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20120312 Peer Redlines 02262013YELM AVENUE W. (S.R. 510) EXISTINS N 52 *01 W VICINITY MAP 5P -IO � I 71'P 5P Ib TYR 5P -II TYR ® y TYP. 5 e I A � IT U �R U �If C C 101-00 i 51DE SETBACK I I4 io� F1 W -0 PROJECT DATA r EXISTING 12 SIII 5P -IO W TYP gj u~i MCDONALD'S TYP + 3 I JJJj}}} n -Ob RESTAURANT F N n ® C42611Z TWN HAMMER m T 2,5$7 SQ. FT. ,Y W W NEW 4 TRASH CORkAU H1 OOOj000.'•O.O:�OOOi 552 W" E 150.00' W W W I\� 1 I i I I2 h� J ■�FIO m 00 000 �. 000 OO�t 0 W -0 PROJECT DATA r EXISTING UE 5P -IO W TYP gj u~i MCDONALD'S LOCATIONS SWILL BE DETERMINED TO ALLOW FOR THE MOST + 3 EXISTING CONSTRUCTION TO BE DEMOLISHED iW ECONOMICAL INSTALLATION. RESTAURANT SANITARY SEVER U5E: FAST FOOD RESTAURANT EmSnNG) C42611Z TWN HAMMER TYP. NE'N STRIPING 2,5$7 SQ. FT. ® STORM SEWER TYPE OF CONSTRUCTION: V-B (EXISTINS) UTILITY. REFER TO THE BUILDING ELECTRICAL AND PLUMBING + 7Q2+ SQ. FTFT. _ >' EXISTNS STRIPING TO REMAIN - �ltl BUILDING AREA: EX15TIN6 BUILDING AREA: 2$81 5F. DRAWINGS FIR UTILITY SERVICE ENTRANCE LOCATIONS, SIZES, AND SP ID n 5:349 SQ, FT. CIRCUITING, QTYP. EXI5TNS LANDELAPIN5 TO REMAIN TOTAL BUILDIMIG AREA: 3,349 S.F. 3. FINISH WALK AND CURB ELEVATIONS SHALL BE 6' ABOVE FINISH } It" ' J t,u+ l Y N ?. r I . 5 4 PAVEMENT. AND NEST MALLS OF THE NI 7RAI CORRAL. PROVIDE NEK GROUND COVER AS NECESSARY TO MATCH EXI5TIN6. VERIFY SPACING NTH CHAPTER 1790 OF THE YELM MLNCIPAL CODE. L, ,� . , �.: h �u1.i , ), r •;. 5P -17 MEN WALL SCONCE LOCATION ON EVIL FJPPNLiIORJ SP -28 PROVIDE N54 LANDSCAPING &ON& SOUTH PROPERTY LINE P1_ANT5 TO BE NSA 5'-5' 1N50 PARKING REQUIRED: I STALL / 200 SO. FT. GROSS FLOOR AREA= IT BASED ON . PLAN SCALE, I' = 20' j SP -21 MRDCPA. CODE. PROVIDE ADDITIONAL 6ROIIND COVER AS NECESSARY TO MATCH ADJACENT. LANDSCAPE SUBCONTRACTOR TO PROVIDE RECMRRED 1R¢I&ATION TO AREA AND TO BN5UFE IRRI&AnON SYSTEM P05NnVELY PREVENT'' RUNOFF OR OVERSPRAY EXISTING CONCRETE TO REMAIN PARKINS PROVIDED: 34 STALLS ONTO IMPE141EAME AARD5rAPE UNDER ALL CONDITIONS, RE&ARDLE55 OF Am OR J ACCE55IBLE REYUUIR3D: 2 5TALLL6 (BASED ON 34 STALLS PROVIDED) EGMUIPMENNT M5A.16HM E NT. LAND50A4PE SUBCONTRACTOR TO LOCATE SPRIH(LER HEADS CITY STATE DNEW CONCRETE ACCESSIBLE PROVIDED. 2 STALLS YELM W A LAR6ER SIZE, SPECIFY YEAnER- BASED IRRI6AnON CONTROLLERS t SPECIFY CHECK VALVES 101HEREVER NEGE55ARY TO PREVENT LOW -HEAD ORAINAl hn COUNTY SIGN LEGEND EXISTING CATCH BASIN - 51P-O6 c EXISTING LOT LIGHT 5P -24 I _... ___..._1 SITE PLAN 50AI 1' ° 20' °' EACH) O CFO MENU BOARD (2 NEW 369 s,. Fr. EAQH) o PRE -SELL BOARD O NEK 19I 5Q- FT, of 5I6NAI REGIONAL DWG. NO 46-0263 EXISTINS LANDSCAPE TO: 8 SQ. 0 0 5 10 20 401 O 'ANY LANE, ANY TIFF' BOLLARD (I MEK 2.13 So. FT. OF 516NAGE) HEW 3'A THkS OCGIDEN(ALIS PYRAMIDAL SHRUB TIRTE BE REPLACED 0 PEW PIERIS JAPONICA VARIEISATA' (VARIEGATED PIERIS); 5 SAL DEMOL15H D IMPERVIOUS/: 1275 50. FT. �y N6Y LA�.RGAPE T t'ttr S W _ SP-12 TYR ADA SITE PLAN KEYNOTES w W 13 . C.. .. . TOTAL PROPOSED IMPERVIOUS: 24 T4 PT. - 65.6% ® RELOCATE BARRIER -Ff� ACCESSIBLE STALLS (TYP. OF 20 AS SHOWN, WITH A %' MIN. TOTAL PROPOSED LM05CAPE: ,83 5Q. FT = 342% ACA AISLE I THE STALLS. HUMPH ALL SLOPED AT NEW PARKING NEW 4 TRASH CORkAU H1 OOOj000.'•O.O:�OOOi 552 W" E 150.00' W W W I\� 1 I i I I2 h� J ■�FIO m 00 000 �. 000 OO�t 0 W -0 PROJECT DATA I LOT LIGHTING RECOMMENDATION UE 5P -IO W TYP NET CONCRETE CURBING PARCEL NR41BH2: 2112441002 LOCATIONS SWILL BE DETERMINED TO ALLOW FOR THE MOST + 3 EXISTING CONSTRUCTION TO BE DEMOLISHED ZONING: C-1 (COMMERLIAIJ ECONOMICAL INSTALLATION. STOREFRONT. VffUFY NTH MCDONULDS CONSTRICTION MAIAI IF 5ALVA6E OR SANITARY SEVER NEW 4 TRASH CORkAU H1 OOOj000.'•O.O:�OOOi 552 W" E 150.00' W W W I\� 1 I i I I2 h� J ■�FIO m 00 000 �. 000 OO�t 0 ACCESSIBLE EMERIOR WAIKAW AS 5HON4 TO ENSURE A MAXIMUM SLOPE OF 5% IN THE DIRECTION OF TRAVEL t MAXIMUM 15% CRO55 SLOPE. INSTALL MEN IN -LINE CURB RAMPS AS SHOW REFER TO DETAIL R/SDI FOR MOIRE INFORMATION. SLOPE FOR IN-LIE OORB RAMP IN III DIRECTION SHALL BE 8% MAXIMIM AND CRASS SLOPE SHALL 13E NO GREATER THAN 13%, TOP AND BOTTOM LANDINSS TO BE ENTIRE AMOK OF CURB RAMP AND EXTEND 60' MTHOUT EXCEEDING 13% SLOPE IN ANY DIRECTION PROVIDE DETECTABLE WARNIN65 AS NARY PER 101 DIEURE THAT THERE ARE NO CIS AND OF DOOR 6�ATER THAN I/4' OR I/2' NTH BEVEL B THE EXPANSION JOINTS AND TIE DOOR PROVIDE A V ENS ARE A SLIP - RESISTANT BROOM FINISH IN CONCRETE WALKWAY. PROVIDE 1 5'X5' LANDING NS ALL DOORS AND GHIANOVI IN DIRECTION NTH 13% MAX SLOPE 6 ALL EP X I DIRECTIONS. SEE DETAIL TIARA PROVIDE MEW GUARDRAIL AS ° W'!L ENSURE A 60' DEEP X 18' LATCH DEPRI C{F.MANGE, 5ff DETAIL XX/SOI. SEE FLOOR PLAN FOR MORE INFORMATION, LEGEND PROJECT DATA GENERAL NOTES LOT LIGHTING RECOMMENDATION -_ - -_- EXISTING CONCRETE CURBING TO REMAW REPAIR SITE AREA: 37 =jOj 6jF, L PROPOSED UTILITIES ARE SHOWN IN SCHEMATIC ONLY. EXACT ELEVATIONS' 5P -M PAINT EOSTIN6 BOLLARDS (2) COAATS TRAFFIC, YMIOW SEE DETAL 5/0712 FOR MORE INFORMATION. 5P -15 EXISTIN19 HISTORIC PLAQUE TO REMIAIN FROtELT FROM DAMAGE DURING CONSTRUCTION. SP-Ib RNiNR PROTECT FROM DAMAGE (99.1150. Fi) AND READER BOARD (24 50, FT) TO 5P-11 EXI5TINS DIRIBrTIONA. SIGN (4.16 50. FT. EACH) TO REAM. PROTECT FROM DAMAGE 5P-18 INSTALL W$iSTOPS AT LOCATIONNS WM. ENSURE CAR OVERMAN& DOES NOT PROTRUDE INTO THE 44' MN HOE ACCESSIBLE ROUTE. SEE DETAIL 151WI FOR MORE INFORMATION. NET CONCRETE CURBING PARCEL NR41BH2: 2112441002 LOCATIONS SWILL BE DETERMINED TO ALLOW FOR THE MOST + 3 EXISTING CONSTRUCTION TO BE DEMOLISHED ZONING: C-1 (COMMERLIAIJ ECONOMICAL INSTALLATION. STOREFRONT. VffUFY NTH MCDONULDS CONSTRICTION MAIAI IF 5ALVA6E OR SANITARY SEVER U5E: FAST FOOD RESTAURANT EmSnNG) C42611Z TWN HAMMER DISPOSAL. REMOVE EXI51INS CONCRETE AS WZC.E55ARY TO ACCOMMODATE NEW NE'N STRIPING OCG.PANCY: A-2 IEXPSnNbJ 2. THE CONTRACTOR SHALL COORDDNATE WITH ALL UTILITY COMPANIES TO DETERMINE EXACT POINT OF SERVICE CONNECTION AT EXISTING AORK. STORM SEWER TYPE OF CONSTRUCTION: V-B (EXISTINS) UTILITY. REFER TO THE BUILDING ELECTRICAL AND PLUMBING 3 _ >' EXISTNS STRIPING TO REMAIN - �ltl BUILDING AREA: EX15TIN6 BUILDING AREA: 2$81 5F. DRAWINGS FIR UTILITY SERVICE ENTRANCE LOCATIONS, SIZES, AND RELOCATION DUE TO BUILDING EXPANSION. VERIFY EXALT LOCATIONS NTH OME R. ! CASH BOOTH ADDITION: « 162 5F. CIRCUITING, EXI5TNS LANDELAPIN5 TO REMAIN TOTAL BUILDIMIG AREA: 3,349 S.F. 3. FINISH WALK AND CURB ELEVATIONS SHALL BE 6' ABOVE FINISH } It" ' J t,u+ l Y N ?. r sP -z4 REMOVE EASTN& POOP LADDER 1 PROTECT FOR REACATI PER ,gN(15EE 16/,042 FOR MORE INFORMATION, 5P -25 PROPOSED LOADING AREA. SP -26 PROVIDE MEN 3'i' TALL THUS OC41" TALIS PYRAMIDAL SHIRUS TREES AROUND SOUTH EXISTING PARKING: 44 STALLS PAVEMENT. AND NEST MALLS OF THE NI 7RAI CORRAL. PROVIDE NEK GROUND COVER AS NECESSARY TO MATCH EXI5TIN6. VERIFY SPACING NTH CHAPTER 1790 OF THE YELM MLNCIPAL CODE. L, ,� . , �.: h �u1.i , ), r •;. 5P -17 MEN WALL SCONCE LOCATION ON EVIL FJPPNLiIORJ SP -28 PROVIDE N54 LANDSCAPING &ON& SOUTH PROPERTY LINE P1_ANT5 TO BE NSA 5'-5' ONEW LANDSCAPING PARKING REQUIRED: I STALL / 200 SO. FT. GROSS FLOOR AREA= IT BASED ON THUG OGCIVE NTAL5 PYRAMIDAL SMM7.8 TIRE AND NEW PENS JAPONICA VARIEGATA' ( VARIEGATED PIERI% 5 GAL VE321FY SPACNG NTH CFb1PTER 1190 OF THE YELM PLAN SCALE, I' = 20' 3,549 5Q!. FT. MRDCPA. CODE. PROVIDE ADDITIONAL 6ROIIND COVER AS NECESSARY TO MATCH ADJACENT. LANDSCAPE SUBCONTRACTOR TO PROVIDE RECMRRED 1R¢I&ATION TO AREA AND TO BN5UFE IRRI&AnON SYSTEM P05NnVELY PREVENT'' RUNOFF OR OVERSPRAY EXISTING CONCRETE TO REMAIN PARKINS PROVIDED: 34 STALLS ONTO IMPE141EAME AARD5rAPE UNDER ALL CONDITIONS, RE&ARDLE55 OF Am OR J ACCE55IBLE REYUUIR3D: 2 5TALLL6 (BASED ON 34 STALLS PROVIDED) EGMUIPMENNT M5A.16HM E NT. LAND50A4PE SUBCONTRACTOR TO LOCATE SPRIH(LER HEADS CITY STATE DNEW CONCRETE ACCESSIBLE PROVIDED. 2 STALLS YELM W A LAR6ER SIZE, SPECIFY YEAnER- BASED IRRI6AnON CONTROLLERS t SPECIFY CHECK VALVES 101HEREVER NEGE55ARY TO PREVENT LOW -HEAD ORAINAl SITE: COUNTY SIGN LEGEND EXISTING CATCH BASIN EXISTING IMPERVIOUS: 24;8) 50. FT. = 65.8% SECTION TOWNSHIP RANGE 2 4 17 1 E EXISTING LOT LIGHT EXISTING LANDSCAPE: 12,828' . FT. = 542% I _... ___..._1 SITE PLAN 50AI 1' ° 20' °' EACH) O CFO MENU BOARD (2 NEW 369 s,. Fr. EAQH) o PRE -SELL BOARD O NEK 19I 5Q- FT, of 5I6NAI REGIONAL DWG. NO 46-0263 EXISTINS LANDSCAPE TO: 8 SQ. 0 0 5 10 20 401 O 'ANY LANE, ANY TIFF' BOLLARD (I MEK 2.13 So. FT. OF 516NAGE) HEW 3'A THkS OCGIDEN(ALIS PYRAMIDAL SHRUB TIRTE BE REPLACED 0 PEW PIERIS JAPONICA VARIEISATA' (VARIEGATED PIERIS); 5 SAL DEMOL15H D IMPERVIOUS/: 1275 50. FT. �y N6Y LA�.RGAPE T t'ttr S DEMOLISHED LA (SCAM/: 1150. FT. ADA SITE PLAN KEYNOTES NE1Mi1N�VI� � TOTAL PROPOSED IMPERVIOUS: 24 T4 PT. - 65.6% ® RELOCATE BARRIER -Ff� ACCESSIBLE STALLS (TYP. OF 20 AS SHOWN, WITH A %' MIN. TOTAL PROPOSED LM05CAPE: ,83 5Q. FT = 342% ACA AISLE I THE STALLS. HUMPH ALL SLOPED AT NEW PARKING STALLS AC STALLS t ACCESS AISLE DO NOT EXL®I S% IN ALL PARKING SITE PLAN YIW OT E S LOT AND SEALCOAT AS NECESSARY. PAHf ALCEy5181E SYMBOL AT STALLS PER -E SYMBOL AT 4/501. INSTALL MEW ALCE551BLE PARKINS STALL 511 TO BE MONK® NTH BOTTOM SP -0I REMOVE EXISTING PROVIDE OF THE COYEST SIGN AT 60' MIN. ABOVE ADJACENT PARKING SERFAGE PIMP, OF 2) PEN180ARD C (2) NEW N7P0 MENU BOARDr AS SFgYN. PER DETAIL 61501. 'VAN ACCESSIBLE' STALL 516M TO BE LOCATE) AT STALL WITH SEE MAIL 10/DTI.I AND DETAIL 210TI 0 FOR EXALT LOCATIONS. PA65E NSM SIDE ADJACENT TO ACCE{ ASLE, PROVIDE NEEH ALINE CURB RAMP AS 5P-02 REMOVE EXISTING C45TOM3R ORDER DISPLAY t INSTALL (2) tEW CUSTOMER ORDER %1" F REFER TO DETAL 9/SDI FOR INFORMATION. SLOPE IN RUN DIRECTION SHALL DISPLAY UNITS WITH INTEGRAL CAIHOPY AS 5HOYN PER DETAIL 6/50712. SEE DETAIL BE 8% MAX. t CRO55 SLOPE SHALL BE NO GREATER THAN 15%. TOP t BOTTOM 2/071,0 FOR EXACT LOCATIONS. PROVIDE SPEECH/ HEARINS IMMPARED 516NAGE AT LANDINGS TO BE ENTIRE MOTH OF CURB RAMP t EXTEND 60' WITHOUT EXC®ING 13% COD PER DETAIL 11501. SLOPE IN ANY DIRECTION. PROVIDE DETECTABLE WARWN65 AS NECESSARY. SEE 5P-03 INSTALL NEW VEHICLE DETECTOR LOOPS AT MEW ORDER POINTS PER 2117iNA DETAIL 10/501. REPAINT ADJACENT t FRONT PARKINS STALLS AS SHOWN. So ALT (OPTIONAL AT III CASH BOOTH 1 EXISTING PRESERIER BOOTH LOCATIONS) PATCH t REMOVE E)OSTINS ASPHALT AS WZE55ARY TO PROVIDE MEN CONCRETE PAD AT REPAIR CONCRETE PAD AT DMVS-7Ha/ AS NECESSARY. SEE 16 6 201 18LE STALLS AND ACCESS AISLE. MAX 15% SLOPE IN ALL DIRECTIONS LT ® 4 SMM t SMOOTH TIWGITION TO ADJACENT ASPHALT . D ADJACENT H STALLS RD40VE FJ05TINS AMC) INSTALL (2) HEN 6ATE"RAY 516N PACIII AS SHOMIL REMEDIATION OCCU25 IN AD-0I COORDINATE LOCATION NTH 2VI I0 t MGDONALDS CONSTRUCTION MANAGER TO ® RB- EDIA71ON OCCURS IN AD-0I ENSURE T VISIBILITY FROM 511E ENTRANCE. SEE DETAIL 8/0712 FOR MORE 1NFORMA PAVING SPECIFICATION ® REMOVE t REPOER EXTERIOR W,V-KWAY AT BULDINS TO EXTENT NECESSARY TO `�'-� PROVIDE MET OPO PRE-SELL BOARD PER DETAIL 11 (191 50. 111 VERIFY (MINIMUM 3' TOTAL COMPACTED ASPHALT THICKNESS) ENSURE A MAXIMUM SLOPE OF 5% IN THE DIRECTION OF TRAVEL t MAXIMJH 15% CROSS LOCATION NTH MCDONALD5 PROJECT HAMMER AV DETAIL 21DTI A. SLOPE. REMOVE EASTINS t INSTALL NEW IN -LINE CURB RAP' AS S ONL RIT-ER TO ® PROVIDE MERGE POINT MONITOR I MOURTED ON POLE Nnl FOUNDATION; EXACT DETAIL 9/501 FOR MORE INFORMATION. 5LOPE FOR IN-LIE CURB RAP IN I" LOCATION TO BE COORDINATED YNT H M600NALD5 CONSTRUCTION MANASER DIRECTION SHAM BE 8% MAXIMUM AND CROSS SLOPE SMALL BE NO GREATER THAN PROVIDE 2' UDNOW TO CASH BOOTH JUNCTION BOX CONNECT TO ELECTRICAL 4 15%. TOP AND BOTTOM LADING$ TO BE ENTIRE NDTH OF CUM RAMP AND EXTEND DATA SYSTEMS AS NECESSARY. 60' NTHOUT EXCEEDING I ACCESSIBLE EMERIOR WAIKAW AS 5HON4 TO ENSURE A MAXIMUM SLOPE OF 5% IN THE DIRECTION OF TRAVEL t MAXIMUM 15% CRO55 SLOPE. INSTALL MEN IN -LINE CURB RAMPS AS SHOW REFER TO DETAIL R/SDI FOR MOIRE INFORMATION. SLOPE FOR IN-LIE OORB RAMP IN III DIRECTION SHALL BE 8% MAXIMIM AND CRASS SLOPE SHALL 13E NO GREATER THAN 13%, TOP AND BOTTOM LANDINSS TO BE ENTIRE AMOK OF CURB RAMP AND EXTEND 60' MTHOUT EXCEEDING 13% SLOPE IN ANY DIRECTION PROVIDE DETECTABLE WARNIN65 AS NARY PER 101 DIEURE THAT THERE ARE NO CIS AND OF DOOR 6�ATER THAN I/4' OR I/2' NTH BEVEL B THE EXPANSION JOINTS AND TIE DOOR PROVIDE A V ENS ARE A SLIP - RESISTANT BROOM FINISH IN CONCRETE WALKWAY. PROVIDE 1 5'X5' LANDING NS ALL DOORS AND GHIANOVI IN DIRECTION NTH 13% MAX SLOPE 6 ALL EP X I DIRECTIONS. SEE DETAIL TIARA PROVIDE MEW GUARDRAIL AS ° W'!L ENSURE A 60' DEEP X 18' LATCH DEPRI C{F.MANGE, 5ff DETAIL XX/SOI. SEE FLOOR PLAN FOR MORE INFORMATION, 5% SLOPE IN ANY DIRECTION. PROVIDE DETECTABLE Y1AF41NG' A$1EOg6A,RY PER 10/501. EUURE THAT THERE ARE NO C.H{ANGFS OF LEVEL GREATER THAN I/4' OR 1/2' NTH BEVEL AT THE EXPANSION JOINTS AND THE DOOR THRESHOLDS. ENSURE A SLIP - RESISTANT BROOM FINISH AT CONCRETE WALKWAY. PROVIDE A L)4' LANDING AT ALL DOORS AND CHANGES M DIRECTION NTH IS% MAX. SLOPE IM ALL DIRECTIONS. 5ff DETAIL II/5D1. ® REMOVE EXI5TINS CONCRETE DRIVE -TIM LANE AS NECESSARY TO ACCOMMODATE MEW WORK. NEW CONCRETE PAVIIN6 AND CURBING TFROU6FICIf DRIVE -TNp) LAMES AS 5HOYN PER MCDONALD'S SPECIFICATIONS. SLOPE TO DRAIN TO EXISTING CATCH BASIL AS NECESSARY. SEE DETAILS 2/DTLI, 5/0,71.1 t 4/071.1. Sp.OB DEMOLISH EXISTING LANOSCAPINEi t CONCRETE COMM& AS NECESSARY TO NGI WIDNA s ENGINEER RESERVES THE Rudrt TO REauESr A cNwACimN TEST TESTS SWILL AT THE EXPENSE 6 MCU, 1, SABOVE OTH RVISE, G.C. WILL BE CHARGED LOT LIGHTING RECOMMENDATION 34 9' -0' X 191 SPACES O 90' ® REGRADE SIPS ALK AS NECESSARY AT ENTRY DOOR TO E SURE A MAX CHANSE IN ACCOMMODATE REVISED DRIVE-YHRU CDNFI6URATION. INSTALL NEH CONCRETE DRIVE -71M LANE CURB5 t ASPHALT TO MATCH ADJACENT. SEE SHEET OTI.I. ELEVATIONS' 5P -M PAINT EOSTIN6 BOLLARDS (2) COAATS TRAFFIC, YMIOW SEE DETAL 5/0712 FOR MORE INFORMATION. 5P -15 EXISTIN19 HISTORIC PLAQUE TO REMIAIN FROtELT FROM DAMAGE DURING CONSTRUCTION. SP-Ib RNiNR PROTECT FROM DAMAGE (99.1150. Fi) AND READER BOARD (24 50, FT) TO 5P-11 EXI5TINS DIRIBrTIONA. SIGN (4.16 50. FT. EACH) TO REAM. PROTECT FROM DAMAGE 5P-18 INSTALL W$iSTOPS AT LOCATIONNS WM. ENSURE CAR OVERMAN& DOES NOT PROTRUDE INTO THE 44' MN HOE ACCESSIBLE ROUTE. SEE DETAIL 151WI FOR MORE INFORMATION. 34 LEVEL OF I/4' OR I/2' WITHH BEVEL AT DOOR THRESHOLD. SP4 REMOVE EX157ING PLAYTOY, EXTERIOR 5EATRN6, COVERING AND EXTERIOR EXISTING LOT LIGHTS TO REMAIN. VERIFY WITH McDONALD'S CONSTRUCTION MANAGER IF CLEAN /RE_AM OR NO WORK DURING THIS PROJECT. UTILITY INFORMATION AD -13 REMOVE EXISTING EXTERIOR SEATINS. VERIFY SALVAGE) DISPOSAL NTH MCDONA.D5 STOREFRONT. VffUFY NTH MCDONULDS CONSTRICTION MAIAI IF 5ALVA6E OR SANITARY SEVER EXISTING C42611Z TWN HAMMER DISPOSAL. REMOVE EXI51INS CONCRETE AS WZC.E55ARY TO ACCOMMODATE NEW 5P -M E)OSTINS FLAGPOLE TO REMAIN pFROTECT FROM DAMAGE. AD-IS REMOVE EXISTINS PLAYTOY TO ACCOMMODATE BILLOWS FJPAM510N FOR MEN AORK. STORM SEWER ACCESSIBLE EMERIOR WAIKAW AS 5HON4 TO ENSURE A MAXIMUM SLOPE OF 5% IN THE DIRECTION OF TRAVEL t MAXIMUM 15% CRO55 SLOPE. INSTALL MEN IN -LINE CURB RAMPS AS SHOW REFER TO DETAIL R/SDI FOR MOIRE INFORMATION. SLOPE FOR IN-LIE OORB RAMP IN III DIRECTION SHALL BE 8% MAXIMIM AND CRASS SLOPE SHALL 13E NO GREATER THAN 13%, TOP AND BOTTOM LANDINSS TO BE ENTIRE AMOK OF CURB RAMP AND EXTEND 60' MTHOUT EXCEEDING 13% SLOPE IN ANY DIRECTION PROVIDE DETECTABLE WARNIN65 AS NARY PER 101 DIEURE THAT THERE ARE NO CIS AND OF DOOR 6�ATER THAN I/4' OR I/2' NTH BEVEL B THE EXPANSION JOINTS AND TIE DOOR PROVIDE A V ENS ARE A SLIP - RESISTANT BROOM FINISH IN CONCRETE WALKWAY. PROVIDE 1 5'X5' LANDING NS ALL DOORS AND GHIANOVI IN DIRECTION NTH 13% MAX SLOPE 6 ALL EP X I DIRECTIONS. SEE DETAIL TIARA PROVIDE MEW GUARDRAIL AS ° W'!L ENSURE A 60' DEEP X 18' LATCH DEPRI C{F.MANGE, 5ff DETAIL XX/SOI. SEE FLOOR PLAN FOR MORE INFORMATION, 5P -10 PROVIDE MEN SITE i DRIVE -T RU STRIFIN6/ SYMBOLS TO EXTENT 514014. PAINT TO 13E (2) COATS TRAFFIC YELLOA AT DRIVE -TH LI 4 (2) COATS TRAFFIC 1417E AT PARI SEE DETAILS SHEET SDI. BID ALT: SEALCOAT EXISTING ASPHALT TO REMAIN t RESTORE AS SHOW 5P-11 EXI5TIN6 LAND=SCAPE TO RE4AIK TYP. PATCH t REPLANT AS NECESSARY TO ACCOMMODATE DEMOLITION t NEW CONSTRUCTION. RESTORE ANY DISTURBED EXISTING LANDS APING. SEE LAND)50APE DRAMMY FOR MORE I NOWATOII SP-12 MEW LANDSCAPING TO MATCH ADJACENT AT DRIVE -THiU LOCATIONS, ENSURE PLANTINGS NLL NOT IN41BIT VIB9 iOF DRIVE-TRU 516NASE FROM CUSTOMERS. SEE LANDSCAPE MMN65 FOR MORE INFORMATIOK PROTECT STEP SYSTEM AND 6REPSE INTERCEPTOR MANHOLES IFROM DAMAGE DUR1N6 OONUTRUCTIOK 5P -13 INSTALL MEW 6UARDRNL AS SHOW4 AMID PITS AP•15 SEE DETAIL 8/501 t FINISH PER PARKING INFORMATION TBTAL SPADES 34 9' -0' X 191 SPACES O 90' OI AD-18 REMEDIATION OCCIIRS IN ARI5 1- a) ITT G) I m m m f77 ELEVATIONS' 5P -M PAINT EOSTIN6 BOLLARDS (2) COAATS TRAFFIC, YMIOW SEE DETAL 5/0712 FOR MORE INFORMATION. 5P -15 EXISTIN19 HISTORIC PLAQUE TO REMIAIN FROtELT FROM DAMAGE DURING CONSTRUCTION. SP-Ib RNiNR PROTECT FROM DAMAGE (99.1150. Fi) AND READER BOARD (24 50, FT) TO 5P-11 EXI5TINS DIRIBrTIONA. SIGN (4.16 50. FT. EACH) TO REAM. PROTECT FROM DAMAGE 5P-18 INSTALL W$iSTOPS AT LOCATIONNS WM. ENSURE CAR OVERMAN& DOES NOT PROTRUDE INTO THE 44' MN HOE ACCESSIBLE ROUTE. SEE DETAIL 151WI FOR MORE INFORMATION. 34 UTILITY INFORMATION SIZE TYPE LOCATION SANITARY SEVER EXISTING WATER EXISTING 5P -M E)OSTINS FLAGPOLE TO REMAIN pFROTECT FROM DAMAGE. SETBACK SETBACK 5P -20 RELOCATE EXI5TIN51AT LIGHT AS 5I1OW VERIFY EXACT LOCATION NTH MODONALD5 CONSTRUCTION MroNNAGER RFCONN I TO EAS71NS ELECTRIOA_ AS NECESSARY. 5P-21 REMOVE EXISTING TRASH, M31WAP R RACKS t OTHER 517E AMENITIES FOR STORM SEWER EXISTING ELECTRIC -EXISTING GAS EXISTING RELOCATION DUE TO BUILDING EXPANSION. VERIFY EXALT LOCATIONS NTH OME R. ! 5P -21 REMOVE t RELOCATE EXISTIN& SPIRIM0.ER UT1UT' sox AS SHOM VERIFY LOCATION NTH MCDONADMS C 267111 UCTION MANAGER RECONNECT TO EXISTING UTILITIES AS NECESSARY. SURVEY IWDRRNATI13N 5P 23 REMOVE E)OSTIN6 AND PROVIDE HIM 8'-C,` TAU TRASH CORRAL TO PROVDE 2' -0' OF SCRE3UN6 ABOVE REFUSE CONTAIINM AND CONCRETE PAD. SEE SHEET TIA FOR MORE INFORMATION. } It" ' J t,u+ l Y N ?. r sP -z4 REMOVE EASTN& POOP LADDER 1 PROTECT FOR REACATI PER ,gN(15EE 16/,042 FOR MORE INFORMATION, 5P -25 PROPOSED LOADING AREA. SP -26 PROVIDE MEN 3'i' TALL THUS OC41" TALIS PYRAMIDAL SHIRUS TREES AROUND SOUTH ' ..... ! i:.' .. . , P V N , f AND NEST MALLS OF THE NI 7RAI CORRAL. PROVIDE NEK GROUND COVER AS NECESSARY TO MATCH EXI5TIN6. VERIFY SPACING NTH CHAPTER 1790 OF THE YELM MLNCIPAL CODE. L, ,� . , �.: h �u1.i , ), r •;. 5P -17 MEN WALL SCONCE LOCATION ON EVIL FJPPNLiIORJ SP -28 PROVIDE N54 LANDSCAPING &ON& SOUTH PROPERTY LINE P1_ANT5 TO BE NSA 5'-5' THUG OGCIVE NTAL5 PYRAMIDAL SMM7.8 TIRE AND NEW PENS JAPONICA VARIEGATA' ( VARIEGATED PIERI% 5 GAL VE321FY SPACNG NTH CFb1PTER 1190 OF THE YELM PLAN SCALE, I' = 20' MRDCPA. CODE. PROVIDE ADDITIONAL 6ROIIND COVER AS NECESSARY TO MATCH ADJACENT. LANDSCAPE SUBCONTRACTOR TO PROVIDE RECMRRED 1R¢I&ATION TO AREA AND TO BN5UFE IRRI&AnON SYSTEM P05NnVELY PREVENT'' RUNOFF OR OVERSPRAY STREET ADDRESS 505 YELM AVE W ONTO IMPE141EAME AARD5rAPE UNDER ALL CONDITIONS, RE&ARDLE55 OF Am OR 1 EGMUIPMENNT M5A.16HM E NT. LAND50A4PE SUBCONTRACTOR TO LOCATE SPRIH(LER HEADS CITY STATE BASED ON THOROLSH EVALUATION 4OF PM'51CAL, ENVIRONMENTAL AMID HYDIRA IC SITE CUDITIOHS, SPECIFY DRIP 1RRI&AVION FOR ALL ZONES PLANTED IN ONE- 6ALIAN OR YELM W A LAR6ER SIZE, SPECIFY YEAnER- BASED IRRI6AnON CONTROLLERS t SPECIFY CHECK VALVES 101HEREVER NEGE55ARY TO PREVENT LOW -HEAD ORAINAl COUNTY SIGN LEGEND THURSTON SECTION TOWNSHIP RANGE 2 4 17 1 E OA 'YELLOME' GATEWAY 516N (2 NFl44 3350. FT. � 516NAGE EACH) O CUSTOMER ORDER DISPLAY W/ INTEGRAL CANOPY (CAD) (2 N K 3.1 5Q I OF 51GNA6E I _... ___..._1 SITE PLAN 50AI 1' ° 20' °' EACH) O CFO MENU BOARD (2 NEW 369 s,. Fr. EAQH) o PRE -SELL BOARD O NEK 19I 5Q- FT, of 5I6NAI REGIONAL DWG. NO 46-0263 CORPORATE DWG. NOU 13365 0 0 5 10 20 401 O 'ANY LANE, ANY TIFF' BOLLARD (I MEK 2.13 So. FT. OF 516NAGE) IEnol- . = y it u PiRH m U. AW W U v i Zov V ° V OVO <iq $Co`o 0`o` V 5 nmo°p0mo'�5 m � o ova °a o' o c m= E'o � m o a n n '- � � o x9c. CTi B o Vd °JCO�an ®n xC'03p0 °L w =° °ao� w� im° y� oyo�' -mESc V °mxc41 0. ° mo ° it ct�i oao c 6 m0 cnwm` ° V °o °m gx �y' CZOS"°M1 i 2 °I�oppp °,�+ T-Nk W000J 09 Vx SP ®2 I SP ®2 SEC 24, TOWNSHIP 17 N, RANGE 1 E, W.M. At? - 29-00- 1y' N 2 - 50. ..-- -�fliR �. T01 - -�. �.I,m �.� � —___ — __.. -_- _- �tx -_ _- .___ -_ — i�1� =.._ _ee�_:f"'� _ T� ;,� ^_�a_�Tpr -�_ :_ _�._ypf��...r r " __.__ -_ — - ___— _-- .r-- TBA'.- _ _ j > / ki t1jC) -I- -- 1 - I- - -- I - -1- -- P4p err - - — ii I of I I ra - _ 47 I I I I J C - �� �' __ f - - -_ rSS^ -SS _. 'SS i"SS ._SS- 'i'{SS -S `SS �- $S -ASS ->1$T. ' -$Y%' SS U <! _. �l in - - it_. ° a50 .77 3sow- 3`A.52 ,/ CVi I Ii I I. ti pl I v c> ,r w , I C /f t 391 v I I 350 _ -.-- - 349_-0N r - It I 1 # n r v I I � � "S v 5'19' 280 . ..... .. ..... . �a+� _ $ 2 �V GG If l - n r 1, v ,> lffl SOLBERG STREET SE J 0 r ( CALL BEFORE YOU DIG THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL EXISTING UIIUTIES. THE CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING THE UNDERGROUND LOCATE LINE AT (800) 424 -5555 A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATION. } m LEGAL DESCRIPTION LOT 2 OF SHORT SUBDMSION SS -8076 AS RECORDED IN ,3G' 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) F DATUM w HORIZONTAL ° WASHINGTON STATE PLANE COORDINATES, SOUTH ZONE, NAD 1983/91, BASED ON TIES TO THURSTON COUNTY CONTROL MONUMENTS. TAR#837 AND TAR1362 NA�VID 1988 BASED ON TIES TO THURSTON COUNTY CONTROL POINTS TAR#837 AND TAR/362. f TBM PK NAIL SET i' NORTHERLY OF STRIPE END IN SOUTHWEST END OF PARKING LOT. M2C POINT B 101, ELEVATION 349.22 ° I �I, �i WEI I 'p ' o�S��� V inij m « m M 'z { E 0 10 20 SCALE IN FEET 02 -05 -2013 APPROVED FOR CONSTRUCTION BY. DATE: Director of Public Works APPROVAL EXPIRES: a w Q W Q 0 CC 0 wa o �O a ; N Z Z O p W O ::) >� U' A M CL Z I gO1 N U W Y Al2 -282 - x(146 -0263 C -100 UTILITIES NOTE: > > RECORDS PROVIDED BY CLIENT. CONTRACTORS WILL VERIFY o o INFORMATION REGARDING THE LOCATION AND SIZES OF ALL UNDERGROUND UTILITIES BEFORE COMMENCING CONSTRUCTION. o o w z z z O s w 3 s Ln z z�m 3�2 Q w Q N U U) , , Q w 6 63 +� J J i i0 ° °LLa w + + + J z z g g I- o oa,g, Ll.l U U) 3 3 m Q Z w� U0 > Q o oa t L a a s m � � o ry WEI I 'p ' o�S��� V inij m « m M 'z { E 0 10 20 SCALE IN FEET 02 -05 -2013 APPROVED FOR CONSTRUCTION BY. DATE: Director of Public Works APPROVAL EXPIRES: a w Q W Q 0 CC 0 wa o �O a ; N Z Z O p W O ::) >� U' A M CL Z I gO1 N U W Y Al2 -282 - x(146 -0263 C -100 Al2 -282 - x(146 -0263 C -100 I' i I I I 'I `1 'I I I 1 I 0 0 W O � 1 N I 4 I I I SEC 24, TOWNSHIP 17 N, RANGE 1 E, W.M. y s CALL BEFORE YOU DIG THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING THE UNDERGROUND LOCATE LINE AT (800) 424 -5555 A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATION. pv Cc dL EROSION CONTROL LEGEND 0 o - o SILT FENCE 11 INLET PROTECTION - - - - - - . - xx_ - - - - - - - EXISTING MAJOR CONTOUR -- ------ _xx_.._-- --- --- EXISTING MINOR CONTOUR DEMOLITION LEGEND - - - - -. SAWCUT EXISTING ASPHALT AND BASE TO BE REMOVED EXISTING CONCRETE TO BE REMOVED DEMOLITION: ,z 1Q REMOVE STRIPING. _ - v 2� REMOVE CONCRETE CURB AND BACKFILL TO 95% J COMPACTION. i ❑3 SOLBERG STREET SE CD ® SALVAGE LIGHT POLE, DEMO EXISTING FOUNDATION, Eft AND BACKFILL TO 95% COMPACTION. w °w z U 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. pv Cc dL EROSION CONTROL LEGEND 0 o - o SILT FENCE 11 INLET PROTECTION - - - - - - . - xx_ - - - - - - - EXISTING MAJOR CONTOUR -- ------ _xx_.._-- --- --- EXISTING MINOR CONTOUR DEMOLITION LEGEND - - - - -. SAWCUT EXISTING ASPHALT AND BASE TO BE REMOVED EXISTING CONCRETE TO BE REMOVED 10 REMOVE AND SALVAGE RAIN GUARD. DEMO FOUNDATION AND BACKFILL TO 95% COMPACTION. 11 REMOVE AND SALVAGE MENU SIGN. DEMO FOUNDATION AND BACKFILL TO 95% COMPACTION. 12 REMOVE BOLLARD, DEMO FOUNDATION, AND BACKFILL 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. D; 10 20 SCALE IN FEET 02 -05 -2013 APPROVED FOR CONSTRUCTION BY' DATE: Director of Public Works W U 1n Zw U ' Id -j Lin ,U0 ,^ U U1 m F= w 0 I. m z 0 L7 z U 0 Q ry ca ,nom } M W 0 w omw N � 4 W m N yxj Nm33 w�3 >m �a 0 w z S 0 N J 75 Bali0 a � O " sill sm s M m M N Ao N I10� SIT DEMOLITION: ,z 1Q REMOVE STRIPING. 2� REMOVE CONCRETE CURB AND BACKFILL TO 95% J COMPACTION. _ ❑3 REMOVE CONCRETE. CD ® SALVAGE LIGHT POLE, DEMO EXISTING FOUNDATION, Eft AND BACKFILL TO 95% COMPACTION. w °w z U 50 REMOVE SANITARY SEWER PIPE AND BACKFILL TO n 95% COMPACTION. © REMOVE AND SALVAGE MCDONALDS DRIVE -THRU L.U1 J U SIGN. DEMO FOUNDATION AND BACKFILL TO 95% COMPACTION. Z wa Q7❑ �w REMOVE AND SALVAGE DRIVE -THRU MAXIMUM Of HEIGHT POLE. DEMO FOUNDATION AND BACKFILL TO CK 95% COMPACTION. J LU 8Q ADJUST IRRIGATION CONTROL VALVE LID TO PROPOSED GRADE. L7 it 9� REMOVE AND SALVAGE SPEAKER. DEMO FOUNDATION IE 3 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. D; 10 20 SCALE IN FEET 02 -05 -2013 APPROVED FOR CONSTRUCTION BY' DATE: Director of Public Works W U 1n Zw U ' Id -j Lin ,U0 ,^ U U1 m F= w 0 I. m z 0 L7 z U 0 Q ry ca ,nom } M W 0 w omw N � 4 W m N yxj Nm33 w�3 >m �a 0 w z S 0 N J 75 Bali0 a � O " sill sm s M m M N Ao N I10� SIT Al2 -282 - /46 -0263 C -200 ,z Z J w0- w °w z U n - LkJ 0 Q 1 Z J U < s o� wa �w Of zo CK w Z L7 it } Z IE 3 j 0 Q § k Q -i k an m d p O NO aCLZ ee+° IoQw0 N U k- U p Al2 -282 - /46 -0263 C -200 EROSION CONTROL NOTES: SILT FENCE 1. FILTER FABRIC SHALL BE PURCHASED IN A CONTINUOUS ROLL CUT TO THE LENGTH OF THE BARRIER TO AVOID USE OF JOINTS. WHEN JOINTS ARE NECESSARY, FILTER CLOTH SHALL BE SPLICED TOGETHER ONLY AT A SUPPORT POST, WITH A MINIMUM 6 -INCH OVERLAP, AND SECURELY FASTENED AT BOTH ENDS TO POST. 2. POSTS SHALL BE SPACED A MAXIMUM OF 6 FEET APART AND DRIVEN SECURELY INTO THE GROUND (MINIMUM OF 30 INCHES). 3. A TRENCH SHALL BE EXCAVATED APPROXIMATELY 8 INCHES WIDE AND 12 INCHES DEEP ALONG THE LINE OF POSTS AND UPSLOPE FROM THE BARRIER. 4. WHEN STANDARD STRENGTH FILTER FABRIC IS USED, A WIRE MESH SUPPORT FENCE SHALL BE FASTENED SECURELY TO THE UPSLOPE SIDE OF THE POSTS USING HEAVY -DUTY WIRE STAPLES AT LEAST 1 INCH LONG, TIE WIRES OR HOG RINGS. THE WIRE SHALL EXTEND INTO THE TRENCH A MINIMUM OF 4 INCHES AND SHALL NOT EXTEND MORE THAN 36 INCHES ABOVE THE ORIGINAL GROUND SURFACE. 5. HE STANDARD STRENGTH FILTER FABRIC SHALL BE STAPLED OR WIRED TO THE FENCE, AND 20 INCHES OF THE FABRIC SHALL BE EXTENDED INTO THE TRENCH. THE FABRIC SHALL NOT EXTEND MORE THAN 36 INCHES ABOVE THE ORIGINAL GROUND SURFACE. FILTER FABRIC SHALL NOT BE STAPLED TO EXISTING TREES. 6. WHEN EXTRA - STRENGTH FILTER FABRIC AND CLOSER POST SPACING IS USED, THE WIRE MESH SUPPORT FENCE MAY BE ELIMINATED. IN SUCH A CASE, THE FILTER FABRIC IS STAPLED OR WIRED DIRECTLY TO THE POSTS WITH ALL OTHER PROVISIONS OF ABOVE NOTES APPLYING. 7. FILTER FABRIC FENCES SHALL NOT BE REMOVED BEFORE THE UPSLOPE AREA HAS BEEN PERMANENTLY STABILIZED. 8. FILTER FABRIC FENCES SHALL BE INSPECTED IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL ANY REQUIRED REPAIRS SHALL BE MADE IMMEDIATELY. TRIANGULAR SEDIMENT FILTER DIK S• 1. IF THE SLOPE EXCEEDS 10 PERCENT, THE LENGTH OF THE SLOPE ABOVE THE DIKE SHALL BE LESS THAN 50 FEET. 2. ALL DIKES SHALL BE PLACED ON THE CONTOUR AND SHALL BE PLACED IN A ROW WITH THE ENDS TIGHTLY ABUTTING THE ADJACENT DIKE. FILTER MATERIAL SHALL LAP OVER ENDS 6 INCHES TO COVER DIKE TO DIKE JUNCTION; EACH JUNCTION SHALL BE SECURED BY SHOAT RINGS. 3. IN GENERAL, EACH SIDE OF THE TRIANGLE SHALL BE A MINIMUM OF 18 INCHES. 4. NONWOVEN POLYPROPYLENE, POLYETHYLENE OR POLYAMIDE GEOTEXTILE FABRIC MAY BE USED AS FILTER MATERIAL THIS MATERIAL SHALL HAVE A MINIMUM UNIT WEIGHT OF FOUR AND ONE -HALF (4.5) OUNCES PER SQUARE YARD, MULLIN BURST STRENGTH EXCEEDING 250 PSI, ULTRAVIOLET STABILITY EXCEEDING 70 PERCENT, AND EQUIVALENT OPENING SIZE EXCEEDING 40. THE FABRIC COVER AND SKIRT SHALL BE A CONTINUOUS WRAPPING OF THE FABRIC; THE SKIRT SHALL BE A CONTINUOUS EXTENSION OF THE UPSTREAM FACE. INLET PROTECTION 1. PLACE CONCRETE BLOCKS LENGTHWISE ON THEIR SIDES IN A SINGLE ROW AROUND THE PERIMETER OF THE INLET, SO THAT THE OPEN ENDS FACE OUTWARD, NOT UPWARD. THE ENDS OF ADJACENT BLOCKS SHALL ABUT. THE HEIGHT OF THE BARRIER CAN BE VARIED, DEPENDING ON DESIGN NEEDS, BY STACKING COMBINATIONS OF BLOCKS THAT ARE 4 INCHES, AND 12 INCHES WADE. THE ROW OF BLOCKS SHALL BE AT LEAST 12 INCHES BUT NO GREATER THAN 24 INCHES HIGH. 2. PLACE WIRE MESH OVER THE OUTSIDE VERTICAL FACE (OPEN END) OF THE CONCRETE BLOCKS TO PREVENT STONE FROM BEING WASHED THROUGH THE BLOCKS. USE HARDWARE CLOTH OR COMPARABLE WIRE MESH WITH 1/2 -INCH OPENINGS. 3. PILE STONE AGAINST THE WIRE MESH TO THE TOP OF THE BLOCKS. USE 3/4-TO 3 -INCH GRAVEL 4. PLACE WIRE MESH OVER THE DROP INLET SO THAT THE WIRE EXTENDS A MINIMUM OF 1 FT BEYOND EACH SIDE OF THE INLET STRUCTURE. USE HARDWARE CLOTH OR COMPARABLE WIRE MESH WITH 1/2 -INCH OPENINGS. IF MORE THAN ONE STRIP OF MESH IS NECESSARY, OVERLAP THE STRIPS. PLACE FILTER FABRIC OVER WIRE MESH. 5. PLACE 3/4 -INCH GRAVEL OVER THE WIRE MESH, THE DEPTH OF STONE SHALL BE AT LEAST 12 INCHES OVER THE ENTIRE INLET OPENING. EXTEND THE STONE BEYOND THE INLET OPENING AT LEAST 18 INCHES ON ALL SIDES. 6. IF THE STONE FILTER BECOMES CLOGGED WITH SEDIMENT, THE STONES MUST BE PULLED AWAY FROM THE INLET AND CLEANED OR REPLACED. EROSION CONTROL BLANKETS., 1. WHERE SOIL IS HIGHLY ERODIBLE, NET SHALL ONLY BE USED IN CONJUNCTION WITH AN ORGANIC MULCH SUCH AS STRAW AND WOOD FIBER. 2. JUTE NET SHALL BE HEAVY, UNIFORM CLOTH WOVEN OF SINGLE JUTE YARN, WHICH IF 36 TO 48 INCHES WIDE SHALL WEIGH AN AVERAGE OF 1.2 LBS/LINEAR YARD. IT MUST BE SO APPLIED THAT IT IS IN COMPLETE CONTACT WITH THE SOIL. 3. NETTING SHALL BE SECURELY ANCHORED TO THE SOIL WITH NO. 11 GAUGE WIRE STAPLES AT LEAST 6 INCHES LONG. TEMPORARY DIKES AND SWALFS• 1. SEED AND MULCH SHALL BE APPUED WITHIN 5 DAYS OF DIKE CONSTRUCTION (SEE VEGETATION). 2. THE UPSLOPE SIDE OF THE DIKE SHALL PROVIDE POSITIVE DRAINAGE TO THE DIKE OUTLET. 1 NO EROSION SHALL OCCUR AT THE DIKE OUTLET. PROVIDE ENERGY DISSIPATION MEASURES AS NECESSARY. 4. SEDIMENT LADEN RUNOFF MUST BE RELEASED THROUGH A SEDIMENT TRAPPING FACILITY SUCH AS A POND, TRAP, OR SILT FENCE AS APPROPRIATE TO DRAINAGE AREA SIZE. CHECK DAMS: 1. THE MAXIMUM SPACING BETWEEN THE DAMS SHALL BE SUCH THAT THE TOE OF THE UPSTREAM DAM IS AT THE SAME ELEVATION AS THE TOP OF THE DOWNSTREAM DAM. 2. ROCK CHECK DAMS SHALL BE CONSTRUCTED OF 2 -TO 4 -INCH DIAMETER ROCK. THE ROCK MUST BE PLACED BY HAND OR MECHANICAL PLACEMENT (NO DUMPING OF ROCK TO FORM DAM) TO ACHIEVE COMPLETE COVERAGE OF THE DITCH OR SWALE AND TO INSURE THAT THE CENTER OF THE DAM IS LOWER THAN THE EDGES. CALL BEFORE YOU DIG THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING THE UNDERGROUND LOCATE LINE AT (800) 424 -5555 A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATION. SEC 24, TOWNSHIP 17 N, RANGE 1 E, W.M. EROSION CONTROL NOTES - cont'd: 3. LOG CHECK DAMS SHALL BE CONSTRUCTED OF 4- TO 6 -INCH DIAMETER LOGS. THE LOGS SHALL BE EMBEDDED INTO THE SOIL AT LEAST 18 INCHES. 4. IN THE CASE OF GRASS -LINED DITCHES AND SWALES, CHECK DAMS SHALL BE REMOVED WHEN THE GRASS HAS MATURED SUFFICIENTLY TO PROTECT THE DITCH OR SWALE. THE AREA BENEATH THE CHECK DAMS SHALL BE SEEDED AND MULCHED IMMEDIATELY AFTER DAM REMOVAL 5. CHECK DAMS SHALL BE CHECKED FOR SEDIMENT ACCUMULATION AFTER EACH SIGNIFICANT RAINFALL SEDIMENT SHALL BE REMOVED WHEN IT REACHES ONE HALF OF THE ORIGINAL DAM HEIGHT OR BEFORE. CONSTRUCTION ENTRANCES 1. MATERIAL SHALL BE 4" TO 6" QUARRY SPALLS AND MAY BE TOP- DRESSED WITH 1" TO 3" ROCK. (STANDARD SPECIFICATIONS). 2. THE ROCK PAD SHALL BE AT LEAST 12 INCHES THICK AND 100 FEET LONG. WIDTH SHALL BE THE FULL WIDTH OF THE VEHICLE INGRESS AND EGRESS AREA. SMALLER PADS MAY BE APPROVED FOR SINGLE- FAMILY RESIDENTIAL AND SMALL COMMERCIAL SITES. 3. ADDITIONAL ROCK SHALL BE ADDED PERIODICALLY TO MAINTAIN PROPER FUNCTION OF THE PAD. 4. IF THE PAID DOES NOT ADEQUATELY REMOVE THE MUD FROM THE VEHICLE WHEELS, THE WHEELS SHALL BE HOSED OFF BEFORE THE VEHICLE ENTERS A PAVED STREET. THE WASHING SHALL BE DONE ON AN AREA COVERED WITH CRUSHED ROCK AND WASH WATER SHALL DRAIN TO A SEDIMENT RETENTION FACILITY OR THROUGH SILT FENCE. GENERAL EROSION CONTROL NOTES: 1. CONTRACTOR TO FOLLOW EROSION CONTROL PRACTICES OUTLINED IN THE STORMWATER DRAINAGE MANUAL FOR CITY OF 'YELM AND THE DRAINAGE DESIGN AND EROSION CONTROL MANUAL THURSTON COUNTY, WASHINGTON. IF A CONFLICT EXISTS BETWEEN THE MANUALS, THE MOST STRINGENT SHALL PREVAIL 2. EROSION CONTROL MEASURES ARE NOT LIMITED TO THE ITEMS ON THESE PLANS. THE CONTRACTOR IS RESPONSIBLE FOR THE INSTALLATION AND MAINTENANCE OF ALL EROSION CONTROL MEASURES. NO SILTATION OF (' EXISTING OR PROPOSED DRAINAGE FACILITIES SHALL BE ALLOWED. CARE SHALL BE TAKEN TO PREVENT MIGRATION U...1 °- S)ILTS TO Off -SITE PROPERTIES. 3. EROSION ICONTROL 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 SIT1E, 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 RESPONSIE3LE FOR IMPLEMENTATION, MAINTENANCE, REPLACEMENT, AND ADDITIONS TO THE SYSTEM AS REQUIRED BY THE OWNER, THE ENGINEER, OR THE CITY OF YELM. 5. CONTRACTOR TO FOLLOW WASTE DISPOSAL GUIDELINES AS OUTLINED IN THE STORMWATER DRAINAGE MANUAL FOR CITY OF YELM. 6. THE CONTRACTOR SHALL MAKE A DAILY SURVEILLANCE OF ALL EROSION CONTROL MEASURES AND MAKE ANY NECESSARY REPAIRS OR ADDITIONS TO THE EROSION CONTROL MEASURES AS REQUIRED. THE CONTRACTOR SHALL PROVIDE ADDITIONAL EROSION CONTROL MEASURES AS DETERMINED NECESSARY BY THE INSPECTOR AND /OR PROJECT ENGINEER. FAILURE TO COMPLY WITH ALL LOCAL AND STATE EROSION CONTROL REQUIREMENTS MAY RESULT IN CIVIL PENALTIES BEING LEVIED AGAINST THE CONTRACTOR. 7. DURING THE WET SEASON (OCTOBER 1 THROUGH APRIL 30 INCLUSIVE), ALL DISTURBED SOILS SHALL BE STABILIZED WITHIN 48 HOURS AFTER STOP OF WORK. EROSION CONTROL MEASURES SHALL INCLUDE, BUT ARE NOT LIMITED TO, COVERING THE AFFECTED AREA INCLUDING SPOIL PILES WITH PLASTIC SHEETING, STRAW MATTING, JUTE MATTING, STRAW MULCH, OR WOOD CHIPS. SEEDING OF THE DISTURBED AREAS SHALL TAKE PLACE AS WEATHER PERMITS. 8. THE CITY OF YELM AND THE ENGINEER WILL OBSERVE THE SITE ON A REGULAR BASIS. ADDITIONAL MEASURES MAY BE REQUIRED TO CORRECT/PREVENT EROSION /SILTATION PROBLEMS. 9. CLEARING )AND GRADING LIMITS SHALL BE STAKED IN THE FIELD BEFORE EXCAVATION, 10. ALL STORMY DRAINAGE INLETS RECEIVING RUNOFF FROM THE PROJECT DURING CONSTRUCTION SHALL BE PROTECTED i 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 DOWATERING DEVICES SHALL BE DISCHARGED IN A MANNER THAT WALL 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 PUIBLIC 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 DISTURIBED AREAS TO BE HYDROSEEDED WITH EROSION CONTROL SEED MIX. INCLUDING BUT NOT LIMITED TO ROADWAY EIMBANKMENTS, SHOULDERS, UTILITY EASEMENTS, STAGING AREAS, CONSTRUCTED WETLANDS AND CUT/FILL SLOPES, 16. ALL SEEDEDi OR SODDED AREAS SHALL BE CHECKED REGULARLY TO ENSURE VEGETATIVE COVERAGE IS COMPLETE. AREAS SHAILL BE REPAIRED, RESEEDED, AND FERTILIZED AS REQUIRED. 17. TO MAINTAIN) FUNCTION, FILTERS SHALL BE REMOVED AND CLEANED OR REPLACED AFTER EACH STORM EVENT. CONTACT THE JURISDICTION TO DETERMINE ITS ACCEPTANCE OF SPECIFIC FILTER PRODUCTS, PRIOR TO INSTALLATIOIN. 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 TRtANSPORT. 19. ALL TEMPORARY EROSION CONTROL MEASURES SHALL BE REMOVED WITHIN 30 DAYS AFTER FINAL SITE STABIUZATION HAS BEEN ACHIEVED OR AFTER THE MEASURES ARE NO LONGER NEEDED. SEDIMENT COLLECTED IN TRAPS, PONIDS, 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. FRAME OVERFLOW BYPASS SEDIMENT AND DEBRIS A \ FILTERED WATER CROSS SECTION ' NOT TO SCALE GRATE SYSTEM \-OVERFLOW BYPASS GEOTEXTLE CB FILTER, PER MANUFACTURER'S SPECIFICATIONS ISOMETRIC VIEW NOT TO SCALE DATE: 02J2007 STORM DRAIN INLET PROTECTION w/ CB FILTERS DATE. 022007 JOINTS IN FILTER FABRIC SHALL BE SPLICED AT POSTS. USE STAPLES, WIRE RINGS OR EQUIVALENT TO ATTACH FABRIC TO POSTS FILTER FABRIC MATERIAL, 60" WIDE ROLLS, USE STAPLES OR WIRE RINGS TO ATTACH FABRIC TO WIRE 2 "x2 "x14 Go WIRE FABRIC OR EQUIVALENT, IF I STANDARD STRENGTH FABRIC USED I-- Il l 1.r 0 tV II �� u BURY BOTTOM OF FILTER IF MATERIAL IN 4"X4" MIN TRENCH 4 "x4" MIN TRENCH, PROVIDE 6' -0" MAX 3/4" TO 1 -i/2" WASHED POST SPACING MAY BE INCREASED TO 8' IF WARE BACKING IS USED ROCK OR NATIVE BACKFILL 2 "X2" WOOD POSTS, STEEL FENCE POSTS, OR EQUIVALENT SILT FENCE 4\ r m O F a U w 0 0 J g25fl ° U) y - All °1 °°° c °1I O ASS° €:s vg�a Ej98��3�5 g.� 0 LL L n m z 0 W z 0 on x Z W U 3m �2 0 e ' ir a J a o w O w e3 N pmw V = a Z u J W m N y=j -� z 30333 0 ? °3 U U �a 0 f^ w N/ a Yw- O� J I u t o I ry J g25fl ° U) y - All °1 °°° c °1I O ASS° €:s vg�a Ej98��3�5 g.� LL L n 0 z O Q 'F CL J W O O,,5D-JA,? L (� WASN�ry 1� O OF zN Yw- O� J 69 RFGISTf0.'c� I G'l2 FSSt m LL O EN ONAL N O a V) Oo n 02 -05 -2013 F lz O N Q U 1 CC z W Q 00 APPROVED FOR CONSTRUCTION BY DATE: Al2 -282 -1146 -0263 Dre idoro( Public Works p APPROVAL C1 C -201 SEC 24, TOWNSHIP 17 N, RANGE 1 E, W.M. LEGEND PROPERTY LINE PROPOSED BUILDING ® HANDICAP PARKING ` r ® UAL SLOPE BLOCK MOUNTABLE CURB ( .._..._.343 . - ----- - .3ag.. STA: 10 +60.39 - _..._ ...r._ _7c: _ x>t`..__�. 'rer' -- _.___.._.�_:�T � -� f 401 -- ' l ' FF STA: 10+39.89 OFF: 165.23 LL- l OFF: 165.11' LT "" A 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. 310.04' CROSSWALK CONCRETE /SIDEWALK ASPHALT PAVING 3v i � I I I 11 i l I _o LU VJ ! Z L LJJ s � i 0 i i I I N: 594734.56 E: 1113023.70 i 10 20 SCALE IN FEET 02 -05 -2013 APPROVED FOR CONSTRUCTION BY: DATE. Director of Public Works APPROVAL % EXPIRES: ml esg . F o-. o us x oS � 8S MA C ow W O o W �a m � Z O WZ_ S zw U 3°0 0 dA°u Q x LLJ i d (] U C 6 J J - Z ON _ (Y O q J N ° .2 F 9 w m N y � N 3 m 3 Z w03 > U0 U �a 0 N W l7 Q C u i o S N esg . F o-. o us x oS � 8S MA C ow W o ^ �a � LLJzo 0V) 0 3 Z �J j M C4 x LLJ i d (] U F J - Z ON _ (Y O q p Al2 -282 - #46 -0263 C -300 SEC 24, TOWNSHIP 17 N, RANGE 1 E, W.M. 0 ty � �I <n' tyl A END BEGIN 1 3N19.91 349.67 FQ FG o Al BEGIN 11iYn""" 349.32 a ° �,' 6- THICKEN EDGE SIDEW�LK r ' 350.42 F II ! FG -350.07 i 350.46 F,` ! 350.48 F 1\350.47 j 350.57 350.49 F 350.98 TC 35097 T 350.52 TC , r� ED 349.6 n d 350.04 F t l Q FG oo \' N ( 349.90 35D.2 ! .350.5 351.67 e TC ° 350.99 TC N oo 0 t' FG FG '..; FG EG = 350.47 F ' 350 96 TC i � y <Ao° FG ° 349.7 ; - 351.0 a.. s s - - - -sa ss - -. f FG9.48..° t FG e -_ SS �( -i�._ `SSA' -`5S --'S5 _ S _�__ S° ' - -SS e a 'o o e00000 t, °10 e , �- - - a ° -7 °3% 0 350.57 F - -8.0 349 89 350.1 - 5 ` /- / -/ % / -� _,%��i - ..L�/_i i / /r 351.02 j 35010 F - - IM. FG0011� I, FG i;350 EG / , / //'/ /: 350281 j FG. FG in 351.54 v, i d r'/ I 350.28!1 l FG 34969 °��1 'D I FG FINISHED FLOOR ,. ELEV = 351.02' 6349.8 f , FG a ° Qy' ,J IL1 X351.0 350.0 350.3 ( ✓ o_ /y'rtf / l TC ? a= FG 1 END 350.5 350.00 X I I n° _ ---.i`''ii `,,i/ I I v I -j FG fo 349.0 0 5�0 @. / - 350.14 ° F&I ® 4 o - FG FG 350.6 350.78 EGo - -° -A .. EGo 350.19 � - 0. v 35081 o FG 1 i 349 - --' _ t - - �r -- - -- ---�- ......- _ ... .__...349 _._ - -- - -- t; ME- CIO /-� �/} 1 END , V% - E E _._ - n /(/( (/ � -Ep 1 tt V _ _ �Ct _'_ - ICE - ?; #, u/ n r 2 BEGIN or _ _ c- -- Z_^34 .6 1 ._3aa 1 P` Ac�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. LEGEND - - - - - - - -ka- - - - - - - - - EXISTING MAJOR CONTOUR - _-- __._xk._....____.. EXISTING MINOR CONTOUR AN l XX PROPOSED MINOR CONTOUR - - - - - - - - - - GRADE BREAK XxXia SPOT ELEVATION ,r SLOPE LABEL EG EXISTING GRADE FG FINISHED GRADE TC TOP OF CURB 3 i NU r 4 Q CO eo y S 4 Y V "7 S' V h f V SOLBERG STREET SE 1 P` Ac�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. DRAINAGE NOTE: CONNECT NEW FOOTING AND ROOF DRAINS TO EXISTING SYSTEM. DRAINAGE KEY NOTES: Lo 1Q INSTALL EXTRUDED CURB PER DETAIL ON SHEET C -401 Q' Uj 2l INSTALL CEMENT CONCRETE BARRIER CURB PER CITY OF YELM STANDARD DRAWING NO 4-13 ON SHEET C -401. W Z U-1 �C DRAINAGE SUMMARY: TOTAL AREA: 37,500 SQUARE FEET (0.861 ACRES) EXISTING CONDITIONS: EX. BUILDING: 2,587 SF (0.059 ACRES) EX. PAVEMENT: 21,224 SF (0.487 ACRES) EX. CONCRETE SIDEWALKS .' ACRES) TOTAL EX. IMPERVIOUS: 24,67 (0.567 ACRES) TOTAL EX, PERVIOUS: 12,8224 (0.294 ACRES) DEVELOPED CONDITIONS: EX. BUILDING: 2,587" �F (0.059 ACRES) BUILDING ADDITION: 76AF (0.017 ACRES) DEMO'D LANDSCAPE / NEW IMPERVIOUS: 1,271 -9 (0.029 ACRES) EX. PAVEMENT TO REMAIN: 19,187 SF (0.440 ACRES) CONCRETE SIDEWALKS: 867 SF (10 20 ACRES) TOTAL DEV. IMPERVIOUS: 24,674a (0.566 ACRES) EX. LANDSCAPE TO BE REPLACED: 498 SF (0.011 ACRES) DEMO'D IMPERVIOUS / NEW LANDSCAPE: 1,275 SF (0.029 ACRES) EX. LANDSCAPE TO REMAIN: 11.053 SF (0254 ACR TOTAL DEV. PERVIOUS: 12,826,S"0.294 ACRES) ADDITIONAL DETENTION AND WATER QUALITY IS NOT REQUIRED. THE PROPOSED IMPROVEMENTS DECREASE THE AMOUNT OF IMPERVIOUS SURFACING BY 4 SQUARE FEET, HENCE ADDITIONAL DETENTION IS NOT REQUIRED. THE AMOUNT OF POLLUTION GENERATING IMPERVIOUS SURFACING HAS BEEN DECREASE BY 766 SQUARE FEET, HENCE ADDITIONAL WATER QUALITY IS NOT REQUIRED. I 5: DATUM: HORIZONTAL WASHINGTON STATE PLANE COORDNATES, SOUTH ZONE, HAD 1983/91, BASED ON LIES TO THURSTON COUNTY CONTROL MONUMENTS TARP37 AND TAR#362 NAVD 190 RASED ON TIES TO THURSTON COUNTY CONTROL POINTS TAR#837 AND TARFT62. TBM PK NAT. SET V NORTHERLY OF STRIPE END IN SOITHHEST END OF PARMNG LOT. M2C POINT 1101, ELEVATION 349.22 It 10 20 SCALE IN FEET 02 -05 -2013 APPROVED FOR CONSTRUCTION BY' DATE: Director of Public Works Y I m N N Z 0 Wz U Z w 3 °2 U allo Q It cm� It ' N pmw -� LL a F otiw 7 f°NV=i In Nm?� � o U >M3 U oa N w a z o � g S M N g 9-a J_ c to s-- I s 'O iE 6 8ig O g LEGEND - - - - - - - -ka- - - - - - - - - EXISTING MAJOR CONTOUR - _-- __._xk._....____.. EXISTING MINOR CONTOUR AN PROPOSED MAJOR CONTOUR XX PROPOSED MINOR CONTOUR - - - - - - - - - - GRADE BREAK XxXia SPOT ELEVATION X% SLOPE LABEL EG EXISTING GRADE FG FINISHED GRADE TC TOP OF CURB DRAINAGE NOTE: CONNECT NEW FOOTING AND ROOF DRAINS TO EXISTING SYSTEM. DRAINAGE KEY NOTES: Lo 1Q INSTALL EXTRUDED CURB PER DETAIL ON SHEET C -401 Q' Uj 2l INSTALL CEMENT CONCRETE BARRIER CURB PER CITY OF YELM STANDARD DRAWING NO 4-13 ON SHEET C -401. W Z U-1 �C DRAINAGE SUMMARY: TOTAL AREA: 37,500 SQUARE FEET (0.861 ACRES) EXISTING CONDITIONS: EX. BUILDING: 2,587 SF (0.059 ACRES) EX. PAVEMENT: 21,224 SF (0.487 ACRES) EX. CONCRETE SIDEWALKS .' ACRES) TOTAL EX. IMPERVIOUS: 24,67 (0.567 ACRES) TOTAL EX, PERVIOUS: 12,8224 (0.294 ACRES) DEVELOPED CONDITIONS: EX. BUILDING: 2,587" �F (0.059 ACRES) BUILDING ADDITION: 76AF (0.017 ACRES) DEMO'D LANDSCAPE / NEW IMPERVIOUS: 1,271 -9 (0.029 ACRES) EX. PAVEMENT TO REMAIN: 19,187 SF (0.440 ACRES) CONCRETE SIDEWALKS: 867 SF (10 20 ACRES) TOTAL DEV. IMPERVIOUS: 24,674a (0.566 ACRES) EX. LANDSCAPE TO BE REPLACED: 498 SF (0.011 ACRES) DEMO'D IMPERVIOUS / NEW LANDSCAPE: 1,275 SF (0.029 ACRES) EX. LANDSCAPE TO REMAIN: 11.053 SF (0254 ACR TOTAL DEV. PERVIOUS: 12,826,S"0.294 ACRES) ADDITIONAL DETENTION AND WATER QUALITY IS NOT REQUIRED. THE PROPOSED IMPROVEMENTS DECREASE THE AMOUNT OF IMPERVIOUS SURFACING BY 4 SQUARE FEET, HENCE ADDITIONAL DETENTION IS NOT REQUIRED. THE AMOUNT OF POLLUTION GENERATING IMPERVIOUS SURFACING HAS BEEN DECREASE BY 766 SQUARE FEET, HENCE ADDITIONAL WATER QUALITY IS NOT REQUIRED. I 5: DATUM: HORIZONTAL WASHINGTON STATE PLANE COORDNATES, SOUTH ZONE, HAD 1983/91, BASED ON LIES TO THURSTON COUNTY CONTROL MONUMENTS TARP37 AND TAR#362 NAVD 190 RASED ON TIES TO THURSTON COUNTY CONTROL POINTS TAR#837 AND TARFT62. TBM PK NAT. SET V NORTHERLY OF STRIPE END IN SOITHHEST END OF PARMNG LOT. M2C POINT 1101, ELEVATION 349.22 It 10 20 SCALE IN FEET 02 -05 -2013 APPROVED FOR CONSTRUCTION BY' DATE: Director of Public Works Y I m N N Z 0 Wz U Z w 3 °2 U allo Q It cm� It ' N pmw -� LL a F otiw 7 f°NV=i In Nm?� � o U >M3 U oa N w a z o � g S M N g 9-a J_ c to s-- I s 'O iE 6 8ig O g Al2 -282 - #46 -0263 C -400 I- 3N a�N w p w w O w a Q co Z $$ 3 w zM o; m O N Al2 -282 - #46 -0263 C -400 I- n w w w O w a Q co Z $$ 3 w zM o; m O N 0 z Q Q 3 NU O z Q CO eo y Al2 -282 - #46 -0263 C -400 SEC 24, TOWNSHIP 17 N, RANGE 1 E, W.M. LEGEND — SS—►— SANITARY SEWER LINE --- ss -- - - - ss — EXISTING SANITARY SEWER UNE ° ( ; KEY NOTES: i �.. 1Q REMOVE PUMP PACKAGE FROM EXISTING L � I I � STEP TANK. EXISTING STEP TANK TO n ° ° ( ( ( ( j __ -- I �• t t EXISTING POUMP CONTROL EXTEND OPMPSITS/CIRCUITS TO NEW STEP TANK ©�� RELOCATE EXISTING PUMP PACKAGE AND z ACV ii INSTALL IN NEW STEP TANK. � � I �I INSTALL NEW ST P TANK. SEE DETAILS II ® RECONNECT STEP TANK SERVICE LINE. SERVICE VALVE BOX AND APPURTENANCES f��/� PROTECTEX.SDE SEWER. IF CONFLICT I" Ii JA A/9 ]A lUO i' li EXISTS, CONTACT DESIGN TEAM. © ❑ ❑ i © PROTECT EX. GREASE INTERCEPTOR AND II © © fi' '��`�,. 1� CONNECTIONS. IMAM o You II .I I ° EX IE: 346.02 ° LU r" ICI ° ------ ---_ s9 ----- ss- ----- S - - ss � 1 ° ° ° -` >• ° LL ° / i{ Q w ij / y ° ° EO� IF _ EXISTING I GREASE 1 ' INTERCEPTOR I p it i I Ilx FF ELEV= 351.02' i dal �i i 31`' �I IE: 345.27 n 29 LF 6' RVC SDR 35 ..� ,> ° ° ° / fA I�� I El SANITARY R ® e .A ® ga s I S IE: 344.69 0 if ° ° ° i5 — _ -- — 4 / I DRl I/E 10E— — STEP NOTE: CIVIL CONSTRUCTION DOCUMENTS TO INCLUDE: 30 -C NTROLP A NN€LNDUIT 11-M U of roe -- - '! -HOSE BIB A - -.. -- / . _ - GENERATOR SWITCH u T 34 ,g C .. ............ ..__...._ �t , � _.. -.. -._ -- ' .r S aC2 °I4" Y Z�QGG' ------------------ 4 LF 1 SANITARY SEWER SERVICE LINE - - '7 v r SOLBERG STREET SE _ _ CALL BEFORE YOU DIG THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL EXISTING UTIUTIES. THE CONTRACTOR SHALL VERIFY ALL UTIUTY LOCATIONS PRIOR TO CONSTRUCTION BY CAWNG THE UNDERGROUND LOCATE LINE AT (800) 424 -5555 A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATION. /i F 1 Y Im al r� 0 aI0 0 N SCALE IN FEET m z 0 W z U < x W U_ 3°2 OQ ary0 Q i a m 0 w W w ��03 0_ f m w .1aw ti In m -x uo z 3 of wny Roos, U U oa STEP NOTE: CIVIL CONSTRUCTION DOCUMENTS TO INCLUDE: 30 -C NTROLP A NN€LNDUIT 11-M U of roe -- - '! -HOSE BIB A - -.. -- / . _ - GENERATOR SWITCH u T 34 ,g C .. ............ ..__...._ �t , � _.. -.. -._ -- ' .r S aC2 °I4" Y Z�QGG' ------------------ 4 LF 1 SANITARY SEWER SERVICE LINE - - '7 v r SOLBERG STREET SE _ _ CALL BEFORE YOU DIG THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL EXISTING UTIUTIES. THE CONTRACTOR SHALL VERIFY ALL UTIUTY LOCATIONS PRIOR TO CONSTRUCTION BY CAWNG THE UNDERGROUND LOCATE LINE AT (800) 424 -5555 A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATION. /i F 1 Y Im al r� 0 aI0 r8 0 In 8 litR g ve$ 8 _ e o•s Z:2 m' eo m 0 10 20 0 N SCALE IN FEET m z 0 W z U < x W U_ 3°2 OQ ary0 Q i a m 0 w W w ��03 0_ m w .1aw ti In m -x uo z 3 of wny Roos, U U oa i u, Q o � 9 C S Q N r8 0 In 8 litR g ve$ 8 _ e o•s Z:2 m' eo m 0 10 20 I j SCALE IN FEET Q < 3 OQ 0_ 0 3 of wny Roos, i Z z 9 C Q O�SSRELrs6r � A g TONAL i N 0 Z J s n 02 -05 -20/3 C*4 (.2 APPROVED FOR CONSTRUCTION - /48 -0263 BY. DATE: Director of Public Works O C-500 APPROVAL EXPIRES: At,L STEP TANKS SHALL BE H -20 LOAD RATED TANKS. THIS POLICY SHALL TAKE EFFECT ON MAY 31, 2007. i FINISHEO GRADE /--WATER TIGHT .LID 21 "0 MIN.PVC RISER WITH WATER TIGHT LID'" 14 GAUGE TONING WIRE TO SS COQ V -1 6" MIN VARIES JDELETE BAFFLE FOR A 3000 GALLON TANK UTI ZED AS A TRIPLEX PUMP VAULT. 2. THE OWNER WILL REVIEW TOLERANCES. IN CESS OF DIMENSIONS SHOWN. 3, THE TRIPLEX PUMP VAULT REQUIRES VAULTS AND TWO COMPLETE RISERS. ONE "V LT CONTAINS FLOATS AND ONE PUMP. THE :SEC D VAULT CONTAINS TWO PUMPS, 4. 4500 GALLON TANKS OR LARC SHALL HAVE THREE RISERS AND LIDS. PUMP VAULT RISER 14 GAUGE TONING WIRE TO SERVICE BOX j —2 PART USE ORCND I TANK To RISER ADAPTER FOR 1 CONCRETE TANKS ORIFICE I ( PUMP ASSEMBLY, SEE 0 0 11 DWG. NO. 7 -9 ' I FLE i rT,E f _J ON ALL TANKS LARGER THAN 1500 GALLONS THE LENGTH OF THE DOWN TURNED INLET PIPE WILL BE DETERMINED BY THE YELM SEWER DEPT. 1500, 3000, 4500 GALLON STEP TANK /PUMP TANK APPROVED M. NO. PUBLIC WORKS DIRECTOR DATE DES. DWN. CKD. DATE JY JEG TP 4/2007 CALL BEFORE YOU DIG THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING THE UNDERGROUND LOCATE LINE AT (800) 424 -5555 A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATION. FINISHED 30 °° RIS ALARM HIGH LEVEL LAG ONPOFF (4.5" DRAWDOWN ON TO OFF ) 6 ILEAD ON /OFF 6° (4,5' pRAWpOW1N ON To OFF) LOW LEVEL ALARM 6" REDUNDANT OFF 25" 6" MIN, BEDDING SEC 24, TOWNSHIP 17 N, RANGE 1 E, W.M. 000 DEPT. OF PUBLIC WORKS FLOAT SETTING VAULT DIMENSIONS FOR A DUPLEX PUMP VAULT PRO DWG. N0. 7 -14 BLIE WORKS DIRECTOR DATE DES, WN. TKD. A JY JEG TP 4/2007 3000 GALLON STEP /PUMP TANK �TYPICAL� STANDARD CITY OF YELM TWO COMPARTMENT STEP TANK RIM = 349..50 CONTRACTOR TO VERIFY WITH FINAL GRADING 24' 30' RISER RISER 4" PVC 0 2.0% MIN 2,19 GALLONS !18" BELOW EMERGENCY STORAGE UQUID LE WORKING VOLUME FLOAT ON IE= 344.69 r I794ALLONS FLOAT OFF m 4,107 GALLONS - DETI =NTION STORAGE N 1/2' TAPER SEE CITY OF YELM STANDARD DETAIL 7 -19 FOR RISER AND H -2 LOAD BEARING MANHOLE RING AN) COVER. TYP OF ALL RISERS LOCATED IN HARD SURFACES. SEE CITY OF YELM STANDARD DETAIL 7 -9 FOR DUPLEX PUMPING SYSTEM REQUIREMENTS. SEE STANDARD DETAIL 7 -14 FOR FLOAT SETTINGS SEE CITY OF YELM STANDARD DETAILS AND TANK MANUFACTURE SPECIFICATIONS FOR INSTALLATION OF BIOTUBE AND PUMP SYSTEM. NATIVE OR SELECT 1500 GAL 3000 GAL 4500'GAL D -1 2 60° 1 72° 72' 43' S5" 55 ., . D-37 50" H2' 62" V -1 400 GAL 6OO GAL O H V -2 1100 GAL 2400 GAL El JDELETE BAFFLE FOR A 3000 GALLON TANK UTI ZED AS A TRIPLEX PUMP VAULT. 2. THE OWNER WILL REVIEW TOLERANCES. IN CESS OF DIMENSIONS SHOWN. 3, THE TRIPLEX PUMP VAULT REQUIRES VAULTS AND TWO COMPLETE RISERS. ONE "V LT CONTAINS FLOATS AND ONE PUMP. THE :SEC D VAULT CONTAINS TWO PUMPS, 4. 4500 GALLON TANKS OR LARC SHALL HAVE THREE RISERS AND LIDS. PUMP VAULT RISER 14 GAUGE TONING WIRE TO SERVICE BOX j —2 PART USE ORCND I TANK To RISER ADAPTER FOR 1 CONCRETE TANKS ORIFICE I ( PUMP ASSEMBLY, SEE 0 0 11 DWG. NO. 7 -9 ' I FLE i rT,E f _J ON ALL TANKS LARGER THAN 1500 GALLONS THE LENGTH OF THE DOWN TURNED INLET PIPE WILL BE DETERMINED BY THE YELM SEWER DEPT. 1500, 3000, 4500 GALLON STEP TANK /PUMP TANK APPROVED M. NO. PUBLIC WORKS DIRECTOR DATE DES. DWN. CKD. DATE JY JEG TP 4/2007 CALL BEFORE YOU DIG THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING THE UNDERGROUND LOCATE LINE AT (800) 424 -5555 A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATION. FINISHED 30 °° RIS ALARM HIGH LEVEL LAG ONPOFF (4.5" DRAWDOWN ON TO OFF ) 6 ILEAD ON /OFF 6° (4,5' pRAWpOW1N ON To OFF) LOW LEVEL ALARM 6" REDUNDANT OFF 25" 6" MIN, BEDDING SEC 24, TOWNSHIP 17 N, RANGE 1 E, W.M. 000 DEPT. OF PUBLIC WORKS FLOAT SETTING VAULT DIMENSIONS FOR A DUPLEX PUMP VAULT PRO DWG. N0. 7 -14 BLIE WORKS DIRECTOR DATE DES, WN. TKD. A JY JEG TP 4/2007 3000 GALLON STEP /PUMP TANK �TYPICAL� STANDARD CITY OF YELM TWO COMPARTMENT STEP TANK RIM = 349..50 CONTRACTOR TO VERIFY WITH FINAL GRADING 24' 30' RISER RISER 4" PVC 0 2.0% MIN 2,19 GALLONS !18" BELOW EMERGENCY STORAGE UQUID LE WORKING VOLUME FLOAT ON IE= 344.69 r I794ALLONS FLOAT OFF m 4,107 GALLONS - DETI =NTION STORAGE N 1/2' TAPER SEE CITY OF YELM STANDARD DETAIL 7 -19 FOR RISER AND H -2 LOAD BEARING MANHOLE RING AN) COVER. TYP OF ALL RISERS LOCATED IN HARD SURFACES. SEE CITY OF YELM STANDARD DETAIL 7 -9 FOR DUPLEX PUMPING SYSTEM REQUIREMENTS. SEE STANDARD DETAIL 7 -14 FOR FLOAT SETTINGS SEE CITY OF YELM STANDARD DETAILS AND TANK MANUFACTURE SPECIFICATIONS FOR INSTALLATION OF BIOTUBE AND PUMP SYSTEM. NATIVE OR SELECT r�— BACKFILL AS DIRECTED BY ENGINEER. ~�.;r c z 6. MIN. :. Z 3 O H El W El .i•'1 F' °• � w x 3is,2 Z wa Z Q 1 Q N UU a w W h o BEDDING MATERIAL FOR J IB RIGID PIPE SHALL BE SAND NOTE. ; INSTALL TANKS AS PER DETAIL OR 1/111 MANUFACTURER'S RECOMMENDATION. WHICHEVER IS MORE STRINGENT. F CITY OF YELM v DEPT. OF PUBLIC WORKS CONCRETE TANK UI Z u, 3 m w BEDDING APPROVED NO) U0 CQ 0 PUBLIC WORKS DIRECTOR DATE q w E5, DWN: CKD. V/ JY JEG TP `` rr11 RIM N T °R MF'AGT- Y,G,W -27V -YELM STEP TANK VOLUMES J PUMP OFF LEVEL- 0" TO 50" VOLUME: 1786�,ALLONS WORKING VOLUME - 50' TO 55' 179 GALLONS EMERGENCY VOLUME - 55' TO 84' 1036 4ALLONS TOTAL PUMP TANK VOLUME 3000+GALLONS NOTE: ALL FLOAT ELEVATIONS PROVIDED BY CITY OF YELM 2,1% zC r ;7 SETTMG ANGLES 2- +10° W h 1` 0„ 3-+W 4 = +4e Dw WAL: irIG1 =Y,1134W Z7V YP1M 39 3�? FIBERGLASS LID WITH STAINLESS STEEL BOLT5 AND NEOPRENE 5' MIN (TYP.) 1 "31/4" ALL LIDS 2' MIN FINISHFIWSH GRA- TYP. SLOPE 70 NA 77 NATIVE 14 GAUGE COPPER GRADE TONING WIRE, 2' -0" PVC RISER, TAIL INTO RISER INC., O SYSTEMS, INC, OR EQUAL 5_ 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. G '^ 3000 b LA Pc.6x ;14 9Mee or cc I AWMW nr f Re.: 1 11ff1A Y MFII MFJT w MFTT w 5/23/071 011 SpI0 hL rTYP.) CITY OF YELM DEPT. OF PUBLIC WORKS TYPICAL RISER PROVED DWG: N0. BLIC WORKS DIRECTOR D 7 -18 ATE DES. CC , PATE JY JEG TP 4/2007 F� 1 n 02 -05 -2013 APPROVED FOR CONSTRUCTION BY DATE: Director of Public Works APPROVAL E %FIRES' al Z 1.61 -sic j J � �I o N 8� 0 :3 1 Il a �a N $ .aEg P �'BE 8 �g 0° g� L � y�e e M m M N N K F 4 W m Z w O H W z_ 9 O W x 3is,2 Z wa Q 1 Q N UU a w W h o J IB 8,7 - w ; 1/111 Z V) F I v UI Z u, 3 m w ? M°3 U0 u CQ 0 �/� w V/ a m °C u If Q F_ N 0 B I N Z 1.61 -sic j J � �I o N 8� 0 :3 1 Il a �a N $ .aEg P �'BE 8 �g 0° g� L � y�e e M m M N N K Al2 -282 - #46 -0263 C -501 F W o w O Q wa J a Of0 w ; Z V) LLJ Y 5 Q >_ mo9 If Q F_ n O I N U 07 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 REQUIRED BY THE CITY OF YELM SHALL BE OBTAINED BY THE CONTRACTOR PRIOR TO THE START OF CONSTRUCTION. 3. IF CONSTRUCTION IS TO TAKE PLACE IN THE COUNTY RIGHT -OF -WAY, THE CONTRACTOR SHALL NOTIFY THE COUNTY AND OBTAIN ALL THE REQUIRED APPROVALS AND PERMITS. 4. A PRECONSTRUCTION MEETING SHALL BE HELD WITH THE CITY OF YELM PRIOR TO THE START OF CONSTRUCTION. 5. THE CITY OF YELM SHALL BE NOTIFIED A MINIMUM OF 48 HOURS IN ADVANCE OF A TAP CONNECTION TO AN EXISTING MAIN. A CITY REPRESENTATIVE SHALL BE PRESENT AT THE TIME OF THE TAP. 6. THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING THE UNDERGROUND LOCATE LINE AT 1- 800 - 424 -5555 A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATION. 7. SIDE SEWER SERVICES SHALL BE PVC, ASTM D 3034 SDR 35 WITH FLEXIBLE GASKETED OR SOLVENT WELD JOINTS. 8. ALL PLASTIC PIPE AND SERVICES SHALL BE INSTALLED WITH CONTINUOUS TRACER TAPE INSTALLED 12" TO 18" UNDER THE PROPOSED FINISHED SUBGRADE. THE MARKER SHALL BE PLASTIC NON- BIODEGRADABLE, METAL CORE OR BACKING MARKED SEWER WHICH CAN BE DETECTED BY A STANDARD METAL DETECTOR. IN ADDITION, STEP SYSTEMS, AND FORCE MAINS SHALL BE INSTALLED WITH A 14 GAUGE DIRECT -BURY RATED COPPER WIRE WRAPPED AROUND ALL PLASTIC PIPE, BROUGHT UP AND TIED OFF AT VALVE BODY. TAPE SHALL BE TERRA TAPE "D" OR APPROVED EQUAL. THE TAPE AND WIRE SHALL BE FURNISHED BY THE CONTRACTOR. 9. ALL BURIED POWER FOR STEP SYSTEMS SHALL BE INSTALLED WITH CONTINUOUS TRACER TAPE INSTALLED 12" ABOVE THE BURIED POWER. THE MARKER SHALL BE PLASTIC NON- BIODEGRADABLE, METAL CORE BACKING MARKED - POWER ". TAPE SHALL BE FURNISHED BY THE CONTRACTOR. 10. BEDDING OF THE SEWER MAIN AND COMPACTION OF THE BACKFILL MATERIAL SHALL BE REWIRED 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 REWIRED. 14. IT SHALL BE THE RESPONSIBIUTY OF THE CONTRACTOR TO HAVE A COPY OF THESE APPROVED PLANS ON CONSTRUCTION SITE AT ALL TIMES. 15. ANY CHANGES TO THE DESIGN SHALL FIRST BE REVIEWED AND APPROVED BY THE CITY OF YELM. 16. ALL STEP MAINS SHALL BY HYDROSTATIC ALLY TESTED IN CONFORMANCE WITH THE ABOVE- REFERENCED SPECIFICATION FOR TESTING WATER MAINS. (SEE NOTE 1.) IN ADDITION, ALL STEP MAINS SHALL VE PIGGED /CLEANED IN THE PRESENCE OF THE CITY INSPECTOR PRIOR TO PLACING STEP MAIN IN SERVICE. 17. PRIOR TO BACKFILL ALL MAINS AND APPURTENANCES SHALL BE INSPECTED AND APPROVED BY THE CITY OF YELM. APPROVAL SHALL NOT RELIEVE THE CONTRACTOR FOR CORRECTION OF ANY DEFICIENCIES AND /OR FAILURES AS DETERMINED BY SUBSEQUENT TESTING AND INSPECTIONS. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE CITY OF YELM FOR THE 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 REWIRED. A 48 HOUR NOTICE TO THE SEWER DEPARTMENT IS REQUIRED PRIOR TO THE INSPECTION. ITEMS NEEDING INSPECTION ARE: A) TANK INSTALLATION, IE;BEDDING AND LOCATION B) TANK INFILTRATION, EXFILTRATION TEST C) S.S. PRESSURE TEST D) SERVICE UNE PRESSURE TEST E) FINAL INSPECTION 21. AL 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 UTIUTIES. THE CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING THE UNDERGROUND LOCATE LINE AT (800) 424 -5555 A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATION. SEC 24, TOWNSHIP 17 N, RANGE 1 E, W.M. GENERAL SANITARY SEWER NOTES: 1. THE CONTRACTOR SHALL VERIFY( DIA, LENGTH, CONDITION, PIPE TYPE, SLOPE AND VERTICAL AND HORIZONTAL ALIGNMENT OF THE' EXISTING ALIGNMENT OF THE PROPOSED POINT OF CONNECTION PRIOR TO CONNECTION AND REPORT ANY DISCREPANCIES TO ENGINEER PRIOR TO CONSTRUCTION. 2. CONTRACTOR SHALL FURNISH AND INSTALL ALL MATERIALS NECESSARY TO COMPLETE THIS WORK. 3. STATIONS AND OFFSETS FOR MIANHOLES ARE CALLED OUT TO CENTER OF STRUCTURE. 4. MAINTAIN 10' MINIMUM HORIZONITAL AND 1.5' MINIMUM VERTICAL SEPARATION FROM WATER MAINS. 5. PIPE LENGTHS CALLED OUT FRC)M CENTER OF STRUCTURE TO CENTER OF STRUCTURE. SEWER SPEC ADDENDUM: 1. ALL STEP TANKS INSTALLED LARGER THAN 3000 GALLONS SHALL BE FIBERGLASS TANKS MFG. BY EITHER CONTAINMENT SOLUTIONS INC. OR XERXES INC. 2. ALL FIBERGLASS STEP TANKS SHALL BE INSTALLED BY QUALIFIED INSTALLERS, FOLLOWING THE MFG. DIRECTIONS AND SHALL BE SECURED WITH TIE -DOWN STRAPS WITH 'DEAD MEN "SIZING AND MATERIALS FOR DEAD MEN AND STRAPPING SHALL BE PER THE MFG. RECOMMENDATIONS. 3. BUILDINGS SERVED BY STEP SEWER, UTIUZING ON SITE BACK-UP" GENERATORS FOR POWER OUTAGES MUST HAVE ELECTRICAL SERVICE INSTALLED IN SUCH A MANNER THAT THE STEP SYSTEM WILL ALSO BE SUPPLIED POWER BY THE AUXILIARY GENERATOR. 4. THE PUMP CONTROL PANELS FOR ALL STEP TANKS HOUSING 2 OR MORE PUMPS SHALL BE FITTED WITH A TRANSFER SWITCH MODEL DT 323 URK AS MFG BY CUTLER HAMMER AND A MALE PLUG, MODEL 0530 MBWP AS MFG BY BRYANT FOR USE WITH THE CITIES PORTABLE AUXILIARY GENERATOR. rc_� A' STEP TANKS LESS THAN 3000 GALLON SHALL HAVE ONE 4 "HOLE IN THE DIVIDER BAFFLE NTERED AT 20'ABOVE THE FLOOR OF THE TAN TEP S SIZED AT 3000 GALLLQN SHAL HAVE 1NE HOLE IN THE DIVIDER BAFFLE CENTERED THE FLOOR OF THE TANK. 6. ALL TRAFFIC BEARING'SERVICE BOXES SHALL BE A MODEL MSBC 1324 -12 MFG. BY MID STATES PLASTICS BC SERIES. 7. ALL POSTS USED TO SUPPORT PUMP CONTROL PANELS MUST BE HOT DIPPED GALVANIZED UNISTRUT. 8. ALL 'AIR RELEASE, VACUUM RELEASE AND COMBINATION AIR RELEASE/VACUUM RELEASE VALVES SHALL BE A MODEL D -021 COMBINATION AIR VALVE 'MINI SAAR "SIZED ACCORDING TO THE MFG. RECOMMENDATION PER PIPE SIZE. 9. MINIMUM STEP TANK SIZE SHALL BE 1000 GALLONS. 10. ALL STEP TANKS HOUSING MORE THAN 1 PUMP MUST UTILIZE 2 'PIPING FOR THE SERVICE LINE. 11. THE MAXIMUM DEPTH OF BURY FOR ALL STEP TANKS SHALL BE 60 'AS MEASURED FROM FINISHED GRADE TO THE INVERT ELEVATION OF THE INLET PIPE TO THE TANK. RESTORATION SURFACE TABLE 1 SURFACE @ SEE RESTORATION TABLE ABOVE SEE RESTORATION TABLE B" TYP. FINISH GRADE COMPACTION REGMNTS. O OTHER REQUIREMENTS CRUSHED 4 4" CRUSHED SURFACE S SELECT BACKFILL F FINISH GRADESNALL BE SURFACE T TOP COURSE C w SMOOTH � CONSISTANT BACKFILL SEE. _J < RESTORA71ON TABLE O z tiai / I / I "�- MAINTAIN SIDE SLOPE AS STEEP I PAVING OVER 4' CRUSHED C a3 AS POSSIBLE f _ / SEWER LINE cw a PIPE BEDDING FOR m FLEXIBLE PIPE PIPE Q.D. ' PIPE al). W C$8C t: CRUSHED SURFACE BASE COURSE CSTC = CRUSHED SURFACE. TQP COURSE. CITY OF YELM DEPT. OF PUBLIC WORKS TYPICAL PIPE TRENCH APP DWG. NO. PUBUC WORKS DIRECTOR DATE N. CKO. DATE JY JEG TP 4/2007 RESTORATION T TABLE 1 SURFACE @ THICKNESS @ACKFILL/ C COMMENTS/ TYPE C COMPACTION REGMNTS. O OTHER REQUIREMENTS CRUSHED 4 4" CRUSHED SURFACE S SELECT BACKFILL F FINISH GRADESNALL BE SURFACE T TOP COURSE C COMPACT TO BSR S SMOOTH � CONSISTANT O ON _J < WITH E%ISTINC A C. PAVEMENT 3 3' MIN. GRADE B A.C: S SELECT BACKFILL i i1FA ROADWAY TO PAVING OVER 4' CRUSHED C a3 O N Z J n e v 04 U m $ FROM . HOUSE EDGE OF 2' WATER TIGHT HOUSE CAP TYPICAL IN PROTECTED AREAS NON-PROTECTED TERVIC AREAS (LAWNS, ETC.) 2' -0" TAIL. REQUIRE SERVICE BOXES (CARSON OR RICH) ABOVE GROUND 1 EXISTING GROUND 9iHN N i - 14 GA. COPPER TONING WIRE WRAP ONCE AROUND CL.EANOUT STANDPIPE NEW 4° PVC SEWER PVC C.O. LINE (TYP), (3034) DOUBLE 2% SLOPE. T0- 'TAT7K SWEEPING TEE - 7 FERNCO COUPLING OR APPROVED EQUAL FERNCO CODUPLING OR APPROVED (EQUAL TOP. OF STEP TANK BAFFLE OF YELM TYPICAL CONNECTION IPUBUG WORKS DATE D 7 NO. 7 JY TP 4 02 -05 -2013 APPROVED FOR CONSTRUCTION @Y. DATE. 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