ROOSEVELT WATER ASSOCIATION TANK No. 2

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1 3st Ave SE Wagner d OOSEVEL WAE ASSOCIAION ANK No. 2 AUGUS 202 DAWING INDEX POJEC LOCAION MAP BOAD OF USEES SHEE NO. DAWING NO. ILE NS Skagit County JOHN OLSEN - PESIDEN GENEAL G- COVE SHEE, DAWING INDEX AND VICINIY MAP 2 G-2 GENEAL NOES AND WA SEVICE AEA PLAN 3 G-3 LEGEND, ABBEVIAIONS, SYMBOLS AND DESIGNAIONS 4 G-4 SYSEM OPEAING CONCEP ESC 5 EC- EMPOAY EOSION AND SEDIMENAION CONOL PLAN CIVIL 6 C- SUVEY CONOL 7 C-2 GADING AND DAINAGE PLAN 8 C-3 YAD PIPING AND SIE PLAN 9 C-4 SECIONS 0 C-5 ALIUDE VALVE VAUL S C-6 EAINING WALL S 2 C-7 DECHLOINAION VAUL S 3 C-8 OVEFLOW PIPING S 4 C-9 MISCELLANEOUS CIVIL S OF 2 5 C-0 MISCELLANEOUS CIVIL S 2 OF 2 6 C- SOM DAIN IMPOVEMENS 7 C-2 SOM DAIN S ESOAION 8 - ESOAION PLAN SUCUAL 9 S- SUCUAL NOES 20 S-2 SUCUAL NOES AND ABBEVIAIONS 2 S-3 ANK FOUNDAION PLAN AND SECIONS 22 S-4 ANK FOUNDAION S 23 S-5 ANK PIPING S AND SECIONS VICINIY MAP NS 83rd Ave iver SE v Lowell iew Marsh d d POJEC LOCAION Snohomish d S 9 Snohomish S 2 Snohomish County King County hree 39th Ave SE Westwick Lakes d Zuber d oosevelt d d 7st Ave SE Butler d d rombley Association Boundary Chain Lake d Project Location Mero d PEE MOON - VICE PESIDEN MIKE CALSON - EASUE JOHN CLAYBOOK GAY MCLEAN CLAENCE PINS GLENN ALLEN DOUG CAMPBELL MANAGEMEN JESSE OWE - MANAGE AND BOAD SECEAY JANNELLE McDICKEN - ASSISAN MANAGE PEPAED BY: P F ELECICAL 24 E- SYMBOLS AND ABBEVIAIONS 25 E-2 ANK # ELECICAL SIE PLAN 26 E-3 SIE PLAN ANK #2 27 E-4 ANKS # & 2 ONELINE DIAGAMS 28 E-5 ANK # ELECICAL SIE PLAN 29 E-6 S - SHEE 30 E-7 S - SHEE 2 3 E-8 SYSEM NEWOK DIAGAM 32 E-9 SYSEM PI&D 33 E-0 MAIN CONOL PANELS ELEVAIONS & S 34 E- WIE DIAGAMS SHEE E-2 WIE DIAGAMS SHEE 2 Springhetti d Fales d Elliott d Old Snohomish Monroe d S th Ave SE Monroe S 203 Woods Creek Old S 2 d Owen d IN ASSOCIAION WIH: HAMSEN & ASSOCIAES, INC - SUVEYO G- of

2 GENEAL NOES GENEAL NOES CONINUED. ALL WOK SHALL BE IN ACCODANCE WIH APPOVED PLANS AND ASSOCIAION SANDADS AND SPECIFICAIONS. ANY CHANGES O HE DESIGN WIHOU ASSOCIAION APPOVAL MAY JEOPADIZE HE ACCEPANCE OF HE POJEC BY HE ASSOCIAION. 2. HE DEVELOPE/CONACO SHALL SCHEDULE A PE-CONSUCION CONFEENCE WIH ASSOCIAION A LEAS WO WEEKS IN ADVANCE OF DELIVEY OF MAEIALS ON-SIE O SA OF ANY WOK. 3. HE CONACO SHALL KEEP A COPY OF HE APPOVED PLANS, SANDADS AND SPECIFICAIONS ON HE JOBSIE A ALL IMES DUING CONSUCION. 4. ALL MAEIALS SHALL CONFOM O HE ASSOCIAION SANDADS AND SPECIFICAIONS AND SHALL BE APPOVED BY HE ASSOCIAION PIO O DELIVEY O HE JOB SIE. 6. APPING - APPING SLEEVES SHALL BE PESSUE ESED IN AN APPOVED MANNE IN HE FIELD IN HE PESENCE OF HE ASSOCIAION CONSUCION INSPECO, PIO O APPING HE MAIN LINE. APPING OF HE MAIN LINE SHALL NO POCEED UNLESS A ASSOCIAION INSPECO IS PESEN. NO SIZE ON SIZE APPING IS ALLOWED FO 2-INCH O LAGE PIPE. 7. SHU DOWN O APPING OF EXISING WAE LINES O FACILIAE CONNECION O HE EXISING FACILIIES SHALL BE COODINAED WIH HE ASSOCIAION INSPECO A LEAS 48-HOUS IN ADVANCE. ANY ELOCAION OF EXISING FACILIIES IS SUBJEC O APPOVAL OF HE ASSOCIAION ENGINEE. 8. HE CONACO SHALL PEFOM EMPOAY SOIL EOSION AND SEDIMENAION CONOL, DUS CONOL, NOISE CONOL, AND AFFIC CONOL AS EQUIED BY HE ASSOCIAION AND APPLICABLE JUISDICIONAL PEMIS. Stevens Pass Hwy 68th Street SE 3 Lakes oad 3st Ave SE Ohide oad 80th St SE 47th Ave SE 3 Lakes oad Iverson Knutsen d 5. ALL SEVICE LOCAIONS SHALL BE FIELD APPOVED BY HE ASSOCIAION PIO O INSALLAION. 6. I IS HE CONACO'S ESPONSIBILIY O LOCAE UNDEGOUND UILIIES BY CALLING ONE-CALL UNDEGOUND UILIY LOCAO () 48 HOUS PIO O CONSUCION. 7. HE ASSOCIAION SHALL BE NOIFIED A LEAS 48 HOUS PIO O COMMENCING WOK ON HE WAE SYSEM AND HE CONACO SHALL CONFIM CONAC WIH HE ASSOCIAION'S CONSUCION INSPECO. 8. ADEQUAE ENCH SHEEING AND/O SHOING SHALL BE POVIDED BY HE CONACO AS EQUIED BY OSHA, WISHA AND DOSH. 9. CUING AND PACHING OF PUBLIC OAD IGH-OF-WAY SHALL CONFOM O HE EQUIEMENS OF HE PEMI AGENCY. P P P rombley oad Meadow Lake d PS Chain Lake oad Meadow Lake d Mero oad 88th St SE Ohide oad 84th St SE Westwick d Oil Well oad Alston d (63rd Ave SE) 88th St SE 00th St SE 7st Ave SE S. Spada oad Badke oad Pipeline oad 9. HE PIPE SHALL BE INSALLED BY FOLLOWING HE FINISHED GADE POFILE WHEEVE POSSIBLE. HE COVE DEPHS SHALL BE 42 INCHES (3.5 FEE) YPICAL; 36 INCHES (3 FEE) MINIMUM, AND 60 INCHES (5 FEE) MAXIMUM WHEN APPOVED BY HE ASSOCIAION ENGINEE. 67th Ave SE P Butler oad P Pipeline oad 0. PIPE DEFLECIONS SHALL NO EXCEED 3-DEGEES OF DEFLECION FO UNESAINED PIPE AND - /2 DEGEES FO ESAINED PIPE AND NO MOE HAN -INCHES VEICAL CHANGE PE 8-FEE OF HOIZONAL PIPE. BENDS MAY BE EQUIED O MAINAIN POPE WAE MAIN ALIGNMEN WIHIN EASEMENS O PUBLIC IGH-OF-WAY. Stevens Pass Hwy oosevelt oad French Creek Grange oad P Butler oad oad rombley PS. NO CONNECIONS O HE ASSOCIAION'S SYSEM AE ALLOWED UNIL HE NEW CONSUCION PASSES PESSUE AND BACEIOLOGICAL ESS. NO MOE HAN 5 WOKING DAYS SHALL PASS BEWEEN ESING OF EXENSIONS AND CONNECION O HE SYSEM. ALL PIPE DISINFECION AND VEIFICAION SHALL CONFOM O AWWA 65. VEIFICAION SHALL BE EPEAED IF MOE HAN 5 DAYS PASS BEWEEN ESING AND CONNECION O HE SYSEM. P P 2. PIO O MAKING CONNECIONS O HE EXISING SYSEM, CONACO SHALL FIELD VEIFY HE LOCAION, DEPH AND MAEIAL OF EXISING WAE MAINS A HE POIN OF CONNECION. ALL MAIN LINE VALVES SHALL BE MAINAINED SO AS O BE ACCESSIBLE DUING POJEC CONSUCION AND ALL VALVE SEM OPS HAVING OVE 48 INCHES OF COVE EQUIE AN EXENSION IN ACCODANCE WIH ASSOCIAION SANDADS. Old Snohomish Monroe oad oosevelt oad Chain Lake oad 3. ALL WAE LINES SHALL BE MINIMUM OF 0 FEE HOIZONAL CLEAANCE FOM SANIAY SEWES. WHEN WAE LINES COSS SEWE LINES, HE MINIMUM VEICAL CLEAANCE SHALL BE.5 FEE. Stevens Pass Hwy Woods Creek oad 4. CONACO SHALL CONAC HE ASSOCIAION FO INSPECION OF FLUSHING, PESSUE ESING AND BACEIOLOGICAL ESING POCESS. O FILL HE MAIN FO FLUSHING, PESSUE AND BACEIOLOGICAL ESS, HE CONACO IS EQUIED O EN A HYDAN CA FOM HE ASSOCIAION. HE HYDAN SHALL EMAIN IN HE FULL OPEN POSIION O PEVEN BACK-SIPHONAGE HOUGH HE DAIN HOLE. AFE SUCCESSFUL ESING, AS DEEMINED BY HE ASSOCIAION INSPECO, HE CONACO WILL IE INO HE EXISING SYSEM, USING DISINFECED SLEEVES AND SPOOL PIECES. CONNECION O HE ASSOCIAION WAE SYSEM SHALL BE IN ACCODANCE WIH AWWA C HE CONACO SHALL CONAC HE ASSOCIAION FO VALVE OPEAION. ONLY AUHOIZED EPESENAIVES OF HE ASSOCIAION SHALL OPEAE VALVES IN HE ASSOCIAION WAE SYSEM. LEGEND: PS P BOOSE PUMP SAION ANK SIE PESSUE EDUCING SAION OOSEVEL SEVICE AEA EXISING WAE PIPE Fryelands Blvd S 522 JOHN SAE OF WASHINGON POFE S S C. E G WILSON, 468 I S E E D J. I NEE

3 LEGEND ABBEVIAIONS SYMBOLS AND DESIGNAIONS EXISING EASEMEN LINE POPEY LINE IGH-OF-WAY CENELINE IGH-OF-WAY SE O FOUND CONOL CONOU DICH WAELINE FENCE VEGEAION POPOSED 558 ESIDENIAL YAD SEBACK ZONE CLEAING LIMI FILE FABIC FENCE O BE EMOVED O ABANDONED PIPE - SOLID PIPE - PEFOAED SWALE CONOU CU SLOPE AILING FENCE CB YPE SDMH BALL VALVE PLUG VALVE GAE VALVE VALVE BOX COUPLING ADAPE FLEX END FLEXIBLE COUPLING ADAPE CONCEE HUS BLOCK FLANGE FIING MECHANICAL JOIN FIING ESAINED JOIN FIING SLOPE - POFILE SLOPE - PLAN DIECION OF FLOW - PLAN ASPHAL CONCEE PAVEMEN (ACP) GAVEL OAD SUFACE ESOAION CONCEE PE-CAS CONCEE AASHO AC ACP ADS ALD APPOX APWA AVE BF BH BO BOS BO BP B BVC C/L, CL CB CDF CF CHLK CL CMP CO CONC CON CPEP CPLG CPSSP CSBC CSC CULV D/W D DI DIA DIP DIS D DEE DWG E EA EF ELEC EL, ELEV EP EVC EW EX FF FG FIG FL FM FMCO AMEICAN ASSOC. OF SAE HIGHWAY ANSPOAION OFFICIALS ASPHAL CONCEE ASPHAL CONCEE PAVEMEN POLYEHYLENE PIPE ALDE APPOXIMAE AMEICAN PUBLIC WOKS ASSOCIAION AVENUE BLIND FLANGE BOE HOLE BLOW-OFF BOOM OF SLAB BOOM BUIED POWE BUIED ELEPHONE BEGIN VEICAL CUVE CENELINE CACH BASIN CONOLLED DENSIY FILL CLEAING LIMI FENCE CHAIN LINK CLEA COUGAED MEAL PIPE CLEANOU CONCEE CONINUOUS COUGAED POLYEHYLENE PIPE COUPLING COUGAED POLYEHYLENE SOM SEWE PIPE CUSHED SUFACING BASE COUSE CUSHED SUFACING OP COUSE CULVE DIVEWAY DEPH, DOUBLE DUCILE ION DIAMEE DUCILE ION PIPE DISANCE DIVE DECIDUOUS EE DAWING EAS, ELECICAL EACH EACH FACE ELECICAL ELEVAION EDGE OF PAVEMEN END VEICAL CUVE EACH WAY EXISING FINSHED FLOO FINISH GADE FIGUE FLANGE FOCE MAIN FOCE MAIN CLEANOU MAP MAPLE MAX MAXIMUM MB MAIL BOX MH MANHOLE MIN MINIMUM MJ MECHANICAL JOIN MIL MILLIMEE MON MONUMEN MW MONIOING WELL N NOH NB NOH BOUND NE NOHEAS NIC NO IN CONAC A. NUMBE NS NO O SCALE NW NOHWES OC ON CENE OD OUSIDE DIAMEE OH OVEHEAD OP OVEHEAD POWE OPG OPENING P/L PLAE P POWE PE PLAIN END PG PEFOMANCE GADE PV POIN OF VEICAL CUVE PSF POUNDS PE SQUAE FOO PSI POUNDS PE SQUAE INCH PVC POLYVINYL CHLOIDE PVM PAVEMEN PW POWE D OAD EINF EINFOCE, EINFOCEMEN EQ'D EQUIED OW IGH OF WAY IGH S SOUH, SLOPE, SOCKE, SINGLE SB SOUH BOUND SCH SCHEDULE SD SOM DAIN SDMH SOM DAIN MANHOLE SD SANDAD DIMENSION AIO SE SOUHEAS SEV SEVICE SF SIL FENCE SMH SEWE MANHOLE SQ SQUAE SS SANIAY SEWE, SAINLESS SEEL SSFM SANIAY SEWE FOCE MAIN SSMH SANIAY SEWE MANHOLE SS SAINLESS SEEL S SEE SA SAION SD SANDAD SL SEEL SW SOUHWES S/W SIDEWALK SYM SYMMEICAL ILE ILE SCALE: /2" = '-0" ILE ILE SECION SCALE: /2" = '-0" CALLOU PIPING IDENIFICAION PIPING O BE CONSUCED UNDE HIS CONAC IS CALLED OU BY SIZE FOLLOWED BY PIPING SYSEM, ENCLOSED AS SHOWN: PIPE SIZE 4/C- SECION LEE 2" SD PVC C-2 A - DAWING NUMBE WHEE SECION IS DAWN. USE DASH IF SECION APPEAS ON SAME SHEE AS CU. ELEVAION LEE PIPING SYSEM PIPE MAEIAL NUMBE DAWING NUMBE WHEE ELEVAION IS DAWN. USE DASH IF ELEVAION APPEAS ON SAME SHEE AS EFEENCED. DAWING # DAWING NUMBE WHEE IS EFEENCED. USE DASH IF APPEAS ON HE SAME SHEE AS SHEE EFEENCED. SECION, ELEVAION O POFILE EFEENCE LEE DASH IF SECION IS AKEN ON HE SAME DAWING. USE DAWING NUMBE IF SECION WAS AKEN ON A DIFFEEN SHEE. PIPING DESIGNAIONS W OF SD D WAE OVEFLOW SOM DAIN ANK DAIN GOU O SAND QUAY SPALLS ESICED ZONE G GA GALV GP GAV HDPE HMA HP HYD IE IPS JB KW L LF LN L L GAS GAUGE GALVANIZED GUAD POS GAVEL HIGH DENSIY POLYEHYLENE HO MIX ASPHAL HIGH POIN HYDAN INVE ELEVAION ION PIPE SIZE JUNCION BOX KILOWA LENGH LINEA FEE LANE LONG ADIUS LEF D BM EL ESC OS V VJB V YP U/C V/D VAC VPC VPI VP ELEPHONE ANK DAIN EMPOAY BENCHMAK ELEPHONE ISE EMPOAY EOSION AND SEDIMEN CONOL OP OF SLAB ELEVISION (CABLE) ELEVISION (CABLE) JUNCION BOX ELEVISION (CABLE) ISE YPICAL UNDE CONSUCION VEN/DAIN VACUUM VEICAL POIN OF CUVAUE VEICAL POIN OF INESECION VEICAL POIN OF ANGENCY W/ WIH W WAE, WES, WIDH WM WAE MEE WSDO WASHINGON SAE DEPAMEN OF ANSPOAION WS WAE SEVICE EXISING PIPING* (SCEENED, BUBBLE OMIED) EX 2" SS * PIPING SYSEM DESIGNAIONS FO EXISING PIPE INDICAE YPE OF SEVICE ONLY AND DO NO IMPLY PIPE MAEIALS USED. DAWING EFEENCE G C S E GENEAL CIVIL SUCUAL ELECICAL JOHN POFE S S SAE OF C. E G WILSON, WASHINGON 468 I S E E D J.

4 92ND S SE 92ND S SE ALIUDE & SUSAINING VALVE, SEE NOE 5 POPOSED 8" 8" 8" 93D S SE 2" 8" 93D S SE 2" SEE NOE 6 93D S SE 93D S SE LEGEND: LUPINE PESSUE ZONE EX 5" EVEE PIPELINE NO. 5 SEE NOE 8" OMBLEY D 85H D SE 2" 85H D SE 2" 6" EX 6" WA CONNECION & MEE 90H AVE SE EX ANK NO. 96H S SE LEGEND: LUPINE PESSUE ZONE EX 5" EVEE PIPELINE NO. 5 OMBLEY D SEE NOE 3 8" 85H D SE 2" 85H D SE 2" 6" SEE NOE EX 6" WA CONNECION & MEE 90H AVE SE EX ANK NO. 96H S SE NEW 8" WA CONNECION & MEE 2" 2" PV BY OHES & EX VAUL PV BY OHES & EX VAUL SEE NOE 2 SEE NOE 4 EX PS NO. 2 SIE FUUE PS NO. 3 SIE EX PS NO. 2 SIE BADKE D BADKE D EXISING NOES:. 2-INCH GAE VALVE HA CONNECS UPPE MEADOW LAKE HIGHLANDS O LOWE MEADOW LAKE HIGHLANDS IS CUENLY CLOSED. 8-INCH LINE HA SEVES UPPE MEADOW LAKE HIGHLANDS IS PESSUIZED BY LUPINE/ANK NO. AND PUMP SAION 2. LOWE MEADOW LAKE HIGHLANDS AND OMBLEY D WAE LINE(S) PESSUIZED BY CIY OF EVEE PIPELINE NO. 5. POPOSED NOES:. EXISING EVEE PIPELINE NO. 5-LINE CONNECION AND MEE O BE INACIVAED BY HE CONACO. NEW CONNECION AND MEE AE A HE PUMP SAION 3 SIE O BE INSALLED BY CIY OF EVEE. 2. PUMP SAION 3 CONACO O INSALL PIPING O CONNEC PUMP SAION AND DISCHAGE O EXISING 8-INCH WAE LINE A BADKE OAD. PS NO. 3 CONACO WILL INSALL GAE VALVE O ISOLAE HE BADKE D WAE LINE FOM HE OMBLEY D WAE LINE. 3. VALVE A 85H AND OMBLEY D 2-INCH LINE SHALL BE OPEN O ALLOW LOWE MEADOW LAKE HIGHLANDS AND OMBLEY D WAE LINE(S) O BE PESSUIZED BY POPOSED ANK NO PS-3 CONACO SHALL BYPASS PUMP SAION 2 AND PLACE ON SANDBY. EXISING WAE SYSEM PLAN NS GENEAL NOE: OPEAING CONCEPS SHOWN ON HIS SHEE AE FO INFOMAION ONLY. PIPING MODIFICAIONS ALONG OMBLEY D. AND A HE PUMP SAION NO. 3 SIE WILL BE POVIDED BY HE PUMP SAION NO. 3 CONACO. 5. UNDE NOMAL OPEAION, ALIUDE VALVE WILL MAINAIN HE WAE SUFACE ELEVAION A IN CASES OF HIGH FLOW OU OF 2-INCH OMBLEY D LINE HE PESSUE SUSAINING VALVE WILL MAINAIN PESSUE IN HE 8-INCH AND 6-INCH LUPINE MEADOWS WAE LINE(S) BY LIMIING HE FLOW INO. 6. VALVE HA CONNECS 8-INCH LINE (PESSUIZED BY ANK NO. ) O 2-INCH LINE SHALL BE CLOSED SO 2-INCH LINE SHALL BE PESSUIZED SOLELY BY. 7. PUMP SAION 3 WILL BE DIVEN BY VAIABLE FEQUENCY DIVES (VFDS) HA WILL MAINAIN MAXIMUM WAE SUFACE ELEVAION IN ANK NO.. HE VFDS WILL SLOW DOWN O SPEED UP SO HA HEE IS A CONSAN LEVEL IN ANK NO.. POPOSED WAE SYSEM PLAN NS 2 JOHN POFE S S SAE OF C. E G WILSON, WASHINGON 468 I S E E D J.

5 ACCESS 20' EASEMEN FILE FABIC JOIN, SEE NOE FILE FABIC 2" x 2" x 4 GA WIE O EQUIVALEN, IF SANDAD SENGH FABIC USED FILE FABIC BACKFILL ENCH WIH NAIVE SOIL CACH BASIN SOLID WALLS FILE MEDIA FO DEWAEING GAE OVEFLOW WAP FABIC AOUND ENCH 2'-0" MIN POOUS BOOM MINIMUM 4" x 4" ENCH 2" MIN NOE: FILE FABIC FENCE PE /- 6' MAX POS SPACING MAY BE INCEASED O 8' IF WIE BACKING IS USED 2" x 4" WOOD POSS, SEEL FENCE POSS, EBA, O EQUIVALEN HIS IS ONLY SCHEMAIC. ANY INSE IS ALLOWED HA HAS A MINIMUM 0.5 CF OF SOAGE, HE MEANS O DEWAE HE SOED SEDIMEN, AN OVEFLOW, AND CAN BE EASILY MAINAINED. CACH BASIN FILE MAINENANCE SANDADS: NOES:. FILE FABIC FENCES SHALL BE INSALLED ALONG CONOU WHENEVE POSSIBLE. JOINS IN FILE FABIC SHALL BE SPLICED A POSS. USE SAPLES, WIE INGS, O EQUIVALEN O AACH FABIC O POSS. INSALL FILE FABIC ACCODING O HE MANUFACUE'S SPECIFICAIONS.. ANY ACCUMULAED SEDIMEN ON O AOUND HE FILE FABIC POECION SHALL BE EMOVED IMMEDIAELY. SEDIMEN SHALL NO BE EMOVED WIH WAE, AND ALL SEDIMEN MUS BE DISPOSED OF AS FILL ON-SIE O HAULED OFF-SIE. 2. ANY SEDIMEN IN HE CACH BASIN INSE SHALL BE EMOVED WHEN HE SEDIMEN HAS FILLED ONE-HID OF HE AVAILABLE SOAGE. HE FILE MEDIA FO HE INSE SHALL BE CLEANED O EPLACED A LEAS MONHLY. CLEAING LIMIS, MAINAIN EXISING VEGEAION AS MUCH AS POSSIBLE, SEE NOE 7 2. FILE FABIC FENCE O BE USED WHEE NEEDED IN ACCODANCE WIH HE CONAC DOCUMENS. 3. EGULA MAINENANCE IS CIICAL FO BOH FOMS OF CACH BASIN POECION. UNLIKE MANY FOMS OF POECION HA FAIL GADUALLY, CACH BASIN POECION WILL FAIL SUDDENLY AND COMPLEELY IF NO MAINAINED POPELY. 4"-8" QUAY SPALLS ON OP OF GEOEXILE FO SOIL SABILIZAION, SEE NOE 6 FILE FABIC FENCE NS YP CACH BASIN INLE FILE NS 2 - EMPOAY EOSION AND SEDIMENAION CONOL NOES:. ALL EMPOAY AND PEMANEN EOSION AND SEDIMENAION CONOL MEASUES EQUIED FO HE POJEC SHALL BE HE ESPONSIBILIY OF HE CONACO INCLUDING ANY SAE O LOCAL AGENCY APPOVALS AND PEMIS. ENGINEE, OWNE AND OWNE'S EPESENAIVE SHALL ECEIVE COPIES OF ALL WEEKLY EPOS UPON EQUES. 2. EOSION CONOL MEASUES SHALL BE AKEN BY HE CONACO DUING CONSUCION O PEVEN SIL AND DEBIS FOM ENEING HE EXISING SOM DAINAGE FACILIIES AND WAEWAYS, IN COMPLIANCE WIH HE PLANS, HE SPECIFICAIONS AND HE WASHINGON DEPAMEN OF ECOLOGY SOM WAE MANAGEMEN MANUAL. 3. CONACO SHALL DEVELOP AND SUBMI A CONSUCION SOM WAE POLLUION PEVENION PLAN (SWPPP) O HE ENGINEE FO EVIEW PIO O CONSUCION. SWPPP SHALL CONFOM WIH HE SOMWAE MANAGEMEN MANUAL FO WESEN WASHINGON, FEBUAY 2005, WASHINGON SAE DEPAMEN OF ECOLOGY. 4. HE EOSION AND SEDIMENAION CONOL MEASUES SHOWN ON HE PLANS EPESEN MINIMUM EQUIEMENS. ACUAL MEASUES SHALL BE DEEMINED AND FIELD LOCAED BY HE CONACO O SUI CONDIIONS AND O BE IN COMPLIANCE WIH HE CUEN EDIION OF HE WASHINGON SAE DEPAMEN OF ECOLOGY SOMWAE MANAGEMEN MANUAL FO WESEN WASHINGON. 7. IN ANY AEA WHICH HAS BEEN SIPPED OF VEGEAION AND WHEE NO FUHE WOK IS ANICIPAED FO A PEIOD OF 30 DAYS O MOE, AEAS MUS BE IMMEDIAELY SABILIZED WIH MULCHING, GASS PLANING O OHE APPOVED EOSION CONOL EAMEN APPLICABLE O HE IME OF YEA. GASS SEEDING ALONE WILL BE ACCEPABLE ONLY DUING HE MONHS OF APIL HOUGH SEPEMBE. INCLUSIVE SEEDING MAY POCEED, WHENEVE I IS IN HE INEES OF HE CONACO, BU MUS BE AUGMENED WIH MULCHING, NEING, EOSION BLANKES O OHE APPOVED EAMEN WHEN SEEDING OCCUS OUSIDE HE SPECIFIED IME PEIOD. 8. DEWAEING SHALL BE HANDLED O ENSUE DISCHAGE MEES EGULAING WAE QUALIY SANDADS. DEWAEING DISCHAGE AND OHE EOSION AND SOMWAE CONOL ACIVIIES SHALL CONFOM O AN APPOVED CONSUCION SOM WAE POLLUION CONOL PLAN. 9. HE CONACO SHALL INSALL A SABILIZED CONSUCION ENANCE IN ACCODANCE WIH WSDO SANDAD PLAN I , A ALL POPOSED POJEC ACCESS SIES. 0. HE CONACO SHALL BE ESPONSIBLE FO SEE CLEANING, WASHING, O SWEEPING (ONSIE AND OFFSIE) DAILY AND/O UPON HE DIECION OF HE ENGINEE O UNDEAKE HE MEASUES DEEMED NECESSAY O AFFEC SUCH CONOL. 5. HE ESC FACILIIES SHALL BE INSPECED AFE EACH SOM AND DAILY DUING POLONGED AINFALL BY HE CONACO. HE ESC FACILIIES SHALL BE MAINAINED AS NECESSAY O AS DIECED BY HE ENGINEE O ENSUE HEI CONINUED FUNCIONING. NECESSAY EPAIS O EPLACEMEN OF FACILIIES SHALL BE ACCOMPLISHED POMPLY. SEDIMEN DEPOSIS SHALL BE EMOVED AFE EACH SOM EVEN AND/O WHEN HE LEVEL OF DEPOSIION EACHES APPOXIMAELY ONE-HALF HE MAXIMUM POENIAL DEPH. 6. PLACE FOO MINIMUM DEPH SABILIZED CONSUCION ENANCE AOP GEOEXILE O SOIL SABILIZAION FABIC. EXEND SOUHWES O EDGE OF ASPHAL DIVEWAY APON. WHEEL WASH MAY BE IMPLEMENED A DISCEION OF OWNE/ENGINEE. OWNE MAY ELEC O KEEP IN PLACE HE QUAY SPALLS A IME OF POJEC CLOSEOU. 7. INSALL CB INSE ON CB NEA ENANCE A 85H D. 5. ALL EQUIED EOSION/SEDIMENAION CONOL FACILIIES MUS BE CONSUCED AND IN OPEAION PIO O LAND CLEAING AND/O OHE CONSUCION O INSUE HA SEDIMEN LADEN WAE DOES NO LEAVE HE SIE, ENE HE DAINAGE SYSEM O VIOLAE APPLICABLE WAE SANDADS. ALL EOSION AND SEDIMEN FACILIIES SHALL BE MAINAINED IN A SAISFACOY CONDIION UNIL SUCH IME HA CLEAING AND/O CONSUCION IS COMPLEED AND POENIAL FO ONSIE EOSION HAS PASSED. HE IMPLEMENAION, MAINENANCE, EPLACEMEN AND ADDIIONS O EOSION/SEDIMENAION CONOL SYSEMS SHALL BE HE ESPONSIBILIY OF HE CONACO. 6. HE CONACO WILL BE ESPONSIBLE FO FIELD LOCAING HE CLEAING LIMIS AND ESABLISHING HOSE BOUNDAIES WIH BIGH COLOED FLAGGING. HE CONACO SHALL CLEA O ONLY HOSE LIMIS AS ESABLISHED, APPOVED BY ENGINEE AND FLAGGED IN HE FIELD. HE FLAGGING SHALL BE MAINAINED BY HE CONACO FO HE DUAION OF CONSUCION. HE ENGINEE MAY DESIGNAE SPECIFIC EES O PLANING WIHIN HE CLEAING LIMIS O BE SAVED. HOSE DESIGNAED WILL BE FLAGGED WIH BIGH COLOED FLAGGING OF A COLO DIFFEEN HAN HE CLEAING LIMIS FLAGGING.. SOM DAIN UNOFF FOM HE CONSUCION SIE SHALL NO AFFEC ADJACEN POPEIES. WHEE POSSIBLE, MAINAIN NAUAL VEGEAION FO SIL CONOL. 2. HE IMPLEMENAION OF HESE ESC PLANS AND CONSUCION, MAINENANCE, EPLACEMEN AND UPGADING OF HESE ESC FACILIIES IS HE ESPONSIBILIY OF HE CONACO UNIL ALL CONSUCION IS APPOVED. 3. SHOULD HE EMPOAY EOSION AND SEDIMENAION CONOL MEASUES AKEN AND/O UPGADED O EXPANDED FACILIIES/MEASUES BE INADEQUAE O CONOL EOSION AND SEDIMENAION, HE CONACO SHALL INSALL ADDIIONAL FEAUES NECESSAY O POEC ADJACEN POPEIES, SENSIIVE AEAS, NAUAL WAE COUSES AND/O SOM DAINAGE SYSEMS. 4. IN CASE EOSION O SEDIMENAION OCCUS O ADJACEN POPEY OWNES, ALL CONSUCION WOK WIHIN HE AEA, HA MAY FUHE AGGAVAE HE SIUAION, SHALL CEASE AND HE CONACO SHALL IMMEDIAELY COMMENCE ESOAION MEHODS. ESOAION ACIVIY WILL CONINUE UNIL SUCH IME AS HE AFFECED POPEY OWNE IS SAISFIED. JOHN POFE S S SAE OF C. E G WILSON, WASHINGON 468 I S E E D J.

6 SUVEY NOES : 4. LOCAIONS SHOWN ON HIS MAP AE BASED ON A FIELD SUVEY BY HAMSEN AND ASSOCIAES ON DEC. 9 AND 20, 2007 AND ECODED IN FIELDBOOK 96. BOUNDAY INFOMAION IS BASED UPON HE PLA OF MEADOW LAKE HIGHLANDS ECODED UNDE AUDIO'S FILE NO , ECODS OF SNOHOMISH COUNY, WASHINGON. LOCAION SUVEY WAS PEFOMED UNDE HE SUPEVISION OF DAVID HAMSEN AND JIM MCDANIEL IN CONFOMANCE WIH APPLICABLE SAE AND INDUSY SANDADS. 2. VEICAL DAUM: NGVD HOIZONAL DAUM: MEIDIAN PE PLA OF MEADOW LAKE HIGHLANDS. AUDIO FILE NUMBE : CONOU INEVAL: 2 FEE BENCHMAKS: OP OF BASS DISC IN CONCEE MONUMEN IN CASE A INESECION OF 90H AVE. SE AND 93D S. SE ELEVAION = 577.0' OP OF BASS DISC IN CONCEE MONUMEN IN CASE A INESECION OF 88H D. SE AND 92ND S. SE ELEVAION = 567.3' OP OF BASS DISC IN CONCEE MONUMEN IN CASE A 88H D. SE IN FON OF HOUSE NUMBE 877 ELEVAION = 520. OP OF BASS DISC IN CONCEE MONUMEN IN CASE A INESECION OF 85H D. SE AND 93D S. SE ELEVAION = ' NOES: POHOLE, SEE NOE ~. CONACO SHALL POHOLE 8-INCH VALVE CLUSE, 2-INCH WAE LINE, AND 8-INCH WAE LINE A LOCAIONS SHOWN ON PLAN MINIMUM ONE MONH PIO O ANY SIE WOK. POVIDE PIPE SIZE, MAEIAL, AND DEPH O BOH OWNE AND ENGINEE. OWNE SHALL HAVE EPESENAIVE ON-SIE O WINESS POHOLES. 2. UNDEGOUND UILIIES ESIMAED FOM MEADOWS LAKE HIGHLANDS WAE PLAN W-2, INCOPOAED BY EFEENCE. 6 SUVEY CONOL ABLE POIN DESCIPION NOHING EASING POPEY CONE POPEY CONE POPEY CONE POPEY CONE ALIUDE VAUL ALIUDE VAUL WAE ANK DECHLOINAION VAUL POHOLE, SEE NOE DECHLOINAION VAUL FLOW MEE VAUL FLOW MEE VAUL WAELINE EE WAELINE BEND WAELINE BEND SOM DAIN EE CACH BASIN CACH BASIN CACH BASIN CACH BASIN POHOLE O FIND 45 BEND, SEE NOE EAINING WALL EAINING WALL PIPE OULE PIPE INLE JOHN POFE S S SAE OF C. E G WILSON, WASHINGON 468 I S E E D J.

7 2' x 2' IP AP IN DICH BEFOE GOING INO CB NOES:. 2% SLOPE AWAY FOM ANK PAD, YPICAL ALL DIECIONS. 20' MIN ESIDENIAL YAD SEBACK ZONE EX 8" WAE 2. INSALL 2' SWALE. CENEED 2' FOM EAINING WALL. SEE /C-6 3. YPICAL ENCH PE 2/C-9 5' 8" SD CPSSP SEE NOE 3 EL CB YPE W/ FAME AND HEINGBONE GAE IM EL 555.0± IE (IN) E IE (OU) S CB YPE W/ FAME AND VANED GAE IM EL 555.2± IE (OU) W 75' EL 555. EL ' YP 3: YP AEA BEWEEN EAINING WALL AND ANK O ECEIVE 6 INCHES OF COMPACED CSC ±2' DAIN OCK 8" SD ±05 LF OF PEFOAED CPSSP WIH 2 FEE WIDH DAIN OCK O SUFACE, SEE /- 2% SEE NOE YP 67' OUSIDE DIA 75' FF A SHELL PEIMEE ~ EL HIGH POIN EL VAIES 2' O 4.' FULLY WAP 8" PEFOAED CPSSP IN GEOEXILE FABIC EL " PEFOAED CPSSP EMOVE EES AS EQUIED O PEFOM WOK ENCH DAIN NS - EL EL CB YPE 2 IM EL 552.± IE (IN) N IE (OU) SE F SWALE, SEE NOE 2 EAINING WALL, SEE /C-6 20' MIN ESIDENIAL YAD SEBACK ZONE 2' x 2' IP AP IN DICH BEFOE GOING INO CB EX ACCESS OAD EX 8" WAE 8" SD CPSSP SEE NOE 3 CB YPE W/ FAME AND VANED GAE IM EL 555.3± IE (OU) W JOHN C. SAE OF WILSON, WASHINGON J. EX 2" WAE POFE S S E G 468 I S E E D

8 77' NOES:. CONACO O VEIFY LOCAION OF 8 INCH GAE VALVE CLUSE, 2-INCH WAE AND 8-INCH WAE PIO O CONSUCION, OWNE O OWNES EP SHALL BE ON-SIE O WINESS POHOLE. 20' MIN ESIDENIAL YAD SEBACK ZONE EX 8" WAE 6" PVC WALL DAIN, SEE NOE 8 2. ALL PIPE AND FIINGS SHALL BE MECHANICAL JOIN WIH JOIN ESAINS, UNLESS NOED OHEWISE. MEGALUG JOIN ESAINS AE ACCEPABLE. 3. SEE 2/S-5 FO PIPE CLOSUE. 4. CONACO SHALL COMPLY WIH ALL DOSH, WAC, AND ALL OHE APPLICABLE EQUIEMENS FO SHOING COODINAE SHU-OFF OF WAE LINE WIH ASSOCIAION O FACILIAE IE IN. FLUSH AND CLEAN LINE IN ACCODANCE WIH SPECIFICAIONS. 6. UNCOVE AND EMOVE EXISING 45 BEND, EPLACE WIH 2-INCH WYE. 7. VALVE BOX PE ASSOCIAION SANDAD 03. EDGE OF CONCEE INGWALL 75' DIA FF ' 5' YP 8. CONNEC 6-INCH WALL DAIN O DECHLOINAION VAUL AS SHOWN. HOIZONAL LOCAION OF WALL DAIN AS ECOMMENDED BY WALL MANUFACUE. 9. CONNEC 6-INCH SUMP DAIN(S) FOM ALIUDE VALVE VAUL AND FLOW MEE VAUL O SD PIPING AS SHOWN. PIO O INSALLING DAINS, VEIFY 6-INCH SUMP DAINS CAN GAVIY FLOW O SD SYSEM. 67' 0' SEE NOE 3 ~ ALIUDE VALVE -2" x 8" EE, FL x FL VAUL AND PIPING, -2" GV, FL x J SEE /C-5-8" GV, FL x J -2" GV FL x FL -2" FLX-END FLEXIBLE EXPANSION JOIN, FL x J 3-VALVE BOX, SEE NOE 7-2" 45 BEND, J x J 2" WAE FLOW MEE VAUL SEE /C-9 SAMPLING SAION, SEE 3/C-9 6" FILL 5' SEE NOE 3 2" WAE 8" D PAX MIXE A ANK CENE, CABLE O OOF SEE DWG E " PVC SUMP DAIN, SEE NOE 9 8" OVEFLOW SEE /C CONNEC O EX 2" W, -2" WYE, J x J, SEE NOES 5 AND 6 2" SD -2" 45 BEND, J x J 2" WAE 558 DECHLOINAION VAUL, SEE /C-7 20' MIN ESIDENIAL YAD SEBACK ZONE EX ACCESS OAD EX 8" WAE EX 2" WAE 2" SD PVC, SEE DWG C- FO CONINUAION O SEE SYSEM JOHN POFE S S SAE OF C. E G WILSON, WASHINGON 468 I S E E D J.

9 NOES: OOF VEN ' HANDAIL 4' MINIMUM ESIDENIAL YAD SEBACK PE ZONING FF MAXIMUM OPEAING LEVEL = 90' 20' P/L DIA 75' SEISMIC SLOSHING FEEBOAD P/L ' 2' EL C FF A PEIMEE 3 SEE /C-6 FO EAINING WALL AND OAD SECION SEE /C-5 FO PIPING FOM EX 8" WAE O VAUL EX 8" WAE 4' SECION SCALE: " = 0'-0" SEE SECION A/S-3 FO SUCUAL FILL AND OILED SAND UNDE FLOO A C-2 CONCEE ING FOUNDAION SEE SECION A/S-3 EAINING WALL JOHN C. SAE OF WILSON, WASHINGON J. POFE S S E G 468 I S E E D

10 EX 8" WAE A BOL ON LADDE, SEE NOE " MIN '-8" SEE NOE PLAN " MIN SEE NOE 2 FO ANK FOUNDAION AND PENEAION S, SEE SUCUAL PLANS A VALVE VAUL AND PIPING COMPONENS " x 6" EE MJ x FL, SEE NOE 6" GAE VALVE, FL x MJ 6" FLEXIBLE COUPLING ADAPE 6" FLANGED COUPLING ADAPE 6" x 6" EE, FL x FL 6" 90 BEND, FL x FL 6" GAE VALVE, FL x FL, WIH HAND OPEAED WHEEL 6" x 6" WYE SAINE WIH BALL VALVE ON DAIN 6" SPOOL, FL x PE 6" ALIUDE VALVE WIH PESSUE SUSAINING FEAUE PECAS VAUL, UILIY VAUL 72-L-3-332P O APPOVED EQUAL SUMP WIH GALVANIZED GAING PIPE SUPPOS, SEE NOE 3 VALVE BOX PE WA SANDAD 03 NOES:. CONACO CAN EIHE WE AP O CU OU AND IE INO EXISING LINE. IF CUING OU, CONACO SHALL COODINAE SHU-OFF AND CU-IN OF EXISING LINE WIH ASSOCIAION, BHC, AND ALL AFFECED HOMEOWNES. EE SHALL BE INSALLED MINIMUM 5 FEE FOM ANY JOINS. FIINGS AND PIPING AS NECESSAY O MAKE IE-IN. 2. COE DILL BOOM OF SUMP DAIN AND POVIDE 6-INCH PVC SD PIPING O CONNEC O SD PIPING PE C IN ADDIION O PIPE SUPPOS SHOWN ON SECION, POVIDE A PIPE SUPPO UNDE 6-INCH GAE VALVE AND 90 BEND ON BYPASS PIPING. 4. MINIMUM 2-INCH CLEAANCE BEWEEN VAUL JOINS AND EDGE OF PIPE. CONACO SHALL CONFIM PIO O CONSUCION AND ODE/SUBMI VAUL ACCODINGLY. 5. ACCESS HACH O BE POUED OFF CENE OF VAUL O ALLOW ACCESS O BOL ON LADDE. 6. BOL ON LADDE O BE HO DIP GALVANIZED 3/4" UNGS ON 2" CENES. SIDE AILS SHALL BE 2" x 5/6" MOUNED ON BOOM AND OP. 7. SEE SPECIFICAION FO COAING EQUIEMENS O EXPOSED PIPING IN VAULS " SPOOL, PE x PE DISMANLING JOIN, FL x FL FLEX-END FLEXIBLE EXPANSION JOIN, MJ x MJ, WIH MEGA-LUG JOIN ESAINS DOUBLE SAP SS SEVICE SADDLE WIH PESSUE GAUGE ASSEMBLY SEE NOE SEE NOE 2 SECION A-A ALIUDE VALVE VAUL SCALE: /2" = '-0" C-3 JOHN POFE S S SAE OF C. E G WILSON, WASHINGON 468 I S E E D J.

11 GOUND ELEVAION BEHIND WALL 4 O 8 INCHES BELOW CAP UNI SOLID CAP UNI 8" MIN LOW PEMEABLE SOIL 3: MAX SLOPE NOES: ANK SHELL ING WALL FOOING 4" CSC 4" CSBC 4" FOUNDAION MAEIAL CLASS B DESIGN HEIGH 8" HIGH BY 8" WIDH IPLANE GAVEL BACKFILL FO DAINS FINISHED GADE /8" - /4" 8" 24" GID DEPH EINFOCED BACKFILL APPOXIMAE LIMIS OF EXCAVAION 2% DAIN OCK 2:H :V EAINED SOIL. WAP PEFOAED PVC PIPE IN 3/4" AGGEGAE AND FILE FABIC WIH DAINAGE COMPOSIE O AGGEGAE BACK DAIN SYSEM. 2. PE 02832,.04, EAINING WALL SHALL BE DESIGNED BY CONACO, CALCULAIONS AND DESIGN DAWINGS SHALL BE SUBMIED BY CONACO. USE OF GEOGID AND LOCAION OF WALL DAIN PIPE AS ECOMMENDED BY MANUFACUE. GEOEXILE FABIC FO SUBGADE UNEINFOCED CONCEE LEVELING PAD ANK PEIMEE D AND YPICAL EINFOCED WALL NS C- 6" PEFOAED PVC, IGHLINE O DECHLOINAION VAUL FOUNDAION SOIL EL 56.0 APPOXIMAE GOUND ELEVAION EINFOCED WALL PE /- FG EL EL FINISH GADE EAINING WALL ELEVAION SCALE: HOIZ "=0'-0" VE "=2'-0" A C-_ JOHN C. SAE OF WILSON, WASHINGON J. POFE S S E G 468 I S E E D

12 8" OF CHANNEL O PO BOL ON LADDE SEE NOE 3 A B 6" CAS IN PLACE CONCEE WEI " PO A 8" SD 6" DAIN NOES:. VAUL O BE OLDCASLE PECAS 687-LA WIH OPIONAL OP SECION 687-L-42E, O APPOVED EQUAL. 2-FOO ISE SECION UILIY VAUL 687-2X O APPOVED EQUAL MAY BE NECESSAY O ACHIEVE INVES. VAUL O HAVE 4-INCH WALL HICKNESS HOUGHOU, NO KNOCKOUS. 2. CONACO O INSALL IDEFLEX F- DUCKBILL VALVES O APPOVED EQUAL ON "DAIN" INLES. VALVE O BE FLANGE BOL ON YPE. 3. BOL ON LADDE O BE HO DIP GALVANIZED 3/4" UNGS ON 2" CENES. SIDE AILS SHALL BE 2" x 5/6" MOUNED ON BOOM AND OP AS NECESSAY. FP SUPPO ANGLE, L3 x 3 x /4 x 8" OC 2-3/8" SS EPOXY ANCHOS PE SUPPO ANGLE, YP DECHLOINAION SHELF SCALE /2" = '-0" VIA-D-CHLO ABLES IN 3' x 4' DECHLO MA BY POLLAD WAE O EQUAL -/2" FP GAING, -/2" x /2" GID SS GAING HOLD-DOWN CLIP, PE SUPPO ANGLE 2-8" DAIN 3'-6" 2" SD 4. POVIDE - 3' x 4' DECHLOINAION MA WIH VIA-D-CHLO ABLES AND 2-6" x 36" DECHLO SIPS O APPOVED EQUAL. CONACO O POVIDE SUPPLEMENAY PAIL OF VIA-D-CHLO (40 ABS) B 5. VAUL O BE SOLID WALL, NO KNOCKOUS. ALL PENEAIONS O BE COE DILLED. PLAN 3/8" x 3" FB, YP 6'-0" YP SHOP WELD 3/6" APPOX GOUND EL DUALLY HINGED FAME AND COVE, PAMEX O APPOVED EQUAL #3 x '-0" YP DOWEL INLE SIDE GADE INGS AS NECESSAY 6" 2" CHAMFE BOL ON LADDE SEE NOE 3 8" OF OVEFLOW PIPE CAS-IN PLACE CONCEE WEI SEE 3/- DECHLOINAION SHELF 8" DAIN IE SEE NOE 2 8" OF IE /8" x 3" POWES WEDGE - BOL ANCHOS, YP PLAN 0" C 3/8" x 3" FB, SEE OHE VIEWS FO DOWELS AND ANCHOS 8" DAIN IE SEE NOE 2 " PO 8" SD IE " SD IE " PO CAS-IN PLACE CONCEE WEI SEE 2/- '-0" MIN '-0" MIN #3 x '-0" YP DOWEL 2" MIN FOUNDAION MAEIAL CLASS B GOU IN FIELD, YP 2" MIN FOUNDAION MAEIAL CLASS B GOU IN FIELD, YP SECION A-A SECION B-B DECHLOINAION VAUL SCALE: /2" = '-0" C-3 ELEVAION CONCEE WEI SCALE " = '-0" 3 - SECION JOHN POFE S S SAE OF C. E G WILSON, WASHINGON 468 I S E E D J.

13 WAE LEVEL A OVEFLOW CAPACIY OVEFLOW EL MAX OPEAING LEVEL ANI-VOEX BAFFLE OP CAPACIY LEVEL (CL) ANI-VOEX BAFFLE, SEE NOE ANK SHELL OVEFLOW PIPE FLANGE GASKE, YP OF 2 PLAE FLANGE YP OF 2, 3/4" MIN PLAN NO. 24 MESH SS SCEEN NO. 4 MESH SS SCEEN ANK SHELL (INEIO) SILCONE SEALAN, YP PIPE SUPPO,YP SEE NOE OVEFLOW PIPING NOES:. OVEFLOW PIPING SIZE AND MAEIAL, ANK PENEAIONS, SUPPOS AND ANI-VOEX BAFFLE O BE DESIGNED BY CONACO. 2. OVEFLOW PIPING SHALL BE SIZED O HANDLE AN OVEFLOW AE OF A LEAS 000 GPM. 3. DO NO UNDEMINE ANK FOUNDAION. IF NECESSAY INSALL CB SO AS O SI ABOVE GADE. OVEFLOW PIPE SCEEN 2 NS - ANK SHELL (INEIO) PIPING, PENEAIONS AND AI GAP O BE DESIGNED BY CONACO OVEFLOW PIPE SCEEN SEE 2/- ANK FOUNDAION SEE SUCUAL DWGS FO S ANK SHELL (EXEIO) C/L GAE INLE YPE, CAS IN PLACE FINISH GADE 2% MIN 8" 8" OVEFLOW PIPING O DECHLOINAION VAUL ELEVAION OVEFLOW PIPING AND APPUANCES SCALE: 3/4" = '-0" C-3 JOHN POFE S S SAE OF C. E G WILSON, WASHINGON 468 I S E E D J.

14 DUALLY HINGED FAME AND COVE, PAMEX O APPOVED EQUAL ESOAION AS INDICAED ON DWG C-2 FINISHED GADE ALUMINUM HOUSING NOES: COPPE VEN UBE WIH 3/8" BALL VALVE. SAMPLING SAIONS SHALL BE MINIMUM 2.5' BUY, WIH A 3/4" FIP INLE, AND (UNHEADED) NOZZLE. 2" FLANGE COUPLING ADAPE 2" DI W PE x PE NOE: '-0" MIN BOL ON LADDE O BE HO DIP GALVANIZED 3/4" UNGS ON 2" CENES. SIDE AILS SHALL BE 2" x 5/6" MOUNED ON BOOM AND OP AS NECESSAY. 6" 2" DIA SUMP 0" MAGNEIC FLOW MEE SCALE: 3/4" = '-0" 7" 6" PVC C-3 UILIY VAUL 506-LA HOIZONALLY OFFSE PIPE O POVIDE MOE CLEAANCE FO HE LADDE AND ACCESS 2" DI W FL x PE 2" MAGNEIC FLOW MEE, SIEMENS SIANS MAG 500W FOM ANK 2" MIN FOUNDAION MAEIAL CLASS B PIPE SUPPO CONNEC O SD NOES: '-0" 6" 8". SELEC GANULA MAEIAL WIH MAXIMUM DIMENSION OF 6" PE WSDO. COMPACED O 90% OF MAXIMUM DENSIY. 2. GAVEL BACKFILL FO PIPE ZONE BEDDING SHALL BE SELEC GANULA MAEIAL PE WSDO (3). 3. OVEEXCAVAION AND PLACEMEN OF FOUNDAION MAEIAL MAY BE EQUIED A IME OF INSALLAION. FOUNDAION MAEIAL O CONFOM O WSDO , FOUNDAION MAEIAL CLASS B. 4. CDF BACKFILL MAY BE EQUIED IN LIEU OF SHOWN ENCH, AS INDICAED ON PLANS AND SPECIFICAIONS. YPICAL ENCH SCALE: 3/4" = '-0" 2 C-3 COMPACED ENCH BACKFILL MAEIAL, SEE NOE PIPE ZONE BEDDING, SEE NOE 2 FOUNDAION MAEIAL, SEE NOE 3 ALUMINUM BASE 2" GALVANIZED SEEL EXEIO CASING PIPE MIP x COPPE 3/4" ELBOW 3/4" W COPPE 3/4" MIP x COPPE FLAE FOD C28-33 * 2" GOUND LINE VALVE BOX WIH LID " AISED LEEING EADING "WAE", BOOM SECION OF VALVE BOX IS EQUIED FOD BALL VALVE CUBSOP B-333W COPOAION SOP 3/4" FOD F-600 DOUBLE SAP SEVICE SADDLE, OMAC #202NS SAMPLING SAION SCALE: " = '-0" CONCEE PAD 3/4" W COPPE 3 C-3 2. ALL SAIONS SHALL BE ENCLOSED IN A LOCKABLE, NON-EMOVABLE, ALUMINUM-CAS HOUSING. 3. WHEN OPENED, HE SAION SHALL EQUIE NO KEY FO OPEAION, AND HE WAE WILL FLOW IN AN ALL BASS WAEWAY. 4. ALL WOKING PAS SHALL BE BASS. EXEIO PIPING SHALL BE BASS. 5. SAMPLING SAION SHALL BE ECLIPSE NO. 88 SAMPLING SAION SHALL BE MANUFACUED BY KUPFELE FOUNDY, S. LOUIS, MO 6302, O APPOVED EQUAL. JOHN C. SAE OF WILSON, WASHINGON J. POFE S S E G 468 I S E E D

15 USE 3 WIES WIH 45 BAB AMS 2", YP 3 SAND BAB WIE CLASS III GALVANIZED O ALUMINIZED OP HINGE, 80 SWING GAE DIMENSIONS, SEE PLANS 8' CHAIN LINK FABICWIH DAK GEEN VINYL SLAS, YP 6'-0" OP HINGE, 80 SWING END, GAE, O CONE POS 8'-0" BACE POS CHAIN LINK FABIC FABIC BAND USS OD SECHE BA FABIC BAND CHAIN LINK FABIC SECHE BA ENSION WIE LINE POS 6" MIN OUND SECION, YP CONC POS HOLE FILL, YP 2'-0 MIN, YP BOOM HINGE, 80 SWING 6" MIN OUND SECION, YP 8" 2" OUND SECION 6" OUND SECION USS ODS BOOM HINGE, 80 SWING 2'-0 MIN, YP CHAIN LINK FENCE NS C- 2"MIN YP DOUBLE LEAF GAE CHAIN LINK GAE NS 2 C- WALKING GAE 2"MIN YP JOHN POFE S S SAE OF C. E G WILSON, WASHINGON 468 I S E E D J.

16 NOES:. FULL GIND AND OVELAY O EXENS IDENIFIED ON PLAN. E-ADJUS ALL UILIY COVES AS EQUIED. 2. SLOPE ASPHAL O DAIN O CB YPE CONACO O PESEVE INEGIY OF MONUMEN. IF MONUMEN IS DISUBED, CONACO O AKE ALL NECESSAY SEPS O SUVEY, PEMI AND EPLACE HE MONUMEN A NO ADDIIONAL COS O HE OWNE. 4. MAINAIN 5-FOO HOIZONAL AND 8-INCH VEICAL SEPAAION PAALLEL O WAE MAIN. SEE NOE 4 5. COE DILL 2-INCH DIAMEE ENY. MACH EXISING INVE IN CB B7A, ±. 6. LOCAE CB SO GAE IS AGAINS EDGE OF 3: WEDGE CUB. SLOPE O DAIN. 7. DEPHS AND INVES O BE DEEMINED IN FIELD. ASSUME 8-FOO MAXIMUM DEPH O INVE. 2" PVC SD 22 LF SEE DWG C-3 FO CONINUAION ONO ANK SIE CB YPE 2-48" SEE NOE 5 2" PVC SD 23 LF SEE NOE 2 INSALL SAW WALES AND HYDOSEED SLOPE AFE SOM IMPOVEMENS AE COMPLEE. ESC FO SLOPE AS DEEMINED BY OWNES EPESENAIVE 5' 2" PVC SD 2 LF 93D S SE 3+00 CDF ENCH DAM YP OF 2 SEE 2/C-2 MONUMEN SEE NOE 3 CB YPE 2-48" 85H D SE JOHN C. SAE OF WILSON, WASHINGON J. POFE S S E G 468 I S E E D

17 JOHN C. SAE OF WILSON, WASHINGON J. POFE S S E G 468 I S E E D

18 20' MIN ESIDENIAL YAD SEBACK ZONE 6'-0" WALKING GAE SEE 2/C-0 NOES:. ASSOCIAION MAY ELEC O KEEP GEOEXILES AND QUAY SPALLS FOM EMPOAY CONSUCION ENANCE IN PLACE. OAD SECION WILL BE FIELD ADJUSED ACCODINGLY SHOULD HIS BE HE CASE. GAVEL OAD ESOAION SEE /C-6 FO SAMPLE SECION EDGE OF CONCEE INGWALL ' 75' DIA FF ~ PAX MIXE A ANK CENE, CABLE O OOF SEE DWG E- 564 V V V ' MIN ESIDENIAL YAD SEBACK ZONE SEE NOE 2 20' DOUBLE LEAF GAE SEE 2/C-0 8'-0" CHAIN LINK FENCE WIH BAB WIE SEE /C-0 JOHN SAE OF C. E G WILSON, WASHINGON POFE S S 468 I S E E D J.

19 GENEAL SUCUAL NOES GENEAL SUCUAL NOES CONINUED GENEAL SUCUAL NOES CONINUED A. GENEAL. SCOPE HE GENEAL SUCUAL NOES AND YPICAL SUCUAL S AE GENEAL AND APPLY O HE ENIE POJEC EXCEP WHEE HEE AE SPECIFIC INDICAIONS O MODIFICAIONS O HE CONAY. HE CONACO SHALL DEEMINE WHICH YPICAL IS MOS APPOPIAE FO HE CONSUCION CONDIION. 2. APPLICABLE SPECIFICAIONS AND CODES ALL CONSUCION SHALL BE IN ACCODANCE WIH HE BUILDING CODE AND OHE EFEENCED SANDADS INDICAED IN HE CONAC DOCUMENS. HE POVISIONS OF HE BUILDING CODE SHALL SUPESEDE HE PLANS AND SPECIFICAIONS EXCEP WHEE HE PLANS AND SPECIFICAIONS AE MOE ESICIVE. 3. DIMENSIONS EFE O CIVIL, MECHANICAL AND ELECICAL DAWINGS FO SIZE AND LOCAION OF ALL OPENINGS FO SLEEVES, DUCS, PIPING, CONDUIS, EC., NO SHOWN. ALL OPENINGS IN SUCUAL MEMBES SHALL BE APPOVED BY HE SUCUAL ENGINEE PIO O INSALLAION. SUBMI DAWINGS HA SHOW ACUAL SIZE AND LOCAION OF PENEAIONS. COODINAE ALL DIMENSIONS WIH CIVIL, MECHANICAL, AND ELECICAL DAWINGS. SUCUAL DIMENSIONS CONOLLED BY O ELAED O MECHANICAL AND ELECICAL EQUIPMEN SHALL BE VEIFIED BY HE CONACO PIO O CONSUCION. 4. POVISIONS FO EQUIPMEN MECHANICAL AND ELECICAL EQUIPMEN SUPPOS, ANCHOAGES, OPENINGS, PIPE SLEEVES AND, PENEAIONS, ECESSES AND EVEALS NO SHOWN ON HE SUCUAL DAWINGS, BU EQUIED AND O SPECIFIED BY OHE CONSUCION DOCUMENS O VENDO SUPPLIED EQUIPMEN DAWINGS SHALL BE POVIDED AND INSALLED BY HE CONACO PIO O CASING CONCEE. 5. CONSUCION LOADS SUCUES HAVE BEEN DESIGNED FO SELF WEIGH AND OPEAIONAL LOADS ON HE COMPLEED SUCUES ONLY. UNIL HE SUCUES AE COMPLEE, INCOMPLEE SUCUAL ELEMENS SHALL NO BE ASSUMED O BE CAPABLE OF SUPPOING CONSUCION PHASE LOADING. HE CONACO SHALL DEEMINE WHEE AND WHEN ADDIIONAL BACING SHALL BE NEEDED UNIL HE SUCUE HAS EACHED SUFFICIEN DESIGN SENGH. HE CONACO SHALL BE ESPONSIBLE FO HE DESIGN OF ANY NECESSAY BACING. HE CONACO SHALL BE SOLELY ESPONSIBLE FO DESIGN OF ALL FOMWOK, SCAFFOLDING, IGGING AND EMPOAY BACING OF LIFING DEVICES O FIINGS, INCLUDING EMPOAY WELDMENS. 6. DAINAGE SUFACES SLOPE DAINAGE SUFACES UNIFOMLY O DAIN. SLOPE SHALL BE /4" PE FOO, EXCEP WHEE NOED OHEWISE ON HE PLANS. A CONACO'S OPION, BOOM OF SLAB MAY BE LEVEL AND MAINAIN A MINIMUM HICKNESS A FLOO DAINS. B. SUCUAL DESIGN DAA. GENEAL a. BUILDING CODE: 2009 INENAIONAL BUILDING CODE WIH WASHINGON SAE AND SNOHOMISH COUNY AMENDMENS AND BY EFEENCE ASCE 7-05 MINIMUM DESIGN LOADS FO AND BUILDINGS AND OHE SUCUES. b. OHE EFEENCES: AWWA SANDAD D00-05, WELDED SEEL ANKS FO WAE SOAGE, INCLUDING DECEMBE 2007 EAA c. OCCUPANCY: U d. OCCUPANCY CAEGOY: IV, ESSENIAL FACILIIY e. LOCAION: N, W, APPOXIMAE ELEVAION 558 F. 2. DESIGN LOADS: a. DEAD LOAD: ANK AND FLUID CONENS: SUPEIMPOSED DEAD LOADS: b. LIVE LOADS: SELF WEIGH COLLAEAL DEAD LOAD OF 5 PSF ON OOF FO CAHODIC POECION AND MISCELLANEOUS MECHANICAL/ELECICAL OOF-MOUNED EQUIPMEN. OOF: 20 PSF O 300 LB CONCENAED LOAD, WHICHEVE IS GEAE OOF AILING: 200 LB CONCENAED LOAD O 50LBS/F ON OP AIL, ANY DIECION LADDE LOADING: ANSI PAINES PLUGS O AIL: 000 LB CONCENAED LOAD c. SNOW LOAD GOUND SNOW LOAD Pg: 33.8 PSF SNOW EXPOSUE FACO Ce:.0 SNOW LOAD IMPOANCE FACO: Is =.2 (CAEGOY IV) HEMAL FACO: Ct =.2 (UNHEAED) FLA-OOF SNOW LOAD Pf: 4 PSF SLOPING OOF SNOW LOAD, PS: 4 PSF SNOW LOAD DISIBUION ON DOME OOF PE ASCE 7-05, SECIONS AND d. WIND DESIGN DAA BASIC WIND SPEED (3 SECOND GUS): 85 MPH WIND IMPOANCE FACO: Iw =.5 (CAEGOY IV) WIND EXPOSUE: C ALL DIECIONS MAXIMUM SAGNAION PESSUE qz: 23 PSF INENAL PESSUE COEFFICIEN: ENCLOSED. CGpi = +/-.8 EXENAL PESSUE: MAXIMUM ALLOWABLE EXENAL PESSUE DUE O INENAL VACUUM (CAASOPHIC DISCHAGE):5 PSF e. EAHQUAKE DESIGN DAA: SEISMIC IMPOANCE FACO: Ie =.50 (CAEGOY IV) MAPPED SPECAL ACCELEAIONS: Ss =.0859 S = SIE CLASS: C SIE COEFFICIEN: Fa=.0 SIE COEFFICEIN Fv=.46 SPECAL ESPONSE COEFFICIENS: SDS = SD = 0.6 SEISMIC DESIGN CAEGOY: D BASIC FOCE ESISING SYSEM: WELDED SEEL PLAE ANK SHELL ESPONSE MODIFICAION COEFFICIEN: i = 3.0 (IMPULSIVE) c =.5 (CONVECIVE) IMPULSIVE DESIGN ACCELEAION: CONVECIVE DESIGN ACCELEAION: ANK MASS : WAE MASS : DESIGN BASE SHEA: 98 KIPS KIPS 068 KIPS ANALYSIS POCEDUE: EQUIVALEN SAIC FOCE POCEDUE f. SOILS DAA: SOILS EXPLOAION INFOMAION IS CONAINED IN: ) EPO OF GEOECHNICAL INVESIGAION, OOSEVEL.0 MILLION GALLON ESEVOI, EPO #80652 DAED JANUAY 4, 2007 AND CLAIFYING COMMENS DAED FEBUAY 9, LOCAIONS AND LOGS OF BOINGS AND ES PIS, AS WELL AS SOIL ES ESULS AE CONAINED IN HESE EPOS WHICH AE AVAILABLE FO CONACO EXAMINAION BU AE NO PA OF HE CONAC DOCUMENS. SOIL BEAING PESSUE: PASSIVE EAH PESSUE: SLIDING FICION COEFFICIEN: EAINING WALL ACIVE EAH PESSUE: g. SELF SAINING LOADS: C. CONCEE 6 KSF SAIC WIH A ONE HID INCEASE FO SHO EM LOADING SUCH AS WIND O EAHQUAKE 225 PCF EQUIV FLUID 0.40 A FOOINGS, 0.25 UNDE ANK FLOO 40 PCF EQUIVALEN FLUID CONCEE DYING AND HEMAL SUFACE E =.0008 AMBIEN EMPEAUE ANGE -30 F O 20 F, CONSUCION EFEENCE EMP 64 F. SPECIFICAION SEE SPECIFICAIONS FO COMPLEE EQUIEMENS FO MIX DESIGNS, FOMING,EINFOCEMEN, PLACING, CUING, AND FINISHING. 2. DESIGN SESSES a. CAS-IN-PLACE CONCEE SUCUAL CONCEE: 4000 PSI A 28 DAYS, AI ENAINED PLAIN CONCEE: 3000 PSI A 28 DAYS SUCUAL CONCEE SHALL CONAIN AN ACCEPABLE ADMIXUE O PODUCE 4- O 6- PECEN ENAINED AI, UNLESS NOED OHEWISE. b. EINFOCING SEEL SHALL BE ASM A65 DEFOMED BAS, GADE 60. WELDED WIE FABIC SHALL BE ASM A85 SMOOH WIE - fy = 60 KSI MINIMUM. 3. EXA ACCESSOY BAS ASIDE FOM NOMAL ACCESSOIES USED O HOLD EINFOCING SEEL IN POSIION, HE FOLLOWING SHALL BE ADDED: a. IN SLABS NO. 4 AISE 48" MAXIMUM O SUPPO OP EINFOCING SEEL b. IN WALLS WIH WO CUAINS NO. 3 U O Z SHAPE 6'-0" OC EW 4. BA SPLICES SPLICES OF EINFOCING SEEL BAS SHALL BE IN ACCODANCE WIH HE BUILDING CODE AND SHALL BE CLASS B, UNLESS OHEWISE NOED. HE LENGH OF LAP SPLICE OF BAS OF DIFFEEN DIAMEE SHALL BE BASED ON HE SMALLE DIAMEE. 5. SANDAD HOOKS BAS ENDING IN IGH ANGLE BENDS O HOOKS SHALL CONFOM O HE EQUIEMENS OF HE BUILDING CODE. 6. SLOPING SLABS MONOLIHIC SLABS WIH OPS HA AE SLOPED SHALL HAVE BOOMS SLOPED HE SAME AMOUN, MAINAINING A UNIFOM SLAB HICKNESS, UNLESS OHEWISE NOED. 7. CHAMFES EXCEP AS OHEWISE NOED, EXPOSED CONCEE CONES AND EDGES SHALL HAVE 3/4" CHAMFES. E-ENAN CONES SHALL NO HAVE FILLES. 8. CONSUCION JOINS ENGINEE APPOVAL IS EQUIED FO ANY CONSUCION JOINS NO SHOWN ON HE DAWINGS. CONSUCION JOINS SHALL BE ED AS SHOWN ON HE DAWINGS. 9. ANCHOS USE ESIN-BONDED ANCHOS U.N.O. D. NON-SHINK GOU GOU FO BASE PLAES, EQUIPMEN ANCHOAGE AND GENEAL PUPOSES SHALL BE APPOVED, NON-SHINK CEMENIIOUS GOU CONAINING NAUAL AGGEGAES DELIVEED O HE JOB SIE IN FACOY PEPACKAGED CONAINES EQUIING ONLY HE ADDIION OF WAE, ASM C07 YPE B O C. JAM SAE ES J. LUZ OF WASHINGON SUCUAL POFE S S 2063 ENG I NEE

20 GENEAL SUCUAL NOES CONINUED SUCUAL ABBEVIAIONS E. SEEL. CODE AND SPECIFICAIONS SEEL CONSUCION SHALL CONFOM O HE SPECIFICAIONS AND SANDADS AS CONAINED IN HE 3H EDIION OF HE AISC MANUAL OF SEEL CONSUCION. 2. MAEIAL SUCUAL SHAPES, BAS, PLAES, AND SHEES SHALL BE SEEL MEEING ASM A36 SPECIFICAIONS. ANCHO BOLS SHALL BE EIHE ASM A36 O ASM F554 GADE 36 WIH ASM A563 NUS, UNC HEADS AND ASM A436 WASHES. PIPE COLUMNS SHALL BE ASM A53 GADE B SANDAD WEIGH. UBE SECIONS SHALL BE ASM A500 GADE B. WIDE FLANGE SHAPES MAY BE ASM A572 GADE B O ASM A992 IN LIEU OF A36. BOLS FO OHE CONNECIONS SHALL BE EIHE ASM A307 O A WELDING WELDING SHALL CONFOM O AWS D. CODE FO AC AND GAS WELDING IN BUILDING CONSUCION. WELD FILLE SHALL BE 70KSI LOW HYDOGEN GOUP. WELDING SHALL BE CONDUCED BY WELDES CEIFIED BY HE AWS. MINIMUM FILLE WELD SHALL BE 3/6" UNLESS NOED OHEWISE. 4. HO-DIP GALVANIZING UNLESS OHEWISE NOED O SPECIFIED, SEEL SHALL BE HO-DIPPED GALVANIZED AFE FABICAION. 5. BOLS WHEE SAINLESS SEEL BOLS AE SHOWN ON HE PLANS HEY SHALL CONFOM O ASM F593 GOUP 2, CONDIION AF O CW, WIH NUS AND WASHES OF MACHING MAEIAL CONFOMING O ASM F594. UNLESS OHEWISE INDICAED, BOLS SHALL CONFOM O ASM A325. F. FOUNDAION PEPAAION FOUNDAIONS, UNLESS NOED OHEWISE IN HE GEOECHNICAL EPO, SHALL BEA ON UNDISUBED, DENSE ALLUVIAL SOIL. IF UNDISUBED, DENSE ALLUVIAL SOIL IS NO FOUND A HE BOOM OF HE FOOING ELEVAION. WEAK MAEIAL SHALL BE EMOVED AND EPLACED WIH COMPACED BACKFILL IN ACCODANCE WIH HE SPECIFICAIONS. POVIDE GADED CUSHED O NAUAL OCK BASE COUSE BENEAH CONCEE SLABS O FOOINGS WHEE INDICAED. BACKFILL SHALL BE COMPACED O 90% OF MAXIMUM DENSIY USING ASM D557. G. FIBEGLASS IEMS. FIBEGLASS GAING SHALL BE PULUDED I-BA YPE, DUEDEK I-6000, /2" DEEP, COSS-BAS A 6", WIH NON SLIP SUFACE O APPOVED EQUAL. 2. FIBEGLASS AILING AND FIINGS SHALL BE SAFAIL, 2" x 2" POS AND AIL O APPOVED EQUAL. 3. FIBEGLASS LADDES SHALL BE SAFAIL O APPOVED EQUAL. 4. FIBEGLASS I-BEAMS, ANGLES AND SHAPES SHALL BE EXEN O APPOVED EQUAL. H. SPECIAL INSPECION IN ADDIION O HE INSPECIONS EQUIED BY SECION 0 OF HE 2009 IBC, SPECIAL INSPECION SHALL BE POVIDED BY HE OWNE, ENGINEE, O HEI DESIGNEE AS FOLLOWS:. SEEL CONSUCION: IN ACCODANCE WIH 2009 IBC SECION AND ABLE WELDS SHALL ALSO BE INSPECED IN ACCODANCE WIH AWWA D00, SECIONS AND CONCEE CONSUCION: IN ACCODANCE WIH 2009 IBC SECION AND ABLE SOILS: IN ACCODANCE WIH 2009 IBC SECION AND ABLE I. DEFEED SUBMIALS. SEEL FABICAO QUALIFICAIONS INFOMAION, INCLUDING INFOMAION SPECIFIED IN HE 2009 IBC SECION O QUALIFY HE SEEL FABICAO FO EXEMPION FOM SPECIAL INSPECION OF SHOP FABICAED SEEL. 2. SHOP DAWINGS FO SEEL FABICAIONS. J. IEMS EQUIING SPECIAL INSPECION FO SEISMIC ESISANCE. ALL FULL PENEAION WELDS FO ANK SHELL, CONNECION OF SHELL O OOF, AND E-INSALLAION OF DOO PLAE CU FO ANK ACCESS. 2. ALL EINFOCEMEN AND CONCEE FO ANK FOUNDAION. 3. ALL FILLE WELDS A SHELL MANHOLE DOUBLE PLAES AND NOZZLE AACHMENS. 4. INSALLAION OF DOUBLE BALL AB ACI AISC AIC AL AL ANSI APPOX ASM AWS AZ BLDG BM BO BP B BG CB CC CF CFS CIP CJ CJP C/L CL CLSM CN CMU COC COL CONC CONN CON CPLG CWD DBA DEG or DI DIA DWG EA EF EJ EL ELEC EL EMBED EQ ES EW EX FAB FB FIN FF FL FS F or ' FG GA GAL GALV GLULAM HOIZ or H H ID IE IF IN or " IE JS J A ANCHO BOL AMEICAN CONCEE INSIUE AMEICAN INSIUE OF SEEL CONSUCION AMEICAN INSIUE OF IMBE CONSUCION ALUMINUM ALENAE AMEICAN NAIONAL SANDAD INSIUE APPOXIMAE ACH ACHIECUAL AMEICAN SOCIEY FO ESING AND MAEIALS AMEICAN WELDING SOCIEY AZIMUH BUILDING BEAM BOOM BASE PLAE BICK BEAING CONE BA CENE O CENE CUBIC FEE COLD FOMED SEEL CAS-IN-PLACE CONSUCION JOIN COMPLEE JOIN PENEAION CENE LINE CLEAANCE, CLEA CONOLLED LOW SENGH MAEIAL CONE CONCEE MASONY UNI CIY OF COVINGON COLUMN CONCEE CONNECION CONINUOUS COUPLING COVINGON WAE DISIC DEFOMED BA ANCHO DEGEES DUCILE ION DIAMEE DAWING EACH EACH FACE EXPANSION JOIN ELEVAION ELECICAL ELBOW EMBEDMEN EQUAL EACH SIDE EACH WAY EXISING FABICAION FLA BA FINISH FINISHED FLOO FLOO FA SIDE FOO or FEE FOOING GAGE GALLON GALVANIZED GLUE LAMINAED BEAM HOIZONAL HEIGH INSIDE DIAMEE INVE ELEVAION INSIDE FACE INCH INVE JOIS JOIN K KIP L LENGH or MEAL ANGLE LBS POUNDS LF LINEA FEE LONGI LONGIUDINAL MAX MAXIMUM MECH MECHANICAL MF MANUFACUE MIN MINIMUM MISC MISCELLANEOUS MO MASONY OPENING N/A NO APPLICABLE NIC NO IN CONAC NO. or # NUMBE NOM NOMINAL NS NEA SIDE NS NO O SCALE OC ON CENE OD OUSIDE DIAMEE OF OUSIDE FACE PC PECAS PCF POUNDS PE CUBIC FOO PEF PEFOAED PJF PEFOMED JOIN FILLE PJP PAIAL JOIN PENEAION PL PLAE PS PESESSING ENDON PSF POUNDS PE SQUAE FOO PSI POUNDS PE SQUAE INCH PVC POLYVINYL CHLOIDE ADIUS C EINFOCED CONCEE CP EINFOCED CONCEE PIPE ED EDUCE EINF EINFOCING O OUGH OPENING SL SLOPE SOG SLAB ON GADE SP SPACE SQ SQUAE SQ IN SQUAE INCH SSL SAINLESS SEEL SI SIUP SD SANDAD SL SEEL S SUCUAL &B OP AND BOOM EMP EMPOAY OC OP OF CONCEE OF OP OF FOOING OG OP OF GAE OM OP OF MASONY OS OP OF SEEL, OP OF SLAB OW OP OF WALL PI USS PLAE INSIUE ANS ANSVESE YP YPICAL UBC UNIFOM BUILDING CODE UNO UNLESS NOED OHEWISE VA VAIES VE VEICAL W/ WIH W/O WIHOU WHS WELDED HEADED SUD WP WOK POIN WSP WAE SOP WW WELDED WIE EINFOCEMEN JAM SAE ES J. LUZ OF WASHINGON SUCUAL ENG POFE S S 2063

21 AZ = 0 CONOL JOIN MIDWAY BEWEEN ANCHO, 6 PLACES, EQUALLY SPACED, SEE /S-4 EL OP OF FOOING /2" 6" MIN 2" -/4" NON-SHINK GOU 36'-0" FOOING INSIDE ADIUS 39'-6" FOOING OUSIDE ADIUS 37'-6" SHELL OUSIDE ADIUS 37'-0" BOL CICLE ADIUS CENELINE OF 8" INLE PIPE AZ = 270 AZ = 90 /2" ANCHO BOL, 24 EA, EQUALLY SPACED, SEE 7/S-4 NOCH FOUNDAION A PIPELINE NOCH FOUNDAION A PIPELINE, SEE 4/S-4 EQ EQ AZ = C/L OF 30" SHELL MANWAY C/L OF 2" OULE AND FLOO DAIN AZ = 225 AZ = 25 C/L OF EXEIO LADDE AZ = 200 C/L OF OVEFLOW C/L OF 30" SHELL MANWAY AZ = 67.5 CONACO DESIGNED COLUMN FOOINGS, YP, IF INEIO COLUMNS AE USED, MAXIMUM ALLOWABLE BEAING PESSUE 6,000 PSF YP - A OILED SAND CUSHION 3" MIN SUCUAL FILL ADD 3-#5 CICUMF BAS EF, EQ SP W/ & B BAS 4-#5 & B, EQ SP CICUMF BAS SHELL OUSIDE ADIUS 37'-6" EL " MIN /4" MIN BO PL 2'-0" '-6" MIN 3'-6" 2" 4" C/L '-6" ANCHO CHAI, SEE 7/S-4 /2" ANCHO BOL, SEE 5/S-4 " CHAMFE EL OP OF FOUNDAION NU COMPACED BASE COUSE OVE GLACIAL ILL SIUPS A #5 4'-0" MAX, MIN 2" LAP SEE NOE 3 4" x 4" x /8" WASHE, SEE 6/S-4 DOUBLE NU 3'-8" 3" MIN 6" MAX SEE SIE PLAN FO BACKFILL HIS SIDE NOES: AZ = 80 FOUNDAION PLAN SCALE: " = 5'-0". SEE 2/S-4 FO SUPPLEMENAL EINFOCEMEN A EACH ANCHO (NO SHOWN FO CLAIY). 2. LAP SPLICE #5 CICUMFEENIAL BOOM BAS 3" MIN, LAP ALL OHE #5 CICUMFEENCE BAS 4" MIN. 3. WAP ANCHO BOL WIH EFLON APE O OHE APPOVED BOND BEAKE BEWEEN WASHE AND OP OF FOOING, PIME BOLS PIO O CONCEE PLACEMEN. FOOING SECION SCALE: " = '-0" A - JAM SAE SUCUAL ENG POFE S S ES J LUZ OF WASHINGON

22 3'-3" 2" #6 6MK J CONINUES O I.F. OF FOOING J2 SD HOOK J 40" J2 EQUIED ON O.F. OF FOOING ONLY CONSUCION JOIN NS BA DIAGAM NS 28" 2" /4" x " PEFOMED JOIN FILLE 3/4" CHAMFE EACH SIDE 40" S-3 3-2'-0" J SECION J2 SECION 6MK2 5MK 3MK #5 SD HOOK '-" #3 '-" OP SEEL, PE A/S-3 4-6MK2 SPLICE 3" O #5 BAS C/L 2'-0" ANCHO BOL, SEE A/S-3 5MK, ES 6MK 3MK (4 PLCS) OUSIDE FACE ELEVAION ADDIIONAL EINFOCEMEN A EACH ANCHO BOL SCALE: /2" = '-0" OP OF FOOING '-0" 5MK 2 6MK 2 S-3 SEE SECION B/S-5 FO SPECIAL BACKFILL EQUIEMENS PIPE SECION '-6" O.F. OF FOOING 2 6MK 4 EA-6MK2 ASM F436 WASHE, CICULA ANCHO BEAING PLAE, SEE 7/- OP OF CONCEE WASHE, SEE 6/- 8" 26 /2" ASM A36 O F554, G36 BOND BEAKE SEE A/S-3 /2" MIN /2" MIN 3" MIN HEADED UNC /2" OD, HEADED WHEE SHOWN ALL NUS ASM A563, NON-ZINC COAED HEX, UN GADES B, D O DH 6" MIN HEADED UNC (PIME ALL PAS BEFOE ASSEMBLY) 52" 37'-6" SHELL OUSIDE ADIUS C/L SYM FOOING A PIPE COSSING 4 SCALE: /2" = '-0" S-3 SECION ANCHO BOL (24 EQ'D) 5 SCALE: 3" = '-0" S-3 6 3/4" 4" 3/6" DIA /8", A36 PLAN VIEW 4" 9/6" DIA /8" 6" /2" PL SEAL /4" ASM A36 /4" 4" ANCHO WASHE (24 EQ'D) 6 SCALE: 3" = '-0" - 2'-" 4" SEAL /4" SHELL PLAE NOCH /2" A : FLOO PLAE ASM A36 2" JAM SAE ES J. LUZ OF WASHINGON FON ELEVAION ANCHO CHAI SCALE: /2" = '-0" 7 S-3 SIDE ELEVAION SUCUAL ENG POF E S S 2063

23 NOE: ANK SHELL A - EXCAVAE ENCH AFE PLACING AND COMPACING SUCUAL FILL. OP OF FOUNDAION BLOCKOU, SEE 4/S-4 COVE OPEN AEA WIH GEOEXILE O HOLD SYOFOAM IN PLACE BEFOE BACKFILLING PIPE HIS SIDE SEE YAD PIPNG S FO CONINUAION ING WALL FOOING 6" O 2" PIPE PE YAD PIPING PLAN, DWG C-3 SIL SOP SEE 3/- (OULE PIPE ONLY) FLOO PLAE SEE DWG S-3 FO C/L LOCAION PIPE CLOSUE, SEE 2/- PIPE, A53 SEEL, SCH 40 SD FCA CDF BACKFILL, O UNDESIDE OF PACH PLAE NEW PIPE FLOO P/L EXCAVAION LINE AND FACE OF UNDISUBED SOIL CONCEE FOOING FILL ZONE WIH SYOFOAM "POPCON" PACKING MAEIAL 8" DI INLE O 2" OULE PIPE B - DUCILE ION PIPE INSALL BEFOE FOOING FLEXIBLE COUPLING ADAPE (FCA) CU PLYWOOD FOM O KEEP CDF FOM FLOWING INO FOUNDAION BLOCKOU, ABANDON IN PLACE BOOM OF EXCAVAION MJ O FL & FCA (ESAINED JOIN) 90 BEND 6" MIN '-6"± YP ENCH LIMIS PE SD COMPACED PIPE BEDDING O BASE OF FOOING INLE O OULE PIPING SCALE: /2" = '-0" S-02 ENCH AND PACH SECION NS A - ENCH BENEAH BLOCKOU SECION B NS - 3/6" 5/6" SIL SOP, SEE SEE 3/- (2" OULE PIPE ONLY) 3/6" 3" 6" Ø A 6" PIPE 22" Ø A 2" PIPE C/L 5/6" CLOSUE PLAE, A36 3/6" /4" x 2" x 2" FB (3 PLACES, EQ SPACING) DO NO WELD O SIL SOP 4 /2" 2" PIPE 3/6" 6" O 2" SCH 40 PIPE /4" x 6 7/8" ID x 22" OD, A36 A 6" PIPE /4" x 3" ID x 28" OD A 2" PIPE INSIDE CU LINE, CLOSUE PLAE /4" x 4" FB, A36, 30" ID SIL SOP PIPE CLOSUE SCALE: /2" = '-0" 2 - SIL SOP SCALE: /2" = '-0" 3 S-02 JAM SAE ES J. LUZ OF WASHINGON SUCUAL ENG POFE S S 2063

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28 CONDUI CONDUI & WIE SCHEDULE AG # SIZE YPE WIE DESCIPION FOM O NOES P-X (2) PE SPEC (2) (2) (2) SEE ONE-LINE FO ALL POWE CONDUI & WIE C 3/4" GC 4#4 INSUMEN / DEVICE MCP ACEWAY O NEAES PB C 3/4" GC 8#4 INSUMEN / DEVICE MCP ACEWAY O NEAES PB C-MCC 2" GC MCC MCP S-MCC 2" GC MCC MCP S 3/4" GC #6 SP INSUMEN/DEVICE MCP ACEWAY O NEAES PB S 3/4" GC #6 SP & 3#4 INSUMEN / DEVICE MCP ACEWAY O NEAES PB S2 3/4" GC 2#6 SP INSUMEN / DEVICE MCP ACEWAY O NEAES PB S3 " GC 3#6 SP INSUMEN / DEVICE MCP ACEWAY O NEAES PB SF 3/4" GC MFG CABLE FLOW UBE FLOW ANSMIE AX 3/4" GC 3#2 O 3#0 DEVICE PANEL A SEE PANEL FO CICUI # BX 3/4" GC 3#2 O 3#0 DEVICE PANEL B SEE PANEL FO CICUI # NOE: CONDUI YPE EFES O HE MOS PEVELEN YPE USED FO HA AG - YPES MAY CHANGE - SEE SPECIFICAIONS SECION 645 FO S. GC= GALVANIZED IGID SEEL, PGC = PVC COAED GC () = POVIDE PE PACKAGED VENDO EQUIEMENS (2) = SEE ONELINE ACEWAYS O INDIVIDUAL DEVICES CAN BE COMBINED IN COMMON ACEWAYS HU PULL BOXES INO LAGE ACEWAYS O HE MCP AND MCC - SIZE CONDUIS PE NEC PLUS AN ADDIIONAL 50% SPAE SPACE (IE 20% FILL) SIGNAL AND CONOL WIE NUMBES AE MINIMUM POVIDE AS EQUIED BY HE WIE DIAGAMS WHICHEVE IS HE GEAE NUMBE

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