAL PANEL BRASS CAP s CONCRETE MONUMENT HUB AND TACK IRON PIPE X LEAD AND TACK 4s MAG NAIL r. MONUMENT IN CASE r PK NAIL U REPAR AND CAP SCRIBE STONE LINE TYPES WOOD FENCE -- - -- CHAIN LINK FENCE <- x -- WIRE FENCE - -- -- GROUND TOE GROUND TOP D SD b-- - STORM LINE Ss -SS ss- SANITARY SEWER LINE -T -- BURIED TELEPHONE -r or+ T -o1i . -cri- OVERHEAD TELEPHONE -- P " -- -r- BURIED POWER - -OH OH - -- OVERHEAD POWER WATER LINE -- c c -- c -c -- NATURAL GAS LINE AC ABBREVIATIONS ADD'L ADDITIONAL ADJT NOTE., NOT ALL ABBREVIATIONS WILL BE UTILIZED WITHIN THESE PLANS & AND LF LINEAR FEET O ANGLE LP LOW POINT t APPROXIMATELY LT LEFT 0 AT BGS BELOW GROUND SURFACE CE CENTERLINE MAX MAXIMUM ' DEGREE MFR MANUFACTURER = EQUALS MH MANHOLE ' FOOT MIN MINIMUM, MINUTE CIP GREATER THAN MISC MISCELLANEOUS CJ INCH MON MONUMENT IN CASE If NUMBER CLR CLEAR % PERCENT COMM COMMUNICATION AC ASPHALTIC CONCRETE ADD'L ADDITIONAL ADJT ADJACENT AFF ABOVE FINISH FLOOR AP ANGLE POINT APPROX APPROXIMATE ARCH ARCHITECT ATB ASPHALT TREATED BASE COURSE AVE AVENUE BCR BEGIN CURB RETURN BFV BUTTERFLY VALVE BGS BELOW GROUND SURFACE BLK BLOCK(S) BLDG BUILDING BM BENCHMARK BVC BEGIN VERTICAL CURB C CONDUIT CB CATCH BASIN OF CUBIC FEET CIRC CIRCUIT, CIRCULA(R, TION) CIP CAST -IN -PLACE CIP MON CAST -IN -PLACE MONUMENT CJ CENTER JOINT CENTER LINE CL CROWNLINE CLR CLEAR CO CLEANOUT COMM COMMUNICATION COMPT COMPACTED CONC CONCRETE CONST CONSTRUCT CONT CONTINUE, ED, OUS, ATION) COORD COORDINATE CSBC CRUSHED SURFACING BASE COURSE CSTC CRUSHED SURFACING TOP COURSE CULV CULVERT CU YD CUBIC YARD D/W DRIVEWAY DEF DEFLECTION DEG DEGREE DEMO DEMOLISH /DEMOLITION DIA DIAMETER DIM DIMENSION(S) DIP DUCTILE IRON PIPE DR DRIVE DWG(S) DRAWING(S) E EAST OR ELECTRICAL EA EACH ECR END CURB RETURN EHH ELECTRICAL HANDHOLE EL, ELEV ELEVATION ELEC ELECTRIC(AL) ENGR ENGINEER EOP EDGE OF PAVEMENT ED EQUAL(LY) EQUIP EQUIPMENT ESMT EASEMENT EVC END VERTICAL CURVE EX, EXIST EXISTING EXP EXPANSION EDO FIRE DEPARTMENT CONNECTION FDN FOUNDATION FF, FEE FINISH FLOOR (ELEVATION) FG FINISHED GRADE EH FIRE HYDRANT FIN FINISH(ED) FL FIRE LINE /FLANGE FT 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 N N/A NE NEMA NIC NO, No NTS NW OC, oc OD OSHA P PC PCC PED PI R POC PP PRO PROP PSE PSI PT PVC PM PVMT PVT PER QTY R RD REF REINF REQ'D REV RIM RT R /W, ROW S SCHED SD, SDMH SE SECT SHT SP SO SO FT SQ IN SS SSMH ST STA STD STRUCT SW SYS T TBD TBM TO TELE TEMP TOW TP, T/P TYP PDIe)♦ VAP VC VERT VOL W W/ W/0 wM WSDOT WV XFMR YD NORTH, NORTHING NOT APPLICABLE NORTHEAST NATIONAL ELECTRICAL MANUFACTURES ASSOCIATION NOT IN CONTRACT NUMBER NOT TO SCALE NORTHWEST 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 REINFORC(E, ED, ING, MENT) REQUIRED REVISION MANHOLE RIM ELEVATION RIGHT RIGHT OF WAY SOUTH OR SLOPE SCHEDULE STORM DRAIN, STORM DRAIN MANHOLE SOUTHEAST SECTION(S) SHEET SPRINKLER SQUARE SQUARE FEET SQUARE INCH SANITARY SEWER SANITARY SEWER MANHOLE STREET STATION STANDARD STRUCTURE(E, AL) SOUTHWEST SYSTEM TELEPHONE OR TELEPHONE VAULT TO BE DETERMINED TEMPORARY BENCH MARK TOP OF CURB ELEVATION TELEPHONE TEMPORARY TOP OF WALL TOP OF PIPE TYPICAL UNDERGROUND VERTICAL ANGLE POINT VERTICAL CURVE VERTICAL VOLUME 01 �m m 4 f_ rc � rc 0 O g54 � no 9= C N i ft ilivoi -t H158ml 0 •-j! op$c$ IS V 08ig CC e ee a WEST, WIDTH, WIDE OR WATER N w O WITH m LJ _ Z WITHOUT H 0 z 0 W W z Ux w Z U 3�2 p � 0 aN0 ' W 3 N Fctsreae Vl m :�a Q LL 7 N om2 (7) zo Q- or fS YARD DRAIN �`� a� O (7 LLI F- i L LLI n n 04-12-2013 O O Q Q L Z w�3 0 >m°3 UU �] pn 0 N - / W Lo DATE'. 21 2J1� A a i a p i N o ] N O g54 � no 9= C N i ft ilivoi -t H158ml 0 •-j! op$c$ IS V 08ig CC e ee a WEST, WIDTH, WIDE OR WATER D Z w O WITH O LJ _ Z WITHOUT H 0 WATER MAIN OR WILLAMETTE MERIDIAN W J WASHINGTON STATE DEPARTMENT OF TRANSPORTATION p � 0 3 WATER VALVE O Q Z N Fctsreae Vl m :�a Q LL 7 TRANSFORMER p55 O JA R` WASyt of Z (7) ; Q- or fS YARD DRAIN �`� a� O (7 LLI F- i L APPROVAL EXPIRES: �ITL/.� L/ � C -002 Z w w O O _ Z W Z q aPSba o 2 Q Q N N Fctsreae Vl m m L LL 7 75 I IY "ONAL EN N N O O i i L LLI n n 04-12-2013 O O Q Q L LLI o0 F 04 U U 0 0 � �] D FOR CONSTRU TIO Al2 -262 - - / /46 -0263 DATE'. 21 2J1� A Public Works p p SEC 24, TOWNSHIP 17 N, RANGE 1 E, W.M. I loa� ;ga TCL - �0 0 � - -- �•,., "�" . q A r A 'r� s V 4 � I I i 'S Q, —,lb. o 3�sa -II i II I _ S5 ss ss- ss a sa ss y W , r I 1 - > v s �'All v , 1 I it l; n S' l O 1 o 1, f 1 \q J 1 i I I � c +.w m 3ti0 , �V alt h) N } E�j T ix ��. 1."r— 1 y ..._- _._ .e. .._._ t - -.- `J r. � U 1 _ _ V V V V t I SOLBERG STREET SE - - CALL BEFORE YOU DIG THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING THE UNDERGROUND LOCATE LINE AT (800) 424 -5555 A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATION. u, { LJ IK is I II � I O 1 1 vi �kD d3 I W LLI rt Z I �< cQ G .. ..... J ' W I � I. I Iz' 1 , I 9 � a 30' LEGAL DESCRIPTION LOT 2 OF SHORT SUBDIVISION SS -8076 AS RECORDED IN VOLUME 26 OF SHORT PLATS AT PAGE 374, RECORDS OF THURSTON COUNTY, WASHINGTON. (LEGAL DESCRIPTION PER THURSTON COUNTY ASSESSOR'S DATA, NO TITLE REPORT WAS PROVIDED) DATUM HORIZONTAL WASHINGTON STATE PLANE COORDINATES, SOUTH ZONE, NAD 1983/91, BASED ON TIES TO THURSTON COUNTY CONTROL MONUMENTS. TARp837 AND TAR$362 VERTICAL NAVD 1988 BASED ON TIES TO THURSTON COUNTY CONTROL POINTS TAR/837 AND TAR/362. TBM PK NAIL SET 1' NORTHERLY OF STRIPE END IN SOUTHWEST END OF PARKING LOT. M2C POINT # 101, ELEVATION 349.22 UTILITIES NOTE: THE UNDERGROUND UTIUTIES ARE SHOWN HEREON BY FIELD LOCATING SURFACE APPURTENANCES AND REFERRING TO RECORDS PROVIDED BY CLIENT. CONTRACTORS WILL VERIFY INFORMATION REGARDING THE LOCATION AND SIZES OF ALL UNDERGROUND UTILITIES BEFORE COMMENCING CONSTRUCTION. 0 10 20 SCALE IN FEET 04- / 2-2013 >E6 FOR CONS TRU TIO DATE ?J & Public Works ' APPROVAL /I-j 2T U/ EXPIRES: -in F a U W 0 G G � G f f F C�1 g N Y\1 \ I I W r8 0 �s J s =gam bE In Q o N �i of o E = O N m O w N 0 Lu � N m O m z 0 Wz U W 3°2 Z o O 0 N Q a M � o r3 z U Fm o 0 v 0 N W a so q z ,XJy F oaw V j m�x J) 3m3 Z ^03 >M3 U0 U oa N W a S 1 N O y N r8 0 �s J s =gam bE In Q o N �i of o E = O N m O Al2 -282 — #0 -0263 C -100 w a_ Q Lu � N O m Q a Z o_ w �z 0 0 Z o� M N � o r3 z U Fm o 0 v 0 N W a so q Al2 -282 — #0 -0263 C -100 J4/ qj J48 - -- - - =sS BEO I EN ,I CALL BEFORE YOU DIG THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING THE UNDERGROUND LOCATE LINE AT (800) 424 -5555 A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATION. SEC 24, TOWNSHIP 17 N, RANGE 1 E, W.M. O FE EROSION CONTROL LEGEND SILT FENCE INLET PROTECTION - EXISTING MAJOR CONTOUR 1 EXISTING MINOR CONTOUR DEMOLITION LEGEND DEMOLITION: 1 REMOVE STRIPING. 02 REMOVE CONCRETE CURB AND BACKFILL TO 957 COMPACTION. Q3 REMOVE CONCRETE. ® SALVAGE LIGHT POLE, DEMO EXISTING FOUNDATION, AND BACKFILL TO 95% COMPACTION. 5� REMOVE SANITARY SEWER PIPE AND BACKFILL TO 95% COMPACTION. © REMOVE AND SALVAGE MCDONALDS DRIVE -THRU SIGN. DEMO FOUNDATION AND BACKFILL TO 95% COMPACTION. 70 REMOVE AND SALVAGE DRIVE -THRU MAXIMUM HEIGHT POLE. DEMO FOUNDATION AND BACKFILL TO 95% COMPACTION. ® ADJUST IRRIGATION CONTROL VALVE LID TO PROPOSED GRADE. 9 REMOVE AND SALVAGE SPEAKER. DEMO FOUNDATION AND BACKFILL TO 95% COMPACTION. 10 REMOVE AND SALVAGE RAIN GUARD. DEMO FOUNDATION AND BACKFILL TO 95% COMPACTION. 11 REMOVE AND SALVAGE MENU SIGN. DEMO FOUNDATION AND BACKFILL TO 95% COMPACTION. 12 REMOVE BOLLARD, DEMO FOUNDATION, AND BACKFILL 95% COMPACTION. 13 REMOVE ASPHALT PAVEMENT. 14 PROTECT EXISTING STEP SEWER TANK, PUMPS, ELECTRICAL CONDUITS AND ACCESS RISERS. 15 SAWCUT 2 FEET INSIDE PROPOSED FACE OF CURB. 0 10 20 SCALE IN FEET 04 -12 -2013 JEO FOR CONSTRJI TIO DATE S7/ of Public Works APPROVAL EXPIRES "tf O F a U W O i 0 SAWCUT z 0 W t: t= F- w m z U_ 3 °8 1 dA°u : EXISTING ASPHALT AND BASE i dm� w w LI) "^ TO BE REMOVED 1111 z 'r Z F n � 0 w V LU(n m '- J N N O Z w °3 O 3 O >°3 M M M EXISTING CONCRETE Q- In W of n ` TO BE REMOVED i a w n 0 n DEMOLITION: 1 REMOVE STRIPING. 02 REMOVE CONCRETE CURB AND BACKFILL TO 957 COMPACTION. Q3 REMOVE CONCRETE. ® SALVAGE LIGHT POLE, DEMO EXISTING FOUNDATION, AND BACKFILL TO 95% COMPACTION. 5� REMOVE SANITARY SEWER PIPE AND BACKFILL TO 95% COMPACTION. © REMOVE AND SALVAGE MCDONALDS DRIVE -THRU SIGN. DEMO FOUNDATION AND BACKFILL TO 95% COMPACTION. 70 REMOVE AND SALVAGE DRIVE -THRU MAXIMUM HEIGHT POLE. DEMO FOUNDATION AND BACKFILL TO 95% COMPACTION. ® ADJUST IRRIGATION CONTROL VALVE LID TO PROPOSED GRADE. 9 REMOVE AND SALVAGE SPEAKER. DEMO FOUNDATION AND BACKFILL TO 95% COMPACTION. 10 REMOVE AND SALVAGE RAIN GUARD. DEMO FOUNDATION AND BACKFILL TO 95% COMPACTION. 11 REMOVE AND SALVAGE MENU SIGN. DEMO FOUNDATION AND BACKFILL TO 95% COMPACTION. 12 REMOVE BOLLARD, DEMO FOUNDATION, AND BACKFILL 95% COMPACTION. 13 REMOVE ASPHALT PAVEMENT. 14 PROTECT EXISTING STEP SEWER TANK, PUMPS, ELECTRICAL CONDUITS AND ACCESS RISERS. 15 SAWCUT 2 FEET INSIDE PROPOSED FACE OF CURB. 0 10 20 SCALE IN FEET 04 -12 -2013 JEO FOR CONSTRJI TIO DATE S7/ of Public Works APPROVAL EXPIRES "tf O F a U W O i 8 9S$ 4E S s J SiB a $g C eb�d��b �a M = ON SN 0 W Ell 0 m z 0 W J z U^ w m z U_ 3 °8 1 dA°u i dm� w w LI) 0m w 1111 z 'r Z F n � 0 w V LU(n m '- J N N O Z w °3 O 3 O >°3 O U� U W Q- In W of U/ ` a i a t N � 1 < N 8 9S$ 4E S s J SiB a $g C eb�d��b �a M = ON SN 0 W Ell Al2 -282 - #46 -0263 C -200 �z zQ J LIJ in 1 LU L $ — $ LU(n Q '- J < O O' z O 3 O Q O 0 W Q- In W of ` ° 3 OZ cDN L,JO < z� rz OJ �Q Q J in D' O rn s O tr. N O a d z :2 z ACV U O F-- Y Al2 -282 - #46 -0263 C -200 EROSION CONTROL NOTES: 1. SILT FENCE: FILTER FABRIC SHALL BE PURCHASED IN A CONTINUOUS ROLL CUT TO THE LENGTH F THE N 0 BARRIER TO AVOID USE OF JOINTS. WHEN JOINTS ARE NECESSARY, FILTER CLOTH SH LL BE m' SPLICED TOGETHER ONLY AT A SUPPORT POST, WITH A MINIMUM 6 -INCH OVERLAP, D SECURELY FASTENED AT BOTH ENDS TO POST. 2. POSTS SHALL BE SPACED A MAXIMUM OF 6 FEET APART AND DRIVEN SECURELY INT THE z z 0 GROUND (MINIMUM OF 30 INCHES). W 3. A TRENCH SHALL BE EXCAVATED APPROXIMATELY 8 INCHES WIDE AND 12 INCHES DE P ALONG U THE LINE OF POSTS AND UPSLOPE FROM THE BARRIER. 4. WHEN STANDARD STRENGTH FILTER FABRIC IS USED, A WIRE MESH SUPPORT FENCE SHALL BE aryo FASTENED SECURELY TO THE UPSLOPE SIDE OF THE POSTS USING HEAVY -DUTY WIRE STAPLES i AT LEAST 1 INCH LONG, TIE WIRES OR HOG RINGS. THE WIRE SHALL EXTEND INTO TH TRENCH A MINIMUM OF 4 INCHES AND SHALL NOT EXTEND MORE THAN 36 INCHES ABOVE TH ORIGINAL Z GROUND SURFACE. (f) 5. HE STANDARD STRENGTH FILTER FABRIC SHALL BE STAPLED OR WIRED TO THE FENCE, AND 20 o INCHES OF THE FABRIC SHALL BE EXTENDED INTO THE TRENCH. THE FABRIC SHALL I OT EXTEND <1= MORE THAN 36 INCHES ABOVE THE ORIGINAL GROUND SURFACE. FILTER FABRIC SHALL NOT BE STAPLED TO EXISTING TREES. J 6. WHEN EXTRA - STRENGTH FILTER FABRIC AND CLOSER POST SPACING IS USED, THE WRE MESH N SUPPORT FENCE MAY BE ELIMINATED. IN SUCH A CASE, THE FILTER FABRIC IS STAN ED OR 7 WIRED DIRECTLY TO THE POSTS WITH ALL OTHER PROVISIONS OF ABOVE NOTES APP LANG. 7. FILTER FABRIC FENCES SHALL NOT BE REMOVED BEFORE THE UPSLOPE AREA HAS 81 EN >m3 PERMANENTLY STABILIZED. U 8. FILTER FABRIC FENCES SHALL BE INSPECTED IMMEDIATELY AFTER EACH RAINFALL AN AT LEAST DAILY DURING PROLONGED RAINFALL ANY REQUIRED REPAIRS SHALL BE MADE IMMECIATOLY. �0) �F WASyJ TRIANGULAR SEDIMENT FILTER DIKES: 1. IF THE SLOPE EXCEEDS 10 PERCENT, THE LENGTH OF THE SLOPE ABOVE THE DIKE SHALL BE LESS THAN 50 FEET. 3 2. ALL DIKES SHALL BE PLACED ON THE CONTOUR AND SHALL BE PLACED IN A ROW WITH THE "i ENDS TIGHTLY ABUTTING THE ADJACENT DIKE. FILTER MATERIAL SHALL LAP OVER ENS 6 INCHES TO COVER DIKE TO DIKE JUNCTION; EACH JUNCTION SHALL BE SECURED BY HOAT Z RINGS. O 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, MUWN BURST STRENGTH EXCEEDING 50 PSI, ULTRAVIOLET STABILITY EXCEEDING 70 PERCENT, AND EQUIVALENT OPENING SIZE EX EEDING 40. THE FABRIC COVER AND SKIRT SHALL BE A CONTINUOUS WRAPPING OF THE FABRIC; THE SKIRT SHALL BE A CONTINUOUS EXTENSION OF THE UPSTREAM FACE. INLET PROTECTION: 1. PLACE CONCRETE BLOCKS LENGTHWISE ON THEIR SIDES IN A SINGLE ROW AROUND E RFGXSTTEPF' � ()~�� PERIMETER OF THE INLET, SO THAT THE OPEN ENDS FACE OUTWARD, NOT UPWARD. THE ENDS C L0 OF ADJACENT BLOCKS SHALL ABUT. THE HEIGHT OF THE BARRIER CAN BE VARIED, DEPENDING Q ON DESIGN NEEDS, BY STACKING COMBINATIONS OF BLOCKS THAT ARE 4 INCHES, MID 12 INCHES WIDE. THE ROW OF BLOCKS SHALL BE AT LEAST 12 INCHES BUT NO GREATER THAN 24 F Cn aOp 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 U GRAVEL Z 4. PLACE WIRE MESH OVER THE DROP INLET SO THAT THE WIRE EXTENDS A MINIMUM OF 1 FT BEYOND EACH SIDE OF THE INLET STRUCTURE. USE HARDWARE CLOTH OR COMPARABLE WIRE MESH WITH 1/2 -INCH OPENINGS. IF MORE THAN ONE STRIP OF MESH IS NECESSARY OVERLAP THE STRIPS. PLACE FILTER FABRIC OVER WIRE MESH. AP O�BFOR CONSTRN TION 5. PLACE 3/4 -INCH GRAVEL OVER THE WIRE MESH. THE DEPTH OF STONE SHALL BE IT LEAST 12 INCHES OVER THE ENTIRE INLET OPENING. EXTEND THE STONE BEYOND THE INLET 0 ENING AT LEAST 18 INCHES ON ALL SIDES. 6. IF THE STONE FILTER BECOMES CLOGGED WITH SEDIMENT, THE STONES MUST BE PUI LED 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 F 36 TO 48 INCHES WIDE SHALL WEIGH AN AVERAGE OF 1.2 LBS/LINEAR YARD. IT MUST BE SO PPUED 1 THAT IT IS IN COMPLETE CONTACT WITH THE SOIL. 3. NETTING SHALL BE SECURELY ANCHORED TO THE SOIL WITH NO. 11 GAUGE WIRE ST PLES AT LEAST 6 INCHES LONG. TEMPORARY DIKES AND SWAL FS: EXPIRES: % Z .-v/ 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 ME SURES AS NECESSARY. 4. SEDIMENT LADEN RUNOFF MUST BE RELEASED THROUGH A SEDIMENT TRAPPING FAC LITY 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 Tr E UPSTREAM DAM IS AT THE SAME ELEVATION AS THE TOP OF THE DOWNSTREAM DAM. 2. ROCK CHECK DAMS SHALL BE CONSTRUCTED OF 2 -TO 4 -INCH DIAMETER ROCK. TH ROCK MUST BE PLACED BY HAND OR MECHANICAL PLACEMENT (NO DUMPING OF ROCK T FORM DAM) TO ACHIEVE COMPLETE COVERAGE OF THE DITCH OR SWALE AND TO INSURE THAT E CENTER OF THE DAM IS LOWER THAN THE EDGES. CALL BEFORE YOU DIG THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING THE UNDERGROUND LOCATE LINE AT (800) 424 -5555 A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATION. SEC 24, TOWNSHIP 17 N, RANGE 1 E, W.M. EROSION CONTROL NOTES - cont'd: 3. LOG CHECK DAMS SHALL BE CONSTRUCTED OF 4- TO 6 -INCH DIAMETER LOGS. THE LOGS SHALL BE EMBEDDED INTO THE SOIL AT LEAST 18 INCHES. 4. IN THE CASE- OF GRASS -LINED DITCHES AND SWALES, CHECK DAMS SHALL BE REMOVED WHEN THE GRASS HAS MATURED SUFFICIENTLY TO PROTECT THE DITCH OR SWALE. THE AREA BENEATH THE CHECK DAMS SHALL BE SEEDED AND MULCHED IMMEDIATELY AFTER DAM REMOVAL 5. CHECK DAMS SHALL BE CHECKED FOR SEDIMENT ACCUMULATION AFTER EACH SIGNIFICANT RAINFALL. SEDIMENT SHALL BE REMOVED WHEN IT REACHES ONE HALF OF THE ORIGINAL DAM HEIGHT OR BEFORE. CONSTRUCTION ENTRANCES: 1. MATERIAL SE {ALL 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 TWTH CRUSHED ROCK AND WASH WATER SHALL DRAIN TO A SEDIMENT RETENTION FACILITY OR THROUGH SILT FENCE. GENEML EROSION CONTROL NOTES: 1. CONTRACTOR TO FOLLOW EROSION CONTROL PRACTICES OUTLINED IN THE STORMWATER DRAINAGE MANUAL FOR CITY OF YEW 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 OONTROL 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 OONTROL MEASURES SHALL BE IN PLACE PRIOR TO THE BEGINNING OF CONSTRUCTION. THE PROJECT ENGINEER AND THE REVIEWING AGENCY SHALL INSPECT AND APPROVE THE INSTALLATION OF EROSION CONTROL MEASURES PRIOR TO BEGINNING CONSTRUCTION. A. INSTALL INLET SEDIMENTATION AS SPECIFIED AT ALL CATCH BASIN LOCATIONS IMMEDIATELY UPON ARRIVAL AT PROJECT /CONSTRUCTION SITE. B. STABILIZED CONSTRUCTION ENTRANCE CONFORM TO DETAIL BMP C105 /EC -02 STABILIZED ENTRANCE. STABILIZED CONSTRUCTION ENTRANCE TO BE INSTALLED AT ALL INGRESS/EGRESS POINTS TO CONSTRUCTION SITIE, 4. ALL EROSIION /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 TINE WET SEASON (OCTOBER 1 THROUGH APRIL 30 INCLUSIVE), ALL DISTURBED SOILS SHALL BE STABIUZED WITHIN 48 HOURS AFTER STOP OF WORK. EROSION CONTROL MEASURES SHALL INCLUDE, BUT ARE NOT LIMITED T0, COVERING THE AFFECTED AREA INCLUDING SPOIL PILES WITH PLASTIC SHEETING, STRAW MATTING, JUTE MATTING, STRAW MULCH, OR WOOD CHIPS. SEEDING OF THE DISTURBED AREAS SHALL TAKE PLACE AS WEATHER PERMITS. 8. THE CITY OF YELM AND THE ENGINEER WILL OBSERVE THE SITE ON A REGULAR BASIS. ADDITIONAL MEASURES MAY BE REQUIRED TO CORRECT/PREVENT EROSION /SILTATION PROBLEMS. 9. CLEARING AND GRADING LIMITS SHALL BE STAKED IN THE FIELD BEFORE EXCAVATION. 10. ALL STORM DRAINAGE INLETS RECEIVING RUNOFF FROM THE PROJECT DURING CONSTRUCTION SHALL BE PROTECTED SO THAT SEDIMENT -LADEN WATER WILL BE FILTERED BEFORE ENTERING THE CONVEYANCE SYSTEM. 11. ALL OFF -SITE CATCH BASINS IMMEDIATELY ADJACENT TO THE PROPOSED SITE SHALL BE PROTECTED FROM SILTATION, 12. THE CONSTRUCTION OF TRENCHES (E.G., PIPES, UNDERGROUND UTILITY LINES AND STRUCTURES) SHALL BE SUBJECT TO THE FOLLOWING CRITERIA AND NOTES ON THE PLANS OR SPECIFICATIONS SHALL REQUIRE THAT: A. NO MORE THAN 500 FEET OF TRENCH ON A DOWNSLOPE OF MORE THAN FIVE PERCENT SHALL BE OPENED AT ONE TIME. B. (EXCAVATED MATERIAL SHALL BE PLACED ON THE UPHILL SIDE OF TRENCHES. 13. TRENCH DEWATERING DEVICES SHALL BE DISCHARGED IN A MANNER THAT WILL NOT ADVERSELY AFFECT STREAMS, DRAINAGE 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 PUBUC 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 WITH EROSION CONTROL SEED MIX. INCLUDING BUT NOT LIMITED TO ROADWAY EMBANKMENTS, SHOULDERS, UTILITY EASEMENTS STAGING AREAS, CONSTRUCTED WETLANDS AND CUT/FILL SLOPES. 16. ALL SEEDED OR SODDED AREAS SHALL BE CHECKED REGULARLY TO ENSURE VEGETATIVE COVERAGE IS COMPLETE. AREAS %ALL BE REPAIRED, RESEEDED, AND FERTILIZED AS REWIRED. 17. TO MAINTIAIN 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. I I GRATE FRAME OVERFLOW BYPASS SEDIMENT AND DEBRIS FILTERED WATER CROSS SECTION ' NOT TO SCALE VIEW NOT TO SCALE DATE I av2007 STORM DRAIN INLET PROTECTION w/ CB FILTERS DATE', OM007 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 WARE 2 "x2 "x14 GO WARE FABRIC OR EQUIVALENT, IF STANDARD STRENGTH FABRIC USED � II, T T \ \BURY BOTTOM OF FILTER yI MATERIAL IN 4 "X4" MIN I TRENCH 6' -0° MAX POST SPACING MAY BE INCREASED TO 8' IF WIRE BACKING IS USED z � z a _I 4 "x4° MIN TRENCH, PROVIDE 3/4° TO 1 -1/2" WASHED r ROCK OR NATIVE BACKF 2 "X2" WOOD POSTS, STEEL FENCE POSTS, OR EQUIVALENT SILT FENCE Flico G R m rc z r'n r � � p $g E hi ♦ 1�Lv Sz °$s0 1a o�g Q $aa cI 8 ac,5i $ :� °ek y 5.59 a! s ag a € °o$c1 8 C 092- DIS IS y C ° :9 lime UslIt N 0 moo m' w J LL R z z 0 W U w Z U_ aryo O Q i m ILL Z J (f) O !^ w 1111' J o =LLa <1= �u ova„ J [L N 3M3 7 0 O >m3 U V pd �0) �F WASyJ a 0 C 4 3 "i S Z N $g E hi ♦ 1�Lv Sz °$s0 1a o�g Q $aa cI 8 ac,5i $ :� °ek y 5.59 a! s ag a € °o$c1 8 C 092- DIS IS y C ° :9 lime UslIt 8 moo m' 0 J LL R <4 W LLJ w Q O Z O Q [L w O �0) �F WASyJ O cjs, ti h Z O Q> 0 OFS Lv A i5 RFGXSTTEPF' � ()~�� ry� ,.. C L0 $ O Q SIONAL EN F Cn aOp n °go 04 -12 -2013 ,z ON U of Z , AP O�BFOR CONSTRN TION Al2 -282 - /46 -0263 er. oATe. rof Public Works 1 � ri C-20 1 APPROVAL EXPIRES: % Z .-v/ mp x STA: 10 +40.01 OFF: 144.11' LT SEC24, TOWNSHIP 17 N, RANGE 1 E, W.M. PROPERTY LINE LEGEN\\j� \ \ \ \\ CROSSWALK PROPOSED BUILDING CONCRETE /SIDEWALK a ASPHALT PAVING ® HANDICAP PARKING ® DUAL SLOPE BLOCK MOUNTABLE CURB 1 (PER WSDOT STANDARD PLAN F- 10.64 -02) -` ,. -34 _ _ _.e...now.w _ .. �•.. _ _ '4"A� _ PPS _ rr _ .Ai��._'.'a _ _ a ST : 10 +60.39 T = - - - Tol - - I�l r 0 :165.23' LTA° , q STA: 10+39.89 I . OFF: 185.11' LT I - ° I ° ( ° 11.06' &92' N, 594797.62 E: 1112946.99 BEGIN CURB. INSTALL 1 HIGH YELLOW REFLECTIVE TUBULAR MARKER. (INSTALL WITH" EPDXY PER WSDOT SPECS) STA: 10 +72.40 a a ° ' I ' ! i,12' WIDE PRECAST L\ OFF: 77.92' LT CONCRETE DUAL STA: 10+84.40 - c ° "• FACED MOUNTABLE ° ° STA: 11 +83.64 -'' `t r 1 ( CURB YELLOW. OFF: 77.93' LT a�9• °�,Efl , ^� STA: 11 +95:63 OFF: 56.60' LT r I FF ° OFF: 5 ;5J' LT W. i I STA: 10-7 4.53 � •; ,' ��.� p�. � � OFF: 61. 5' LT F STA: 12 +32.T 78 I I •, ria .- ° ° ° ° p ° a OFF 6326 L f STA: 10 +49.7 ° �,p'>'l' ° _ a° ° !% - (� N: 594736.84 -� is OFF: 51.69' 'a ° °° � , •'�' a ° ° ° t �= E 1113020.94 L T STA: °11 +04.20 a a L`f OFF: 57.44'aLT ° ° a -- `- - - � G I END CURB. STA: 10 +77.58 a INSTALL 3' HIGH OFF: 55.62' LT YELLOW REFLECTIVE 'TUBULAR MARKER,. STA: 101,55.58 50 °. o °° a ° Fj9. ° a' (INSTAL WTH I OFF: 4 ,: PER WSDOT SPECS) 03' LT STA: 11 +29.93 - -. .. v, . _ -.. _ - -. i I V CS) OFF:. 57.69' LT 35 STA 11 +03.78 "`.STA: 11 +33.70 - -- - DRIVE OFF. 44.95' LT OFF: 44.66' LT � STA: 11 +83.68 STA; 10 +82.26 OFF: 45.21' LT OFF; 36.39' LT TA: 10+59.7 ST STA; 10 +80.26 - OFF: 32.71' LT OFF >. 36.42' LT -. _ _ -7-7,77 STA: 10 +57.72 _ - - _ - - -- -- OFF: 32.47' LT _ ;.,0• - ' w v a j r SOLBERG STREET SE . 11+00 CALL BEFORE YOU DIG THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING THE UNDERGROUND LOCATE LINE AT (800) 424 -5555 A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATION. 12 +00 - 0 10 - _ SCALE IN FEET Em G k A 1 k R R Mz rc g g I o r� a ss� a�ovo'��s ..I o$ =��g�e N 8 €a €� $:so ;g8 Ell8 ca �� 8 N G 9 YY OSLS� 00 ll o i G 15. v 20 °s -�, TrF �. SXONAL - - 04- / 2 -20 13 APP OVyf FOR CONSTROrFTIO BY DATE: I� Dire orof Public Works APPROVAL / EXPIRES. -)DADO/ U IN H- W J a- _J1 0 CL of m O z F- W U w z U_ aryo Q > �6 Of ILI O a c�Lf) Z p M N o< CV X > } 0_ 0 Z U F a J z �< o m n i 7f °aw N W I o r� a ss� a�ovo'��s ..I o$ =��g�e N 8 €a €� $:so ;g8 Ell8 ca �� 8 N G 9 YY OSLS� 00 ll o i G 15. v 20 °s -�, TrF �. SXONAL - - 04- / 2 -20 13 APP OVyf FOR CONSTROrFTIO BY DATE: I� Dire orof Public Works APPROVAL / EXPIRES. -)DADO/ U IN H- W J a- _J1 0 CL of m O z F- W U w z U_ aryo Q > �6 Of ILI O a c�Lf) Z p M N o< CV X > } 0_ 0 Z U F a J z �< o m n i 7f °aw N m N V=j 3�3 0 ? °3 U� o� � a o a U N O 4 ry I o r� a ss� a�ovo'��s ..I o$ =��g�e N 8 €a €� $:so ;g8 Ell8 ca �� 8 N G 9 YY OSLS� 00 ll o i G 15. v 20 °s -�, TrF �. SXONAL - - 04- / 2 -20 13 APP OVyf FOR CONSTROrFTIO BY DATE: I� Dire orof Public Works APPROVAL / EXPIRES. -)DADO/ U IN Al2 -282 - #46 -0263 C -300 H- W J a- _J1 0 CL of O Q 0a Of ZO O 3 c�Lf) Z p M N o< CV X > } 0_ 0 Z U F a J Q Z 0 0 2 m o m n i 7f Al2 -282 - #46 -0263 C -300 SEC 24, TOWNSHIP 17 N, RANGE 1 E, W.M. ���� � - -- - - LEGEND . ' - - -- - _ - -- - ;cY - - -- __ EXISTING MAJOR CONTOUR rot- Tol iJ ?a') r �Qf tct 7 4 77 - - �231 �.�e�- _ TDB _-- .__. -. - _ _ -- , _ _ --- -- EXISTING MINOR CONTOUR b' <"`)q '�_�- �+4�_� R 1q1� �-yq v f PROPOSED MAJOR CONTOUR III - NX PROPOSED MINOR CONTOUR � - - - - - - - - - - GRADE BREAK ° ! aAX SPOT ELEVATION X9 SLOPE LABEL ATCH ( I EG EXISTING GRADE o FG FINISHED GRADE TC TOP OF CURB I FS DRAINAGE NOTE: CONNECT NEW FOOTING AND ROOF DRAINS TO EXISTING SYSTEM. t Ih i END 2 ( - DRAINAGE KEY NOTES: 349.67 ' BEGIN 1 - FG 91 j I I' -q ') In 1� INSTALL EXTRUDED CURB PER DETAIL ON SHEET C -401. FG o 1 BEGIN 'rek : (( 349.32 ° e o I. 6" THICKENED EDGE SIDEW , ni _ /f . Uj 2❑ INSTALL CEMENT CONCRETE BARRIER CURB PER CITY OF YELM �i STANDARD DRAWING NO 4 -13 ON SHEET C -401. ° 350.0: 350.49 F 350.48 F 350;47 p G F33 ° 350.57 7 350.46 vAi 350.42 F f r G E& �. ° FG 350.96 TC ( 1350.99 TC 350.98 TC 350 47 F 350 97 T 350.52 TC 350.04 F I I 90 l f W TC o. 0 3 N 349. 50.2 350 5 349.6 ° � ( FG FG Z a� FG o _349.7 ° 00 °° v0 ° e FG �`_.� `o o - W 349.485- s 351.02 ° G -�.' O $S' - yc^y _ p O (] 0000000 p �� f \ C I FG o FG a _ _ . SS _ _ -_ Sa..__ _�_____SS -___ -S __ <_S _____.gS- - S`.;- e ° ° o e o 8 o e ° i� �J ° e 350.57 F 7.3% N -8.0% 1 77 A _8:0 s4.4% ° E. Q 0 0 I BEGIN , -, 4 %. e " I_ ° _ - -- . DRAINAGE SUMMARY: e ° e / .349.89 350.1 5 TOTAL ARE ,sz� - x A: 37,500 SQUARE FEET 0.861 ACRES ;Vp % 350.01 FG FG 351.54 ( ) • EG FG rn e �- -- ./�/�,>�/�,%/ -s�,�C ,, �i._ / i 351 02 350.10 F I FG 50.F( EG 3 349.17 ° e - - - -.. Y ° 0 7 - 1.5% MAX 350.28....• EXIEXNBUILDING:ONS: 2,587 F (0.059 ACRES) FG o. ° - ° °. I (0 1 ALL DIRECTIONS . 'FG 1 350.281) ( I ( ( EX. CONCRETE SIDEWALKS: 867 3F (0.0204 ACRES) ACRES) 349.69 ° s ^� FG I .a (i TOTAL EX. IMPERVIOUS: 24,678 SF (0.567 ACRES) I FG B ; ° O`� s FINISHED FLOOR �/ r >~ TOTAL EX. PERVIOUS: 12,822 SF (0.294 ACRES) ELEV= 351.02' :. / o I v? 349.1 � .`349.8 I FG FG DEVELOPED CONDITIONS: EX. BUILDING: 2,587 SF (0.059 ACRES) BUILDING ADDITION: 762 F (0.017 ACRES) Y1 350.5 :�-} ��` 35b.3 �f ( 1.5% MAX �j351.02 r " xI DEMO -D LANDSCAPE / NEW IMPERVIOUS: 1,271 SF (0.029 ACRES) L'. `. a ALL DIRECTIONS 350.5 350.00 _1> e ` FG ° `f o 1 END - ." 1 ' CONCRETE SIDEWALK�AIN: 19,187 (0.020 CR) ACRES) k TC FG 4 � 0- --P - - - -- - -. - I �� Ij" �� TOTAL DEV. IMPERVIOUS: 24,674 SF (0.566 ACRES) I . w 349.0 �oa %. 0 350.14 ° -. FG ° FG e ° -- x EX. LANDSCAPE TO BE REPLACED: 498 SF 0.011 ACRES 349.31 T °p .?k pe ° 1 END DEMO 'D IMPERVIOUS NEW LANDSCAPE: 1,275 SF (0.029 ACRES FG ° e e °' .� o °. 350.6 e ° e e I e ° 350.78) - _X. LANDSCAPE TO REMAIN, 11.053 SF (0.254 ACRES) EG, ° e - a EG - - z,, TOTAL DEV. PERVIOUS: 12,826 F (0.294 ACRES) BEGIN ,X 4 ° FG 19 °e 350.5 e ° �° e ° e ADDITIONAL DETENTION AND WATER QUALITY IS NOT REQUIRED. THE �I- c EG e ° ° 350.81 i t_; PROPOSED IMPROVEMENTS DECREASE THE AMOUNT OF IMPERVIOUS ° e - - - EG ° _ 1 SURFACING BY 4 SQUARE FEET, HENCE ADDITIONAL DETENTION IS NOT T-t 49.50 - _ _ -_ _ - - _' - ' " REQUIRED. 10 j F SURFACING HAS BEEN U DECREASE BY 766 SQUARE NFEET, HENCE ADDITIONAL WATER QUALITY IS NOT REQUIRED. 49.18 1 END END 1 -21% �'t, -,dj l ( F - - - -- X43_ # 349.19 "rr ( ._ ' Jr.- EG .tJ 1 -- 348.6 1� 2 B GIN - N&S ` ' i f I i I x 1 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 � m Fz F a U W 0 k K � G t t: k - gg N N V M s O I I W a 1! 1%1 3 - co $8 �° r Leo N o8 G s M N M N W m� VN J O 0- Z O WZ � d U W Z 0 aryo Q 'SFDwas RVI d 6- J M J ' w ��3 J U) pmw LLa z ;erg c�, F1- oaw m J ul N Vl $ 0 Z Of >m3 U U oa u1 � p; o Q z � V s i N O s y� R assse a = Fcrsreae ,ZONAL a 1! 1%1 3 - co $8 �° r Leo N o8 G s SOLBERG STREET SE 0 10 zo F- 0 w SCALE IN FEET J Q O FIATI IRA. WASHINGTON STATE PLANE COORDINATES, SOUTH ZONE, HAD 1983/91, BASED ON TIES TO THURSTON COUNTY CONTROL MONUMENTS TAR #837 AND TAR/362 NAVO 1988 BASED ON TIES TO THURSTON COUNTY CONTROL POINTS TAR/837 AND TAR1362. TIN PK NAIL SET 1' NORTHERLY OF STRIPE END IN SOUTHWEST END OF PARKING LOT. M2C POINT i 101, ELEVATION 349.22 APPROVAL EXPIRES: M y M �N m� VN J O 0- � d Q SOLBERG STREET SE 0 10 zo F- 0 w SCALE IN FEET J Q O FIATI IRA. WASHINGTON STATE PLANE COORDINATES, SOUTH ZONE, HAD 1983/91, BASED ON TIES TO THURSTON COUNTY CONTROL MONUMENTS TAR #837 AND TAR/362 NAVO 1988 BASED ON TIES TO THURSTON COUNTY CONTROL POINTS TAR/837 AND TAR1362. TIN PK NAIL SET 1' NORTHERLY OF STRIPE END IN SOUTHWEST END OF PARKING LOT. M2C POINT i 101, ELEVATION 349.22 APPROVAL EXPIRES: O 0- � d Q 'SFDwas RVI Z 0 3 O c�, CAN $ Z Of Z p; Q s y� R assse a = Fcrsreae ,ZONAL z:) m d Z �Vti E tV O Z a Q n 04-12-2013 U go N D FOR CONSTR TI N _DATE; 2L.zr Al2 -282 - /46 -0263 Public Works O C-400 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 2" CSTC Le PORTLAND CEMENT CONCRETE (3,000 PSI) i 1=115- iii -I i -i I i-i Owl 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. w X13 BAR 2" 2" R.- z 3" (TYP.) 2-:1:1/4- 12" WHIIL JTM 4' TRAFFIC WHITE STRIPING (TYP.) SEE SHEET HI FOR STRIPING DIMENSIONS ACCESSIBLE PARKING SYMBOI LOCATE AT EDGE OF PARKING SPACE NOTES: I. SEE SITE PLAN FOR COMPLETE LAYOUT. 2. THESE DETAILS ARE FOR REFERENCE AND DIMENSION CONTROL ONLY. 3. ALL DIMENSIONS ARE TO CENTER OF STRIPE UNLESS OTHERWISE INDICATED. STRIPING AND SYMBOL (PAINT) NTS SEC 24, TOWNSHIP 17 N, RANGE 1 E, W.M. 10" 2" 5" 2° R1' R1" i I TO ASPHALT PER WSDOT PLAN F- 10.42 -00. EXTRUDED CURB DETAIL 1/2" CLR. I I 11 1/2" CLR. e ;H d 2' -VMIN. C - M wv 1/2" CLR. 1' - 11" 2' - 6i MIN. /3 BAR (TYP.) 5' - 0` MAX. 2" R. � 2" R. 2" R. z 3" (TYP) - — — — 2 "31/4 "I'" I I c 12" PRECAST CONCRETE DUAL FACED SILICIFIED MOUNTABLE CURE3 NTS 15 5" t-- 5: -'-- — CROP AROUND EACH PANEL - SACCO FINISH EXPANSON V / JOINT SCOHE MARK E %PANSION 1 —T P1,pNTER STRIP oo, I � X T� 7s / CURB & Ajux - SIDFWALK OF E PoP 1 i' MIN �R YVP\ 4" MIN. NOTES: I. EXPANSION JOINT MATERIAL TO BE 3/8" THICK PREMOLDED JOINT FILLER FULL THICKNESS OF CONCRETE. 2, FORM AND SUBGHADE INSPECIION REQUIRED BEFORE POURING CONCRETE. b. SCORE MARKS SHALL BE }1/8" WIDE BY }1/4" DEEP. FOR SIDEWALKS OVER 8' IN WIDTH, A LONGITUDINAL SCORE MARK SHALL BE MADE ALONG CENTER OF WALK, 4. EXPANSION JOFFV SHALL BE INSTALLED IN CURB AND GUTTER AND IN SIDEWALK AI PC ADS PT AT ALL CURB RETURNS. EXPANSION JOINTS $FIALL BE PLACED IN SIDEWA,K AT SAME LCCATIONS 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 'NORKS _ CEMENT CONCRETE SIDEWADE, APPROVED FAA NO. q PUBLIC WORKS D PECTOR DATE `Y DES. DWN. CNBC DATE s -c s -c s -c 10/3/94 \ / r � MIN. RE - \' YP: 'TYP�I \ ; IN� / 0000, TYPE I N. r M N. REOG TIP IYP TYPE III TYPE IV T Y P I C A L C U R B R A M I' S BOTTOM OF RAMP MAY NOTE, SEE SIDEWALK SPACING, HAVE MAX. 1/2" LIP EXPANSION JDINTS & SCORE AT 45'. MARK D- "AIL FOR ADDITIONAL AB� NOTLS 12 1 V FLEW LINE SEE OF GUTTER s' A T �^�- MIN. rcFOD FLAIL �vA� �" 4� 27y FX 17 LIP DETAIL REEMP SECTION NOTES: 1 RAMP TEXFIRING I L BE DGIJE WITH Ak EXPANDED METAL GRATE PLAFU AND REMOVE[) FROM WILL CON, TO LEAVE A DIAMOND PATTERN, THE LONG AXIS OF CITY OF YELM THE DIAM CJD FAKERS SHALL. BE PERPENDICULAR DEPT. OF PUF3LIC WORKS TO THE FIRE. GROOVES SPALL BE 11e DFFP AND —. 1/4" WIDE. 2, CURB RAMPS SdALL BE POURED P A SEPARATE TYPICAL UNIT FROM THE SIDEWAIJC AND FPSM THE CURB AND p OJTTEP ISCLATD BY EXPANSION HINT MATERIAL Y,U�� RAMPS ON ALL SIDES EXCEPT AT EISD OF RAMP NFXL TO ROADWAY. APPROVED SWG. NC. 3. INLETS SHALL BE LOCATED SC THAT RUNOFF DOES NOT FLOW PAST THE CURB RAMP, NO INLETS ARE PUBIJC WORKS DIRECTOR DATE 4— 2 TO BE FL I SO THAT PEDESIHIANS WALK OVER OR D S. pWN. CKD. DATE AROUND THEM. JEG 5-C S -c - 1013 ,139 s 1/i �1 R ]F- A / a I �� 4 a4 m 5 1 4 o � ' a 7 /z' -- CEMENT CONCRETE BARRI ft GURU IIIIII B /?" 5 112 \ 1 -R 7\1j2 "R /a \ \ a / \u F- 4 y4 T;0� -R. \ A' Ed NT COJ�CRCTE BARRI'CURB AND GUTTER V IH NOLC• /T•K , � � oP A V�. / '00 EMFN' T CONCRE ITE RouFr; cL,RB e,N[+ ,�I- �r E NOTES: I. EXPANSION JDINT MATERIAL TO BE 3/8 JHAK PREMOLDED JOINT FILLER FULL THICKNESS XF CONCRETE. 2. FORM AND SUBCRADE INSPECTION REQUIRED BEFORE POURING CONCRETE. 3. EXPANSION JOINTS TO BE PLACED ON IE' CENTERS yln r! CITY OP YELM DEPT. OF PUBLIC WORKS CEMEN ' CONCI,ETE CLIRUS APPROVED OWG. NU. PUBLIC WORKS DEC -DAL DATE 4 DC DNHN lKD- DAL APPROVAL EXPIRES: 0 T Em F (- m � aam rc rc � � � g W a a a a U w p Q 0 o� gya ,B hu �U V/ $iia cc g ;181 oQQ.61t3 k£Eo .0 O yL W� p N 0 A 00 m Z O WZ Um z w 3 °2 j ary0 Q a�� 0 W m I�� J In 0 Ea W Q GO 3 p OC N N M O Z N 0 >°3 U�0 U �a Y/ : a 0 4 U SFo 0 S Z � o� gya ,B hu �U V/ $iia cc g ;181 oQQ.61t3 k£Eo .0 O yL W� p N V) W Q W W Q 3 p OC O O :2 Q CL 3 �t 1 : SFo Z W n T O _ :5 w d % SEC 24, TOWNSHIP 17 N, RANGE 1 E, W.M. ° p ° r I ° p 1 I � i i i i.� 0 /I?Wl /iNr /1 Q 3A810 ?1/z A A i 5 EX IE: 346.02 °p Q pA A p Y s ss- s ss ss ss o � c� ii °A ° 6 /,,j �I it W' EwsnNC ° I GREASE INTERCEPTOR I ' r % FF ELEV= 351.02' p I IE: 345.27 29 LF 6' PVC SDR 21 . SANITARY SEWER 0 2.0% . �.. - ° D e ° s ° IE: 344.69 JE 0 -. STFPTANK Ngj © - - IF THE REMOVAL OF THE EXISTING PIPE AND INSTALLATION OF NEW STEP TANK PIPE AND ' r I D D/ /� N: 594555.59 PUMP EQUIPMENT CANNOT BE INSTALLED /1 �/ E: 1112890.32 µ1h{IN 24 HOURS, THE CONTRACTOR SHALL WATER NOTE: t- ,> T�Q/ / r INSTALL A TEMPORARY BY -PASS SYSTEM. A HOSE SPIGOT IS REQUIRED VATHIN 50' OF 4lJ 4 BONN STEP TANKS. E THE CONTRACTOR PIG CANNOT FIELD LOCATE AN EXISTING SPIGOT, fI INSTALL A NEW HOSE SPIGOT AND CONNECT — TO EXISTING POTABLE WATER SERVICE. V i - -i' 4 LF 1' SANITARY �, =G 519 v: '500f1' - -. - SEWER SERVICE LINE IV r .' O + ✓ p tiY 1 g I , p. V Fs SOLBERG STREET SE I x CALL BEFORE YOU DIG THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL EXISTING UTILITIES, THE CONTRACTOR SHALL VERIFY ALL UTIUTY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING THE UNDERGROUND LOCATE LINE AT (800) 424 -5555 A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATION. LEGEND SS— SANITARY SEWER LINE --- - - - -ss - --- s,s - -- EXISTING SANITARY SEWER LINE KEY NOTES: 1D EXISTING STEP TANK TO REMAIN. PUMP EXISTING TANK. REMOVE EXISTING BAFFLE. REMOVE PUMP PACKAGE FROM EXISTING STEP TANK. LEAK TEST EXISTING TANK AFTER MODIFICATIONS ARE COMPLETED. CONTRACTOR TO EXTEND EXISTING PUMP CONTROL CONDUITS /CIRCUITS TO NEW STEP TANK PUMPS. INSTALL NEW DUPLEX PUMP PACKAGE IN NEW STEP TANK. INSTALL NEW STEP TANK. SEE DETAILS ON SHEET C -501. ® RECONNECT STEP TANK SERVICE LINE. SERVICE VALVE BOX AND APPURTENANCES TO REMAIN. PROTECT EX. SIDE SEWER. IF CONFLICT EXISTS, CONTACT DESIGN TEAM. © PROTECT EX. GREASE INTERCEPTOR AND CONNECTIONS. �j REMOVE EX. POTABLE WATER BACKFLOW DEVICE. INSTALL 1" RPBA PER CITY OF YELM STANDARD DRAWING 6 -17. INSTALL TRAFFIC RATED CLEANOUT W/ TWO WAY SWEEPING "T ". NEW PUMP CONTROL PANEL AND GENERATOR TRANSFER SWITCH LOCATED ON HOT DIPPED GALVANIZED UNISTRUT POST(S). RE -ROUTE CONDUIT AND POWER TO NEW PANEL AND TRANSFER SWITCH LOCATION. SEE DETAIL AND SEWER SPEC ADDENDUM NOTES ON SHEET C -502. CONTRACTOR SUBMITTAL NOTE: 1. THE CONTRACTOR SHALL PROVIDE ALL SUBMITTALS FOR TANKS AND APPURTENANCES TO THE SEWER DEPARTMENT FOR APPROVAL AT THE PRE - CONSTRUCTION MEETING. 0 10 20 SCALE IN FEET 04 -12 -2013 APP DV�FD FOR CONSTRU TION BY'. ° DATE: 'CZ Yry' -L D star of Public Works APPROVAL ./ - OE m G K aa� t � � rc z 0 F a_ 6 to w 0 a 0 N O z 0 W U w Z w U_ 3�2 aryo ` N om3 Er _j LL a t J z ;fig F o v w J ti m> N VI UI 3M3 0 U0 >m3 0 o d N a o °C wo 0 N all-still k J o 1p : can ild! age � oy838 El 888g 1"ji! ju O G g §8g a ye$y S � � E o�w0 1R0 0 Jl1Tit"�liT w �a wa < O �c w Z ; x z� Q I I ! J y� m 07 IL N Z r� r —91 L ® U .. 3n S 7. F o � act If cn W A .. =D Z 0 0 0 000 p p 0 -SS A 'SS -SS— A p ° A A ° p A p A o° o` Ip ° Lu p o° oo �— Wiz— _—,� a— ii °A ° 6 /,,j �I it W' EwsnNC ° I GREASE INTERCEPTOR I ' r % FF ELEV= 351.02' p I IE: 345.27 29 LF 6' PVC SDR 21 . SANITARY SEWER 0 2.0% . �.. - ° D e ° s ° IE: 344.69 JE 0 -. STFPTANK Ngj © - - IF THE REMOVAL OF THE EXISTING PIPE AND INSTALLATION OF NEW STEP TANK PIPE AND ' r I D D/ /� N: 594555.59 PUMP EQUIPMENT CANNOT BE INSTALLED /1 �/ E: 1112890.32 µ1h{IN 24 HOURS, THE CONTRACTOR SHALL WATER NOTE: t- ,> T�Q/ / r INSTALL A TEMPORARY BY -PASS SYSTEM. A HOSE SPIGOT IS REQUIRED VATHIN 50' OF 4lJ 4 BONN STEP TANKS. E THE CONTRACTOR PIG CANNOT FIELD LOCATE AN EXISTING SPIGOT, fI INSTALL A NEW HOSE SPIGOT AND CONNECT — TO EXISTING POTABLE WATER SERVICE. V i - -i' 4 LF 1' SANITARY �, =G 519 v: '500f1' - -. - SEWER SERVICE LINE IV r .' O + ✓ p tiY 1 g I , p. V Fs SOLBERG STREET SE I x CALL BEFORE YOU DIG THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL EXISTING UTILITIES, THE CONTRACTOR SHALL VERIFY ALL UTIUTY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING THE UNDERGROUND LOCATE LINE AT (800) 424 -5555 A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATION. LEGEND SS— SANITARY SEWER LINE --- - - - -ss - --- s,s - -- EXISTING SANITARY SEWER LINE KEY NOTES: 1D EXISTING STEP TANK TO REMAIN. PUMP EXISTING TANK. REMOVE EXISTING BAFFLE. REMOVE PUMP PACKAGE FROM EXISTING STEP TANK. LEAK TEST EXISTING TANK AFTER MODIFICATIONS ARE COMPLETED. CONTRACTOR TO EXTEND EXISTING PUMP CONTROL CONDUITS /CIRCUITS TO NEW STEP TANK PUMPS. INSTALL NEW DUPLEX PUMP PACKAGE IN NEW STEP TANK. INSTALL NEW STEP TANK. SEE DETAILS ON SHEET C -501. ® RECONNECT STEP TANK SERVICE LINE. SERVICE VALVE BOX AND APPURTENANCES TO REMAIN. PROTECT EX. SIDE SEWER. IF CONFLICT EXISTS, CONTACT DESIGN TEAM. © PROTECT EX. GREASE INTERCEPTOR AND CONNECTIONS. �j REMOVE EX. POTABLE WATER BACKFLOW DEVICE. INSTALL 1" RPBA PER CITY OF YELM STANDARD DRAWING 6 -17. INSTALL TRAFFIC RATED CLEANOUT W/ TWO WAY SWEEPING "T ". NEW PUMP CONTROL PANEL AND GENERATOR TRANSFER SWITCH LOCATED ON HOT DIPPED GALVANIZED UNISTRUT POST(S). RE -ROUTE CONDUIT AND POWER TO NEW PANEL AND TRANSFER SWITCH LOCATION. SEE DETAIL AND SEWER SPEC ADDENDUM NOTES ON SHEET C -502. CONTRACTOR SUBMITTAL NOTE: 1. THE CONTRACTOR SHALL PROVIDE ALL SUBMITTALS FOR TANKS AND APPURTENANCES TO THE SEWER DEPARTMENT FOR APPROVAL AT THE PRE - CONSTRUCTION MEETING. 0 10 20 SCALE IN FEET 04 -12 -2013 APP DV�FD FOR CONSTRU TION BY'. ° DATE: 'CZ Yry' -L D star of Public Works APPROVAL ./ - OE m G K aa� t � � rc z 0 F a_ 6 to w 0 a 0 N O z 0 W U w Z w U_ 3�2 aryo ` N om3 Er _j LL a t J z ;fig F o v w J ti m> N VI UI 3M3 0 U0 >m3 0 o d N a o °C wo 0 N all-still k J o 1p : can ild! age � oy838 El 888g 1"ji! ju O G g §8g a ye$y S � � E o�w0 1R0 0 Jl1Tit"�liT Al2 -282 - y46 -0263 C -500 w �a wa < O Q w Z ; z� Q J y� m 07 IL N Z F J r L N U 3n S Al2 -282 - y46 -0263 C -500 ALL STEP TANKS SHALL BE H -20 LOAD RATED TANKS. THIS POLICY SHALL TAKE EFFECT ON MAY 31, 2007. FINISHED GRADE /WATER TIGHT LID 21 "0 MIN.PVC RISER I WITH WATER TIGHT LID 14 GAUGE TONING I WIRE TO SS C0� ! V -2 6" MIN BEDDING NOT E& T. DELETE BAFFLE FOR A 3000 GALLON TANK UTILIZED AS A TRIPLEX PUMP VAULT. 2. THE OWNER WILL REVIEW TOLERANCES IN EXCESS OF DIMENSIONS SHOWN. 3. THE TRIPLEX PUMP VAULT REQUIRES TWO VAULTS AND TWO COMPLETE RISERS. ONE VAULT CONTAINS FLOATS AND ONE PUMP. THE SECOND VAULT CONTAINS TWO PUMPS. 4. 4500 GALLON TANKS OR LARGER SHALL HAVE THREE RISERS AND LIDS. CALL BEFORE YOU DIG 4 "0I ORIFICE BAFFLE (NOTE 1) L - -_- PUMP VA LT RISER 14 GAUG TONING WIRE TO ERACE BOX -2 PART 1500 GAL 3000 GAL 4500 GAL D -1 2 "0" 72- 72" -PUMP AS 4 55" 55" D -3 2 50" 1 62" 62" V -1 400 GAL 600 GAL V -2 1100 GALI 2400 GAL a w J NOT E& T. DELETE BAFFLE FOR A 3000 GALLON TANK UTILIZED AS A TRIPLEX PUMP VAULT. 2. THE OWNER WILL REVIEW TOLERANCES IN EXCESS OF DIMENSIONS SHOWN. 3. THE TRIPLEX PUMP VAULT REQUIRES TWO VAULTS AND TWO COMPLETE RISERS. ONE VAULT CONTAINS FLOATS AND ONE PUMP. THE SECOND VAULT CONTAINS TWO PUMPS. 4. 4500 GALLON TANKS OR LARGER SHALL HAVE THREE RISERS AND LIDS. CALL BEFORE YOU DIG 4 "0I ORIFICE BAFFLE (NOTE 1) L - -_- PUMP VA LT RISER 14 GAUG TONING WIRE TO ERACE BOX -2 PART SE CRCN0 TANK TO ISER ADAPTER FOR CON CRET TANKS -PUMP AS EM0LY, SEE DWG. N0. 7 -9 ON ALL TANKS LARGER THAN 1500 GA DNS THE LENGTH OF THE DOWN TURNED INL T PIPE WILL BE DETERMINED BY THE YELM SE R DEPT, 1500, 3000, 4500 �ALLON STEP TANK /PUMP TANK APPROVED DWG. NO. T I,_ _R'_ 7-11 PUBLIC WORKS DIRECTOR DATE DES. OWN. CKD. DATE JY JEG TIP 4/2007 THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING THE UNDERGROUND LOCATE LINE AT (800) 424 -5555 A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATION. FINISHED GRADE 30 "0 RISER— ALARM HIGH LEVEL LAG ON /OFF (4.5" DRAWDOWN ON TO OFF)--6 LEAD ON /OFF 6 (4.5" DRAWDOWN 'IN TO OFF) LOW LEVEL ALARM 6" REDUNDANT OFF 25" 6" MIN. BEDDING SEC 24, TOWNSHIP 17 N, RANGE 1 E, W.M. • • 4 CITY OF YELM DEPT, OF PUBLIC WORKS FLOAT SETTING VAULT DIMENSIONS FOR A DUPLEX PUMP VAULT APP. RED DWG. NO. PUBLIC WORKS DIRECTOR OAIE 7 -14 DES. OWN . CKO, DATE JY JEG TIP 4/2007 M GALLON STEP PUMP TANK (TYPICAL STANDARD CITY OF YELM TWO COMPARTMENT STEP TANK 6" PVC 0 2.0% MIN - Tn 18" BELOW LIQUID LEV IE= 344.69 RIM FG VARIFS. CONTRACTOR TO VERIFY WITH FINAL GRADING. SEE SHEET C -400 FOR ADDMOINAL INFORMATION. ffR 30" RISER ALLONS �' CY STORAGE p T G VOLUME LLONS`N�, GE ' -3 1y/2" TAPER 151" ON OFF p NATIVE OR SELECT '!2 : BACKFILL AS --,.- w m DIRECTED BY ,I�k'l. •,5 ENGINEER. ;::r 6" 4 ?.^• z U . MIN. = 3: ZW �0 z Q w a w J L u w 1, j tl1 �3 z 3 LLa w z ; < U) BEDDING MATERIAL FOR o D RIGID PIPE SHALL BE SAND NOTE; N 3M3 INSTALL TANKS AS PER DETAIL OR ^03 MANUFACTURER'S RECOMMENDATION 1 WHICHEVER IS MORE STRINGENT. U0 U CITY OF YELM b N DEPT. OF PUBLIC WORKS w m CONCRETE TANK O Z a BEDDING n o 0 APPROVED DWG. NO. 7 -17 S PUBLIC WORKS DIRECTOR DATE N DES. OWN. CKD. DATE x JY JEG TP 4/2007 SEE CITY OF YELM STANDARD DETAIL 7 -19 FOR RISER AND H -20 LOAD BEARING MANHOLE RING AND COVER. TYR 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 SETTNGS. 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 1 -±1/4- ALL LIDS 2' MIN ;i; DE TYP. SLOPE TO NATIE NATIVE COPPER GRADE PVC RISER, RE, 2' -0" ORENCO SYSTEMS, RI5ER � INC., OR EQUAL ORENCO TANK TO RISER ADAPTOR (FOR USE WITH NON - TRAFFIC BEARING TANKS) NOTE: RISER AND LID SHALL BE 30" ON ALL SIMPLEX PUMP VAULT INSTALLATIONS. RISER AND LID SHALL BE 30" ON ALL DUPLEX AND TRIPLEX PUMP VAULT INSTALLATIONS. CITY OF YELM DEPT. OF PUBLIC WORKS TYPICAL RISER APPROVED DWG. N0. PUBLIC WORKS DIRECTOR DATE 7 -18 DES. UK U. DATE JY JEG TIP 4/2007 ) MFAGT- Y,G,W -27V-YELM 3660 &4L, b LA PI-6x I 2,lib .J M27 h I `�''� TNS1iNMF SErMG ANGLE'S 1 1- -55* 2- +1Ir 3 9 *1 Tff1A -Y 3 =+40* n 4-+4e E 02 MFIG -0 j .._...- .._.__..T__ ( 03 MF1T W CD ' -0 ON NNE: IOW IGAGT Y,Cr,W 2N YQM D,o«n Br. cc Awoww 6r: R4v: s Dukesj23/07 oOsaaSjrse, bL m APPROVAL 04-12 -20/3 FOR CONSTRLJGT104 OE E m q U W a G C r r � g n n n U a Bgl� o �= a 10 egg= •'�a�8 = '!2 N eo w m m, ¢ Z O W z z U N = 3: ZW �0 aNU Q w a w J L u �3 J LLa w z ; < U) Q�g o D N N Z N 3M3 1' Z ^03 � 1 >M3 U0 U pd b N w m C V O Z a U Ld n o 0 04 Z S N U a Bgl� o �= a 10 egg= •'�a�8 = '!2 eo yg m, ¢ B 0 O it Q J w yg w ¢ B 0 O it Q J L u Q 0 w ; c9 U) o Z � 1' 3 �1 � 1 Z a M a b C V O Z P a U Ld n o 0 04 S (/) x Al2 -282 - /46 -0263 C -501 CITY OF YELM GENERAL SANITARY SEWER NOTES: 1. ALL WORKMANSHIP AND MATERIAL SHALL BE IN ACCORDANCE WITH CITY OF YELM STANDARDS AND THE MOST CURRENT COPY OF THE STATE OF WASHINGTON STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION (WSDOT/ APWA). 2. ALL APPROVALS AND PERMITS REWIRED BY THE CITY OF YELM SHALL BE OBTAINED BY THE CONTRACTOR PRIOR TO THE START OF CONSTRUCTION. 3. IF CONSTRUCTION IS TO TAKE PLACE IN THE COUNTY RIGHT -OF -WAY, THE CONTRACTOR SHALL NOTIFY THE COUNTY AND OBTAIN ALL THE REQUIRED APPROVALS AND PERMITS 4. A PRECONSTRUCTION MEETING SHALL BE HELD 'NTH THE CITY OF YELM PRIOR TO THE START OF CONSTRUCTION. 5. THE CITY OF YELM SHALL BE NOTIFIED A MINIMUM OF 48 HOURS IN ADVANCE OF A TAP CONNECTION TO AN EXISTING MAIN. A CITY REPRESENTATIVE SHALL BE PRESENT AT THE TIME OF THE TAP. 6. THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING THE UNDERGROUND LOCATE LINE AT 1- 800 - 424 -5555 A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATION. 7. SIDE SEWER SERVICES SHALL BE PVC, ASTM D 3034 SDR 35 WITH FLEXIBLE GASKETED OR SOLVENT WELD JOINTS. 8. ALL PLASTIC PIPE AND SERVICES SHALL BE INSTALLED WITH CONTINUOUS TRACER TAPE INSTALLED 12" TO 18" UNDER THE PROPOSED FINISHED SUBGRADE. THE MARKER SHALL BE PLASTIC NON - BIODEGRADABLE, METAL CORE OR BACKING MARKED SEWER WHICH CAN BE DETECTED BY A STANDARD METAL DETECTOR. IN ADDITION, STEP SYSTEMS, AND FORCE MAINS SHALL BE INSTALLED WITH A 14 GAUGE DIRECT -BURY RATED COPPER 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 REQUIRED. 12. EROSION CONTROL MEASURES SHALL BE TAKEN BY THE CONTRACTOR DURING CONSTRUCTION TO PREVENT INFILTRATION OF EXISTING AND PROPOSED STORM DRAINAGE FACILITIES AND ROADWAYS. 13. PROVIDE TRAFFIC CONTROL PLAN(S) IN ACCORDANCE WITH THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) AS REQUIRED. 14. IT SHALL BE THE RESPONSIBUTY 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 'NTH 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 RESPONSIBWTY TO NOTIFY THE CITY OF YELM FOR THE REQUIRED INSPECTIONS. 18. PUMP CONTROL PANELS SHALL BE LOCATED ON GARAGE WALL OR REMOTE POSE, UNLESS OTHERWISE AUTHORIZED BY THE CITY OF YELM. 19. IN THE EVENT THAT THE DEPARTMENT OF LABOR AND INDUSTRIES OR THE CITY SHOULD REQUIRE A SEPARATE "ON -OFF" SWITCH CONTROLLING POWER TO THE PUMP, SAID SWITCH MUST BE LOCKABLE OR HAVE A LOCKING COVER TO HOLD AN OLYMPUS TYPE BP125, 30MM PADLOCK. 20, INSPECTIONS FOR ONSITE STEP INSTALLATIONS ARE REQUIRED. A 48 HOUR NOTICE TO THE SEWER DEPARTMENT IS REQUIRED PRIOR TO THE INSPECTION. ITEMS NEEDING INSPECTION ARE: A) TANK INSTALLATION, IE;BEDDING AND LOCATION B) TANK INFILTRATION, EXFILTRATION TEST C) S.S. PRESSURE TEST D) SERVICE LINE PRESSURE TEST E) FINAL INSPECTION 21. ALL LUMBER (PLYWOOD, ETC.) USED TO MOUNT EITHER PUMP CONTROL PANEL OR POWER METER MUST BE PRESSURE TREATED. CALL BEFORE YOU DIG THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING THE UNDERGROUND LOCATE LINE AT (800) 424 -5555 A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATION. SEC 24, TOWNSHIP 17 N, RANGE 1 E, W.M. GENERAL SANITARY SEWER NOTES: 1. THE CONTRACTOR SHALL VERIFY DIA, LENGTH, CONDITION, PIPE TYPE, SLOPE AND VERTICAL AND HORIZONTAL ALIGNMENT OF THE EXISTING ALIGNMENT OF THE PROPOSED POINT OF CONNECTION PRIOR TO CONNECTION AND REPORT ANY DISCREPANCIES TO ENGINEER PRIOR TO CONSTRUCTION. 2. CONTRACTOR SHALL FURNISH LAND INSTALL ALL MATERIALS NECESSARY TO COMPLETE THIS WORK. 3. STATIONS AND OFFSETS FOR NIANHOLES ARE CALLED OUT TO CENTER OF STRUCTURE. 4. MAINTAIN 10' MINIMUM HORIZONTAL AND 15 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 SOLUTION$ INC. OR XERXES INC. 2. ALL FIBERGLASS STEP TANKS SMALL BE INSTALLED BY QUALIFIED INSTALLERS, FOLLOWING THE MFG. DIRECTIONS AND SHALL BE SECURED WITH TIE -DOWN STRAPS NTH '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 SERVICES 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 30100 GALLON SHALL HAVE ONE 4'HOLE IN THE DIVIDER BAFFLE CENTERED AT 20 "ABOVE THE F400R 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'SERVICE E30XES SHALL BE A MODEL MSBC 1324 -12 MFG. BY MID STATES PLASTICS BC SERIES. 7. ALL POSTS USED TO SUPPORT PUMP CONTROL PANELS MUST BE HOT DIPPED GALVANIZED UNISTRUT. 8. ALL 'AIR RELEASE, VACUUM RELEASE AND COMBINATION AIR RELEASE /VACUUM RELEASE VALVES SHALL BE A MODEL D -021 COMBINATION AIR VALVE MINI SAAR'SIZED ACCORDING TO THE MFG. RECOMMENDATION PER PIPE SIZE, 9. MINIMUM STEP TANK SIZE SHALL. BE 1000 GALLONS. 10. ALL STEP TANKS HOUSING MORE THAN 1 PUMP MUST UTILIZE 2 "PIPING FOR THE SERVICE LINE. 11. THE MAXIMUM DEPTH OF BURY FOR ALL STEP TANKS SHALL BE 60 "AS MEASURED FROM FINISHED GRADE TO THE INVERT ELEVATION OF THE INLET PIPE TO THE TANK. RESTORATION SURFACE SEE RESTORATION TABLE ABOVE SEE RESTORATION TABLE B" TYP. FINISH GRADE 350 FEET c . w ED = ED M 0 \r / '�,� / / BACKFILL SEE w � 5 w - - RESTORATION TABLE MAINTAIN SIDE SLOPE STEEP AS AS POSSIBLE SEWER LINE n - PIPE BEDDING FOR io FLEXIBLE PIPE NAn VE @ACKFlLL PIPE D.C. TYPE A SMOOTH k CONSISTANT TOP SOIL ' N1TX EXISTING GRADE PIPE MOUND BACKFILL VNIMHROVED SUFACE N/A D.D. 2' ABOVE EXISTING W GRADE k SMOOTH RESTORATION TABLE 1 SURFACE THICT(NE55 BACKFILL/ COMMENTS/ TYPE COMPACTION REOMNTS. OTHER REQUIREMENTS CRUSHED 4" CRUSHED SURFACE SELECT BACKFILL FINISH IXiAOE SHALL BE `sURFACE TOP COURSE COMPACT TO 95% SMOOTH k CONSISTANT N7111 EXISTING AC, PAVEMENT S MIN. GRADE B A.C. SELECT BACNPILL FINISH ROADWAY TO N �GRADEBOA OVER GRAVEL BASE PAVING OVER 4' CRUSHED SURFACE TOP COURSE COMPACT TO 95R AND CURBS SLOPES SHALL MATCH GONCftETE SURFACE MATCH EXISTING SELECT BACKFILL MATCH EXISTING FINISH (DRIVCWAV(SIDEWALK) CONCRETE THICKNESS COMPACT TO 953 TEXTURE. AND GRADE. HYDROSEED/ PLANTINGS FINISH GRADE SHALL BE LAWN /LANDSCAPE OVER 4" MIN, CSBC = CRUSHED SURFACE BASE COURSE CSTC = CRUSHED SURFACE TOP COURSE CITY OF YELM DEPT. OF PUBLIC WORKS TYPICAL PIPE TRENCH APP DWG. NO. PUBLIC WORKS DIRECTOR DATE S. OWN. CKD. DATE JY JEG TP 4/2007 (SEE SPECIFICATIONS FOR ADDITIONAL N _ _TABLE FOR FEEDER WIRE RUN CURE SIZE MAXIMUM DISTANCE g12 AWG COPPER LSD FEET p10 AWG COPPER 25ID FEET # I 55 `- PADLOCK WITH COMMON KEY CENTERED FURNISHED BY ME CITY PANEL OF YELM ALARM LIGHT AND SILENCE BUTTON r'c. e -# INFORMATION). DECAL -SEE SPECIFICATIONS BOLD 1@PT. LETTERING 1z FROM POWER TO STEP TANK - SIMPLEX SOURCE TO STEP TANK - DUPLEX TO STEP TANK - TRIPLEX NOTE: PANEL SIZE MAY VARY OFFENDING ON MANUFACURER TYPICAL PUMP CONTROL PANEL APPROVED- DWG. N0. ' PUBUC WORKS FROM_ HOUSE DIRECTOR DATE JY JEG I TP USE i" UNION TO CONNECT TESTING FIBERGLASS Up APARATUS FOR PRESSURE TESTING SERVICE WITH STAINLESS 5'.EEI i8' MIN RISER HEIGHT TYPICAL WITH AND NEOPRENE GASKET ALL NON- TRAFFIC BEARING TMKS ` I" pIA.P` /C H05F AND LEAVE SCFRCIi:Nt VALVE ASSEMBLY ORIENT BALL VALVE WIRE TO ALLOW FOR PUMP REMOVAL. AS SHOWN. BALL VALVE SHALL BE WITH 12' BELOW ELECTRICAL SPUCE BOX MTH CORD GRIPS I LID ALL CONNECTIONS SHALL BE MADE WITH NEAT SHRINK BUTT CONNECTORS Lt' OR 24" PVC (((30" DIA RIBBED PVO RISER W /LID SLOPE GROUND AWAY FROM RISER /RISER WITH NEOPRENE /) GROMMETS 14 CADGE OF 10" FROM TOP OF RISER TO IC INSULATED OF ELECTRICAL CONI_ TONING WIRE INSTALL IN 3/4- EY CONDUIT SEAL TONING NiRE - INSTALL RISER a $ ELECTRICAL CONDUIT TO- IN RISER PON£R SOURCC_` - FFFI UFNT DISCHARGE STANDARD tHAVE INLET TEE 2 -PART fP0 %T, USE ORENCO RISER TANK AOAPION FOR CONCRETE LIQUID ALARM tANKS LEVEly 3.s' DN ' � }S °OFF 35' REDUNDANT Pvc FlonT ASSEMBLY AS SET GFF Br aTr DF YELM 00 GAL TANKS SHALL + -I /4" DIAINLLT HOLES ARW ND A 25" DOWN PIPE ORIFICE PERIMETER of VAULT " a" DIA. PVC FLOW INDUCER I PVC BIONdE `SUBMERGIBLE EFFLUENT ORFNCO TURBINE IO GPM THE MATERIAL 0511 O51 PUMP AN Al FOR DUPLEX, TRIPLEX. AND CLASS t DIVISION 1 S.C. POWER CABLE AND INSTALlntI0N5 WILL VARV. hlC CONTRACTOR SHALL MEET THE 1 /8" BY -PASS ORIFICE INTENT OF THE INSTALLATION REQUIREMENTS SHOWN IN THE IN THE DISCHARGE HEAD TYPICAL STEP MSTALLA ➢ON. ALL BE H -' ANKS. - -1001 THIS POLICY IS NO LONGER IN AFFECT CITY OF RICH) ABOVE ..,e,,.. GROUND 1 � EXISTING GROUND STANDPIPE PVC C.O. - DOUBLE SWEEPING TICE 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 COUPLING OR APPROVED EQUAL YELM TYPICAL SIMPLEX STEP TANK INSTALLA I ION APPROVED � GWL NO ?UBLIC WORKS DIRECTOR GATE 7-9 TOP OF STEP TANK IF BAFFLE TY OF YELM TYPICAL CONNECTION PURR WO R DATE D 7-7 JY JEG I TP 4 JY JEG I TP EDGE OF 2' WATER TIGHT HOUSE CAP TYPICAL IN PROTECTED AREAS NON- PROTECTED AREAS (LAWNS, ETC.) 2' -0' TAIL REWIRE SERVICE BOXES (CARSON OP a H H H g � g a a a O m 0 t- W " z U`^ m Z w ° 32 U aN0 Q a M, J In o M W LL J � z ci F a U W Q lump 1 2 6 m m m Ed w g J w a m N N N 3m3 U 0 >m3 W a c o a u N O 5 N rS a 1t$ o �eIa a�g E o� • �a ° C o ° G gnv�+ °sg ° 1'6 E 3�� 8 �o e LEJ LLJ W $ p � 3 O Q w a X55 D.JARV � Me wASfs O J i V, Q < W A m � SIONAL EN N O d J m Z 04- 122013 � N U � D A � D FOR CONSTRU TION BY. DATE "� -- Al2 -282 - ,{k6 -0263 Director of Public Works rZ APPROVAL - ly C -50 2 EXPIRES: �'ti �=/ `7 8 AWG COPPER 3 350 FEET NAn VE @ACKFlLL TYPE A SMOOTH k CONSISTANT TOP SOIL COMPACT TO @5R N1TX EXISTING GRADE NATIVE BACKFILL MOUND BACKFILL VNIMHROVED SUFACE N/A COMPACT TO B5R 2' ABOVE EXISTING GRADE k SMOOTH (SEE SPECIFICATIONS FOR ADDITIONAL N _ _TABLE FOR FEEDER WIRE RUN CURE SIZE MAXIMUM DISTANCE g12 AWG COPPER LSD FEET p10 AWG COPPER 25ID FEET # I 55 `- PADLOCK WITH COMMON KEY CENTERED FURNISHED BY ME CITY PANEL OF YELM ALARM LIGHT AND SILENCE BUTTON r'c. e -# INFORMATION). DECAL -SEE SPECIFICATIONS BOLD 1@PT. LETTERING 1z FROM POWER TO STEP TANK - SIMPLEX SOURCE TO STEP TANK - DUPLEX TO STEP TANK - TRIPLEX NOTE: PANEL SIZE MAY VARY OFFENDING ON MANUFACURER TYPICAL PUMP CONTROL PANEL APPROVED- DWG. N0. ' PUBUC WORKS FROM_ HOUSE DIRECTOR DATE JY JEG I TP USE i" UNION TO CONNECT TESTING FIBERGLASS Up APARATUS FOR PRESSURE TESTING SERVICE WITH STAINLESS 5'.EEI i8' MIN RISER HEIGHT TYPICAL WITH AND NEOPRENE GASKET ALL NON- TRAFFIC BEARING TMKS ` I" pIA.P` /C H05F AND LEAVE SCFRCIi:Nt VALVE ASSEMBLY ORIENT BALL VALVE WIRE TO ALLOW FOR PUMP REMOVAL. AS SHOWN. BALL VALVE SHALL BE WITH 12' BELOW ELECTRICAL SPUCE BOX MTH CORD GRIPS I LID ALL CONNECTIONS SHALL BE MADE WITH NEAT SHRINK BUTT CONNECTORS Lt' OR 24" PVC (((30" DIA RIBBED PVO RISER W /LID SLOPE GROUND AWAY FROM RISER /RISER WITH NEOPRENE /) GROMMETS 14 CADGE OF 10" FROM TOP OF RISER TO IC INSULATED OF ELECTRICAL CONI_ TONING WIRE INSTALL IN 3/4- EY CONDUIT SEAL TONING NiRE - INSTALL RISER a $ ELECTRICAL CONDUIT TO- IN RISER PON£R SOURCC_` - FFFI UFNT DISCHARGE STANDARD tHAVE INLET TEE 2 -PART fP0 %T, USE ORENCO RISER TANK AOAPION FOR CONCRETE LIQUID ALARM tANKS LEVEly 3.s' DN ' � }S °OFF 35' REDUNDANT Pvc FlonT ASSEMBLY AS SET GFF Br aTr DF YELM 00 GAL TANKS SHALL + -I /4" DIAINLLT HOLES ARW ND A 25" DOWN PIPE ORIFICE PERIMETER of VAULT " a" DIA. PVC FLOW INDUCER I PVC BIONdE `SUBMERGIBLE EFFLUENT ORFNCO TURBINE IO GPM THE MATERIAL 0511 O51 PUMP AN Al FOR DUPLEX, TRIPLEX. AND CLASS t DIVISION 1 S.C. POWER CABLE AND INSTALlntI0N5 WILL VARV. hlC CONTRACTOR SHALL MEET THE 1 /8" BY -PASS ORIFICE INTENT OF THE INSTALLATION REQUIREMENTS SHOWN IN THE IN THE DISCHARGE HEAD TYPICAL STEP MSTALLA ➢ON. ALL BE H -' ANKS. - -1001 THIS POLICY IS NO LONGER IN AFFECT CITY OF RICH) ABOVE ..,e,,.. GROUND 1 � EXISTING GROUND STANDPIPE PVC C.O. - DOUBLE SWEEPING TICE 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 COUPLING OR APPROVED EQUAL YELM TYPICAL SIMPLEX STEP TANK INSTALLA I ION APPROVED � GWL NO ?UBLIC WORKS DIRECTOR GATE 7-9 TOP OF STEP TANK IF BAFFLE TY OF YELM TYPICAL CONNECTION PURR WO R DATE D 7-7 JY JEG I TP 4 JY JEG I TP EDGE OF 2' WATER TIGHT HOUSE CAP TYPICAL IN PROTECTED AREAS NON- PROTECTED AREAS (LAWNS, ETC.) 2' -0' TAIL REWIRE SERVICE BOXES (CARSON OP a H H H g � g a a a O m 0 t- W " z U`^ m Z w ° 32 U aN0 Q a M, J In o M W LL J � z ci F a U W Q lump 1 2 6 m m m Ed w g J w a m N N N 3m3 U 0 >m3 W a c o a u N O 5 N rS a 1t$ o �eIa a�g E o� • �a ° C o ° G gnv�+ °sg ° 1'6 E 3�� 8 �o e LEJ LLJ W $ p � 3 O Q w a X55 D.JARV � Me wASfs O J i V, Q < W A m � SIONAL EN N O d J m Z 04- 122013 � N U � D A � D FOR CONSTRU TION BY. DATE "� -- Al2 -282 - ,{k6 -0263 Director of Public Works rZ APPROVAL - ly C -50 2 EXPIRES: �'ti �=/ `7 8 AWG COPPER 3 350 FEET N _ _TABLE FOR FEEDER WIRE RUN CURE SIZE MAXIMUM DISTANCE g12 AWG COPPER LSD FEET p10 AWG COPPER 25ID FEET # I 55 `- PADLOCK WITH COMMON KEY CENTERED FURNISHED BY ME CITY PANEL OF YELM ALARM LIGHT AND SILENCE BUTTON r'c. e -# INFORMATION). DECAL -SEE SPECIFICATIONS BOLD 1@PT. LETTERING 1z FROM POWER TO STEP TANK - SIMPLEX SOURCE TO STEP TANK - DUPLEX TO STEP TANK - TRIPLEX NOTE: PANEL SIZE MAY VARY OFFENDING ON MANUFACURER TYPICAL PUMP CONTROL PANEL APPROVED- DWG. N0. ' PUBUC WORKS FROM_ HOUSE DIRECTOR DATE JY JEG I TP USE i" UNION TO CONNECT TESTING FIBERGLASS Up APARATUS FOR PRESSURE TESTING SERVICE WITH STAINLESS 5'.EEI i8' MIN RISER HEIGHT TYPICAL WITH AND NEOPRENE GASKET ALL NON- TRAFFIC BEARING TMKS ` I" pIA.P` /C H05F AND LEAVE SCFRCIi:Nt VALVE ASSEMBLY ORIENT BALL VALVE WIRE TO ALLOW FOR PUMP REMOVAL. AS SHOWN. BALL VALVE SHALL BE WITH 12' BELOW ELECTRICAL SPUCE BOX MTH CORD GRIPS I LID ALL CONNECTIONS SHALL BE MADE WITH NEAT SHRINK BUTT CONNECTORS Lt' OR 24" PVC (((30" DIA RIBBED PVO RISER W /LID SLOPE GROUND AWAY FROM RISER /RISER WITH NEOPRENE /) GROMMETS 14 CADGE OF 10" FROM TOP OF RISER TO IC INSULATED OF ELECTRICAL CONI_ TONING WIRE INSTALL IN 3/4- EY CONDUIT SEAL TONING NiRE - INSTALL RISER a $ ELECTRICAL CONDUIT TO- IN RISER PON£R SOURCC_` - FFFI UFNT DISCHARGE STANDARD tHAVE INLET TEE 2 -PART fP0 %T, USE ORENCO RISER TANK AOAPION FOR CONCRETE LIQUID ALARM tANKS LEVEly 3.s' DN ' � }S °OFF 35' REDUNDANT Pvc FlonT ASSEMBLY AS SET GFF Br aTr DF YELM 00 GAL TANKS SHALL + -I /4" DIAINLLT HOLES ARW ND A 25" DOWN PIPE ORIFICE PERIMETER of VAULT " a" DIA. PVC FLOW INDUCER I PVC BIONdE `SUBMERGIBLE EFFLUENT ORFNCO TURBINE IO GPM THE MATERIAL 0511 O51 PUMP AN Al FOR DUPLEX, TRIPLEX. AND CLASS t DIVISION 1 S.C. POWER CABLE AND INSTALlntI0N5 WILL VARV. hlC CONTRACTOR SHALL MEET THE 1 /8" BY -PASS ORIFICE INTENT OF THE INSTALLATION REQUIREMENTS SHOWN IN THE IN THE DISCHARGE HEAD TYPICAL STEP MSTALLA ➢ON. ALL BE H -' ANKS. - -1001 THIS POLICY IS NO LONGER IN AFFECT CITY OF RICH) ABOVE ..,e,,.. GROUND 1 � EXISTING GROUND STANDPIPE PVC C.O. - DOUBLE SWEEPING TICE 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 COUPLING OR APPROVED EQUAL YELM TYPICAL SIMPLEX STEP TANK INSTALLA I ION APPROVED � GWL NO ?UBLIC WORKS DIRECTOR GATE 7-9 TOP OF STEP TANK IF BAFFLE TY OF YELM TYPICAL CONNECTION PURR WO R DATE D 7-7 JY JEG I TP 4 JY JEG I TP EDGE OF 2' WATER TIGHT HOUSE CAP TYPICAL IN PROTECTED AREAS NON- PROTECTED AREAS (LAWNS, ETC.) 2' -0' TAIL REWIRE SERVICE BOXES (CARSON OP a H H H g � g a a a O m 0 t- W " z U`^ m Z w ° 32 U aN0 Q a M, J In o M W LL J � z ci F a U W Q lump 1 2 6 m m m Ed w g J w a m N N N 3m3 U 0 >m3 W a c o a u N O 5 N rS a 1t$ o �eIa a�g E o� • �a ° C o ° G gnv�+ °sg ° 1'6 E 3�� 8 �o e LEJ LLJ W $ p � 3 O Q w a X55 D.JARV � Me wASfs O J i V, Q < W A m � SIONAL EN N O d J m Z 04- 122013 � N U � D A � D FOR CONSTRU TION BY. DATE "� -- Al2 -282 - ,{k6 -0263 Director of Public Works rZ APPROVAL - ly C -50 2 EXPIRES: �'ti �=/ `7 JY JEG I TP USE i" UNION TO CONNECT TESTING FIBERGLASS Up APARATUS FOR PRESSURE TESTING SERVICE WITH STAINLESS 5'.EEI i8' MIN RISER HEIGHT TYPICAL WITH AND NEOPRENE GASKET ALL NON- TRAFFIC BEARING TMKS ` I" pIA.P` /C H05F AND LEAVE SCFRCIi:Nt VALVE ASSEMBLY ORIENT BALL VALVE WIRE TO ALLOW FOR PUMP REMOVAL. AS SHOWN. BALL VALVE SHALL BE WITH 12' BELOW ELECTRICAL SPUCE BOX MTH CORD GRIPS I LID ALL CONNECTIONS SHALL BE MADE WITH NEAT SHRINK BUTT CONNECTORS Lt' OR 24" PVC (((30" DIA RIBBED PVO RISER W /LID SLOPE GROUND AWAY FROM RISER /RISER WITH NEOPRENE /) GROMMETS 14 CADGE OF 10" FROM TOP OF RISER TO IC INSULATED OF ELECTRICAL CONI_ TONING WIRE INSTALL IN 3/4- EY CONDUIT SEAL TONING NiRE - INSTALL RISER a $ ELECTRICAL CONDUIT TO- IN RISER PON£R SOURCC_` - FFFI UFNT DISCHARGE STANDARD tHAVE INLET TEE 2 -PART fP0 %T, USE ORENCO RISER TANK AOAPION FOR CONCRETE LIQUID ALARM tANKS LEVEly 3.s' DN ' � }S °OFF 35' REDUNDANT Pvc FlonT ASSEMBLY AS SET GFF Br aTr DF YELM 00 GAL TANKS SHALL + -I /4" DIAINLLT HOLES ARW ND A 25" DOWN PIPE ORIFICE PERIMETER of VAULT " a" DIA. PVC FLOW INDUCER I PVC BIONdE `SUBMERGIBLE EFFLUENT ORFNCO TURBINE IO GPM THE MATERIAL 0511 O51 PUMP AN Al FOR DUPLEX, TRIPLEX. AND CLASS t DIVISION 1 S.C. POWER CABLE AND INSTALlntI0N5 WILL VARV. hlC CONTRACTOR SHALL MEET THE 1 /8" BY -PASS ORIFICE INTENT OF THE INSTALLATION REQUIREMENTS SHOWN IN THE IN THE DISCHARGE HEAD TYPICAL STEP MSTALLA ➢ON. ALL BE H -' ANKS. - -1001 THIS POLICY IS NO LONGER IN AFFECT CITY OF RICH) ABOVE ..,e,,.. GROUND 1 � EXISTING GROUND STANDPIPE PVC C.O. - DOUBLE SWEEPING TICE 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 COUPLING OR APPROVED EQUAL YELM TYPICAL SIMPLEX STEP TANK INSTALLA I ION APPROVED � GWL NO ?UBLIC WORKS DIRECTOR GATE 7-9 TOP OF STEP TANK IF BAFFLE TY OF YELM TYPICAL CONNECTION PURR WO R DATE D 7-7 JY JEG I TP 4 JY JEG I TP EDGE OF 2' WATER TIGHT HOUSE CAP TYPICAL IN PROTECTED AREAS NON- PROTECTED AREAS (LAWNS, ETC.) 2' -0' TAIL REWIRE SERVICE BOXES (CARSON OP a H H H g � g a a a O m 0 t- W " z U`^ m Z w ° 32 U aN0 Q a M, J In o M W LL J � z ci F a U W Q lump 1 2 6 m m m Ed w g J w a m N N N 3m3 U 0 >m3 W a c o a u N O 5 N rS a 1t$ o �eIa a�g E o� • �a ° C o ° G gnv�+ °sg ° 1'6 E 3�� 8 �o e LEJ LLJ W $ p � 3 O Q w a X55 D.JARV � Me wASfs O J i V, Q < W A m � SIONAL EN N O d J m Z 04- 122013 � N U � D A � D FOR CONSTRU TION BY. DATE "� -- Al2 -282 - ,{k6 -0263 Director of Public Works rZ APPROVAL - ly C -50 2 EXPIRES: �'ti �=/ `7 RICH) ABOVE ..,e,,.. GROUND 1 � EXISTING GROUND STANDPIPE PVC C.O. - DOUBLE SWEEPING TICE 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 COUPLING OR APPROVED EQUAL YELM TYPICAL SIMPLEX STEP TANK INSTALLA I ION APPROVED � GWL NO ?UBLIC WORKS DIRECTOR GATE 7-9 TOP OF STEP TANK IF BAFFLE TY OF YELM TYPICAL CONNECTION PURR WO R DATE D 7-7 JY JEG I TP 4 JY JEG I TP EDGE OF 2' WATER TIGHT HOUSE CAP TYPICAL IN PROTECTED AREAS NON- PROTECTED AREAS (LAWNS, ETC.) 2' -0' TAIL REWIRE SERVICE BOXES (CARSON OP a H H H g � g a a a O m 0 t- W " z U`^ m Z w ° 32 U aN0 Q a M, J In o M W LL J � z ci F a U W Q lump 1 2 6 m m m Ed w g J w a m N N N 3m3 U 0 >m3 W a c o a u N O 5 N rS a 1t$ o �eIa a�g E o� • �a ° C o ° G gnv�+ °sg ° 1'6 E 3�� 8 �o e LEJ LLJ W $ p � 3 O Q w a X55 D.JARV � Me wASfs O J i V, Q < W A m � SIONAL EN N O d J m Z 04- 122013 � N U � D A � D FOR CONSTRU TION BY. DATE "� -- Al2 -282 - ,{k6 -0263 Director of Public Works rZ APPROVAL - ly C -50 2 EXPIRES: �'ti �=/ `7 TOP OF STEP TANK IF BAFFLE TY OF YELM TYPICAL CONNECTION PURR WO R DATE D 7-7 JY JEG I TP 4 JY JEG I TP EDGE OF 2' WATER TIGHT HOUSE CAP TYPICAL IN PROTECTED AREAS NON- PROTECTED AREAS (LAWNS, ETC.) 2' -0' TAIL REWIRE SERVICE BOXES (CARSON OP a H H H g � g a a a O m 0 t- W " z U`^ m Z w ° 32 U aN0 Q a M, J In o M W LL J � z ci F a U W Q lump 1 2 6 m m m Ed w g J w a m N N N 3m3 U 0 >m3 W a c o a u N O 5 N rS a 1t$ o �eIa a�g E o� • �a ° C o ° G gnv�+ °sg ° 1'6 E 3�� 8 �o e LEJ LLJ W $ p � 3 O Q w a X55 D.JARV � Me wASfs O J i V, Q < W A m � SIONAL EN N O d J m Z 04- 122013 � N U � D A � D FOR CONSTRU TION BY. DATE "� -- Al2 -282 - ,{k6 -0263 Director of Public Works rZ APPROVAL - ly C -50 2 EXPIRES: �'ti �=/ `7 E 3�� 8 �o e LEJ LLJ W $ p � 3 O Q w a X55 D.JARV � Me wASfs O J i V, Q < W A m � SIONAL EN N O d J m Z 04- 122013 � N U � D A � D FOR CONSTRU TION BY. DATE "� -- Al2 -282 - ,{k6 -0263 Director of Public Works rZ APPROVAL - ly C -50 2 EXPIRES: �'ti �=/ `7 2 EXPIRES: �'ti �=/ `7 lL It. .I IL T y LL t.<,E ...a a.,, "'.4.➢ ='` ...E y:.B a . TIA a .E .. E° 1: CONCRETE FILED BOLLARD PER DETAIL 20/TI.O. VERIFY LOCATION E QUANTITY WITH \� -0 MCDONALD5 CONSTRUCTION MANAGER. 1 S in ^ TIA y TI.O m/ PROVIDE NEW 5-5 TALL THUG s E OCUDENTALIS PYRAMIDAL SHRUB TREES AROUND SOUTH'' N 5 CONCRETE SLAB W/ n _ l AND WEST WALL5 OF THE NEW b X - 2.q X 2.41 WWF. OPP. TRASH CORRAL, SPADED 2' * 4+ I T.O. GM1 TO 2'-b" O.G. PER CHAPTER R M COMPACTED •I•. I • • T M MUNICIPAL 6� GOIIRSE i., CODE PROVIDE NEW 6ROUND J ^ .,. = COVER A5 NEGE55ARY TO J MA�GFI EXISTING. n _ _ ;. .I L y PROVIDE AND INSTALL 11/2'm X ll' W ;- �. b" PIPE SLEEVE FOR EACH CANE `� y - BOLT AT FULL OPEN AND -'i REINFORCING: A6TM A615, &R 60 GL05M POSITIONS, TYPICAL. a m a a VERTICAL -k5 a 16" O.G. SEE 2/TI.I. ,, _ H0R1zor+rAL -(2) 5 a TOP < ti T w r BOTTOM AND a 48' O.G. 6" m 6ALV. STEEL POST FILLED 'v. I6 ." Y'V CONCRETE. EMBED 3-0 F': INTO LINE OF FDIC, FROST PROOF . BELOW H05E BIBB . , TYPICAL WALL CONSTRUCTION CONCRETE FOOTING, J MASH CEMENT BOARD SIDING (HORIZONTAL LAP) _ ... TYPICAL. SEE DETAIL 2O/TI.O. .- "�' __. _ _ I PURRING STRIPS PER MFR. ti 'I - - F ➢) RECOMMENDATIONS FOR CMU _ a ANCHORING - _ -_ _ LIQUID APPLIED WPB. 8' CMU (SOLID GROUT) . EQ. / \ D CT VIE 5 DOY�LS WITH STANDARD HOOK TO MATCH VERTICAL REINFORCING B \ v ENEISI b TLO ` (5) 5 CONT. TI.O � 1 ry g \ / / Y �TON__{ SIM \ • �'. CONCRETE SLAB PER I O I DETAIL 51TI.I. Li g TA. GRADE NOTE: EXTEND WATER AND S0 NEW L O TRASH ®u sm _ r t 2 -0" MI 201 _0.. i CENTER UNDER % m H` CENTER UNDER 15 m Am LAW WALL 6 SECTION WWti1J TRASH ENCLOSURE T M TIA SCIpLE; 3/4' = I' 1 6 TLO w TRA5H_5EGTIONDW6 SCALE: 114" = 1' -O" a U J d ipV r» ° 50LID GROUT SMOOTH FADE GMU WALL WITH S( �= SLOPE CEMENT BOARD TO � — � °- ° `ova° . -2- MATCH MAIN BUILDING PAINT TO MATCH BASE I o ., o. h '. « n E BUILDING PAINT TO • E UCmod`am r (I WW TI W OGGI - MATCH ADJACENT NIGH o co .a a E �" o Vi SHRUB TREES PER PLAN, T.O.GMU � GATE LEAF = q' -l" (VERIFY) 2" N «ocrno. `o °c a° ° • DETAIL 6/71.0. _ _ - -- _ - - -- CEMENT BOARD TRIM p ° _ r I� E 6" VIA. STEEL &ATE POST, 6ALV. METAL DECK —� � A v o GONG. FILLED WITH TUBE STEEL /% V /i _ - -- — — -� J ?� - "a o t FRAME t BRACE 1 f ' HINGE, SEE DETAIL '/ ° CU ° PAINTED GALVANIZED METAL PAINT TO MATCH BASE \ �� DECKING BOLTED TO STEEL f COLOR OF BUILDING. ��I �� �-, I/ I.l d = °«' ° ,•, a 1118E FRAME SEE DETAIL 4/fIA. A� 2'X2 "XI /4" STEEL TUBE uov ° o ` `• . Q CANE BOLTS (PROVIDE -- i. ' FRAME PY WELDED m °0 �"ov °c 'v `o u o m STEEL T 2'X2 "XI /4" STEEL TUBE HOLES FOR BOTH OPEN - % � - - Tom` CORRAL YWLL CONSTRUCTION � JOINTS, TIP. EA. GATE LEAF FRAME W/ JOINTS, t CLOSED POSITIONS) .� _ _ V� _ PER IBfiIA �/ m o 0 0 0 TYP. EA. GATE LEAF - T.O. SLAB h '08`omoS� i0 -O• - T FOUNDATION BELOW, �� - -- - -- �D -_. I a a . o �° � � T'P. � a�i 09 0 6" DIA.6ALV. STEEL// CONCRETE PAVEMENT TRASH ENCLOSURE FRONT ELEVATION TRASH CORRAL DETAIL GATE POST FILLED TYP :, O 7 � T - TI TI.0 SCALE: 5' = 1'-Q" FILE NAME c�ALE; 1/4' = 1' -0" - ' PAINTE��ALVANI� I MELAL,�EGK BOLTER' • • I T05TFEL TUBE �. ��qHE I I .. -WALL CON51RZTION -i '• PER DETAIL 18/TI.O r i i m 5/4" VIA. CANE BOLL • I SEE DETAIL 2/TI.I\ 5 6 12' O.O. i T.O. CMU h NEW 7}#16 OCLIDENTALIS - P.T. STARTER STRIP i; ��. ILL - - • (5) 5 EA. WAY I - SHRUB TREES PER PLAN, <, r AT BOTTOM � _. _- I DETAIL b/TIA. -6ALV. METAL FLASHING -- _ HOOPS a q" O.O. - -2" MIN. a HAR05CAPE; •• TRASH WALL PER 18/71.0 -PAINT TO OPEN 6" 0 6RAVE, OR PER MANUFACTURER REQUIREMENTS � i1 FOUNDATION BELOW MATCH BASE COLOR - ' MANN. METAL FLASHING; 1 I L1 a u OF BUILDING - _- FINISH TO MATCH , I: 31-01, X 3' -0' SGNIARE -. r ADJACENT a _ h FOUNDATION BELOW I 2D POST DETAIL TRASH ENCLOSURE SIDE ELEVATION CEMENT BOARD BASE GATE LEAF DETAIL TI 0 6 4 TIA 5CALE; 5/4" = 1',.O" POSTDWJI 5G ALE: 1/4" = 1' -0" TIA SCALE: 5' = Ib" TRA5H_CB_BA5EDk TI.0 SCALE: 5/4" = III TRASH CORRAL 6ATE_LEAFDWG T fl�T,T �"171' 7 r STEEL FRAME FAINTED GALVANIZED METAL DECKING METAL COLLAR TO FIT OVER 6" 01A. POST (GREASE AREA 5ETYeFN P05T 4 HINGE) WELD TO FRAME 2" X 3" TRIM ANGLE TACK WELD TRIM ANGLE TO TH15 SIDE ONLY METAL COLLAR, TYP. HYD LiC GREASE WELD BOTTOM COLLAR FITTING DRILL 4 TAP TO POST SEE 2017I.0. HOLE (TYP. 4 PLACES) LLZIATION PLAN GATE HINGE DETAIL SCALE: 1 1/2' = 1'-0" GATE-14IN&EDM T'll, 4- I' NIPPLE WELDED 1/2" STEEL PLATE To PLATE COLLARS III 1/2, BOLTS TO FRAME 5/4' CANE BOLT 3/4" CANE BOLT N 4" HOOK N 4" HOOK CANE BOLT DETAIL Se-ALE: 1 1/2" = 1'-0" NOTE: SLOPE PAVEMENT FOLLOW LOT FOR DRAINAGE PAVEMENT (SEE SPECS) 5" CONCRETE SLAB WITH HI-TECH - COW FIBERS REINFORCEMENT, SEE 517E FIBERS REINFORCEMENT, PLAN FOR LOCATION LO' 4' COMPACTED GRAVEL TRASH CORRAL PAD DETAIL SCALE: 1 1/2' = 1'-0" 6/1- ®412 2 ud- 4mJ o CD L6 Z 0 to, -0 0- c �QF 8�0 ..a 0 Ov 3 0 0 0A TI 1 TPA5H CORRAL