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Home My WebLink About88D1020 �0 m Z i \ P V a P+ >W NU AUBURN GR EEN LEGAL DESCRIPTION OWNER: AUBURN GREEN OF SITE ASSOCIATES LOST - REPLACE MONUMENT WITH TYPE A MONUMENT 200 112th AVE NE r, 206 MODIFIED BY CITY. CITY TO FURNISH BRASS BELLEVUE , WA 98004 DISC INDEX TO DRAWINGS PARCEL A : LOT 3 OF CITY OF AUBURN SHORT PLAT NO. DRAWING TITLE NUMBER SP -13 -76 , RECORDED UNDER RE— a ., 1 _ �} ,,, CORDING NUMBER 7812050719 , BEING A � � -0 CORRECTION OF SAID SHORT PLAT RECORDED ' << I ( COVER SHEET UNDER RECORDING NUMBERS 7608130588 AND 2 SITE PLAN 7807110287 , SAID SHORT PLAT BEING �} �. x" -e N DESCRIBED AS FOLLOWS : '' 3 MISCELLANEOUS THE SOUTHEAST QQUARTER OF THE NORTHWEST TOWNSHIP 21 N M. JIM NORTH , RANGE 5 EAST , W . M . IN KING d — t Y SEWER PLAN COUNTY ; LESS THE NORTH 30 FEET FOR - --� k ` 5 SANITARY SEWER - ROAD � 7 _ � , n.,. .�,. �_ DETAILS & SPECIFICATIONS F ST 3E PARCEL B : "�. 6 t WATER SYSTEM - PLAN THE NORTH 160 FEET OF THE WEST HALF OF THE WEST HALF OF THE EAST HALF OF 7 WATER SYSTEM - DETAILS THE NORTHEAST QUARTER OF THE SOUTH— 4, & SPECIFICATIONS WEST QUARTER , LYING NORTH OF WILLIS -- ROAD , IN SECTION 30 , TOWNSHIP 21 NORTH , Y. . 8 GRADING & DRAINAGE PLAN RANGE 5 EAST , W . M . , IN KING COUNTY , _ _x BEING KNOWN AS LOT 1 OF CITY OF AUBURN ri MK ! s ! 9 "G" ST SE - UTILITIES, PLANS lot SHORT PLAT NUMBER SP -14-78 , REVISION RECORDED UNDER RECORDING NUMBER I :r 8009290574 . ; & PROFILES 10 "G " ST SE ( cont 'd ) -UTIL- A �-�` - ITIES , PLAN & PROFILE _ y- - T-Tv , � � 11 11 G PL SE UTILITIES, .. „ a �,, , ,..1 �-"�`'� :� �► PLA PROFILE 12 G PL SE (cont d ) - UTIL - At .. i 7th 5T5¢ '� - ITIES , PLAN & PROFILE 1 y ,.�f...., 2bT ST SE 5, , • --; � 4 �, .-- ,� , , , 13 E , 31 st LN SE - y � _ 30 th ST S _ UTILITIES, PLANS & PROFILES `t `' 14 32nd LN SE , 32nd ST SE - /' UTILITIES , PLANS 8 SITE PROFILES SCALE IN FEET I"= 162' VICINITY MAP 15 PAVING 0 100 200 300 400 500 NO SCALE 16 DIMENSIONS 17 PRIMARY 8 SECONDARY CONSULTING ENGINEER'. YUHL B ASSOCIATES POWER 8& LIGHTING 12828 NORTHUP WAY 18 POWER- DETAILS 8 SPECS. BELLEVUE, WA 98005 19 1 LANDSCAPING �v F —QYQ 3_-3c-.e Ac pkovEO G PPS ' 88D1020 of i7 DE 346 c0 � 0 MAN 3 a W 0 z 0 r u u a � U m " o � u w � a o n +i in m z mm O y � m N N 1 W H 2 L: 2 Y 2 O U z O N w c cn O W Q O F ; OD Q D1 U CL ID O D Q OD to 2 3 OD i } } t + + + NQ m W ' O ::) OD Z > W _J w J CO J z a OD W ALL LABOR AND MATERIALS ARE TO BE IN ACCORDANCE W >^ - m WITH CITY OF AUBURN REQUIREMENTS WHICH IS THE 1981 EDITION OF THE APWA STANDARD SPECIFICATIONS FOR MUNICIPAL PUBLIC WORKS CONSTRUCTION UNLESS SUPPLEMENTED OR MODIFIED BY THE CITY OF AUBURN . ------- -------- ------ ;• � � i i I � � - - - i � ' ' -I : i �-I � 1 r 1 � � � I : 135 is 36 is 37 - - �e_ L_ I _ I L_; I i I I I I � : 1 I I Il I 1 I ' I I I ' 1 L _ L_ _ -I r � 47 I 9& I 49 I 50 I I 51 I 52 I n n .� I I I I I - I I I I I I `/I - G PLACE S.E. FOR a _ , _. - I __ __ � ___I_` i l l I I , 1 •, I -, 1 I f: I i; l �n l %-i l P i -1 1 r - ' I EMERGENCY)ACCESS I DETAILS - - I - L - - _� 1 - - -I , . 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S.E. _ �. .� - �• - - - . . : ' F -I i I I I I _ W -- -- -- -- - 1 - - - -• I I I I I I I : 1 i ' ' : I : uj uj - . . . . . . . . . .� � ' : I : I : I I I , . I - I LL l ; I 1 N > . - -' I I I : I ' - T I I 'I I 1 1 I L -lO I©I -I 1 I LLJ I- , Z = 41 3 . I i 26 : 25 I 29 , I 2g I I 22 21 I 1 20 I I 19 I 18 I I 16 I O O ©' vI Oi L OI ' ' O �I O, IOI '�I w O w i 17 I . ' - I I I I I I I I z m O m ©2 - - I I I I ' . I , I , ' I I , Q I A 3 O N Icy .. -J ' '- Jn - r�� I '-1 ' -lp I Ip� I - , I ` -' - -I o .Q L- - - - - - - J 4 - - - 4 _I Y I 4 4 I +' Y_ - - I Q - - - - - J - J - '+ '--I+ : I Y 7 Q Z a I W Bonn— Z mz O w 2 APVR0, VED M m W F H U Q ' w wz OA,c Z /yy_/ s(c - w V ( APPROVED 6T'='A — w a 88DI020 2 of n DE � 346 Ito z M3 M 0 GRADING YAkD TOPSOIL SCOPE OF WORK - PROVIDE MATERIALS . LABOR, EQUIPMENT, SUPPLIES AND - THE SITE HAS GRAVELLY SOILS THAT ARE TOO POROUS FOk LANDSCAPING. SUPPEERVVSION REQUIRED TO GRADE THE SITE TO THE FINISH GRADE SHOWN THE FOLLOWING PROCEDURE IS TO BE USED TO SOLVE THAT PROBLEM. ON THE DRAWING AND AS STAKED OR AS SUBSEQUENTLY ADJUSTED IN THE FIELD TO CAUSE THE AMOUNT OF CUTS AND FILLS TO MORE NEARLY - IN THE ROUGH GRADING FOR ROADS, THE CONTRACTOR SHALL CUT TO z BALANCE . THE WORK SHALL INCLUDE EXCAVATION BELOW FINISH GRADE PAVEMENT SUBGRADE TO 5 ' IN BACK OF THE CURBS IN ALL AREAS EXCEPT IF REQUIRED AND THE REFILLING WITH SUITABLE MATERIAL FROM ON SITE. - MOBILES m THROUGH WHERE THIS "CUTBACK" SHALL BE 15 ' u - THE CONTRACTOR SHALAVE 2 STOCKPILES OF SOILS ON THE AREA TO MATERIALS USE SOIL OBTAINED FROM ON SITE EXCAVATION TO MAKE BE OCCUPIED BY THE FRONT OF THE MOBILE. THE ENGINEER WILL FILLS AS SPECIFIED HEREIN . IMPORTED SOILS, IF REQUIRED TO BALANCE, INDICATE WHERE THESE STOCKPILES CAN BE.PLACED TO AVOID INTER- u z SHALL BE AN APPROVED GRANULAR PIT RUN . FERENCE WITH OTHER CONTRACTORS . - 1 STOCKPILE WILL BE ABOUT 2 CU YD OF SANDY AND GRAVELLY n INSTALLATION - SOIL WHICH WILL BE USED AS BACKFILL BENEATH THE FUTURE DRIVE- m o BALANCING: GRADES SHOWN ON THE PLANS ARE THE LOWEST GRADES WAY. m W ACCEPTABLE. IF ENOUGH SOIL OF THE PROPER TYPE ISN' T AVAILABLE - THE OTHER STOCKPILE WILL BE FROM THE SANDY LOAM TOPSOILS z a 1O TO CUT DOWN TO OR BRING THE GRADES UP TO PLAN GRADES, SOIL WILL STOCKPILES THAT ARE ON SITE. THIS STOCKPILE WILL BE TO BACK- - N " n - NEED TO BE IMPORTED . IF AN EXCESS AMOUNT OF SOIL IS AVAILABLE, FILL ALL OF THE FRONTAGE OF THE MOBILE HOME SITE NOT OTHERWISE CONTRACTOR SHALL DISPOSE OF THE SOIL BY RAISING THE GRADES IN OCCUPIED BY THE DRIVEWAYS. THIS WILL BE ABOUT 8 CU YD PER SITE. > THE SOUTHEAST CORNER OF THE SITE AS DIRECTED BY THE OWNER , TOLERANCE IS 1 O . L' ON ALL OTHER AREAS PROVIDING, HOWEVER, THAT - AFTER THE INSTALLATION OF ALL UTILITIES AND THE CONCRETE CURBS, DRAINAGE OR DETENTION VOLUMES SHOWN ARE NOT REDUCED . IF IM- THE CONTRACTOR SHALL BACKFILL THE CURBS AND YARDS WITH THE PORTATION OF SOIL IS REQUIRED, IT WILL BE PAID FOR ON A UNIT - STOCKPILED SOILS. - ~x PRICE BASIS. ROADS: IN CUTS - IF THE MATERIAL FOUND AT SUBGRADE LEVEL IS SILTY OR WET, THE CONTRACTOR SHALL CONTINUE THE CUTTING UNTIL SANDY COMP- NOTE : THE ENGINEER HAS PREPARED CROSS SECTIONS SHOWING z ACTIBLE SOILS ARE FOUND . REFILL BACK TO SUBGRADE LEVEL WITH 1 THE PRESENT GRADES AS REPORTED IN A TOPOGRAPHY SURVEY SANDY SOILS OBTAINED FROM BENEATH NEARBY MOBILE HOME SITES. BY DAVID EVANS AND ASSOCIATES. ( THESE GRADES HAVE NOT w COMPACT TO A FIRM, UNYIELDING SURFACE. DISPOSE OF SILTY SOILS BEEN CHECKED BY THE ENGINEER) , AS FILL BENEATH FUTURE MOBILE HOME SITES . DO NOT USE IMPERMEABLE 2 FINISH GRADES SHOWN ON THE GRADING PLAN . FILL BENEATH THE INFILTRATION AREAS ON THE SIDES OF THE MOBILE HOME SITES. - IN FILLS - USE THE SAND OR GRAVELLY SOILS EXCAVATED FROM NEARBY THAT MUST BE LOWERED . IF INSUFFICIENT SAND IS AVAILABLE ON MOBILE HOME SITES, EXCAVATE SITES BELOW PLANNED GRADE AND BACKFILL WITH THE SILTY SOILS PILED ON SITE EXCEPT INFILTRATION AREAS } MOBILE HOME SITES: N a EXCAVATE AND FILL WITH AVAILABLE NATIVE SOILS TO THE PLANNED 3 0 GRADES AND COMPACT . IN AREAS WHERE LOOSE SANDY OR GRAVELLY SOILS ARE ENCOUNTERED AT THE SURFACE, THE CONTRACTOR SHALL EXCAVATE AT LEAST 6" BELOW GRADE AND BACKFILL WITH THE SANDY SOILS, DOWN AS a O1 U m OD TOPSOIL IN THE YARDS. V) F 3 m N N Q O 2. 7 V > 0 J w = J m J } N w w m m 2 N —U' w W COMMON OPEN AREA : EXCAVATE TO GRADES SHOWN. IF SAND IS ENCOUNT- ERED, CUT AT LEAST 6" BELOW PLANNED GRADE AND REPLACE WITH SANDY TOPSOIL OBTAINED FROM ON SITE EXCAVATIONS 50 THAT GRASS CAN BE PLANTED AND MAINTAINED . RV STORAGE AREA: EXCAVATE TO GRADES SHOWN. IF SUBGRADE SOILS ARE TOO FINE, REMOVE 6" AND REPLACE WITH COMPACTIBLE SANDY LOAM. IF SUBGRADE SOILS ARE TOO COARSE, REMOVE 6" AND REPLACE OR MIX WITH A SANDY LOAM WITH ENOUGH "BINDER" TO COMPACT VI D 0 DRAINAGE w -- - Z A . SCOPE OF WORK - PROVIDE LABOR, EQUIPMENT, SUPPLIES, MATERIALS AND SUPERVISION REQUIRED TO MODIFY THE PRESENT SITE DRAINAGE SYSTEM Q- AND EXTEND IT AS SHOWN IN THE PLANS, AS STAKED AND AS SPECIFIED HEREIN B . MATERIALS - J 1 . CATCH BASINS: 30" X 34" O .D . MEETING THE REQUIREMENTS OF THE W APWA SPECS FOR TYPE 1-C ( STANDARD PLAN #52) . ,^ 2 . PIPE: DIVIDED INTO 2 CATEGORIES, HEREAFTER CALLED "STORM" y / AND "INFILTRATION" A . STORM PIPE: SHALL BE PVC MEETING THE REQUIREMENTS OF W J 1- ASTM D-3034-74 SPECIFICATION FOR S.D .R. 35 WITH THE ~ PUSH-ON-ELASTOMERIC GASKETED JOINTS FULLY MEETING THE - _ z ASTM 3212-73T SPECIFICATION, EXCEPT FOR CONNECTORS IN - STRUCTURES. FITTINGS, IF REQUIRED, SHALL CONFORM TO 3 a THE ABOVE SPECS. CONNECTIONS IN BASINS AND MANHOLES - SHALL BE MADE WITH AN ASBESTOS CEMENT MANHOLE ADAPTOR . B. INFILTRATION PIPE: SHALL BE PERFORATED, CORRUGATED, POLYETHYLENE DRAINAGE TUBING MEETING ASTM F-405 SPECS FOR HEAVY DUTY TUBING- FURNISH WITH MANUFACTURERS' STANDARD FITTINGS THAT ARE MADE FOR JOINING, BENDING, BRANCHING OR ENDING, UNLESS OTHERWISE NOTED. 3. BEDDING MATERIAL : 3/8" MINUS MEETING THE REQUIREMENTS Z N O OF SECTION 61-2 .03 OF THE APWA SPECS . W # m W Cn w rn 4 . SIDE AND OVERFILL : MATERIAL IN THE MINIMUM WIDTHS AND HEIGHTS SHOWN WITH PLANS SHALL BE THE. SAME MATERIAL AS SPECIFIED ABOVE FOR BEDDING MATERIAL- ~ w Q Q a3 5 . POLYPROPYLENE FILTER MA7Fn1AL n'J_H A� M1�Ar1 140D OR Z U F 1BRL7EX oRAJL 1S0 UN ' -HLN MATERIAL "-la- WILL' PREVENT Y _ O N 51L" AND VINE _AND V1UM ..LIW"LNG THL VUI-1 14 THE oRAVEL O 1NSTALLATION - m w � a ow 1 . INSTALL IN ACCORDANCE WITH THE APPLICABLE PORTIONS OF z SE Q N W ACTION 60, 61 , B2, F3, 64 AND 65 OF THE APWA SPECS. F _ m , ,..,� C,ao:.. SATE -33 a _8$ I o L. TEST STORM PIPE fOR LEAKAGE THE SAME 45 SEWERS 3. FILTER FABRIC: CUT INTO Z 5TRIPS, EACH 3 112" MINIMUM 'teua ��$ BEEN WIDTH. STAKE ONE PIECE AGAINST EACH SIDE OF DITCH BEFORE _ - � k� ` ' - ^` s^-"' CONFORM To PLACING BEDDING GRAVEL. AFTER PLACING PIPE AND GRAVEL, BRING UPPER PART OF FABRIC OVER THE TOP OF THE uRAVEL. FABRIC S MUST BE LONG ENOUGH TO OBTAIN 1211 MIN. OF LAP. LAP ENDS AT ( d3 e a �,�`rtdfAT �F, 12" MIN. ( THE REASON FOR THE FABRIC 15 A5 FOLLOWS: 45 THE TRENLH FILLS WITH STORM WATER, 1T WOULD CAUSE THE •,AND NEXT TO ANC w ABOVE THE ROCK GRAVEL TO WASH INTO THE 5PA:E5 1N THE GRAVEL. 0: ?H.15 WOULD LAU.)E THE zURFACE TO SETTLE 4NL' THE STORM WATER VOL- a UME. 70 BE REDUCECI . . Z W z * A PPR0V" ED w a J DEPI. OF. PUBLIC WORKS Q m Z " TM OF AUBURN O ENGIN,FR!.N.3 DE-A'PTvcP4r E DAT E 2 -- Q APPR0VE a'FS'PM� 88DID20 3 of a7 DE 1*346 PRIVATE SEWER SYSTEM - ESTIMATED MAJOR QUANTITIES PUBLIC SEWER SYSTEM - ESTIMATED MAJOR QUANTITIES 141WIDTH VARIES 50' FOR 24' WIDE MOBILE HHOME OW Al 90' LF 8• SEWER V-B' 2p�• WYFT -LUMP SU*, CLEAN AND TEST EXISTING SEWER SYSTEM 50' FOR 28' WIDE MOST HONEq0 750 LP 6" U-6' 0-6"X 4 TEE - 25 EACH - PLBG EXISTING 6. OR 8" TEES 54' FOR 28' WIDE M9BIL[ ROMG 950•LF 6" SE7lR 6'-84 .50-6"% 4"WYE -LUMP SUM - ADJUST EXISTING MH'S 32,33,34,35,36 AND 37 TO NEW GRADE _ F °- • 1300 LF 6" SEWER 6'-10' 15- 4" WYE 1 - NEW MH 43 _ 1500 LF 4• SEWER 15-6" 45" HUB X HUB 290 LF B• SEVER 0-B' _ z•-uwN 1500 LF 3• ABS-DWV (INCLUDES 60-6" 45• HUB X SPIGOT 520 LF 80 SEWER W-8' - VERTICAL 6 HORIZONTAL) 20-4• 45" HUB X HUB 630 LF B• SEWER B'-10' LEASE m �mm .. 2' 30-4" 45• HUB X SPIGOT 1 - EACH MH'S TO 7' - . 40-6• CAP 10 - LF EXTRA DEPTH MH LINE GG > 15- 4" CAP 4 EACH - RELOCATE EXISTING MH'S _ UTILITY PAD • I ID-6"X 4"REDUCER 16 EACH B" X 6•TEES MOBILE. /WES /. -LUMP SUM - TAP EXISTING IAAIN (BY /57) - - MOBILE H MES 1- EACH R AREA DUMP STATION I 1 > i- - -LUMP SUM - CAP B• INTO NFI 32 gY - 11' 4'MIN i < .. u � r S Y S - NOTE : MIN. MOOBILWIDTH ITtpAXp� " Rol• I THIS PLAN IS FOR THE PURPOSE OF I r VARIES AWMIfIf w CL COVER LOC. INVERT RIM STATUS - - SEWER G THE LOCATIONS OF SIDE ►� N E IN OUT TOP I �= 1020) SEE DWG A!9 8 A10 FOR SEWERS IN s• " �s n E MIN 31 CHANNEL 103. 87 - SEE DWGS#11 8 #12 FOR SEWERS IN 4'8.2 (18.24.090) I Z SEE DWG 613 FOR SEWERS IN 30TH SE - 32 2284. 3156.5 T - SEE DWG A14 FOR SEWERS IN 32ND LN SE I rn u 33 22D3. 3305 .S CHANNEL 5 .34 All-yj SLOPE ALL SIDE SEWERS AT ZS MIN. UNLESS u u I w w r T°F OTHERWISE NOTED. 5 ' MIN. ' 4 2092 .1 3272.2 106.16 114,58 EXISTS RAISE TOP a 0. 4' SETBACK 35 1953.1 3291. 306.59 1 S RAISE TOP : 0.3' (18.24.080) 36 1903. 3297• RAISE TOP • 0.9' r 37 7 107.4 114.14 EXI9Tf RAISE TOP : O.i' 29IV9RE34TR�Ip NO PALING IN SETBACK' '^ 41 1352.1 108. 118.40 _u _ _ 2 TYPICAL MOBILE HOME LAYOUT "Irk 39 1087. 3323.3 110.22 IIEY ALL NEW MATERIAL SCALE: g_ 3 40 30l7. 3005 .5 111.SD 111.4 NEW MaL -S� MMICM MYf ".4r MI9N WE. 2.5' HION liiMT GONE. - n 1• . 15' VV A Is O' 0 Q m N 40 R! 1944.2 3133.3107.2A114.30 NEW ALL NEW MATERIAL + + } lY 92 677. 4 3101. 106.50 W. 11E11 RE-USE MH-50 WHICH HAS 3' MIGH BASE, 2.5 ' HIGH CONE, FRAME + �< _ _ 'S0.F-CLOSING FOOT OPERATED Ann FQAhdF AND MATE RISER4 AS I O' BRASS HATCH WITH COVER MILLEfl ' N TO FIT TIGHT• LID TO BE SET 4] 1460. 3074.7 10l.48 10l.3 114.50 NEW RE-USE MH-58 WHICH HAS 2 HIGH BASE N 4 w FLUSH WITH TbP OF SLAB 6 2. 5 ' OFFSET COME, FRAME L GRATE; ra X.. i W �> ADD COVER RISERS AS REO D ■+ ','� T 1 i Ag' . a O i DI Y ■ M H m w o Sri < ri x I u La I�I op M .1 ■ ____.__ ______ • FW-• W W MI aOUF H ` M S • W 1 ' o m w " ? Ii1 - .or ■ wg z S W i f < "' CITY OF ESEAUNBURN ••: . ----- ' . • RV ' --____-- ,y c = Wes' i�o J r o 1-0 w_41 i1 yl.� u "' I C • 8 AF[ 4103020674 EXISTING MH-31 ' PARKING AREA w n o.. x Xu �uti •4 )Dry a`CU M rU aM 'Z.Iyjr�'g u H - ,; S '1 w I I .E.=103.87 C p • • • : _ _ .I■ r t p x J r.1 . o • NORTH RIM= -- - mlo O r r g S �+�>o � �ii u r . .-i•I 113.SS ._---- TRAILER DUMP __ ---_ i iow pp .-I po pppp�'� "I pp i• pp N uu kigM • yu u y1 .. • ■ - STATION „ _ w •In OI2- ww •. W.�I 88 nn < W •i i • ■ )� x f W ------- (SEE DETAIL ^ - om;- < a-'•'• " -1N < 1■n - < 7�,n7 x I. •� -I n a0 ■�1 . o ac n �a_ n O ■ O00 ' � o < • I�. = • • ! } - •-"-_- :� n ■ r o n .a-. .• -..a ry ti.. n r ; w « '• w /I + ^' w w •+ .. < + CUT NEW B•Xi• TEE ---- ! \ - s : 3 r+ O W w INTO EXISTIMG SEW- --- r - - : I- r - : - - 1 i- ^, - - : - -- - - -. - - - i1 •'i a n N a w .�i Qir t`o u ' ER . 8• I .E.=104 .3 J I / 3.0'1 - - 1 F- _ I I 1-� : 1 - : I i DO NOT DISTURB -I I r -1 rl : I I I I ' I 1 , . 1 .1 1 I EXISTING PROPERTY 1 4 ' 35 1 I 6 I g7 I . 8 I 40 ' I 191 I ' 42 I AI 43 I I : 1 44 1 ' I r - - 1 - - - - - - - I- - - - -I - - -I - - - - I 'CORNER . TOP ELEV: r - - - - i © � ' OI 1 _ I O 1 ' l O l I . © I I ' I ® 1 1 O 1 I l O I O1 I . O I IL1 II r 1 I I 1 la D�D��IEESSIIOWO Ili FOR SEWEK © ' L_.i I L_, I-:1 L I -. I I L-, I 1 1-_ I ' (- I ( H.-I I I I T : I : I I F I I r = 114 .34 SiT[S« DATA FOR 1___ J I : I L - I „ ITA 3! " '- - ' 1- - - I : ' L _ _ I I . ' '--_ I . 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I 1 - - � - -, I 1 . I I I -I 1 1 I 1 L _I 1 61 L1 1 I 1. 1 g�� - 2-14 CEOlR '�-1M I I : 1 1 1 1 I : I ' I I I I 1 : I-J I I - _ L I_I -1 a 101 101 I^ -1 LJ 1-I J fEWM OR EAST 1 ^ - 1 4 X 413 /�y�` r - - .T ! I 1 11 1 I I ' I 1 I_ 15 I p 'CJ <.J' 0! �I © VI 3 12 r I i i !'S 1 I I 1 1 1 1 1 I 1 1 1 16 I I I - I I I I 1 1 1 I O O f`.' 4 ,al DORY 4 1 -'- _ 26 1 1 25 I 29 1 23 ' 22 I I 21 r I 20 19 1 : 1 18 1 17 1 1 - z 4 Jr[ ; 1 1 1 I I 1 1 W I O O O 1 O O O 1 O l O I O I I I 1 + 1 IO2 30 ABS-■1.VENT 1 , I I .1 _ I_ I - 1 '- I L I �. J 1-3 o ABOVE R 11 _ _ - 31' ' 2e' 1' }\ L _ - _ - - - J : l �19'' _a �9'� }' 1'. I } J I I _ _+ I I I_ _ _ 4�- ' 21 _ _10r - - - - - - - - - - - - - - - - L - - � 9f.� 21 21 21 21 :24 - A 30 450 BEND 2 X 415 1 � � �. ry DASHED LINE DENOTE FXIS 7we 6• C/O iY► AT 7 PLACES �[ < W W w W W W W W W W W r EXISTING SIDE SEWERS TO REIMI SIDE SEWS} TO BE 0E3CTED Z TRAILER DUMP STATION VENT DETAIL o o ^' E' i o 39 o 's 's o IW- AND BE USED (TYP) AND ABANDONED. WE MOTE WON -' ,. W • _ _ i ti • o • a \ s ■ ■ • a DWI 10 (TY9) 3/4 = 1.0 NEW SEWERS TO BE INSTALLED u v u x •' r �, x < u u ■- r u < UNDER W79 PROJECT. - _ I "• 50' _ x x x x x u x x x x x $ 8 ■ 8 8 • • • ■ _ BYE DATE_ aa� _ 1 s/e6 EY Tw7��u C',A t R2. HAS �'� �' ALL EXISTING TIDE lEYE W n o o n Alie n o 10 n N 0 n m Io m a! [ t ,..` 1 � _ _ ..- ARE PRESUMED T _ � Tii Y u Ia to Io Io m In ID lu to a Io m to Io Io to a to a �i',Ct.- 3 - 88 o 0 o ti o 0 0 0 0 0 0 0 A P P R O b' E D AT THE AUBURN � It w In n x a n I� m c Ia N n n m n .�1 I �/('1 MINIMUM SLOPE. TJ n L- 1 c a . oF wcR ,s SHOWN AT END OR EXISTIN 'b'i�' T 10 n n o n of o o n o m m �' ""' r ! A - `"(;,7 ° J c'T` "'" SIDE SEWERS ARE CALCUL ' IY • . • • • • I•W•• • • . • ti • • • • • • • • �9 8s.v a.. Z I ENC I, RN ' ylr ,� i. TIi ED `IL. a•. USING THE ABOVE ASSUMP ON. �T+ O O O O O O n�a O O O O O O O O O O O O i �•� Y-a'( 'J 5 ?T a p ^. - H ' ^ I HI$11GHER EIF PIPEL F UND Ag . - < V 1111 DATE. - - . -. --. _. APPROVED Sr N - ---- SEWER BUT NOT LESS THAN It 88D1020 4�of v-.L7 DE DIRECTION OF SEWER FROM 1111 _ CD LOCATION VARIES 5' MIN. OF 3" ABS-DWV BUILDING CD SCOPE OF WORK - SANITARY SEWERS (SEE PLAN) I DRAIN. RUN TO 2' MIN. BEYOND MAX. 5' 2-MIN, EXTENT. OF FUTURE MOBILE HOME 0) O FURNISH ALL LABOR, MATERIALS, EQUIPMENT AND SUPPLIES,PROJECT RED TO C. INSTALLATION LINE OF FUTURE BACK LINE OF FUTURE µ08ILE HOME 3 INSTALL A COMPLETE SANITARY SEVER SYSTEM FOR THIS PROJECT AS SHOWN - MOBILE HOME N" PVC BUILDING G SEWER AND AS SPECIFIED. IN GENERAL, THE WORK CONSISTS OF CONSTRUCTING A 1. EW G W 5: DEWATERING WELLS, IF REQUIRED, SHALL BE PERFORMED LO PUBLIC AND PRIVATE SEWER SYSTEM EXTENSION TO A PUBLIC SEWER SYSTEM. AS TO PRE EN BOTTOM HEAVE OF THE TRENCH, INSTABILITY OF THE o ALL WORK SHALL BE DONE IN FULL ACCORDANCE WITH THE PLAN, SPECIFICA-TIONS PIPE BEDDING OR FOUNDATION. COLLAPSE OF TRENCH WALLS OR SIMILAR =1�. AUBURN AND OTHER WRITTEN DIRECTIVES THAT THE OWNER OR THE CITY OF DETRIMENTAL OCCURRENCES. GROUNDWATER WILL NOT BE ALLOWED TO DRAIN - - w AUBURN MAY ISSUE. T - - - OUT THROUGH THE PIPE AND SHALL BE PUMPED FROM WITHIN THE TRENCH :_; I Q ALL MATERIALS AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE EXCAVATION OR BY ONS AND SYSTEMS AS REQUIRED BY THE GROUNDWATER POWER DIRECTION 3"X4" ADAPT O ` 5 AND SOILS CONDITIONS AND CHARACTERISTICS. THE CONTRACTOR SHALL (REF. ONLY? r-J �. . -� Z REFERENCED SECTIONS OF THE PUBLIC EDITION OF THE STANDARD SHECI- DETERMINE THE SIZE, CAPACITY AND CONFIGURATION OF ALL PIPING AND o FICA IONSASHI FOR MUNICIPAL PUBLIC FORKS CONSTRUCTION AS PUBLISHED BY EQUIPMENT REQUIRED FOR DEWATERING AND SHALL FURNISH, INSTALL, AND THE N. HEREINANGTON STATE CHAPTER OF THE"STANDARD PUBLIC WORKS " . CI- MAINTAIN IN OPERATION ALL SUCH PIPING AND EQUIPMENT UNTIL ALL CON- •' A TI ON. HEREINAFTER REFERRED TO AS STANDARD SPECIFICATIONS" . STRUCTION I5 COMPLETED. THE CONTRACTOR SHALL MAKE ALL ARRANGEMENTS WATER i j DIRECTION OF SEWER VARIES FROM RISER u A . GENERAL FOR AND SHALL PAY ALL COSTS OF ELECTRICAL POWER NECESSARY FOR (REF. ONLY) / I� LOCATION-SEE PLAN OPERATION OF PUMPS. m UNLESS OTHERWISE SPECIFICALLY INDICATED IN WRITING ELSEWHERE, THE 2. EXC V TIC : EXCAVATION FOR SEWER SHALL CONFORM TO SECTION 61-3 OF u FOLLOWING CONDITIONS SHALL APPLY: TH "STANDARD SPECIFICATIONS" EXCEPT THE MAXIMUM TRENCH WIDTH PLAN 1"c2� w SHALL CONFORM TO CITY OF AUBURN STANDARD TRENCH DETAIL. d m 1. kOTC&LIDN: THE OWNER WILL PROVIDE OFFSET STAKES WITH CUTS ON O TH SIDES OF EVERY MANHOLE. THE CONTRACTOR SHALL USE THESE 3. FOUNDATIO MA E IAL: SHALL BE PLACED UNDER THE PIPE PER STANDARD m m TO LOCATE THE MAIN LINE SEWER AND TEES, UNLESS OTHERWISE PIPE TR NCH DETAIL WHERE, IN THE OPINION OF THE ENGINEER, EXCAVA- " F.P. T. • 3" MALE SOLVENT WELD ADAPTOR SLOAN I3703 MUTUALLY AGREED UPON BETWEEN OWNER AND CONTRACTOR. TION IS REQUIRED BELOW THE NORMAL GRADE LINE BECAUSE OF POOR SOIL vo v m 2. S F TY: THE CONTRACTOR IS SOLELY AND COMPLETELY RESPONSIBLE CONDITIONS. CLEAN OUT 3" SAN. TEE. SLOAN 02153 w N T•RR E SAFETY OF HIS WORKMEN AT ALL TIMES ON THE JOSSITE. y. SEWER LINES: SEWER LINES AND APPURTENANCES, AS STAKED BY THE OWNER, PIPE G FITTINGS BY 3" LONG X 3" ABS-DWV > CONTRACTOR SHALL FULLY COMPLY WITH ALL APPLICABLE HEALTH AND SHALL BE CONSTRUCTED IN CONFORMANCE TO SECTION 62 63 66, 67 AND MOBILE HOME SAFETY REGULATIONS. CONTRACTOR SHALL PROVIDE ANO MAINTAIN THE 68 OF THE "STANDARD SPECIFICATIONS" CONNECTIONS TO THE EXISTING SET-UP CREW 3" M.P. T. - FEMALE SOLVENT WELD , SLOAN I2873 !- NECESSARY SAFETY EQUIPMENT AND SUPPLIES ON THE JOBSITE AT ALL SYSTEM SHALL BE PLUGGED DURING THE ENTIRE PERIOD OF CONSTRUCTION �- TIMES. A REPRESENTATIVE OF THE CONTRACTOR WHO HAS A STATE OF THE LINE TO PREVENT DIRT, WATER, AND DEBRIS FROM ENTERING THE _ APPROVED FIRST AID TRAINING CERTIFICATE SHALL BE ON THE JOB- EXISTING SYSTEM. ALL SEWERS AND APPURTENANCES SHALL BE ACCURATELY SITE AT ALL TIMES WHEN WORK UNDER THIS SECTION IS BEING PER- PLACED TO THE LOCATIONS AND ELEVATIONS SHOWN ON THE PLANS OR AS -FINISH GRADE CONTRACTOR TO FURNISH TO OWNER FORMED . CONTRACTOR SHALL PROVIDE AN ACCIDENT PREVENTION PRO- CAUSED TO BE STAKED BY THE OWNER. 3 1/2" CONCRETE SEE DWG /A (INSTALLATION BY MOBILE HOME Vi• > FURNISH 6 INSTALL SET-UP CREW) GRAM AND SHALL ADEQUATELY SUPERVISE ALL EMPLOYEES T9 WORK IN = 0- A SAFE MANNER WITH THE PROPER SAFETY EQUIPMENT. 5 . eL-UMBING LINES: ALL PIPE AND FITTINGS WITHIN 2 FEET OF MAXIMUM BY CONTRACTOR PAD _ v ' •a v CAP OPEN PIPE 0 W • �_ Z FUTURE MOBILE HONE LIMITS SHOWN RD THE DRAWINGS SHALL CONFORM TO 3" THREADED CLEANOUi PLUG �t,� 3. S TION: CONTRACTOR IS RESPONSIBLE FOR PROVIDING AND U.P.C. INSTALL AND TEST Ip ACCORDANCE WITH U.P.C. REQUIREMENTS. SLOAN /3053 W N�1TA NS NO PORTABLE TOILETS IN THE NUMBER REQUIRED BY STATE ALL PIPES FOR SIDE SEWER AND SEWER STUBS, PIPES NOT ENDING IN A ,U REGULATIONS. MANHOLE, SHALL BE ADEQUATELY PLUGGED OR CAPPED, AS DIRECTED BY 3" MALE SOLVENT WELD TO THE ENGINEER. FEMALE PIPE THREADS. SLOAN DEPTH OF SEWER RISER VARIES-5EE PLAN 4. MATERIAL LOSS: CONTRACTOR SHALL PROVIDE AND MAINTAIN A SAFE 0370, PLACE To ALL MATERIALS ON THE JOBSITE. CONTRACTOR IS 6. P7 I G A T SHALL BE PLACED FROM 4INCHES UNDER TO 6 3• SOLVENT WELD COUPLING 3" ABS-DWV TO 9" PVC ADAPTOR RESPONSIBLE FOR ALL LOSS AND DAMAGES OCCURRING TO STORED INCHES O HE PVC PIPE. IT MUST BE CAREFULLY WORKED UNDER THE SLOAN /3002 NIBCO N5800-5 MATERIAL WHETHER OR NOT THE OWNER HAS MADE PROGRESS PAYMENTS �ORMA TION�FB THE EODINGPMATERIALVMUSTSBESHANONW RKED UNDER THE2X MIN. TO REIMBURSE THE CONTRACTOR FOR THE PURCHASE COST OF SUCH MATERIALS. 3" ABS-DWV ENTIRE LENGTH OF THE PIPE. (IT IS SUGGESTED THAT THE PIPE BEDDING O1 7'- PE�IT MI�TERIAL BE CAREFULLY PILED OVER THE PIPE AT LOCATIONS WHERE THE \ -� W g 5. T CITY OF AUBURN MAY REQUIRE A STREET USE OR OTHER PIPE IS COMPLETELY BEDDED AND THIS MATERIAL USED TO HOLD THE PIPE ` H 3 m P�-1RN T TO EXTEND THE SEWER SYSTEM AS SHOWN. CONTRACTOR SHALL IN LOCATION WHILE THE BEDDING I5 WORKED UNDER THE PIPE AT ALL a OBTAIN AND PAY FOR SUCH PERMITS AND DO ALL WORK IN CONFORMANCE OTHER LOCATIONS. ) USE AN APPROPRIATE LUBRICANT d LLB WITH THE CONDITIONS OF SUCH PERMITS NOT WITHSTANDING ANY ON THREADS AND INSTALL PLUG; 1 U O a OD CONFLICTING SPECIFICATIONS WHICH MAY BE CONTAINED HEREIN. OWNER - - AIR TEST AGAINST PLUG. / \ .O 3 O WILL REIMBURSE CONTRACTOR FOR THE COST OF THE PERMITS. 7. PIPE T E C BAC FI PIPE TRENCH BACKFILL SHALL CONFORM TO THE NOTE: 5 PSI AIR PRESSURE �� SOLVENT WELD 4': PVC SEWER Q 0 N P PE TR NCH D TAT IN THE CITY OF AUBURN STD. DRAWINGS. IS REQUIRED TO BE HELD FOR 3 LONG RADIUS 30° BEND LLJ 15 MIN. PER 318(B)(4) OF THE SLOAN 02278 SECTION � ZZ J 6. CONTRACTOR IS SOLELY RESPONSIBLE FOR ALL COSTS IN- IT SHALL BE CAREFULLY PLACED 50 THAT THE OACKFILLING OPERATIONS UNIFORM PLUMBING CODE. CON- W CURR IN THE PROMPT SATISFACTORY REPAIR OF ALL WORK THAT HIS WILL NOT DISTURB THE PIPE IN ANY WAY. THE TRENCH BACKFILL SHALL TRACTOR MAY ELECT TO TEST ABS 1 "=1 ' 0" 1 WORKMEN DAMAGE OR DISPLACE IN THE PERFORMANCE OF THE WORK BE THOROUGHLY MECHANICALLY TAMPED IN B-INCH LAYERS WITH EACH PLUMBING AND PVC SEWERS AT 5 W Lu = m J UNLESS OTHERWISE NOTED. LAYER COMPACTED TO 95X DENSITY AT OPTIMUM SOIL MOISTURE CONTENT. PSI IN A SINGLE TEST. DR NNO�Tr 5J . Z ] .D W SPOIL FROM THE EXCAVATED TRENCH MAY BE USED FOR BACKFILL UNLESS TIGHTEN THE CLEANOUT PLC z } _ m 7. SITE ACCESS: CONTRACTOR SHALL HAVE REASONABLE ACCESS TO ALL DETERMINED BY THE ENGINEER AS BEING UNSUITABLE. IN SUCH IN- BEYOND BEING FLUSH WITH THE Z PARTS OF THE SITE AS NECESSARY TO PERFORM THE MORE. CONTRACTOR STANCES THAT THE SPOIL IS DEEMED UNSUITABLE, THE CONTRACTOR SHALL TOP OF THE FITTING AS ALTHOUGH w SHALL NOT HINDER OTHER CONTRACTORS WHO MAY ALSO BE WORKING ON USE OFF SITE BANK RUN GRAVEL CONFORMING TO THESE SPECIFICATIONS. IT WILL REDUCE THE SLIGHT THE SITE BY UNREASONABLE USE OF MORE OF THE SITE THAN IS LEAKAGE PAST THE PLUG, PAST NECESSARY TO PERFORM THE WORK. 8 . TESTING: SANITARY SEWERS SHALL BE AIR TESTED IN ACCORDANCE WITH EXPERIENCE HAS BEEN THAT THE B. UST O 7 0 THE CONTRACTOR SHALL BE RESPONSIBL EFOR ALL THE FOLLOWING PROCEDURES, (BEFORE ACCEPTING THE SEWER SYSTEM, FITTINGS MILL SPLIT OUT. THE CITY WILL INSPECT ALL LINES BY TELEVISION CAMERA. THIS IN- UST CREAT BY HIS OPERATIONS OR IN HIS WORK AREA. CONTRACTOR SPECTION WILL BE CONDUCTED BY CITY FORCES WITHOUT COST TO THE SHALL APPLY WATER, SOIL COVERING, CONTROL OPERATIONS OR CONTRACTOR. IF IT I5 FOUND A SECOND INSPECTION WITH TELEVISION TYPICAL SANITARY SEWER TERMINATION - WHATEVER ELSE IS NEEDED IN ORDER TO KEEP THE DUST TO WITHIN CAMERA IS NECESSARY, CONTRACTOR SHALL PAY THE COST FOR THE CITY LEGALLY ACCEPTABLE LIMITS. CREW OR PAY FOR A PRIVATE APPROVED CONTRACTOR. ) PLAN, SECTION, & NOTES 'A 9. p HARNESS AGREEMENT: THE CONTRACTOR SHALL PROTECT, DEFEND, MANHOLES SHALL BE SEPARATELY TESTED BY FILLING WITH WATER TO Z ND IFY AND SAVE THE OWNER, ENGINEER OR THEIR AGENTS HARM- THE TOP AND MEASURING LEAKAGE WHICH SHALL NOT EXCEED TWO-TENTHS LESS FROM AND AGAINST ANY DAMAGES, COSTS OR LIABILITY FOR IN- G.P.H. PER FOOT OF DEPTH, IN ACCORDANCE WITH SECTION 62-3.10D O JURY OR DEATH TO PERSONS ARISING OUT OF THE WORK PERFORMED OF THE "STANDARD SPECIFICATIONS" . ALL CONNECTIONS TO MANHOLES UNDER THIS CONTRACT, INCLUDING CITY OF AUBURN. SHALL BE PLUGGED DURING THE TEST. SPECIAL SEALANTS SHALL NOT BE USED TO SEAL LEAKS, ANp USE OF ANY SUCH MATERIALS SHALL BE CAUSE 30. PERFORNANC 0 OR PROPERTY DAMAGE AND BODILY INJURY CIA- FOR REJECTION OF THE SEWER LINES. @ LIT�Y INS RAN[ RE 1RED BY OWNER, CONTR�� SHALL OBTAIN AND OWNER SHALL REIMBURSE CONTRACTOR FOR THE PREMIUM COSTS. PROCEDURE FOR AIR TESTING SANITARY AND STORM SEWERS: 11. UNDERGROUND UTILITIES: DIAL 1-800-929-5555 AND REQUEST ALL THE CONTRACTOR SHALL FURNISH ALL FACILITIES AND PERSONNEL FOR ( 1 AFFECTED UTILITIES. PREMARK LOCATION OF BURIED UTILITIES LIKELY CONDUCTING THE TEST UNDER THE OBSERVATION OF THE ENGINEER. THE TO BE AFFECTED BY THIS WORK. CONTRACTOR TO REPAIR AND PAY FOR EQUIPMENT AND PERSONNEL SHALL BE SUBJECT TO THE APPROVAL OF THE uj THE COST OF SATISFACTORY REPAIR TO ALL DAMAGED UNDERGROUND ENGINEER. UTILITIES THAT ARE WITHIN 24" OF THE MARKED OR INDICATED LL FINISH GRADE U LOCATION. THE CONTRACTOR MAY DESIRE TO MAKE AN AIR TEST PRIOR TO BACK- 12. CLEAN UP, ALL EXCAVATED SOIL AND DEBRIS. SWEEP AREA AFTER THE SHALL FILLINBEF MADE OR I AFTER BACKS OWN FILLINGOHASEBEENHCOMPLETEDNANDA COOMTEST w CONPL -T ON OF EACH DAY'S WORK ON A PUBLIC RIGHT-OF-MAY. PACTED. SET 9" X 4" POSTui BESIDE RISER WITH 13. SANITARY SEVER SERVICE TO ALL BUILDINGS BEING SERVED BY THE ALL WYES, TEES, OR END OF SIDE SEWER STUBS SHALL BE PLUGGED TOP 2'-4" ABOVE SEWER SHALL BE MAINTAINED AT ALL TIMES DURING THE WORK. CON- WITH FLEXIBLE-JOINT CAPS, OR ACCEPTABLE ALTERNATE, SECURELY GRADE. TRACTOR SHALL MAINTAIN SUCH SERVICE IN A MANNER THAT SHALL NOT FASTENED TD WITHSTAND THE INTERNAL TEST PRESSURES. SUCH PLUGS CAP CREATE AN UNSANITARY CONDITION OR NUISANCE. CARE SHALL BE TAKEN OR CAPS SHALL BE READILY REMOVABLE, AND THEIR REMOVAL SHALL TO PREVENT DIRT AND DEBRIS ENTERING THE SEWER LINE. PROVIDE A SOCKET SUITABLE FOR MAKING A FLEXIBLE-JOINTED LATERAL THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL CONNECTION OR EXTENSION. EXISTING PIPING AND APPURTENANCES DURING CONSTRUCTION AND ill SEWER RISERcz SHALL TARE CARE NOT 70 DAMAGE THEN OR THEIR PROTECTIVE COAT- THE FIRST SECTION OF PIPE NOT LESS THAN, 300 FEET IN LENGTH IN- INGS OR IMPAIR THE OPERATION OF THE EXISTING SYSTEM IN ANY WAY. STALLED BY EACH CREW SHALL BE TESTED IN ORDER TO QUALIFY THE CUTTING OF PIPE SHALL BE DONE IN A NEAT, WORKMANLIKE MANNER CREW AND/OR MATERIAL. SUCCESSFUL INSTALLATION OF THIS SECTION 45• HUB X SPIGOT ELBOW WITH AN APPROVED TYPE MECHANICAL CUTTER WITHOUT DAMAGE TO THE SHALL BE A PREREQUISITE TO FURTHER PIPE INSTALLATION OF SAID CREW. - PIPE. IMMEDIATELY FOLLOWING THE PIPE CLEANING, THE PIPE INSTALLATION B. MATERIALS SHALL BE TESTED WITH .LOW-PRESSURE AIR. AIR SHALL BE SLOWLY SUP- 45° HUB % SPIGOT ELBOW Z i PLIED TO THE PLUGGED PIPE INSTALLATION UNTIL THE INTERNAL AIR 1 . PVC SA�NDAgl SEWER PIPE: PVC SANITARY SEWER PIPE SHALL CONFORM PRESSURE REACHES 4.0 POUNDS PER SQUARE INCH GREATER THAN THE TO ASTM D 505��9, AND F 789 WITH APPROVED RUBBER GASKET AVERAGE BACK PRESSURE OF ANY GROUND WATER THAT MAY SUBMERGE THE 'A JOINTS. PIPE SHALL CONFORM TO SDR �n 21 WHERE THE COVER IS 1B TO PIPE. AT LEAST TWO MINUTES SHALL BE ALLOWED FOR TEMPERATURE STA- 36 INCHES. SDR 35 AND VYLON Z 46 PRIME SHALL BE USED WHERE THE BILI7ATION BEFORE PROCEEDING FURTHER. THEN, DISCONNECT THE AIR COVER EXCEEDS 36 INCHES. CONNECTIONS TO MANHOLES AND CATCH SEWER FLOW SUPPLY AND WAIT UNTIL THE PRESSURE DROPS TO 3.5 PSIG GREATER THAN L7 BASINS SHALL BE BY A OIL150 AC COUPLING WITH RING .TITE X IRS THE AVERAGE BACK PRESSURE OF GROUNDWATER. Z ui Q TRANSITION GASKET FOR SDR 21 PIPE, BY AN AC MANHOLE ADAPTER -GROUNDWATER PRESSURE: FOR SDR 35 PIPE, AND BY A KOR N SEAL ASSEMBLY FOR VYLON Z 46 SEWER FI PRIME PIPE. MAXIMUM LAYING LENGTHS SHALL NCT EXCEED 20 FEET FOR p = 0. 4332 (Z) TTING <wSDR 21 PIPE AND 12 FEET 6 INCHES FOR SOP 35 PIPE AND FOR VYLON Z = DISTANCE BETWEEN GROUNDWATER SURFACE AND CENTERLINE OF PIPE FROM THE 1 46 NPIPE PMANUFACTURER E. THE ATHAT THE CTOR LPIPE RMEETS NISH pORE EXCEEDS TTHE IN FEET. SECTION - SEWER CLEANOUi DETAIL REQUIREMENTS OF THE SPECIFICATIONS. P = AVERAGE BACK PRESSURE OF GROUNDWATER ABOVE THE CENTERLINE ' OF PIPE IN PSI . � ID 2. PIPE TRENCH BACKFILL: PIPE TRENCH BACKFILL SHALL BE "BANK-RUN" THE OF SHALL BE CONSIDERED ACCEPTABLE IF: Q N O GRAVEL IF, IN THE OPINION OF THE ENGINEER THE EXCAVATED SOIL ' IS UNSUITABLE FOR BACKFILL. 'BANK-RUN" GRAVEL SHALL BE FROM A 0 V THE TIME IT TAKES THE PRESSURE TO DECREASE FROM 3.5 O PIT APPROVED BY THE ENGINEER AND SHALL BE CLASS B AS SPECIFIED 1k' IN SECTION 26-2.01 OF THE STANDARD SPECIFICATIONS. G PSIG GREATER THAN THE AVERAGE BACK PRESSURE OF GROUND- m WATER (P), SHALL NOT BE LESS THAN TWICE THAT INDICATED IN THE CITY W O1 - 3. PIPE BEDBIMG NAT R AL: PIPE BEDDING MATERIAL FOR PVC PIPE SHALL OF AUBURN' S "SANITARY A STORM SEWER AIR TESTING TABLES". ' - Q Z CONFORM TO TH REMENTS OF SECTION 61-2.03 OF THE "STANDARD SPE{IFI CA TIONS" . IF THE PIPE INSTALLATION FAILS TO MEET THESE REQUIREMENTS, THE Q CONTRACTOR SHALL DETERMINE AT HIS OWN EXPENSE THE SOURCE OR W j 3 4. E 4�r PIPE BALLAST SHALL BE 1-1/4" MINUS OR 2-1/2" SOURCES OF LEAKAGE, AND HE SHALL REPAIR (IF THE EXTENT AND TYPE OF ----- W Q M�HHD OR PARTIALLY CRUSHED ROCK CONFORMING TO THE RE- REPAIRS PROPOSED BY THE CONTRACTOR APPEAR REASONABLE TO THE ENGIN- - i y'pi/y} CiGsr.. QATE�3o-aj� w N QUIREMENTS OF SECTION 23-2.01 OF THE "STANDARD SPECIFICATIONS" . EER) OR REPLACE ALL DEFECTIVE MATERIALS OR WORKMANSHIP. THE COM- - PLETED PIPE INSTALLATION SHALL MEET THE REQUIREMENTS OF THIS TEST ! 5 . S I Y SEW S: MANHOLES SHALL BE TYPE I-98, TYPE I-54. BEFORE BEING CONSIDERED ACCEPTABLE. - I �.',(a�`.IAiA'M(,i�.� {'z�0a.'�'1 'l'irr'�� Z - W - 2 P -4B AS SHOWN ON THE PLANS, AND SHALL CON- Z O J FORM TO REQUIREMENTS, AS SHOWN ON THE STANDARD PLANS NO. 34, 35, - USA_TI OCi - ADEQUATE BRACING IS REQUIRED TO HOLD PLUGS IN PLACE ,1�gc,�;.3 •I�«d �•+, e'�f� �� F Z m O W 36 AND 37 OF THE -STANDARD SPECIFICATIONS" EXCEPT THAT PRECAST WH N R TESTING TO PREVENT THE SUDDEN RELEASE OF COMPRESSED AIR. _ SECTIONS SMALL HAVE RUBBER GA SKETED JOINTS, AS APPROVED BY THE A PRESSURE OF 4 PSIG AGAINST AN B-INCH,PLUG WILL CAUSE A FORCE OF B�f3T F� �.� �t )'L" e':�i"�l!+° �a 3. a N m ENGINEER. THEY SHALL HAVE INSTALLED GALVANIZED DEFORMED BAR APPROXIMATELY 200 LSS. ; AGAINST A 12-INCH PLUG, q50 LES. THE EOM- " -_-� STEPS, AS SPECIFIED IN SECTION 63-2.025 OF THE "STANDARD SPE- PRESSED AIR ACTS AS A SPRING. PROPER PRECAUTION MUST BE TAKHEN p ,�,V rQ:IL.�4-B _ CIFICATI9NS" AND SHALL HAVE OFFSET (ECCENTRIC) CONE SECTIONS PREVENT THIS FORCE FROM PROPELLING THE PLUG FROM THE PIPE LIKE A WITH THE STEPS INSTALLED ON THE VERTICAL WALL OF THE MANHOLE. BULLET. �- MANHOLES SHALL BE COMPLETE WITH FRAME AND COVER. TAMOSEAL - - SEALANT COATING SHALL BE APPLIED TO THE EXTERIOR AND INTERIOR YNOTE: THE ALLOWABLE LEAKAGE FOR STORM SEWERS SHALL BE TWICE THAT Cr SURFACES OF THE MANHOLES ACCORDING TO THE MANUFACTURER' S IN- - INDICATED FOR SANITARY SEWERS. Q. STRUCTIONS. _ � 6. 0 A ES A COV 5: FRAMES AND COVERS FOR MANHOLES SHALL 9, EXISTING SEWER AND MANH9LE5; ALL EXISTING MANHOLES AND PIPING Nz S ANDA 24" DIAMETER NON-LOCKING TYPE, AS SHOWN ON STANDARD TO SRO SHALLUGHLY CLEANED OF ALL ROCKS AND DEBRIS LL Z W z PLAN NO. 42. WHERE MANHOLES ARE NOT IN STREET AT SURFACE GRADE, FRAMES SHALL BE SECURELY FASTENED TO MANHOLES STRUCTURE BY USE AND COMPLETELY FLUSHED WITH A HIGH VELOCITY JET. NO DEBRIS rL.S 2�3/9G O7-) M = m SHALL BE ALLOWED TO ENTER CITY'S SYSTEM AT 29TH AND 'F' STREET APPROVED P R O V E D W W Q OF ANCHOR BOLTS SECURELY MORTARED IN PLACE. S.E. MANHOLE OR FURTHER CLEANING WILL BE NECESSARY BY CONTRACTOR - ifiY W 7. SEWER PIPE A FITTING UNDER A MI THIN 2' OF FUTURE STRUCTURES AS DETERMINED BY CITY ENGINEER. AFTER CLEANING, THE CONTRACTOR SHALL NOTIFY THE CITY'S DEPI. OF PUB. C w CR� t7 SHALL BE MADE OF ABS PLASTIC TO UNIFORM PLUMBING CODE DWV r INSPECTOR WHO WILL SCHEDULE A TV INSPECTION OF THE EXISTING CITY CF AU BARN PIPE AND DIMENSIONAL STANDARDS IN A MANNER THAT FULLY MEETS LINES BY THE SEWER DEPT. AFTER REVIEW OF THE INSPECTION 0 TA �•• ENGINEERING OEPARTMENi H �+ m - ASTM D-2661-73 SPECIFICATIONS. THE CITY ENGINEER WILL DETERMINE WHETHERTHE EXISTING SEWER u O B. OTHER MATERIAL AS SPECIFIED ON THE DRAWINGS.• SYSTEM I5 IN AN ACCEPTABLE CONDITION ORWHETHER REPLACEMENT/ DATE. 2 REPAIRS MAY BE NECESSARY, O THE ENDS OF ALL SEWER PIPES TO BE ABANDONED IN PLACE SHALL BE APPROVEL14 Q PLUGGED OR CAPPED WATERTIGHT.. - a 88DIO20 5 of 17 DE 346 WIDTH VARIES I CD - P501 0' FOR 14' WIDE MOBILE HOME FOR 24' WIDE MOBILE HOME V4' FOR 28' WIDE MOBILE HOME �f1 Z (D 1-' u \Y Z,-Uw PRIVATE WATER SYSTEM - ESTIMATED MAJOR QUANTITIES Hw<woB LEASE m z°'m¢-I 2' LINE c Q nr 1$0 LF 2 1/2• PVC WATER LINE 1 UTILITY PAD ozo 4300 LF 2" PVC WATER LINE MO'MIN. MES Z c 570 LF 1" PVC WATER LINE MOBILE H MES I a J H 1270 LF 3/4" PVC WATER LINE - zzo 103 EACH WATER RISERS (PER DWG 07) P_ I 101 5' I ,m. ma 13 EACH 2" VALVES 11' , "' ��• .�. i 1 EACH RV WATER SUPPLY 9 MIN W << u u MIN. MOBILE MAX EX_ ,z, oz z ,a HOME WIDTH TENT IF o ~0 w M > VARIES AWNING w 'N W LL su 116.24. O m4 w E <Z g I 090) ffi N PUBLIC WATER SYSTEM - ESTIMATED MAJOR QUANTITIES m (18.29.090) I z H 2 EACH - SALVAGE EXISTING HYDRANTS �_ 2 EACH - RELOCATE HYDRANTS (BY (5) 6 z = J > 1 EACH - EXTEND EXISTING HYDRANT-(BY 400' - SALVAGE 8" DIWM W/FITTINGS _ •' W! 1 EACH - SALVAGE 8" GV AND FURNISH 6 INSTALL PLUG (BY ®0 ) w w w > 200 LF - SALVAGE 9" DIWM W/FITTINGS 400 LF - RELAY SALVAGED 8" DIWM SETBACK N I MIL m V 950 LF - 8" OIWM 10 LF - 6• DIWM (REF. _ r 2 EACH - REINSTALL SALVAGED HYDRANTS AND VALVE AND TEE 18.24.OB0) f CURB f 1 EACH - REUSE EXISTING VALVE _ 2 EACH - 8" GATE VALVES W/BOXES 2000 LOS CI. FITTINGS WITH BOLTS AND GLANDS - PRIVATE STREET NO PARKING IN SETBACK 2q1 OR 34, WIDE h TYPICAL MOBILE HOME LAYOUT 00 SCALE: F• 3 OD 1" = 15 ' - .49 Of to O Q m m z 3 OD z + U) �- N + + + + Q W I+ + + 0- zLL WGO �i m J N J x> - � N W wJ z m W w '� H (7 w �- Ly z ..wrxyJ H H u w I m m H zmf- x <O Z 1- ---- . • ' I ~ `•' W z w< zz 0 S ' , , _____ W H F-K m w LAJ mm __- _-_-_-- RV ------ N o W W N ►� 5� M� �� HAS esra F- _ PARKING AREA _______ 3/4" WOODFORD YARD HYDRANT MODEL Y34 WITH 3' BURY DEPTH. <o , �w x< ��::: TO CO INSTALL ANTI-SIPHON DEVICE WITH HOSE THREADS ON OUTLET. W LLw oa wz G4;"T' g:'c..=� NFQ}TM TO } - ------- ------'- INSTALL 4 CU. FT OF PEA GRAVEL AROUND HYDRANT' S DRAIN VALVE. z m 1- z < >H D Ft", ----- -------- INSTALL SIGN "DO NOT DRINK THIS WATER OR USE FOR DOMESTIC PURPOSES" . >w < > «- +- SEE DWG N4 FOR LOCATION. SIGN TO BE PAINTED ALUMINUM. < � � > � o� �ti 1p ______ __.____ r- we z p Z w < W= zw <Z + + W 1 Km /I } 3/4" L r I ' I I Viil` I i I,q 90 142 I 43LI 1 1 , LW 1 11 I I IlI, , ,_ ll_ - _ , . L _ I 11__ ' I . ' I_ _ I 1 L- _ -I I :.I 1- - I _ _I I I I : I : I + + I I : I I . I I 1 I I I I I I I yE'AiSEE DWG 014 L_ _ - - - - - I • I i 1 I 1 47 1 48• I 49 I 1 . I 52 I 53 - i 54 I 55 I 56 1 l CONNECT NEW n 1 , 11 „ I L_ I , I 1 - + ' l I : ® l I , I I I f I 11 • I + 1 I REMOVE AND SAVE WATERLINE TO EX. .5 2• -- G PLAC E. 2n 21/2' E1 I_.y I 1 I_:� 1 I I F... + - L•� f'- i + I I IJBOII Q - - - - --��'- -- - - - - -- --�-� I -I I -� I 1 i I n7 LF EX . 4 QIWM. GV IN END OF II 1 I- i : I I I I I • I i I I ' 6 FITTINGS I I ' i l ' 1 .. I I I + 1 I + I I _'- - .-- - / I 2 ��\ '_I + : I L_ _ I I : - - - _ _ . + L - I I I I - -H IL _ _,a ,PAVEMENT . GROUND I i - ' I ELEV._ 116.10 I 1 _ r_ _ _ _�� 1 _ i_ _ _ _ _ '- - - - , EW FM. 1 ; i - 1 - -- __ F VALVE; RELOCATE /� COORDINATE WATER SHUT- 1 O 1 - - B7 I - - - - ' 70 ' v8" DIYIM, I-1 I I'• BY 032 DOWN WITH WATER DEFT. �. - -wy- _ - J -� ' ' 1 79 i I I - - _ I _ REMOVE EX. YALV� I•� 1�� _ �_ _, I B6 I I I 7B 1 _ JI �- I-1 LI - -I - 1 L H - -1 - - 11 r- - K"111 L _ li INA PLACE EASELINE p 1-S-ESMTT . r -- . . . . . . . I . �- - - -.i' .I. . ._�--._�. - .. Lr. . . . . . . _ I Tcli r : LI 68• I 67 66 65 6q l I 1_ , +- - - -I- I- - - - -y F j L - - - - --I - - . .`►: 12,0� 169 I i LIOI ; IO ; I-I � l _ Ol V • 61 I 160 I5 l l�- . . U VALVE a TEE ! I w - - --88 -_ L r83 1 - -O L_ - 77 ' W '_ REC. AREA i I ; in 1 . 1 i I ; N I - 63 L , 1 J ' - - --I L I J r1 J w J N45MCNEARFSPACE L - - - - N 1- - - B9 - - - - - - I_ _ 1 _.-1-.-80�. ... I : . . . . . . : . . y '- - 'S.:L _ ' 2" L - -) --J -J - -J 1 J L -7 . }. . . . . .(_ _ . . . . . . . ,. �- . + Z m 5.0 _ _ -.-. Z - - - + --- 1 - - - - - - - - I N - � - ". r - -t� - - - -� . . . 3 (INSTALL PER 1 O I I J 1 - 1 w Z 1 Y . . . . . .L . . . _ F- I I I I eee I I _ _ _ _ - - - - - - - I - - - I _ y + ; 1 -'� F._ I ' OD I Ol I 0 I 0 01 CITY OF AUBURN , I _ I J - - - - I - -� �- -- -� r-- r - -� N _ I I I I DETAIL MVO 2mTITLED . . 30 . . . . . _ _ -gO 4.5!� I 8q I I_ -_81 + © I _l I 9 i , I I i I-i ; i ' r i I . l l I . I n + + ; -1 I® I � : -1 ~ l OF ALL"HYDRANTS) . I- -r- - - -J Z .. . . . . . . . .I .`.1. Z .I-.-l.- - .5�-► . . . . . . 6. .�.-.- _ � - I I I OI O I I IO I . IO I l I�' I O 98 I I ' 99 i i � i � . I I ' 1 ; Ir I. I N I 1 I p I I _ ' . HYDRANT SETTING N I I N' DETAIL-- . TYPICAL N) I I_ M - T I- -- - - - I M . I - - I RE 0 IATE 93 1 i 99 I 95 96 1 9 + 1 : 1 1 N - - -I- - _ -- r r r - -� 1_O� _ I _I I ' l 1 : - I I I :. - - 1 „I ' L_ 1 �: 1 Ih L _. J I : L - - I �-- -J I : ti I ' I . l I 1 EX. CITY WM 73 - - - + 28 1- - - i - - r 5.5' WA E L1N I _ _ 1 I 1 --' � I : I� _I 6 < 0 . 2„ I Q ' 1 91 82 + 1 I LY - ' - I 3-53.51 UO w DO I- - - - - -J I 1 I 83 ' + : L 75 I I -�r\� I I EX. 511 WM Z �. ' �----� ' �&5-�- - - L _ _ _ _ L_--� I _� �\ = REMAIN - -- -—. . . . . . . 1 _ ^I �5.5 - I I `r W Q r —r--- - _--^^w_ - - -J l I 1 NEW B VALVE+ -_ DEFLECT 11 L . . 1 ' I I ' + I ' I . I I : I Z Q ; r n n I . I I 29 �_ , ---- -- ✓ _ - -, �, : I " I' : , _ ' I I '- - + F,-1 : 1 + � : I I � . : ) � 1 : II� ' � w 30.60.03 DEFLECT JOINTS 5• l I - W . . . L _ r I 1 , 1, I l + l 1 1 1 I . I I. j . . . J' r� I I E9MT I S 09 29 58 I I ' _y - - - - - i I .I ; . I i . i . I i `, i I i : I I I : I , I ' ; � I ; � I , : I-I + L I ' ' L .� I ' + I - I • l I C7. N W _ • , • 2 1/2 I _ — _ - - � r - _ _, _ _ � 1 . I l - - - : I I 1 I . 1 ' � + I p l I -I I I �. I I Z W. . r - _ _I j - I I J/ _ O ® ..I®l 1 - I I U4 l , +- I. J . I I I �{ I I rI I I I 5'�� 1 : I - : L +-I91 -781 + I 9 3 1D' ESM > II l 1 1 ' I I . I l 1 I I ' +-1 15 '' l.l'l lJl t✓' - lO I J I I I ©l �+ I�I 101. R" .0 J BLOCKING SIZE TO - -`= 26 : l 25 I + 23 ' I 22 , 23 I + I 20 I 19 I I 1 18. , ' I 17 + : I ` 16 I I + I I ' + I + , I I I I ' l Y w DO O W MEET CITY 0 AUBURN I ' I 1 : II I I � I I I ' - t I { I . 1 1 t I ' 1 I ' ( 9 F l ; l • ' I I + p : 1 , I l l 1 + , I ' 1 I I I I I ( _ _ J + I INSTALL NtW 1" WM o Q DETAIL TITLED 27 ,I : I_ I : - JWIDE I_ I_ I_1 __ 1 , I y I _ I_ � WATER MAIN BLOCKING , MAX : I I _ _I ,_ I _ _I I : - : + __I . J L _ _ J I ' I , t - - - J J - -} - --t SERVICE TAP PE " " Q ' �� J I I I , + l i_ 1 ION EXISTING WAJER USING 1000 PSI SOIL - - - - +' _ _ _ _ _ _ _ L _ _ J ' 1 _ _ _1 AUBURN DETAIL. z L (TYPICAL) L _ - _I - - J - _ -+ - - - _ - - J - - - RtMOVE• AND SAVE Y BEARING STRENGTH. y REMOVE AND SAVE 164 LF EX B" DIWM 2" om o xN.+ ALL 4 - � In .Z., >LLu z aum• '� SEE SHEET 9 - NEW BF OR•MJNPLUS ON EE. , W z '" RELOCATE EX . FH 211 TYP. 3/4" TYP .' " as If �. K= < WI111U _._ -r-u KX 3X cOJ O LL,z, ^. 7 - Z p~ w p.ce!Lz ow•�'-I 1 haw of >Zm NOTE: BOTTOM OF NEW WALL IS AT 1117 . 4 y ' " per - - I •- 50'_ LZ �� <en w,_, .o�' zum w omm ! w� of BC _ w ¢ , < ¢ - mY >IOR c�z w Inv wl- � � � i-e: m � NOTE: ALSQ SEE SHEETS 9, 10, 11, 12, 13 8. 14 �. � omo Oa " o H<> i®Oz HIS wZo >� wQ A P P R O V E D Am JRH K-+ OJ �o J Ox al-"'-' H< O< ® a IDEP7. OF PUBLIC WORKS -w , IW IY I- w mm u ono¢ mua u zs < BURY WITH AT LEAST 4' OF COVER SO LINE KW< f ,i \ FJ zF-WW 01 omm I1 > • CITY QF AUBURN " �u r• : ; m\LL o'^�'- - J•-I J00 u � DOES NOT INTERFERE WITH PRIMARY BE INSTALLED �• J ="-'p MJ O W3o �i1--'-�< MC I, wlx � � ■ > <.-,, BY PSPL E% ENGINEERING DEPARTMENT IimJ U' 3 LL�m2 O:WR NLL. m0 CONTRACTOR SHALL LOCATE (N FIELD PRIOR TO CONSTRUCTION - DATE APPROVED 8y ___ _ ¢ j a 88DIO20 6 of / 7 DE CO ,SCOPE OF WORK - WATER M d FURNISH AL L LABOR MATERIALS z AL EQUIPMENT AND SUPPLIES REQUIRED TO 7. BLOWIlf-FSTANDARD ASSEMBLY: SLOWOFF ASSEMBLIES SHALL BE 2" CONFORMING TO THE 6. FIRE HYDRANT ASSEMBLY; FIRE HYDRANT ASSEMBLIES SHALL BE INSTALLED PER- ISII OF THE NEW WATER SYSTEM SHALL BE REQUIRED PRIOR TO O INSTALL PUBLIC AND A "PRIVATE" WATER SYSTEM FOR THIS PROJECT AS STAN A D ETA L IN THE APPENDIX. PENOICULAR TO THE 5 PLY MAIN IN ACCORDANCE WITH CITY OF AUBURN STANDARD SHOWN AND AS SPECIFIED. IN GENERAL, THE WORK CONSISTS OF CONSTRUCT- DETAILS, p 6" RESILIENT WEDGE GATE VALVE SHALL BE INSTALLED ON EACH CC NN�O THE EXISTING WATER LINES AND SHALL BE IN ACCORDANCE p ING A POTABLE WATER LINE EXTENSION TO THE CITY OF AUBURN'S EXISTING 8. AIR RELIEF VAL_y_E AS5E Y: AIR RELIEF VALVE ASSEMBLIES SHALL CONFORM WITH THE LATEST PROVISIONS OF AWWA C 601 . THE INITIAL CONCENTRA- DISTRIBUTION SYSTEM THAT IS TO BE OWNED AND MAINTAINED BY THE CITY. TO CI TV OF AUBU N2f § ANDA D DETAIL ENTITLED "TYPICAL AIR AND VACUUM HYDRANT SUPPLY LINE. TION OF CHLORINE IN THE LINE SHALL BE 50 PARTS PER MILLION AND AN ADDITIONAL EXTENSION TO THE FUTURE CITY-OWNED WATER SYSTEM WILL RELIEF VALVE DETAIL" IN THE APPENDIX. AFTER INSTALLATION, EACH HYDRANT SHALL RECEIVE TWO FIELD COATS OF PAINT . THIS SOLUTION SHALL BE HELD FOR A PERI00 OF 24 HOURS. DISINFEC- ui TION BE MADE TO PROVIDE SERVICES TO EACH MOBILE HOME AND OTHER LOCA- THE FIRST COAT SHALL BE FORMULA 8SHALL (IRON OXIDE), AND THE SECOND COAT TION OF THE ENTIRE WATER SYSTEM INSTALLED OR DISTURBED UNDER THIS _ Q TIONS SHOWN. THIS LATTER SYSTEM WILL BE PRIVATELY OWNED. 9. TAPPING SLEEVES: TAPPING SLEEVES SHALL CONFORM TO THE FOLLOWING: SHALL BE TRAFFIC SIGNAL YELLOW ENAMEL, CONFORMING TO FEDERAL SPECI FI CA- CONTRACT, INCLUDING PIPE, PIPE FITTINGS, VALVES, AND APPURTENANCES, FOR ALL WET TAPS ON MAINS 14" IN DIAMETER AND LARGER, AND FOR ALL IS REQUIRED TO CONFORM WITH THE SPECIFICATION STATED HEREIN. LINE A . GENERAL SIZE ON SIZE TAPS, THE TAPPING SLEEVE SHALL BE THE FULL M.J. TYPE, TION TT-E-4B9C ENAMEL, ALKYD, GLOSS, FEDERAL COLOR NO. 13538. OUTSIDE FLUSHING SHALL BE ACCOMPLISHED IN ACCORDANCE WITH THE LATEST PRO- z CAST IRON, TWIN SEAL, MANUFACTURED BY MUELLER, CLOW, TAYLOR, OR SURFACE BELOW GROUND SHALL BE COATED WITH ASPHALT VARNISH. VISIONS OF AWWA C ACC ALL HEAD-END MAINS SHALL BE FLUSHED WITH A o UNLESS ORTHERWISE SPECIFICALLY INDICATED IN WRITING ELSEWHERE, THE DRESSER M L H. TEMPORARY BLOWOFF IN CONFORMANCE WITH THE CITY'S STANDARD DETAIL FOLLOWING CONDITIONS SHALL APPLY: GUARD POSTS FOR FIRE HYDRANTS, IF REQUIRED, SHALL BE INSTALLED WHERE IN THE APPENDIX WHERE DIRECTED BY THE CITY. DISPOSAL OF WATER SHOWN ON THE DRAWINGS. TOP OF GUARD POST SHALL BE LEVEL WITH TOP OF 10. PIPE EN CH BA C((FILL• PIPE TRENCH BACKFILL SHALL BE BANK RUN GRAVEL HYDRANT AND BURIED A MINIMUM OF 3' . GUARD POSTS SHALL BE CONCRETE 8" FLUSHED FROM THE LINES SHALL BE THE RESPONSIBILITY OF THE CONTRAS- �.1. LN4 Ti.OrN OWNER WILL PROVIDE STAKES TO INDICATE THE LOCATION IF, IN T�I N F THE ENGINEER, EXISTING BACKFILL IS UNSUITABLE. TOR. „ Z A 1 REQUIRED, THE GRADE OF ALL WATER LINES. CONTRACTOR SHALL BANK RUN GRAVEL SHALL BE FROM A PIT APPROVED BY THE ENGINEER AND IN DIAMETER MINIMUM OF b LONG. - u a u EA SURE FROM THESE STAKES AND PLACE THE WATER LINE WITHIN t0.3' TO THE AS SPECIFIED IN SECTION 2.01 OF THESE SPECIFICATIONS. DUE 7, WATER SERVICES: WATER SERVICES SHALL BE INSTALLED WHERE SHOWN ON THE NOTE: THE APPENDIX REFERRED TO IN THESE SPECIFICATIONS IS A PART w 2 OF GRADE AND =0.5 ' OF THE STAKED LINE. TO THE VARIABLE QUANTITIES WHICH MAY BE REQUIRED, THE PROVISIONS OF OF THE CITY OF AUBURN STANDARDS. iri a 4 SECTION 4-1.06 OF THE "STANDARD SPECIFICATIONS" SHALL NOT APPLY TO DRAWINGS OR WHERE REQUESTED B( THE ENGINEER, IN ACCORDANCE WITH THE 2. SAFETY: THE CONTRACTOR IS SOLELY AND COMPLETELY RESPONSIBLE FOR "PIPE BACKFILL°. - STANDARD DETAILS. TAILPIECES (THAT PORTION OF THE SERVICE LINE BETWEEN THE SAFETY OF HIS WORKMEN AT ALL TIMES ON THE JOBSITE. CONTRAC- THE METER AND THE PROPERTY LINE) SHALL BE FURNISHED AND INSTALLED AND Z TOR O w w SHALL BE OF THE SAME MATERIAL AND SIZE AS THE SERVICE LINE. CONNECTION m m SHALL FULLY COMPLY WITH ALL APPLICABLE HEALTH AND SAFETY 11. PIPE BE TTEERRIIAA�� PIPE BEDDING MATERIAL FOR DUCTILE IRON PIPE N a o REGULATIONS. CONTRACTOR SHALL PROVIDE AND MAINTAIN THE NECESSARY SHALL B 5 8" FIH�NS. ED ROCK IN CONFORMANCE WITH SECTION 2.02 OF TAILPIECE TO SERVICE LINE FROM BUILDING SHALL BE MADE WITH M THE 3- > N SAFETY EQUIPMENT AND SUPPLIES ON THE JOBSI TE AT ALL TIMES. A OF THESE SPECIFICATIONS. DUE TO THE VARIABLE QUANTITIES WHICH MAY SIGN COUPLINGS. SERVICES SHALL BE INSTALLED WITHOUT JOINTS FROM THE w \ \ REPRESENTATIVE OF THE CONTRACTOR WHO HAS A STATE APPROVED FIRST BE REQUIRED, THE PROVISIONS OF SECTION 9-1 .06 OF THE "STANDARD WATER MAIN TO THE ANGLE VALVE WITHIN THE METER BOX. LOCATION OF WATER AID TRAINING CERTIFICATE SHALL BE ON THE JOSSITE AT ALL TIMES SPECIFICATIONS" SHALL NOT APPLY TO BEDDING MATERIAL. SERVICES SHALL BE MARKED BY NEATLY IMPRINTING THE LETTER "W" TWO INCHES O: WHEN WORK UNDER THIS SECTION IS BEING PERFORMED. CONTRACTOR HIGH IN THE TOP OF CURB BEFORE THE CONCRETE HARDENS. SHALL PROVIDE AN ACCIDENT PREVENTION PROGRAM AND SHALL ADEQUATELY 12. PIFE BALLASj: PIPE BALLAST, IF REQUIRED, SHALL BE 1-1/4" MINUS B. CO 5 E COPPER SETTERS SHALL BE FORD 5/B" % 3/4" (VH 172-7W) AND ZU' SUPERVISE ALL EMPLOYEES TO WORK IN A SAFE MANNER WITH THE PROPER C H CK CONFORMING TO THE REQUIREMENTS OF SECTION 23-2.02 OF 1" H 1 -lOW) CONFORMING TO THE FOLLOWING: ,v.�u•- >d� SAFETY EQUIPMENT . THE "STANDARD SPECIFICATIONS DUE TO THE VARIABLE QUANTITIES WHICH , MAY BE REQUIRED, THE PROVISIONS OF SECTION 4-1.06 OF THE "STANDARD' a a 3. AT INTNGIP-ORTABLE TOILETS IN THE NUMBER REQUIRED BY STATE REGU- COPPER TUBING. LINE OF FUTURE MOBILE HOME ABOVE (REF.5�! S p� CONTRACTOR I5 RESPONSIBLE FOR PROVIDING AND MAIN- SPECIFICATIONS" SHALL NOT APPLY. A. A FORD COPPERSETTER INLET/OUTLET LEGS SMALL HAVE PACK JOINTS FOR ) I S + O , LATION. 13. pORTLAND CEAlENi CONCRETE: PORTLAND CEMENT CONCRETE SHALL CONFORM TO Z THE REQUIREMENTS OF 5 C ION 37 OF THE "STANDARD SPECIFICATIONS" AND B. HEIGHT SHALL BE 7" FOR 5/8" X 3/4" AND 10" FOR 1" METER. 310• 3' 0" 4.0" I d' .`^ r�,y,9 t9 4. /. -.s yam- Gi TE I S5: CONTRACTOR SHALL PROVIDE AND MAINTAIN A SAFE PLACE SHALL BE CLASS 6 (1-1/2) AND SHALL HAVE A MAXIMUM SLUMP OF 3-1/2" . C. INLET SIDE SHALL BE EQUIPPED WITH AN ANGLE VALVE AND OUTLET SIDE _ QF_ TO RE AL MATERIALS ON THE JOBSRING TO CONTRACTOR IS RESPONSIBLE IT SHALL HAVE AN ENTRAINED AIR CONTENT OF SX BY VOLUME (e1X) . SHALL BE EQUIPPED WITH AN ANGLE CHECK VALVE. WATER RISER 3" SEWER RISER(REF. ) I W O FOR ALL LOSS AND DAMAGES OCCURRING TO STORED-MATERIAL IAL WHETHER ORLd NOT THE OWNER HAS MADE PROGRESS PAYMENTS TO REIMBURSE THE CON- D. THE BASE OF THE COPPERSETTER SHALL CONTAIN AN EYE TO INSERT A BRACE . O TRACTOR FOR THE PURCHASE COST OF SUCH MATERIALS. PIPE OF NOT LESS THAN 12" IN LENGTH. m - J C. MATERIALS FOR WATER SYSTEM i0 BE PRIVATELY OWNED 5. PERMITS: CONTRACTOR SHALL OBTAIN AND PAY FOR SUCH PERMITS RE- E. THE COPPERSETTER SHALL BE SET AT A DEPTH OF 8" AS MEASURED FROM THE 1i 3ii, Cn Q R D0-AND DO ALL WORK IN CONFORMANCE WITH THE CONDITIONS OF SUCH DIVISION 4 OF THE APWA SPECIFICATIONS DOES NOT CONTAIN A SPECIFICATION CENTERLINE OF THE VALVES TO THE METER BOX LID. CONCRETE PAD I - m W Q O PERMITS NOT WITHSTANDING ANY CONFLICTING SPECIFICATIONS WHICH FOR PVC WATER PIPE. D.S.H.S, POLICY ON PVC PIPE IS CONTAINED IN DSHS MAY BE CONTAINED HEREIN. OWNER WILL REIMBURSE CONTRACTOR FOR THE PUBLICATION "WASHINGTON WATER°, VOLUME 3, NO. 2 DATED APRIL 1874, 9• B OWO�SSEMBLY: SLOWOFF ASSEMBLIES SHALL BE CONSTRUCTED WHERE SHOWN L, - • 6„ ti F_ 3 OD COST OF THE PERMIT. "PLASTIC PIPE SPECIFICATIONS. . ." "THE WATER SUPPLY AND WASTE SECTION IN TANS AN N ACCORDANCE WITH CITY OF AUBURN STANDARD DETAIL FOR 3/4" GALV. STEEL COUPLING CJ a 6. CONTRACTOR I5 SOLELY RESPONSIBLE FOR ALL COSTS INCURRED WILL CONTINUE TO ACCEPT CLASS 160 PVC PIPE FOR NORMAL WORKING PRES- 2" SLOWOFF ASSEMBLY. ELECT. REF. ONLY WhiER SUPPLY - 3/4" PVC BUILDING SUPPLY PIPE O = Q CUD D IN H •PROMPT SATISFACTORY REPAIR OF ALL WORK THAT HIS WORKMEN SURES UNDER ORDINARY INSTALLATION CONDITIONS. IF CONSTRUCTION CONDI- 10. AIR F VALVE ASSEMBLY: COMBINATION AIR RELIEF VALVE ASSEMBLY SHALL VALVE 0 F- 3 m DAMAGE OR DISPLACE IN THE PERFORMANCE OF THE WORK. TIONS ARE DIFFICULT, RELATIVELY HIGH STATIC PRESSURES ARE ANTI CIPA- BE CON CT EG- N ACCORDANCE WITH THE CITY OF AUBURN STANDARD DETAIL •� Q F . N TED OR UNUSUAL PRESSURE SURGES ARE LIKELY, CLASS 200 PIPE SHOULD BE - ENTITLED "TYPICAL AIR AND VACUUM RELIEF VALVE DETAIL" AT ALL HIGH 7. S CCESS: CONTRACTOR SHALL HAVE REASONABLE ACCESS TO ALL USED. THE USE OF FLEXIBLE GASKET JOINTS IS DEFINITELY ENCOURAGED BUT POINTS IN WATERLINE AND/OR WHERE CALLED FOR ON THE DRAWINGS. L-- --- 0 ARTS OF HE SITE AS NECESSARY TO PERFORM THE WORK. CONTRACTOR NOT REQUI9EH. THIS SECTION BELIEVES THEY ARE MORE RELIABLE -AND BY RESIDENT �- --- -- SHALL NOT HINDER OTHER CONTRACTORS WHO MAY ALSO BE WORKING ON THE TROUBLE-FREE THAN SOLVENT WELD JOINTS.• ( CO W SITE BY UNREASONABLE USE OF MORE OF THE SITE THAN I5 NECESSARY TO FOR ALL WET TAPS ON MAINS 12" IN DIAMETER AND SMALLER, AND AT LEAST UTILITY P A DOD PERFORM THE WORK. ALL PVC PIPE USED IN THISWORK SHALL BE CLASS 200 PVC WITH A SDR OF 21. BE THE IAMETERO SMALLER THASTAINLMAINSSIZE,O THEPTAPPING SLEEVE SHALL HOSE BIB m W J � J MATERIAL SHALL MEET ASTM SPEC D-2241 LATEST EDITION. PVC SHALL CONFORMWRAP P L A N PITH BACKFLOY DEVICE N w Z = cu W TO ASTM D-1784 FOR TYPE 1 GRADE 1 2000 PSI DESIGN STRESS. THE PIPE TURED BY ROMAC, FORD, DRESSER M 6 H, ROCKWELL (SMITH BLAIR), OR CLOW. OD 8. HITERNIROL THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DUST SHALL BE NSF APPROVED, COMPRESSIBLE GASKETED JOINTS SHALL BE USED WHEN 1/2" = 1'D" FUTURE MOBILE HOME a s C A ED BY H, S OPERATIONS OR IN HIS WORK AREA. CONTRACTOR SHALL AVAILABLE. ALL SUCH JOINTS SHALL MEET ASTM D-3139 PERFORMANCE SPECIFI- 11. PIPE_ IRENCH BACKKFFIILLLL• PIPE TRENCH BACKFILL SHALL CONFORM TO THE PIPE SKIRT 6 maw O } APPLY WATER, SOIL COVERING, CONTROL OPERATIONS OR WHATEVER ELSE NCH A LS ICE APPENDIX. IT SHALL CAREFULLY BE PLACED SO THAT IS NEEDED IN ORDER TO KEEP THE DUST TO WITHIN LEGALLY ACCEPTABLE CATION. GASKETS SHALL CONFORM TO ASTM D-1869. MOBILE HOME LINE OVE UNION W/ mi'�iw �+! LIMITS. THE BACKFILLING OPERATIONS WILL NOT DISTURB THE PIPE IN ANY WAY. THE FEMALE END "m z I . WAT R LINE A. FI7TING3: UNLESS OTHERWISE SPECIFIED, SHALL BE PVC TRENCH BACKFILL SHALL BE THOROUGHLY MECHANICALLY TAMPED IN B" LAYERS i3u ON TOP r o o 9. HOLD Hp�ML ESS AGREEMENT: THE CONTRACTOR SHALL PROTECT, DEFEND, CLA S 200. MINIM MTMSSDR 21 MEETING ASTM D-2241 SPECIFICATIONS AND WITH EACH LAYER COMPACTED TO 95X DENSITY AT OPTIMUM SOIL MOISTURE NDI EMNIF AND SSE OWNER, ENGINEER OR THEIR AGENTS HARMLESS SHALL BE NSF APPROVED. UNLESS OTHERWISE SPECIFIED, PIPE AND FITTINGS CONTENT. SPOIL FROM THE EXCAVATED TRENCH MAY BE USED FOR BACKFILL FROM ANY AND AGAINST ANY DAMAGES, COSTS OR LIABILITY FOR INJURY MAY BE JOINED BY SOLVENT WELDING OR A COMPRESSED NEOPRENE RUBBER UNLESS DETERMINED BY THE CITY AS BEING UNSUITABLE. IN SUCH INSTANCES 6" PIPE CAP OR W000 PLUG " GASKETED JOINT AT THE CONTRACTOR'S OPTION. THAT THE SPOIL IS DEEMED UNSUITABLE, THE CONTRACTOR SHALL USE OFF I a OR DEATH TO PERSONS OR DAMAGE TO OR DESTRUCTION OF PROPERTY SITE BANK RUN GRAVEL CONFORMING TO SECTION B 10 OF THESE SPECIFICA- ARISING OUT OF THE WORK PERFORMED UNDER THIS CONTRACT. 2. V V S " - "• UNLESS OTHERWISE SPECIFIED, SHALL BE FULL-WAY BALL TIONS. up - h 10. PERFORMANCE BOND OR PROPERTY DAMAGE AND BODILY INJU�Y LIABILITY VAL CU STOPS RATED FOR 150 PSI WITH BRASS BODY AND PLUG. BALL FINISH GRADE "� - `•' i,:;'•"-�'� I CRAM IF REQUIRED BY OWNER, CONTRACTOR SHALL OBTAIN AND AND STEM HALL SEAL TO THE BOGY WITH 0-RING SEALS, FORD NB77-666 12. HYDROSTATIC TESTS ON THE NEW PIPE LINE SHALL BE MADE IN ACCORDANCE C '" ' ��/)'�� CONTRACTOR TO 0 ALL REIMBURSE CONTRACTOR FOR THE PREMIUM COSTS. FOR 1-1/2 AND 877-777 FOR 2" - WITH PACK JOINTS ON BOTH ENDS (FOR WITH THE FOLLOWING PRESSURE TEST PROCEDURES AND THE LATEST PROVISIONS ' WBAC \\ f \� !JOINING TO PVC PIPE) OR SIMILAR. OF AWWA C 600, EXCEPT AS MODIFIED HEREIN. ALL EQUIPMENT NECESSARY TO b INSTALL PIPE CAP 11. THE DEPARTMENT OF SOCIAL AND HEALTH SERVICES REQUIRES THAT THE MAKE THE TEST SHALL BE FURNISHED BY THE CONTRACTOR, AND THE CONTRAC- I( L 3 1/2" 1 O 3. VALVES 2-1/2" AND LARGER: IF REQUIRED AND UNLESS OTHERWISE NOTED, TOR SHALL CONDUCT ALL TESTS UNDER THE SUPERVISION OF THE CITY.MATERIAL, INSTALLATION, FLUSHING AND TESTING OF THIS WATER SYSTEM SHALL BE CAST-TNUN 6b�' N.R. STEM GATE VALVES WITH MECHANICAL PRESSURE TESTS SHALL BE MADE ON ALL PIPING AND APPURTENANCES INSTALLED CONFORM TO THE APWA SPECIFICATIONS. 1981 A3 MODIFIED BY CITY, STANDARD SPECIFICATIONS FOR MUNICIPAL PUBLIC WORKS CONSTRUCTION JOINT OR FLANGED ENDS AND 2" SQUARE OPERATING NUT VALVE SHALL MEET UNDER THIS CONTRACT, INCLUDING ALL CONNECTION TO EXISTING MAINS AT A IS DATED 1981. VERY LITTLE OF THIS SPECIFICATION APPLIES TO PVC AWWA C 500 SPECIFICATIONS. MINIMUM TEST PRESSURE OF 200 P.S.I. PIPE, AND NONE APPLIES TO PVC PIPE UNDER 4" . ACCORDINGLY, THE WATER SUPPLY VALVE: z PORTION OF THE SPECIFICATION THAT APPLIES TO THE PRIVATELY OWNED 4. V_ALVE BOXESr SHALL BE METAL OR PLASTIC WITH FRAME AND COVER SPECI- PROCEDURE FOR PATER-PRESSURE TESTING WATER LINES 5/8" ALL BRONZE BALL HEAT TAPE 6 INSULATION WATER SYSTEM I3 AN EXTRACTION OF THE APPLICABLE PORTIONS OF THE CALL MA UFA CTUR ED FOR THAT PURPOSE UNLESS OTHERWISE SHOWN. VALVE WITH 3/4" FH PT BY MOBILE HOME OWNER TO U APWA SPECS TOGETHER WITH ADDITIONAL REQUIREMENTS THAT, IN THE j 8FI7t 1. SSU 3 AFTER THE PIPE HAS BEEN LAID, ALL NEWLY LAID PIPE OR ENI) . FORD N BII-233 N PROTECT WATER RISER S JUDGMENT OF THE ENGINEER, ARE NEEDED TO MAKE AN ADEQUATE IN- 5. ORAWINGpOROAS VR EQIJ7R 6 FED T3 HE SPECIFIED VALVES.SPECIFIED ON THE pN AL ED SECTION THEREOF SHALL BE SUBJECTED TO A HYDROSTATIC PRES- r STALLATION. IF IN CONFLICT, APWA SPECS SHALL GOVERN. SURE OF AT LEAST 1.5 TIMES THE WORKING PRESSURE AT THE POINT OF TEST- w _ E T ING. 12 MEN 3-LCIAL 6CHEALTHCSERVICESHREGULATION MWACT 248-54-340,ATHE D . CONSTRUCTION OF WATER LINE TO BE PUBLICLY OWNED TEST PRESSURE RESTRICTIONS. TEST PRESSURE SHALL: WATER SYSTEM MUST BE INSPECTED FOR CONFORMANCE TO THE APPROVED '^ w PLANS AND SPECIFICATIONS AND SO CERTIFIED BY A REGISTERED PRO- - A. NOT BE LESS THAN 1.25 TIMES THE WORKING PRESSURE AT THE HIGHEST V '� uj FESSIONAL ENGINEER. THE CONTRACTOR SHALL ARRANGE WITH THE OWNER 1. I E G PIPE BEDDING MATERIAL FOR DUCTILE IRON PIPE POINT ALONG THE TEST SECTION. TO PERMIT A PROFESSIONAL ENGINEER TO INSPECT THE INSTALLED LINE HALL AS C IN SECTION B 11 OF THESE SPECIFICATIONS AND IN B. NOT EXCEED PIPE OR THRUST-RESTRAINT DESIGN PRESSURES. BEFORE BACKFILLING. ALL WORK MUST ALSO BE INSPECTED BY THE CITY CONFORMANCE WITH THE TYPICAL CONCRETE AND D.I."PIPE TRENCH DETAIL IN 3/4" SCH. 40 GALV. STEEL THE APPENDIX. IT SHALL BE PLACED b UNDER TO 6 OVER THE PIPE WHERE, C. BE OF AT LEAST 2-HOUR DURATION. PIPE MEETING ASTM ASTE WITH 13, STANDARD SPECIFICATIONS AS USED HEREIN ARE THE "STANDARD SPECI- IN THE OPINION OF THE ENGINEER, EXISTING MATERIAL I3 FOUND UNSUITABLE. 150 LB GALV. MALLEABLE FI CA TI ONS FOR MUNICIPAL PUBLIC WORKS CONSTRUCTION " AS PUBLISHED D. NOT VARY BY MORE THAN t5 PSI FOR T}(E DURATION OF THE TEST. IRON FITTINGS CONFORMING BY THE WASHINGTON STATE CHAPTER OF THE AMERICAN PUBLIC WORKS 2. PIPE PIPE BALLAST SHALL BE PLACED UNDER THE PIPE PER STANDARD TO ANSI 816.3-CO W ASSOCIATION, 1381 EDITION, AS MODIFIED BY THE CITY OF AUBURN P T NCH DETAIL IN THE APPENDIX WHERE IN THE OPINION OF THE ENG- E. NOT EXCEED TWICE THE RATED PRESSURE OF THE VALVES OR HYDRANTS NOTE: SLOT PIPE 50 INEER, EXISTING BACKFILL MATERIAL I3 UNABECAUSE O OR WHERE EXCAVATION WHEN THE PRESSURE BOUNDARY OF THE TEST SECTION INCLUDES CLOSED VALVE IS CENTERED IS REQUIRED BELOW THE NORMAL GRADE LINE BECAUSE OF POOR SOIL [HNDI- SECTION O 6" SLEEVE CUT FROM 6" I A B. MATERIALS FOR WATER LINE TO BE PUBLICLY OWNED TIONS. GATE VALVES OR HYDRANTS. NOTE: VALVES SHALL NOT BE OPERATED SCALE: PVC SEWER PIPE- CENTER V IN EITHER DIRECTION AT DIFFERENTIAL PRESSURE EXCEEDING THE RATED 3/4" RISER IN PIPE J 3. CONCRETE THRUST BLOCKING: CONCRETE THRUST BLOCKING SHALL BE POURED AT PRESSURE. 1. PIPE FOR WATER lAA IN:- PIPE FOR WATER MAINS SHALL BE DUCTILE IRON ALL BENDS, TEES CR S S. AND PIPE ENDS, BLOCKING SHALL BE IN ACCORD- KEEP GRAVEL BELOW VALVE. 1 1/2" = 1'D" MEETING ANSI SP C FICA TIONS SHALA-21L B OF LATEST REVISION AND SHALL ANCE WITH CITY OF AUBURN STANDARD DETAILS. THE CONCRETE SHALL BE F. NOT EXCEED THE RATED PRESSURE OFTHE VALVES WHEN THE PRESSURE BE THICKNESS CLASS 52. PIPE SHALL BE CEMENT-LINED, IN ACCORDANCE PLACED IN SUCH A MANNER THAT IT DOES NOT IMPEDE THE ACCESS OR RE- BOUNDARY OF THE TEST SECTION INCLUDES CLOSED, RESILIENT-SEATED NOTE: ALL FERROUS PIPING 6 FITTINGS BELOW -A WITH ANSI SPECIFICATION A-21-9 OF LATEST REVISION. G UN- MOVAL OF ANY BOLTS OR FITTINGS USED TO COMPLETE A CONNECTION. .C(!N- GATE VALVES OR BUTTERFLY VALVES. LESS LISTED SEPARATELY IN THE PROPOSAL, SHALL BE INCCLUDEDLUDED IN THE COST OF FURNISHING AND INSTALLING THE PIPE. CRETE SHALL BE CURED FOR AT LEAST TWO DAYS PRIOR TO ANY PRESSURE TEST GROUND SHALL BE CONTINUOUSLY WRAPPED OF THE PIPE. ADEQUATE SHACKLING SHALL BE PROVIDED, WHERE REQUIRED BY PRESSURIZATION . EACH VALVED SECTION OF PIPE SHALL BE FILLED WITH WATER WITH AT LEAST 2 LAYERS OF 3M PIPE F JOINTS, EXCEPT WHERE OTHERWISE REWIRED OR SHOWN ON THE DRAWINGS, THE CITY. ALL SHACKLES SHALL BE 3/4" . SLOWLY AND THE SPECIFIED TEST PRESSURE, BASED ON THE ELEVATION OF THE WRAP AS REQUIRED BY SECTION 3008 C(1) O W LOWEST POINT OF THE LINE OR' SECTION UNDER TEST AND CORRECTED TO THE OF THE UNIFORM PLUMBING CODE.. Z Q SHALL BE EITHER MECHANICAL BOLTED TYPE, OR PUSH-ON RUBBER RING 4, WATER-MAINS: WATER MAINS SHALL BE LAID TO THE GRADES AND ELEVATIONS ELEVATION OF THE TEST GAUGE, SHALL BE APPLIED BY MEANS OF A PUMP CON- GASKET TYPE, CONFORMING TO AMERICAN CAN NATIONAL STANDARD A-21.11. SHOWN ON THE DRAWINGS AND SHALL BE CONSTRUCTED IN ACCORDANCE WITH NECTED TO THE PIPE IN A MANNER SATISFACTORY TO THE OWNER. VALVES SHALL A 3 2. PIPE FITTINGS: SPECIAL FITTINGS MAY BE CAST OR DUCTILE IRON AND SECTION 73 THROUGH 78 OF THE "STANDARD SPECIFICATIONS" EXCEPT THAT THE NOT BE OPERATED IN EITHER THE OPENING OR CLOSING DIRECTION AT DIFFER- S V� _ENTIAL PRESSURES ABOVE THE RATED PRESSURE. IT IS GOOD PRACTICE TO ALLOW o: CONTRACTOR SHALL MAKE ALL CONNECTIONS AND PERFORM ALL WORK NECESSARY o HALL HAVE THE SAME KIND OF COATING, LINING AND STRENGTH AS THE TO PROVIDE A COMPLETELY OPERABLE FACILITY. A SUITABLE SWAB, OR "PIG", THE SYSTEM TO STABILIZE AT THE TEST PRESSURE BEFORE CONDUCTING THE PIPE TO WHICH CONNECTED. THEY SHALL CONFORM TO ANSI SPECIFICATION WILL BE CONTINUOUSLY DRAWN THROUGH THE PIPE, AS EACH LENGTH IS LAID, LEAKAGE TEST. A-21.10 AND 1-21.11 OF LATEST REVISION. ALL CONNECTIONS SHALL BE TO COMPLETELY REMOVE ANY ROCKS OR DEBRIS FROM THE PIPE. AT THE CONCLU- pE%P _y BEFORE APPLYING THE SPECIFIED TEST PRESSURE, AIR SHALL BE MECHANICAL JOINT, UNLESS OTHERWISE INDICATED HEREIN OR ON THE SION OF WORK EACH DAY, PIPE ENDS SHALL BE SECURELY PLUGGED TO PREVENT DRAWINGS. ALL ANGLE POINTS SHALL HAVE APPROPRIATE BENDS DESIGNED THE ENTRANCE OF ROCKS, RODENTS, ETC. LL C MPLETELY FROM THE PIPE, VALVES, AND HYDRANTS. IF PERMANENT TO AWWA SPECIFICATIONS WITH SUFFICIENT TANGENT AT THE ENDS TO AIR VENTS ARE NOT LOCATED AT ALL HIGH POINTS, THE CONTRACTOR SHALL IN- Li ADAPTERS, JOINTALLOW FOR PROPER INSTALLATION L REDUCERS AND JOINTS SHALL BE COATED CTO GIVETION. IPE PROTECTIONS TRENCHES SHALL BE BACKFI AS SOON AS POSSIBLE AND TRENCH WIDTHS STALL CORPORATION COCKS AT SUCH POINTS 50 THAT THE AIR CAN BE EXPELLED Q ON O LA AS THE LINE IS FILLED WITH WATER. AFTER ALL THE AIR HAS BEEN EXPELLED, 0 TO THEM EQUAL TO THAT GIVEN THE PIPE. FIELD FABRICATED FITTINGS SHALL CONFORM TO CITY OF AUBURN STANDARD TRENCH DETAIL. SECTIONS OF THE CORPORATION COCKS SHALL BE CLOSED AND THE TEST PRESSURE APPLTED. O) WILL NOT BE PERMITTED. FLEXIBLE COUPLINGS SHALL BE OF THE STYLE PIPE BETWEEN VALVES SHALL BE TESTED IMMEDIATELY UPON COMPLETION OF AT THE CONCLUSION OF THE PRESSURE TEST, THE CORPORATION COCKS S��AL( BE W AS REQUIRED FOR SPECIFIC APPLCATION. ALL SHACKLES SHALL BE 3/4". EACH SECTION AND IMMEDIATELY BACKFILLED UPON APPROVAL OF TEST. BAC- REMOVED ONO UNION O OR LEFT IN PLACE AT THE DISCRETION OF THE 'OfOTER. 0 TERIOLOGICAL TEST SAMPLES WILL BE TAKEN BY THE CITY. CORPORATION Q Z 3, VALVES: RESILIENT WEDGE GATE VALVES SHALL BE USED ON ALL WATER STOPS SHALL BE INSERTED IN THE MAIN BY THE CONTRACTOR AT ALL LOCA- 2. G S • THE LEAKAGE TEST SHALL BE CONDUCTED CONCURRENTLY WITH THE HUES: 9" THROUGH 12" IN DIAMETER AND SHALL BE MANUFACTURED BY TIONS REQUIRED TO TAKE BACTERIOLOGICAL TEST SAMPLES, IF ORIGINAL TEST W a CLOW. AMERICAN DARLING, DRESSER M F. H AND MUELLER WITH SAMPLES PROVE U1f9A TISFACIORY, A CHARGE OF $25 .00 WILL BE MADE FOR PRO- PR U 5T. w Q 3 EPDXY COATED VALVE INTERIORS. THE VALVES SHALL CONFORM TO AWWA CESSING EACH ADDITIONAL SAMPLE, LEAKAGE DEFINED . LEAKAGE SHALL BE DEFINED AS THE QUANTITY OF WATER THAT W SPECIFICATIONS C-509 WITH A 200 PSI WORKING PRESSURE RATING. ui_r _c' _FFi6E'TPD INTO THE NEWLY LAID PIPE, OR ANY VALVED SECTION THEREOF, £ W THEY SHALL BE IRON BODIED, BRONZE MOUNTED, NON-RISING STEM, CONNECTIONS TO EXISTING PIPING, AS INDICATED ON THE DRAWINGS, SHALL TO MAINTAIN PRESSURE WITHIN 5 PSI OF THE SPECIFIED TEST PRESSURE AFTER (D N O COUNTERCLOCKWISE OPENING. SIX INCH VALVES ON FIRE HYDRANT LINE BE MADE BY THE CONTRACTOR AT TIMES AGREED UPON, IF APPROVED BY THE THE AIR IN THE PIPELINE HAS BEEN EXPELLED AND THE PIPE HAS BEEN FILLED - > SHALL BE MECHANICAL JOINT BY FLANGE. ALL OTHER VALVES SHALL BE CITY. THE CONTRACTOR SHALL VERIFY ALL EXISTING PIPING, DIMENSIONS.SIONS• WITH WATER. LEAKAGE SHALL NOT BE MEASURED BY A DROP IN PRESSURE IN A .--- Z W EITHER MECHANICAL JOINT BY FLANGE OR MECHANICAL JOINT SHACKLED AND ELEVATIONS TO ASSURE PROPER FIT. APPROXIMATE LOCATIONS OF EXIST- TEST SECTION OVER A PERIOD OF TIME. BYf�'�,'�, �DATE w Or 0 - O TO TEES OR CROSSES. VALVE STEMS SHALL BE PROVIDED WITH 0-RING ING PIPING ARE SHOWN ON THE DRAWINGS,- HOWEVER, OTHER PIPE LINES MAY Z m 0 W SEALS. EXIST THAT ARE NOT SHOWN. A E E C G NO PIPE INSTALLATION WILL BE ACCEPTED IF THE LEAKAGEC\j ALL PIPES FOR WATER STUBS, PIPES NOT CONNECTED ON BOTH ENDS, SHALL BE IS G A HAN HAT DETERMINED BY THE FOLLOWING FORMULA: 2•(.drq 2'./1.l4l;1E`.��]' kAs ��'EN 3. Q m 9. Y S; FIRE HYDRANTS SHALL HAVE TWO 2-1/2" HOSE PORTS ADEQUATELY PLUGGED OR CAPPED AND BLOCKED AS DIRECTED BY THE CITY. SD� NOTE : ,e ,l,,,_�NA NAL AND) W THREAD) AND ONE CHAINS, PUMPER PORT (NATIONAL m __, TO C0NFC. @, STANDARD THREAD) WITH CAPS AND NO CHAINS, 1-RING PENTAGONAL EXISTIN ATE, FACILITIES TO BE REUSED: THE E%ISTING WATER OPERATING NUT (COUNTERCLOCKWISE 9PENING), 0-RING TYPE STUFFING 5. WA T TF E, ES: WATER VALVES SHALL BE INSTALLED AT LOCATIONS AS SHOWN L 133Z00 FACYL B E�@G�L�MEN T-T6-BAREUSED HAVE NOT N TO FiE PLAN 5, AS DIRECTED BY THE CITY. j ,;e. BOX, AUTOMATIC BARREL DRAIN, AND 5-1/4" VALVE OPENING. HYDRANTS PREVIOUSLY BEEN ACCEPTED BY THE CITY. COMPLETE INSPECTION (AND f Z SHALL CONFORM TO THE LATEST REVISION OF AWWA STANDARD SPECIFICA- IN WHICH L IS THE ALLOWABLE LEAKAGE, IN GALLONS PER HOUR; S IS THE REPAIR IF NECESSARY), CLEANING, PRESSURE TESTING AND - C-502VUSTABLE. C SHALL BE INSTALLED OVER ALL VALVES AND BE TWO PIECE, AD- LENGTH OF PIPE TESTED, IN FEET; 0 IS THE NOMINAL DIAMETER OF THE PIPE, y TION NO. SHALL FOR FIRE HYDRANTS FOR ORDINARY WATER SERVILE. JUSTABLE, CAST IRON (WITH EXTENSION PIECES, IF NECESSARY), AS MANU- IN INCHES; AND P IS THE AVERAGE TEST PRESSURE DURING THE LEAKAGE TEST, STERILIZATION SHALL BE PERFORMED BY CONTRACTOR AS SPECIFIED EO ---- --- ---- HYDRANTS SHALL BE MUELLER "MODERN IMPROVED" MUELLER .CENTURION", FOR NEW PIPE, A-423, DRESSER M 6 H STYLE 929 (BRASS TO BRASS SEATS), OR INSIDE D BY THE OF 511, FOUNDRY COMPANY, OR EQUAL, WTTH A MINIMUM IN POUNDS PER SQUARE INCH GAUGE. Z as APPROVED EQUAL. INSIDE DIAMETER OF 5". THE WORD *WATER- SHALL BE CAST IN RELIEF IN THE TOP. TOP SHALL BE OF A nFRTGN AND THICKNESS THAT SHALL NOT ALLOW IT ALLOWABLE LEAKAGE AT VARIOUS PRESSURES IS SHOWN IN TABLE A. 5. G gRQ PHIS: GUARD POSTS SHALL BE 8" DIAMETER REINFORCED CONCRETE, TO BE FLIPPED OUT BY TRAFFIC. VALVE MARKERS SHALL BE PRECAST CON- � cr Z f z 6�FEET-(MIN) IN LENGTH, INSTALLED TO SAME HEIGHT AS HYDRANT PER CRETE 4 X 4 MINIMUM BY 42 LONG. POST SHALL BE PAINTED AND MARKED, WHEN HYDRANTS ARE IN THE TEST SECTION, THE TEST SHALL BE MADE AGAINST ��PsS 3 6 W O j STANDARD DETAIL IN APPENDI%. AS DIRECTED BY THE OWNER. THE CLOSED HYDRANT. ' - APPROVE D W S m 6. W SE V " WATER SERVICE SHALL BE INSTALLED IN ACCORDANCE OFF-ROAD VALVE BOXES SHALL HAVE AN 1"e" SONA TUBE PLACED AROUND THE BOX A[CEPTANCE OF INSTALLATION. ACCEPTANCE SHALL BE DETERMINED ON THE BASIS - # DEPT- OF au e� c H cus w G WITH H DETAILS SHOWN ON THE DRAWINGS. SERVICES SHALL BE 3/4" OR FILLED WITH CONCRETE TO A DEPTH OF 6 AT FINISHED GRADE. AF i[EtPRTFTCA-EA�.F'-TTZNY TEST OF PIPE LAID DISCLOSES LEAKAGE GREATER 1" TYPE K COPPER TUBING AND 1-1/2" OR 2" GALVANIZED STEEL PIPING, - THAN THAT SPECIFIED HEREIN, THE CONTRACTOR SHALL, AT HIS OWN EXPENSE, J AS CALLED FOR ON THE CITY OF AUBURN STD. DETAILS. - LOCATE AND MAKE REPAIRS AS NECESSARY UNTIL THE LEAKAGE IS WITHIN THE ! ENGiNEEW NG QEP�3TMENi SPECIFIED ALLOWANCE. , _ t~i V O - ALL VISIBLE LEAKS ARE TO BE REPAIRED REGARDLESS OF THE AMOUNT OF LEAKAGE. DATL_2 �A� � g 0 f APPROVE L110116-AA/ - O --.._.__... as a MD020 7 of /7 DE " 346 VARIES _ IA -�- IMF iL TPA TICK � PARN STREET Y/ "BENCH IS ON STREET 6 H : .; iLhNGE i:�A :',r, �� ,.rlc� 40' FOR 14 ' WIDE MOBILE HOME •.► >0D /!1 �5D' FOR 24 ' WIDE MOBILE HOME MVV p •PORCH. SIDE STRUCTURES IWWE THAT CB-1 IS TYPE 18 CB PIPE. REAR LEASE LINE 54 ' FOR 24 ' WIDE MOBILE HOME OF MILE LOTS HONE TRUCT'JRE TYPE STATUS 5RAIE I . E. OUi I . E. IN. . I .E. IN ..00ATION SIZE SLOPE LENGTH MATERIAL OR PROPERTY LINE �5' 12'OR 17'� JORnpFwTY I •OR LDTS M1,27, 34. 58, 64 CB-1 TO APWA 1C EXISPTNG e' MOBILE HOME 5PACE(57' MIN)jk7 CE Imw 70. 75. 79, 83 LB-7 I RAISE GRAT , - 37 L 98. --- - - - S GRADE AT SEVER RISER I RB-9 APWA 1-C RELO CA7E 114.22 HATCH EX PIPE SLOPE 5+DB . . 26' FOR 12' STREETG" STREET ♦.11 ' FOR 17' STREET _LASE�'1LLJ A A 1-C U N .2 6, B O.6x MIN "EX 8" I •G" STREET MAx � ' \ LINEREF. ELEV_>z •81 FOR LOTS GRATE 1-an 8'• PVC i� •, , I1 _ UTILITY PAC F - 026, 33. 0.02% 165 .4 �; �. 10'MIN. 6ETWEEN o0 57, 63, 78, C8_11 APWA 1-C RELOCATE MOBILE H MES � FJ mo �L2103. 97 ADO 2 NEW 6"BRI SERS 116 .33 11 _50. 111 .SC 111.50 7+75 • `6' FOR LOTS G STREET 1-8 O.O1X 163.54' 10' PVC TYPICAL LONGITUDINAL 10 ' S ' o ,'-I- F. gCALE� LOP OF CURB - 0,11 FOR 12' STREET 11' uuz- ►796 91. CB-12 APWA 1-C RELOCATE 9 GRADING SECTION THROUGH A - 0,26 PoR 17' STREET 4'NIN u u c 1E•! CB "C" 117 .73 113 .65 ____ 4.37 1 _ 15' HORI2" 8 MOBILE HOME SITE MIN. MOBILC � s BLOCK 1 OPENING "G" STR 1 " = 2' VERT. 1 W w-- CB-11 ___ ___ ___ ___ ___ ___ 112" 65 , 12" PVC ,d HOME WIDTH MAX EX-4- TEECB-29 APWA 1-C RELOCATE 50R 21635 I < (REF, m c111 .00 OPEN 4 TEE > VARIES AWNING w mADS /921 'CB "E• 112 . 50 AREA AREACB-12 --- ,-, --- "G• PL #5435 FRAME AND <i - 090)4•STR4' ELB ADS /990 --_ --- GRATE 4'MIN:- -� m< w-15APWA 1-C 9ElOCA1E15 113. 73 MATCH EX PIPE SLOPE 30TH ST. SE_ _E Y £l1D CAP A i432 CB-14 APW - OCATEI9 11373 11153 30TH ST. SE 8" 1X 20- B' 8 -0" (1829.090) I <=NFILTN IMP 9 CES CB-13 APWA 1-C EXISTING 114 .81 MATCH E% . 111 0; 30TH 4T. SE 1-12" 12° n, n n / PROPERTY zz w1 .OX 278 ' ; . vER W/ 21 X 27" LINE 'RAISE GRATE INLET Hr,_�. u nLOCATI sDR 21 < w CB-16 APWA 1-CR13 'IF' E 11433 110.48 110.73 30TH L G PL1- i5" 5 ' MIN .CB F" 0.268% 299.6' 15^ PVC •? SETBACK is u. v POLYPROPYLEW FILTER FABRIC C'OWLETELY CB-23 APWA 1-C RELOCATE 114 .73 109.93 109.93 6.31 A r: CB 2b COVERING GRAVEL.1 \ C8 "I" •G" PL . 1- 15" 15" PVC 8 27 (REF. I CURB FINISH 6RADE� 1 L DORM SIDES •/f 0.268X 100' yp,y 35 REF. OB0 CB-17 APWA 1-C RELOCATE ODCA TE 113 .86 i09.66 109.99 • •7.32 „ G PL i CB-22 APWA 1-C BUY NEW 115 .02 i12 .06 10.66 �.••EXCAVATE TO "G" PL 3 ;� PRIVATE STREET , NO PARKING IN SETBACK dYd ut� '-g„ 2 .OX 20' 8" PVC 24' OR 34' HIDE� � 7 .N-nN .''u. nL Ph�D1„ r. ` YPICAL MOBILE HOME LAYOUT w r a BE TITS z w CB- 11 APWA 1-C BUY N 115 .02 1 1 .6 • y0n 2] s ;H ] E �0 ' X 34" 00 r10 NDUIN z c 4G" PL 1-12" 0.50X 164 ' 12" PVC 114 . 1C '• SCALE: H- 3 0 �in Q OD c CB-19 APWA 1-C RELOCATE 114 .27 110.51 130.89 9.02 1 " = 15 ' U A5 LF RAV L •� - Rai CB H" --- •G" PL . 12 PVC _ 1 MASHED GRAVEL • s•• .. o < 1_12u „ - DESIGN WS -�- ., ti• U. oz� O.SOX 170.4' .. c CB-17 --- _ ___ ___ y0R 21635 ','!kB. AND GUTTER - O � m cn = 3 Op I- all 18" PVC + t U1 F_ N IN RV • ,- t O.SOX 30' S0R 35 8• SEEPA�,E DRAIN I .E. - 112.70 i ]3 . 6G ` Q W AREA + CB-25 APWA 1-C RELOCATE OPEN LAID FLAT BETWEEN 2 BASINS IN O. _ CB "G" 112.50 109.01 AREA RV AREA. INSTALL ELBOWS ON END Z > REQ•p • POINTING DOWN 50 FLOATING tD 3ETYEEAI CB 3 IN BY AREA ATmPERIPE- CB-20 APWA 1-C BUY NEW 114.27 111.24 D°•FL DEBRIS WILL NOT ENTER I LF. ! E . - 113 . 4^ ' NOTE I: PERFORATED PIPE FR^M CB-29 70 CO-25 IS i0 PERN77 w J J 24 L 25 t 1_B„ all _ STANDING WATER TO DRAIN OUT OF THE STORM DRaIN wCj BASINS IN SECTION ® 2.02 20' PVC NOTE: AT ONE U1Cq T10N IN EACH , - EX 15 TING LINES THAT ARE SOUTH OF C5-3 AND BELOW ITS INVERT z dv �Kr6 CB-19 APWA 1-C --- --- --- ___ yDR LORNER. PROv10F A LOW POINT GRADE 113. 40 ELEVATION OF 011.Bv(WR BOVE THAT ELEVATION } N m ILL FLOWINT CIT SYSTEM) . LAY TH15 PERFORATED w IlFILTRATION TREK CB-18 APWA 1-C RELOCATE 113. 86 110. 40 7.32 BATH FOR THE WATER TO FLOW '•�', +.:,` �:_ 1 n PIPE IN A 3' WIDE X 3' HIGH BED OF PEA GRAVEL CB "A" a uVEk THE TOP OF THE CURB AND • + • WITH FILTER FABRIC ON THE SIDES AND TOP OF THE G" PL 8" PVC TO THE WEST BV PROv101NG 4 GRAVEL. PIPE TO BE AT INVERT ELEVATION SOBS AT 1 - , 2 '' - CB-17 ___ -- 2 .0X 20' yDR 21 2' WIDE. 9° THICK CONCRETE CB-25 AND LAY 120' OF PIPE FROM CB-25 TO CB-29 AT CURB a - z � - - --- --- --- SPILLWAY WITH 1 ' HIGH 51JES ELEVATION 108.5. THEN LAY THE REMAINDER TO 40 CB-26A27 34•X40.OD BUY NEW CB-25 . PROVIDE ADOWN-TURNED ELBOW ON EACH END RCF 16) 113 . 40 113. 40 RV STORAGE 1 - .A OF THE PIPE TO PREVENT FLOATING MATERIAL FROM SEE DET . IDLY FOUNDRY CO . �552] ENTERING THE PIPE. FRAME AND GRATE; INSTALL AT a.. 1 2% , - - - - CB-3 A SLOPE W/ SHORT 510E 100 V } R _4-_E REMOVE EXISTING 8• CMP REPLACE WITH 10" 1-101, 0 26X i25• 10•Pv_ F GRATE HORizoNTAL. YS = PARKING AREA CB-6 - - - - INSTALL OVER 6" INLET AND REMOVE EXISTING 8 CMP REPLACE WITH 1G• 1-10• J. 32X 161 ' 10"PVC CAST GRATE IN 4" MIN. OF t3 NTS -�114 fP .T. ,.I CB-13 -- - -- - SOR 35 CONCMEFE . �. . 1a40 = RV STORAGE CB-24 -- - _ EMERGENCY FLOODWAY AT ELEV. 1 EXISTING CONTOURS aRBa - - - - 111 .0 - - (119 .00: DO NO r sT CT 6,REA STORM DRAINAGE . .. q� qI AT 5 /o T 1_8• OX / / jOiiOM OF BASIN 8 \VA F-- --- - CB-25 125' PE; NO TE \I4 .Ily CONTROL TROL ; " c 2' HOk12 . ' -.__... 2qo __ - __ _ ___ ___ _ _ " 108 .5 - 1 `1 0, , 4.77 + / _^ ^ 4 IN \- 1" a 0.5' VERT. FINISH CONTOURS 4 .3 4.93 151` 4..37_ - B-��I - - 4WD, rCBTF 5.20 / � r -i I i7 I 1 - I yI.� r� F I Q`CB I Fj I 4 .61 4.38 1 • - - - !% ' 5 36 37 B 39 {� 90 ' 1 91 1 42 43 ! 4 94 I IIO _ _ _ _ _ W IFi67 a 1 © I .Ily - 15 I - - - 4.�9 4.54 4aA - - - /,SR � I I i I _ I ' 114.40 �/r3{� 1 1 ❑S. I I �a I I I I I I I I , 1 � � � 1 CURB /K.a ET P2. - - '- - - - - - - - , 1 . M.BO _ _ _ 1 ` 16.1R I�Ci�� P �: .E. , - - liy. NNLET 20_ 0.854 114.20 47 4 - � 49 50 I I 51 52 I 53 I 54 I 55 INLETIB / CURB HP ' S=0.8�/e -� •^C B-21 _ CB-19 - CB-17 -- - -� ., --� I I I . I - - - I F.i 1� -' `I I \\k 1 L- ��h E ' - - fQNy 95 .�i 5.66 1 CB23� L ' ' . I t_ _ III L ' _7 L __� I I - i L " 4 1 ' ' - 7 L ---1 LL • 9 - _ - - 113 e . Yz .1 B✓ • 4. B5, - - -9. 9y BO { 0.8 O.SCS CB-16 I ` _ NOTE: IN ORDER 70 PROVIDE F - -� - = B6 J / 79 - - - 70 n7 �4 ¢� CB-13 CB r\ i. HE REQUIRED VOLUME OF _ �` q 7B -r- SURFACE WATER STORAGE - - a'n - -k-ST - - J O - _ _ _ COB ¢ I 1 ' / l �BFJS - I - - - - - .5.81i- - _ - � 1 I I i - I 1 I ' b ALL SURFACE ELEVATIONS 11 I /7 �, I , -� I ' - �1 BELOW ELEV_ 114-10 6.83 _ _ S.SV B I L, i I L._ I N � I. I I I . MUST BE NO HIGHER I 1 BB 3 r r - - - - 71 Xo 1 G - r - - 5_49 _ _ _ 1 i�4 _ THAN SHOVN. 7 -I j 2 - �rdT - - - r .0 I 69 �� 6B I 67 66 .`� 65 I 64 -1 I 1 O _ - I O I8, j w Z _ _ _ I_. . I 63 62 I 60 59 1 O �9.37 75 19.8 20 4 '93 37 4.6f I 1 ��T 5.69 � I_ 77 • _ E r I i o �4 4.39 0. .�i• I : ff f5.1Hi�.I` 1 IL ,4�67! 5 0 .i987 - - - - - _ I . . I - - - r - - -� r - In 04.175 t;, l4l E x a 81 1 WTI_ J� ��II q p • fl T-117 I �CBt S o 6.�3 76 m / 11_ 9L - : I / l _, � U� 1/I 1 1 N CA f 9.69 I 3 I_ 90 I- 1 I 1 9 2 � � BO I 0 I I : I I I _I � F -2 /3� '- - - - - ' -p Ro _ _ 73 _ ce 2�, I 92 �1 93 . D 942 1 1 95 I 96 97 98 99 00 Ol I - 02 1 1 . 0 OI ,I I - 1 II .,92 , cv,11 V) t0 1 6.E2 - - - - - -� PTO' I [�-�?� ❑ 1 �h �- - 11 , w o _29 - - _ - - - ! !1 A CB- `I i L�-t. - _"'// 1 ) H- N O 2� 120 00 - 91 - i69 '- - B2 �\ - r r - 79 _ w L li 14�C8-E I, �� 1--- i� .��- ��i�� - '�- �� Q O Do O _ - - - CBS_ LP 115.30 U 1 - - - 75 K• \�I LP 119.70 C8-7 Se0.5] -= _ . -yam- - _�___ /CB-I O w 5.0.5272-' .� _ II ^' (A Z 68-5 �� -yam.-R '_ - _� CB "5�n}_T�. C* 0.66X J-�/i3 I Q Q 32 //7 ' CB-II - C8-9� - C- _ 1- - - B-2 Z j 3 2e ' - G • o_Slzzz �_ - � - - - ;�, ti ,- � -I ; r - � �'� � w a / 0.514 b G CB-12 e1.129 II6 --_�-�__ ' � ' I�b ter-' 4M: WALL SCALE:. W // ' - \\� - \\g 7 6 Z N W Ill 5 _ . a .a of 5 9 3 2 1 DETAIL 1/2•=1 .0' - n 1s lv; 1(�j �I 10' 91 OU O�-r O� LD 1 20 19 1B 17 1 O1 •' 'n I18 I .59� .81 5.07 5 31; I w W --`e ECOLOGY x `L9:2�=�i 26 - I 25 29 23 I �2 21 O O O O I6 a o �v l lA s m O J !BLOCK SEA BLOCK 2'X2') Q27 9.31 �a �a �a 7 I ✓ . - T - 1 3 � N CD EXISTING GWD I - \I 9.29. �7. 89 7 .6 7.33 - 7$ 6�19 5.57 �4.92 ' - _ _ - --�-Y� _ _I�� 7- - c Q - _ �l•r t_ J �//9 ^B.6'2 �^B.3 _ �II� T W - t I �_ _ 1 _ _J I _ _ _ _.i _ � + Z II6 _ MALL j 2 SOIL LOG FROM SITE # 90 AS THIS. IS ONE OF THE FN. LOCATIONS a .!� •~`�+• ' 'n 3 ' BANK ON' SI TE.WITH .AN' UNDISTURBED SOIL,RROFILE. �NQTE : , 117 w i, END wpu FIN FINISH G TO THIS NUMBER .� F LEY .=118.00 TO . _ APPROX. FINISHED GRADE 0, FOR FINISH GRADE ELEV . ( TYP . ) . �IB , o 121.50 FINISH GRADE CONTOURS AT BACK 0' -0. 3' DARK BROWN SANDY LOAM TOPSOIL I `• 50' _ SITE024 TO 027 ' .• e _ 0 .3' - 1 . 1 ' BROWN SILTv LOAM; FIRM; LOW PERMEABILITY OF SITES ARE NOT STRICTLY 119 _ _ 1I7`B w z TOP=121.50 o PERC TEST RESULTS, 9 MIN/IN , _ , CORRECT. - - 1 .1 1 . 4 GRAY SAND; PERMEAB E - � �_ • RATES VARY WITH - 1'.9! -4 ,i SANDY LOAM* GRADES. SANDTER WITH .DEP.TH B1Io�NT �°�^ DATE ,;�$e P Q W 1 0] ao THIS DRAWING HAS BEE!'1 � _1 a SITE R21 tt R9 �� DEPTH - P I o4 2 TOP VARIES FROI a I1B.00 10 121. - 3 1/2 MIN /IN - - - I REVISED TO CONFORM TO SLST FIELD INF(?RMAT;Ort DA-L2- - Q L�rL W - e 260 LF EXISTING CON"CURS BY OTHEkS ! AVAILABLEAPP - � ?:l GRAY, CLEAN MEDIUM SAND: VERY PERMEABLE --- - a 88DID20 8 of /7 DE � 346 INFILTRATION I L PARK STREET WIDTH VARIES - - TRENCH IS ON STREET & R / 3TOkAG DRAINAUC JCHEL, JLL I(•�50' FOR 24, WIDE MOBILE HOME •PORCH' SIDE 57 UCTURES I TYPE CO PIPE. I I 150' FOR 24' WIDE MOBILE HOME 1 M O 9/•-1 OF MOBILE 01. REAR LEASE LINE - 154' FOR 28' WIDE MOBILE HOME I 1-I MOBILE I 27. LOTS >rl, TRUC77RE TYPE STATUS GRATE I . E. OUi I.E. IN. . I.E. IN COCA TION SIZE SLOPE LENGTH MATERIAL OR PROPERTY LINE 8' MOBILE HOME SPACE(57' JO N1. -- „LS' 12'OR, 17_-� z M 1 HOLE 1 27, 39, SB, 64 CB-1 TO APWA 1-C EXISTING - ; Mi/ 1 I -# 70. 75, 79, B3 CB-7 RAISE GRATE __ I 5' • I >L •rvo 37 A 98. 6.DB GRADE AT SEWER RISER - I. ' zI-uw •m I I 1 88-9 APWA 1-C RELOCATE 114.22 MATCH EX PIPE SLOPE I I ..26' FOR 12' STREET - 1-C BUY NEW Ilq.-22 INTERCEPT °GN'S EET O.6X MIN _ ..11' FOR 17' STREET LEASE �'O mm.. 2 W E °6u STREET .esz REF_ ELEV_ - LINE P I Q • •A' FOR LOTS I APWA _C GRATE 1-8• B" PVC lDz MAX- :T;:?y;.•� = 0.00 I _ UTILITY PAD - 026, 33, - 0.02X 165 .q ' ; �•' . I 10'MIN. !lIETWEEN b� 57, 63, 78, _11 APWA 1-C RELOCATE MOBILE H MES 2 .82, 86, 97. CB mall F �IJ 1 wo C 103. ADO 2 NEY 6N RISERS 116.33 111_50. 111 .50 111.50 u 7.75 n I ` I m to �'•' 6' FOR LOTS G STREET 1-8 10 PVC TYPICAL LONGITUDINAL I lo' s ' a '>"'" _ CB-12 APWA 1-C RELOCATE O.O1X 163,54 174A 91. 4� GRADING SECTION THROUGH A TOP OF CURB - 0,11 FOR 17' STREET 11' CB ENI 117.73 313.65 9,37 1 = 15' HORIZ- MOBILE HOME SITE - °.26 FOR lr STREET MIN. 4'MIN w 1 3 I a BLOCK 1 OPENING "GO SIR 1" = 2' vERT. MOBILE WW 1 1-12N 65' 12" PVC ,e HOME WIDTH TENT OF Q 4 4• TEE - I AWNING w in Iss<a� VARIES I (REF, m z � 8-29 APWA 1-C RELOCATE U. 111.00 OPEN 5DR 2IL35 - C ADS 0421 TB NEN 112 .50 AREA AREA 8,-12 --- '-' --- -- NG• PL N5g35 FRAME AND I <z o 1090)9 - a GRATE STREET 4• E1D ADS 9490 4'MIN. mi .w. �•� �,� CB-15 APWA 1-C RELOCATEIS 113.73 MATCH E% PIPE SLOPE 30TH ST. SE 8' -0" (18.29.090) t I Z z SIDE YARD GIP 0432 [8-14 APWA - OCATEI4 113.73 111.53 30TH ST. SE gu f TYP. 4 CES 1X 20' z s •• - INFILTRAT_CN `BENCH c5-13 APWA 1-C EXISTING 114.81 MA TCN EX. 111 01 30TH ST. SE 1-12n 12" 7OF COVER W/ 210 X 270 / PROPERTY o Q > _ LOCATIONS RAISE GRATE INLET 1.0% 278' HOLE LINE I I N 3b P S _ n - 2 • -16 APWA 1-C RELOCATE F' 119 .35 110. 48 110.73 30TH L G PL. SDR 21 :i .; 1 Uu G O I W W 1-]5° 0.268X 299.6' ISO PVC 5 ' MIN . -23 APWA 1-C RELOCATE 119.73 309.93 108.93 6.31 I'!• CB 26 SETBACK v iW ' POLYPROPYLENE FILTER FABRIC ERA•6 GRAY CB I.In NGN PL. .+" (REF, FINISH GRAOE� LOWERING GRAVEL. 1-15• 0.268X 100' i5" PVC & 27 1B•24.OB0 I CURB :,: A DOWN SIDES 5DR 35 '" t [8-17 APWA 1-C RELOCATE 113 .86 i09.66 109.99 n •7.32 G PL EXXXTATE n CO-22 APWA 1-C BUY NEW 115 .02 112.06 10.66 - •' - - .- , GRAVEL LAVER "Gn PL . I� 1-e" B" PVC 3 •. PRIVATE STREET NO PARKING IN SETBACK 2-OX 20' RENTON _I)N�RE"E PRODUCTS W . ` - 24' 9R 34. WIDE z �' -z A A 1- N 11 02 111 . 111 .66 SDH zl "- TYPICAL MOBILE HOME LAYOUT w r o AT LEAST u. > u u ACB-]6 y0" X 3q" OD Ir � SCALE: F- 3 Op ImVill = < G PL" 1-12 0-50X 164' 121, PVC ]14 .10 ...ILL. Ui Q1 2 �W CB-IS APWA 1-C RELOCATE 119.27 110.51 ilO.Bq 9.02 1 = 15 • i o � 1-12• 0.5oz 170.4' 12 PVE DESIGN WS-1' •. •, '., U . Q WASHED GRAVEL -,�, d - CB_17 ___ ___ -__ --- ___ SDR 21L35 CURB AND GUTTER O . 2 3 1- 18" + + Sm R£O'D • ~ 3EEPA DRAIN I .E. - 112.76 113. 60 Q W 7A RY AREA --_ 0.50X 30' 18" PVC B• s-' O. + CB-25 APWA 1-C RELOCATE �iE �• CB G. 112.50 109.01 AREA t BDR 35 RVIAREAA INSLLNELBOMSION END READ 3• I11 1N/ AIEA A• PERFOR- CB-20 APWA 1-C BUY NEW 114.27 111.24 9.02 - DEBRIS WILLEN SO NTER NOTE II BETWEEN 25 L ATED PIPE L = •:•' I PERFORATED PIPE FROM CB-24 TO CB-25 IS TO PERMIT I�il00 24 l2S A "GN PL I . E . ]13. 40 .•:,t,: 41 1-8" B'I : STANDING WATER TO DRAIN OUT OF THE STORM DRAIN W _J N J BASINS Ill TM ® 2.OZ 20' PVC NOTE: AT ONE L•iCAT10N 1N EACH I - T ARE SOUTH OF CB-3 AND BELOW ITS INVERT Z 8v PIWG -1 APWA 1-C --- --- --- --- _-- _-- -- s CORNER, PROV•1JE A LOW POINT r:•.1 < : GRADE 313. 4 ELEVATION O11 CITY ABOVE THAT ELEVATION N N m EXISTING J 0 WILL L INTO CI SYSTEM) . W 'ATH FOR fHE WATER TO FLAW LAY THIS PERFORATED m - T�n� [B-18 APWA 1-C RELOCATE 113.86 110.40 7.32 _ 3 WIDE X 3' HIGH BED OF PEA GRAVEL CS •A• uGn PL 1 e OVER THE TOP OF THE CURB AND - `• GRAVEL.ILTER FABRIC ON THE SIDES AND TOP OF THE O3BD - - 2.OX 20' 8" PVC O H YE AT INVERT ELEVATION 108.5 AT :•C - ___ SOR 21C • W E4" THICK CONCRE iE EB-2 ND LAY 120' OF PIPE FROM CB-25 TO CB-24 AT -' '"- PILLWAY W1 TH ] ' M1GH SIDES . LEVA7ION 108.3. THEN LAY THE REMAINDER TO - CO-26L27 34•x40.OD BUY NEW CB-25. PROVIDE A DOWN-TURNED ELBOW ON EACH END 113-40 113.40 RV STORAGE SEE DEi. 1 OLY FOUNDRY CO . 8552i A OF THE PIPE TO ENT FLOATING MATERIAL FROM - RCP n6) ENTERING THE PIPE.' 2` _ - _-_ -_ ___ _ _ _ FRAME ANO GRATE: 1NJiALL 4i � 0 A LOPE / SHORT SIDE 100 - CS-2c O_9 REMOVE EXISTING 8N CMP REPLACE WITH 10" 1 -10" YS : - R -- _ ___ _ _ _ 0:26% 125' 10•PVL OF GRATE HORIZONTAL: _ I14_ 2'l�f �2A - �_6 REMOVE EXISTING 8N CMP REPLACE WITH .10N 1-30• 0.32X 163 ' 10•PVC CASiALL GRATEE1N64"1NLET M1N� OF B'MTS - --- --- - CB-13 --- -- - SOR 35 CONCHETE. !• A" _. _ . -1/14 HP °° ••'s jK41f RV STORAGE e m-24 --- -- _ ___ __ _ F_MERG0; D FNOODWAS AT ELEV. EXISTING CONTOURS T 0. _ - - - - - - - - - 111 .0 �319.00; DO NO s cr AREA STORM DRAINAGE BOTTOM OF BASIN 8 AT O-5% _ _ _ _ -- - - 1-BN OX 125' PE; NOTE E - I I / ----- -- _-- -- - lOB.S _- - I 4.77 ]" a 0.5' VERi. / 4 4 `1 DI \- FINISH CONTOURS + + - 0: 1 - - rCBTF . 5.20 � I-1 CB I 9.61HISLI5 4.38 1 I _ i I _ 36 1 3 I 1 �©8 ' I 39 I ' P 90 I 91 I 42 B 113 1 . 94 I I I Ife - _ _ _ _ 1 w /g / I ' 34 1 i 1 35 I K - - - - - vat - - - - . /� L_ L,. I I I_� I 1 I I I : I I : I /P1.A ` �, I i ' ' 1 ' I ' - i \ ' -' I �� a I I I � I I I : 1 - I � I �•'I i ' ' ' I I " ' I I \\ I i ' I I I I ' ' I I 1 � 1 1 L � I _ 1 � R490 � "' I �' I I f , C31TB /K.O I_ -1 I ET� I' - - I 1 1 '- - - - l' ' - 1 - - -1 1 I I ' 1 I O I I I 1 I 1 I I I . I ' I I . ��f1 y � 1 4 � 49 50 I I 51 i l � 152 I ' I " Z W \T7 - I I`- i I 4' I I I_ _ _ 1 I I I I III' li. i _ _'� I B7 L,. �fF+R_BOf? --- l L L L { 1 NOTE- IN ORDER 70 PROVIDE - - - 7HE REQUIRED VOLIAE OF `'. . . _ : I B6 /. 7 I 78 _ / B- i r-�'.. I- - _ - ,I• SURFACE WATER STORAGE - - - - `5r - I - 1 - 5_Bk - - . . . ... . . . : I 1 1 -I ..I ALL SURFACE ELEVATIONS BELOW ELEV. 114.10 6.83 . I' I 1 1 1 . T I H MUST BE NO HIGHER I ; ' I 9B I •3 - - - r - - - ' - - 71 \� \1i 2 1 1 I I .I u i 1 • I 15:. 9 I THAN SHOWN- - - - _ r - �rdC5-99 _ r - 11I O O 1 I : 63 62 I 1 I 60 B I 59 1 w Z - - -J. .22 I 6.$9: _ ] (T� 69 I 6B I 67 66 : I_ 64 li .37 J 9.6� I- I �� 1S.' � . . . - . . . . . - - BS I 1 I //1 J I 77 . .-1-. . . . E 9.371 S 9.A I C1120 14.913 e q 4.39 I ''' / I I _ r- . . - . . J YY0 65 7-.-71 S / B9 .- . - J . . . . 116 ; 72 "I I I - - -) - - L I :gV� "L - J L }Ir. S. - - - . . . . . . - ; - _� - - . .4 . . z ¢ 1 - - _ . _ 'e� //I (1 6 i9 yj V 3 76 � - - � I � 7 1W CBt_ 2999111--- 80Icf) to _ ' - -- -� •. M - - 73 - 4' 1 693 / 99 : .I 96 I 97 I I I I • Z 9 I ' 86 99 00 Ol 102 I 0 6!' r _ - _. - 1� �' f 1 'fl-R+ 9- 1LAY-f"- f/ �- I I I II ' / J ''1 - F It - ®� LL. O�. i - - 9 _ _ _ �69 183 I .A. ., I B2 1 r I _ I_ _ _ q -`\ L C�EII I . - 1�T_ �-�. _ __ I . ..- ,... �115.30 ' -i-!/II a O. .29 1 75 I - '" _ -- �� - - - - - - - - - - �� ) �CB-7 _ , -. .� ' N 2 h 1 HP • 0,5125 Z Q ._ -- C9-12 W w ' ' 1 I ._ 1 _ A IIb I '��' I I • I1 I I I I 1a I I 1 I l�Ar�J �,:.. WALL SCALE•. / / I - - i 0 r - _ - , /r I _i � i I I I . I 1 . ' I . 1 119� �_ 4 ' � 3 +-till N_ i_J I ,( J I_ I �T��: I- Z - W DETAIL 1/2•-1.0' r - I r // i _I 15 ! �d Y( 1 9 �OI 61 O 2 I -J COLD Y .2r< -1 26 25 1 29 23 1 22• , 21 I ' 20 - 19 : I I 1B 17 16 1 I 1 I I o 0 1 1 I W" O J * I I 1 I I 1 1 I I I 1 1 I m ' n l I ^ I o .-I . '^ INN I Q 1 �59; 1 �.81 5.07 I 5T31; 11E z o W EXISTING AOO BLOCK JEA BLOLK 2-A 2') I 2 I 9.29.: I_ 1 _ 1_ _/7.89 1 - 1_ 1 7.6 I _- -33 _ ! 7'# 1 6.14I ` 5.53 4.321 /4.311 c l�.r t p I � 1 I -+-ram _ _ l'JL ✓ - 3 9 m ^e.s42 � tl - �+ O . 'Q •�. . . . u4 it _�. �� - - - - ',. ` z START bi Za • z •'tn 1� \ PALL SOIL LOG FROM /40 AS THIS. IS ONE OF THE FEW LOCATIONS 116SAW i a 3' BANK ON' SITE,WI iH.AN' UNAISTURBEq SOIL,RROF,ILE. END WALL NOTF - ADD 0.74 ' TO THIS NUMBER Ij7 7 L E121 50.00 TO ->:?►?[l; APPROX. FINISHED GRADE 0, - FOR FINISH GRADE ELEV . (TYP. ) . 18 - - ' FINISH GRADE CONTOURS AT BACK z•+�� ` •- - -- _- 0' -0.3' DARK BROWN SANDY LOAM TOPSOIL I •• 50� - L x SITEA24 TO 027 �:--': •'9":l _ -_- 0 .3' --1 .1' BROWN SILTY LOAM; FIRM; LOW PERMEABILITY OF SITES ARE NOT STRICTLY 119 1I7`Bb - - W jr TOP=1?1.30 `--• - • o PERC TEST RESULTS, g MIN/IN =_ _ 1 .1 ' GRAY SAND; PERMEABLE CORRECT. BY�2l! G,a,.., W � � 1r. r ' . HATES VARY WITH "•N -l..ql--N ,i SANDY LOAM; GRADE$, SANDIER WI TH .DEPTH DATE;+� P P R O V E D m SITE 021 TO 024 >.- ° DEPTH - -O PI. OF PUBLIC VJURKS W Q TOP YARD THIS DRAWING HAS eESfj � CIT" OF .AUauRN 115.00 TO 121. - - - �•�' ij�, .IGH. BLOCK SED TO (CONFORM 1® � _ I.- • � �_ ,� ENGINEERING OEPARTMENT t • OK 0 USE I-3' 3 I/2 NIN/IN - 6�E".'"U� 2^ u - UE : i FIcLD INFORMATdOW DATE. W z ® I AVAIi.A2LE APP O0' a 280 LF EXISTING CONTOURS BY OTHERS ,.i LEAN MEDIUM SAND VE13Y' PERMEABLE a . ,� GRAY, C 88DIO20 8 of i7 DE *` 346 EXISTING TOP = 115.77 RAISE TOP TO 116.20 r. STANDARD TYPE 16 CB W/ EXTENSION SECTIONS '. AS REQUIRED EXISTING ELEV. _ 113.45; PROVIDE _ SOLID CAP �q. SHORT NIPPLE: c : LUBRICATE BOTHe�- ENDS. EXISTING 811 PLUG (WEST) all B" PVC I.E. = 111.21 111.21 MIN. i••• {. 1 ®YY�(��!�•'^-�..-.DA TEZ.Aoesl SHORT NIPPLE; f ORIFICE; PROVIDE l SOLVENT WELD Y: NEW CAP WITH 3 5/16" BOTH ENDS : y _ ORIFICE 14. • �•YEAS Y } is.l.L) 4Y aY Y..' •i_:i W } 'R v S ' • + CB-1 DETAIL (SEE PLAN 6 PROFILE BELOW) INSTALL "NO PARKING" SIGNS AND - -` •- "FIRE LANE" SIGNS, REQUIRED PER MUTED, ON ALL 24' WIOE STREETS .�-3j NOTE : EXISTING CATCH BASIN N1 IS LIKE AN NOTE: INSTALL OR REMOVE MH AT EACH END. gb SECTIONS SO THAT ADJUSTING SCALE : PLAN - 1" = 20 ' __z�3�B6 ,pp �y._- THEPN CONTROL DISCHARGE STRUCTURE EXCEPT BRICK BETWEEN CONE 8 FRAME PROFILE - HOR12 . 1 " = 20 ' �- THE PIPE IS 8" PVG. CONTRACTOR T0: Q IS BETWEEN 8" R 20" . TYPICAL VERT . 1 " = 5 ' 4` " (> V E I BEVEL TOP OF EXISTING OVERFLOW PIPE AND ALL MH' S. ',. c we -s INSTALL A GASKETED CAP. ® REMOVE PLUG N IN THE BOTTOM OF THE EXISTING TEE AND INSTALL A NEW CAP WHICH HAS A ? 5/16" DIA . DRILLED ORIFICE WITH SHARP EDGES. ® SAW CUT AND REMOVE CLEAN OUT THE BASIN. EXISTING TYPE OE AS SHOWN ON DWG A35 -- AS SOON AS POSSIBLE SEE DWG 13 TO AVOID TRAFFIC FAKING- _ 0 FY. E 8 ,EX. 80 VIA 1 I i I . i n I MDYED RE 1 I I i I 1T 17' I I I i I I .1 I 30.01 : = I I I I 1 I I I I 1 I I 1 1 I 1 EX. CUkB 8 : SEE SHEET I i I I I I I : : 1 101 1 102 1103 1- - ,GUTTER I � 1 I I I i 100 I I I I I i w I I I I I I = I 1 I I I CB-2(EXISTI G) : I DO PLANTER i 98 1 i 99 1-z ° , = o T I I I ! I I i I I o f 93 _ ._I i 94 1 1 95 i i 96 I 1 97 I I I I I I6,: I I 1 I LT; TOP=11 97; I ZN 25 ' t II i I RAISE TOP 0 1 1,�-- - ! I I R ` I I I I i I I I I _ ' �.-L---___-. I I L--- I _ _ I I 115 .76 FG , t py 'EX. 51 CONC. I f I I I I I I 1 m m I I � I L EX . e" �'_?E :- - - - I i 1 1 0 SIDEWALK I 1 I I I i 1 I i I I I 1 , - }-- --- t I IUj a i----- ' I L---------- I L---------41-- - I '- ---------- I L-------- .. 4 _ t L L, A LI t/7 EX. GUTTER= }7 cm r }(?'�' 611 cp B 1 _ _ - I - 116. 87 z . .. . . . . . .. . .. . . ...... L_ 1 1 I 3.53.51 ;al C 1 1-I F_ C5-10 1 , CB-7 1 ' 1 - L- }� ICB 3� 1 ¢. 1 - 1 1 _ 2+00 u -1 . . � EX. MH-37 1 11 u u 1 1 B-6 ° 3+00 _ - _ �''"�' : 4 _ -t+ EX 8" CMPS= ° " 0+21 ,G STREET S.E. O +oo I _ EX.B'so. 11s<o /° 1►- � �I _ �Dc o -/° Ex:s sD 1 1 sax '1 uR6 G} 'Oa00 NEM 8" SEWER t8-8 EX. B AN. S WER 1 a '36 1 i r - y- Ia I N a 1, 125' �� - jam I /�', 1 EX . WALVE1 NOTEB4( TYP) � '� 1 _ - CB-1 - H-33 ALVE 450- - - -- - - -- - -- -- -- - - 0.05-Ar PCC L/ IUY�I I - - - - - - - ----- -- 3 -� '�'�- -�- - � ' FX. 8 SD 13300 I ;J9iE A CB-5 ) I I EX . 6u 3 - - _ r 4 185 ' EX . SD 5=0.02X CM o I - µ... . ...- : o u ' IDE SEWER o � I VDd'> Uj 11 I I-�- - - - I' 'M -1 - I I o - RELOCATE EX. , a 8" I 111 • RELOCATED ' OTE N2 „ „ EX B DIWM � I �� , j� 8� -6 "may --'' 81 '. FH 3523.25LT LINE TO B - I� 1 I _ CB-9 _ 2.D6X I WIIEELt _. .. ... _ .. . . . . ... . . . ._.. . . . .. .. . . .. ...� AMPS .. - -- ADD VALN BO 6" 22 1/2° 6" 2 1/2° 6" 2 1/2° ELL 1 : . ... USED I� CB 2 u 49 1 ST . ELL 1 6' 45L _1 ST. LL. I I I I --- - -� , I NEW 2"PVc 9"STO ' EX. GUTTER=116 .99 RELOCATED B" WIA RELOCATE FH - I _ 5 EL I ! ---�� 1 I I , LINE rt � T. E TO 5+53.75 2�. 5 LT 22 1/2°ELL 1 1 I --� I I I I 1 SIDE ----I NE 1" WM p x 30 Q I II PRIVATE STREET NAME ______. ____i I _ 1 _-___ i 1 I I I _____Nu CU TOP SIj Ir - 15 I 14 I WY +c/o 13 I 12 II 1 10 p WY +C/o 9 8 7 6 1 5 4 3TEL -- . . . . . . .o : . : ! . . i -. . . . . . . i . : : ' : : : : : i : : : : " . -35 : EEX STING 7 . ,3 69,�0 : : : : •-r . . . . . . . . : : ' : i : : : . . . ! . . . . . . . i . . - . . . . . . . . . - ! . . . . . . . . I : : : : . . . . . . . . . . . i . . . . . ? 6! :Rt.: . . ; . . . . . . no. . . . . . i . . . . . . . i . . . . . . . . ' i ' . . . . . m CB: 1�EXx8TTNG:)1:' 0 .70:.30: . : . . i5T1•N : 1a . . . . . . . . . . . . . . . . : . . . . . . . . . : . . . . . . . . : . . . . . . . . . . . . . ! . . . . . . . . ' ' . . . . . . . : I : . . . . . . : 1 . . � : ' 1'.5!'' R'T'• 'I.£'.' 9UT.=. . . . ! . . . . . : : ' : :O . ' :I I6.9 : . : . . . . : :Oti�f . :la 1 I , . 70P WL DE F . . . . , . . : : . : . . . . . . . : : . . : . " . : x: 'TOP=113 :52 : . . . . . "1'tO . . . . . ! . .TDP OF' L' FROM' VALVE. : . . . . . . . . . . . . . . . . . . . . i . . . . 111.211. ' . .R W: . : I : . : . . . ! . . . . . : : : : . . . . . . . . . . . . . m. . . . . . . . . ... . C , . R VED FROM ELEV: 9F: VALVE NUT) _ APPRQX. , ii0, 80: OR 3.9 O� COVER "*•i ` . . . . !a' In. . . . . . . . . . . . . . . . . . . . . . . . . : ' i1: •SDP= 15. .+ -i. . . : . . . . . ! . . L o AISE .TO .115 .Bs . . . . . ... . . . . 8 DVERFLbNa .7X : . ' ! . �: . . . . . . . . . . . . . ,. .:. . . ! . .1a : . . . . . . . ! . . , . . . . . , . . � : . . . ' ! . . . . . . . . . . . . . . . . . . . NUT: APPRbk:. : 111.44: bR ' . . . TO: . . . . . Z 1. . . . . . . ! . . . . . . . . . ! . . . . . . . . . ! . . . . . . . . . i . . . . . . . . . ! - ! m. . M. . . . RAISE: TOP: 11B.2D ( EE! bETAh . . j . . '4 . . . I . . . . . . . . . ! . . . . . . S_0.527X . . . . . . . . . . . . . . . . . . . : 5:-:Q.515.1 !°. . . . . . . . : ; 5=0:66d° :�:r!- . .�^ _: . . . . . . . . . . . :...:..'...: . . . . . . . . . . . . . . . . . . . . . . . . . . . . _ . . . e : . . . . . . . . : . . . . . . . . . . . . . . , i _ .. m.e.rtsw=, __J_. .... -- I ............. _-._Y_��.__7.T.7 -r-. .ram-rtw�_-�--. __ _ _ .... _.� _�a• -! . . . . . . . . . 1�`- 4___. _-r+--v�' �_ :•.• ..-,--e-. _ _ _�_��-_� :�-:-r i•_.... j I . . ii . . ....^^T- . - .' '.... .�-1'' . . . . . . . . . . . . 1. 4 . . . . . 1 . . . . . . . . ...'_... . . . . - . . . ! . . � . . . ! _ . . . � . . . . . . . . . . ! . . . . . . . . . . . .C'B=5 P�Xx$'[:INGT:: .dM14:00;: :13.!9 LT, . . . . . . . j : . . . . . . . � . . . ' r' . . . . . . !, . MH .36LEXISSINGI.. :4 .19..20 . . - . . . . . . ! . . 7 H .37:. 6.04,30 . . . . . . . . . . . . . . ! . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .Bu .EM . . . . . . . . . . . . . . _ .(.EXIS'.Y.TNG).:. . . . : . . . . . . . . . . . . . . . . . . . . : ! : . . . . . . . : ! . . . . . . . . . . . . . . . . . ) 1 : . ! . : I : . ! . . . . . . . 15:01. .RF . . , . . . . i. . . . . . . . . . . . . . . 'EX( . . . . . P liMH 34 �. EX: LOP-114:73i 'RAISE iT0114:80 FG: _ _ _ ! 1 1 . .y..q : .Ri . . . . . ! . . . . . . . . . : . . . . . . . . . . . . . ;. . . 2+30:2:1 '9.8 ii . . . . . . . . . . . . . . . . . . . . i . . . . . . . . . i . : . . . . . . ! . . . . . . . . . . . . . . . . . . . . . : . . . . . . .EX.. TQP. .119 ..19. .RAISE .T0 .-I19.70 . . . . . . „ . . . . . . . . . . . . . . . . . . . . . . . .8: : . . . . . . . . . . 106.81 , I .E. 106..59. . . . . . . . : . . . . . . . . . . . . .� . : . . . , . . . . . . . . . . . . t . . . ' : I : : . . . . . . . . . . . . . : .I:6 ...... 9 . . . . . . . . . . . : . . . . . . . . . : . . . . . . EX]$T[NG .B. CrrIP. . . . . . . . . ; . . . . . . . . . . . . . . . . . . . . ......._._: . . . . . . ! . . .26X : . . . . . . . . . � - . . . . . . . . : . . RAIS£ T;0 115 .1_. ' . . . . . . . . . i : : ! . ......... ......__.._._.................................._._._......_._.._._..__......_._._..._.._.__._..................._.... . . . . . . . . ! . . . . . . , . . ! : . .X . . . . ! . .,,. . . . . . . . . (^. ..:........................................................_......_.._EX....._IOPa_ ...... ...... ......_..-- ---. _..._.......__..._._._.._...._..._. _. . _ ._.._... ....... ............ ........_.._............_._.........._...... E ISTINQi 8 CMP . . S : O.H2i: : . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . t _..__.._.......... ....._.. - - - - -T...E.__1 6_.16.--_..._.._._.__......_._... -._...__ .._......_._._.. _...... . j . . . . . . . . . . : . . . . . . . . . . . . . . . . . I . . . . Q - - - - --- -- ......... _.... !-- _ - --- .._...__�...�- - _.._.........._:..!y:_:._._. _�.._....... . . . . . . . . . . . . . . . . . . . . . . . . . . . . - 119:66 � � � ; :'T'"" ! _ _ 10 I RAISE :T.O . i . : : . . . . . . ! . . . . . . . . . : . . . . . . . . . € . . . . . . . . : . . . . . . . . : ii . . . . . . . : : . . . . . . . . . . . . . . . : i . . . . . . . . . . . . . : , ; ... . . . . . . . . . . . . . . . . . . . . . . N. . . . . . . . . : . . . . . . . . . : .1. . u . . . . . . . . : . . . . . . CB=9{EXI�TING' :' 2a1 ! :,: ' . . . . . . . . . . . . . . . . . : 1 . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . : . . . . . . . . . : . . . . . . . . : . . . - . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . : . . . . . . . . . : . . .15.b ; . .50.:1 EX .B S&`WER : i : ). . 5:.30:; A6:-�. . R7: . . . : i : . . i . 1 . . : . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ] 0 �114..61� AISE. TO ' ! ' . i . . . . . . . . : I : . . . . . . . . ! . . . . . . . . : i : . . . . i . . . . . . . . : 38�.5: � EX�. � 8� � BEWER� : : : X;: T' Q P T0� 114..86 F.g . . . . . . . . . . . . . . . . :-: � : . . . . . . . . . . . . . . . . . . . : . . i 1 8-8(EXIS ING] : .6t08.50 . . . . . . : . . . . . . . . . ! . . . : : 5=0;32Z. . . . . . . i . . . . . . . . . . . . . 19fi.6, £X. 8°: SEWER. . . . . . . . . . is . . . i . . . . . . . . ! . . .CB.,7CEXISTING) s .4.19,10 . . :�. . . . . . . 8=Q:94i . . . . . . . . . . . : . . . . . . . . . . . . : . . . . . . . . . : . . . . . . . . : ' : . . . 1 : . . I . . . . . . ! . . . . . . . . . . . . . . . i . . : . . . . . . (SHOWN ATIO'" 1. 8! Li . . . . . . . . . . . . . C6-$(EXISTINGJc . . ! . .3=D..31k . . : . . . . . . . . . : . � ' : : . . . :b . _._.:............. ........ . _. _._.......-- -. _._:._!-.:...:.:..: , . . . :5 ' CT . . . . . . . . . . . . . . . . . . . . . ! . . . . . .GB_3('EXISTING !: 2r30:40 , .I. i . . . ! . . . . . . . .._.. -_ _.._....._ ... ............ . _ . .. .. ... .. . ..._ ...... .. ..6Ji[]W.1fL..AT....IQ.........._... . .. ... ..........:......... ..__._......... ). . . . . . . . . Lj F . : . . . . . . . T.£. . 111.53'. 1?l . .✓r.8 . ) . . . . . . . . . . . . . . .E, .OUT=1.1:1.5tl . . . . . . : . . . . . . . . . . . .� . {2 . . . . . . . 6: '' T• _ .b8 ! ! S-4.42i--- . TOPsii4.07 R ISE T0. . . . . . . : . . . . . . . . . . . . . . OF.F. .STLU. . . . . . . . . : ' . . : : : : : : : I : : : :I :E:� SS;53 . . . . . . . :I . .R T.>~:. 11 . . . . , . . . . t._...-. .. . . . I . . . . . . . . . : . . . . . . . . . . 7 ;- RA 11p.65 _114.7. . . : . . . . . : . . . . . . . . . . . . . . . . . . € . . . . . . 1 . . . . . . . . . 1 . . . -. . . . . . . .':'O•+3 .8 . . . . . : . . . . . . . . ! . . . . . . . . . . . . . . . . . . . : . . . . . . . . . X. .TOPq.)19 ,$$: .RAISE TO .1.15 .$ . . . . . . . ' . . . ! . . . . . . . . . . . . . . . . . .i0p._. . . 1 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ? : � .-. . . . . . . . . . . .N=1719.10 . . . . . .NEW10'! . .= .1 1.36 . . . . . : . . . . . . . . . : . . . . . . ! . . . . . . . . . ! . . . . . i . . . . . . . . . : . . . 'EX: T P=114:07;. IRAISE :FD :},16 :0 'HO 10:_ . . . . 1 . . . _ . . . . . . . . :-: I . . . . . . . . : . ; . . . . . . : ! : . : : : : : : : : . . .E-3298:70 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . : : : . . . . . . . . . : . : . . . . . . . . . . . (SI WN :AT . . . . . . i . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . i . . . . . . . . . . . . . . 1 ' . . . . . . . O : . . o . . . . . . o . . . . . . . . . . . . . . . . ' I` 1 r .'=ir O : . . . . _ . . . QFF :STA ) : . . . . . .E . .09:3:4 pp . . . . . . . : . . . . . . . O :O . . . . . . . . . . . . . . . . . . . . . . . . . . . . O pp . . . . . . . . . : i : . . . . . . . . . . ! . . . .. O . . . . . . . . . . . . . . . . . . . "C) ' . . . . . . . . . . . . . . . : :� : . . . . . . . . ' i ' pp + : + . . . . . . . . . . . . At . . . . . . . LOW ' :T:OP: : : :O : . . . . . . . cD : . . . . . " t . . . + . . . I ' . . . . . . . ' I + : . . L . . . . .t . . . . . . . __.........:._ ... . I T Ir} . . . . . . . . . . . . . . i ! . . . . . . ! . . . . . . . . . : . . . . . . . . . ! . . . - G) O CB=9 : RELOCATE :APPROX :3' EAST :TO BEI : : : : . ' CE61Di : LOC;4TiE 1N :EXISTING: STORM: DRAIN ! ' ' ' ' ! . . . . . PROJECT: . ! . . . . . . . . . . . . . . : : : . . . . . . 1 : : : : . . . . : ! . . . . . . . ' : . REMOVE: &ISTTNG:118n CMP::: : : : : P DRAWING apEl H. Y . I6.1': FROM :CANTER: : j : : : : : : : : : i : : : : : : : ! : : : : AT:A?IIRQX.:I:E.: Ulb5: : : : : : : : i : : : , . . . . . . . . . ! . . . . . . . . : 1 . DING No. RE . . . . G c� W'4'"p G 8/9/85N TO CITY HL81 ASSOCIATES ",� STA' 6 +089- GRATE'= Irit22 NEW TDP=114.P2 iSTA 6408 ! ! Nf�TES (3i THRU ® : :9EE ;DWB KJ . . ER S. E. f t< : : : . . . : . . . . . . . . . . . . . . . . . . ! . . . . . . . . . I . . . . . : : : : : . : . : . : . . . o A ASSOCIATES S N SEWER ANDWATER PL . . . . . . . . . : . . . . . . . . . : . . . . . AtE �IIiH 30 PN. . . . . . G ' ST GREEN 8 NOR P W DESIGN APPROVAL _.._.._..--- ---=----._.__.......__.......... - - -.._.._.._:..- ...._.._...._...._._.i.....................__.........:_......._............._...__...1._...__..__.._..---.._. ._.._.._.._._._..._.._...._._._._......_._..__.._...:__..,._.._..........__.._..!.._..... ._....._ I . . . . . . . ; . . . : . : : . : . . . . . . . . : GR N AUBURN REET S Y� 9 . -._.... ..._._. __._ _.- - - - -'------�-- HEACULENE•n.,.i..,A...,,,,,,,,- A MOBILE HOME PARK 200 112th AVE 206 PLAN Ea PROFILES BELLEVUE , WA 98005 ";'' ONLY . ' 12/12/B8 PER CITY hyy CC ? 1/19/B6 PER CITY - LCRYSTALENE II ...�:,..... IN AUBURN BELLEVUE WA 98004 641 -2886 •��.�t. h1 1/28/6TRUCTIDN 19 " (PRIVATE STREET 88D10,�0 9 of /7 D E " :346 SCALE : PLAN - 1 " = 20 ' By�jm Ca DATE PROFILE - 1 " - 20 ' HOR1Z . 11 1 " = 5 ' VERT . Tliia DRAWING IIASBEL+i Aex 2�3/66 IE`llTO CONFORM TO APPROVED BEST FIELD INFORMATION DEPT. OR IJ WORKS AVAILABLE CITY OF AUBURN ENGINEERING DEPARTMENT OAT E._Z "•L��9/v _v. �i - .APPROVED PERF. PIPE - SEE SCHEDULE ON DWG 08 FIRE FOR TYPE OF MATERIAL AND SIZE. 2 1/2" SERVICE LINE DE # 346 LINE I _ - LE 1 is i •5' CB-24 TOPe. 1.L2'.50 (SEE SCHEDULE ON DWG 08 FOR TYPE, ETC. ) 17' ' - - - - - - - - - - - + - - IE = U1.00' TEE 8 BLOCKING 6' LONG CONC. WHEELSTOPS w 5 .0' SETBACIL� I T 5 .0 z SIGNS: GUESTS ONLY N FENCEI I 2.18" LONG X 8" SPOOL 40' TYP 5' ' " " 1 I . 40..0' 2-8111GV -S-J/BSXES - - Z I- - - - - - - - - -I j - - - - - - -1 12' 12' MAX I.E.-114..L1 i2' 12� - - SEWER I x FENCE, u TV ANTENNA I 9 2 I J 1 0+55 .5 I FOR 3.5' COVE ' 18.26, 1 H 12' a AREA (12'X12' ) I I 29 1087.01 0 91 83 s.o' MIN. 82 o+ss .s 75 L: 3288.53 z 0+35 .5 I SETBACK ! _ 74 10' OW 1 1" = i a I 110+28 . 49; 23.25 LT RE- I /' PT-12+62,90 M I - I 8" MJ X 6" FL TEFL- LOCAT lyj 5 .0' MIN. SETBACK I I 5 .0' SETBACK i a FENCE _ LEASE LINE 12+49.3 _ : 6" FL X MJ GV FROM 0»35 .5 I 1 W Oi21.7 - ' I •m-I "' Q N �24' SHOWN UID I �O ❑ I PI 2 Wi-9 AT PI STA " - - - -C N 2-38 .04; BK-- _ 23 .29' 10' S .0'� F tl59E I IN I --_-- I STA 12420.27 11' - 10 I 7---- m2 I I ro I EX MH - 41¢9- AND MH IS 17.21 ' ! OFF ROAD CENTER- 8' 15' �Z a I c 6" TEE (RNV) LINE. SET CONE =89°38'2B" N 8 SETBACK r15- 8 SETBACKIf z 1 I _ m S. E. SO COVER IS 42.0 RT - .. __ ., .. _.. - _. . . . . . . . , - - - M - V u� IN BACK OF CURB L=65 ,71 PC = 11.96,30 - m • ` " ""' "' - - - -- - - yXI VADVE 1! F-at0 t 175 .37' 8 MH-39 4 :: �: 5 .0'� 6" INTO MH 3290.57 1229.29 CB-11 7»00 `P `u 3 T MH-39 G STIR E ET S.E. B x s TEE 1+71.0 / 3290.57 3293.47 _ 10" PVC SD 8 X 6 TEE I r 12+00 10+60.03 / \ ,^+ .5' 0+93 T ` 11+00 10+00 9+00 8+96.03 8 X 6 TEE 2+60.3 18+ DIAL B X 6 TEE 2+17.5 - - -- -- -- - - - - - -- f _ 90_ _ _ __ I '� I .E. = 110.01 11' �- SLOPE WATER LINE 8 X 6 TEE +09.5 111 11' NOTE: SIDE _ _ UP i0 VENT I .E.=109.58 0+03 28 ! 25 'R 0 8" PVC SD n 8 X 6 TEEIff n. - - SEWERS AR " J �` 0EASE EW 8" W RELOCATED 8" DIWM CB-12 - LAY WM UNDER SD 2+03.6 I .E .=108.38 i i LINES. B"BLOCKING MJ BEND ,W/ _ .. . . .. BLOCKING2' . . .. . . . . ... . . .. . . . . . . .. . . ... . . .. . ... . . .. - -LEAS J-INE?_ -/ ) T ---- -- --� ----------i --------- ----- i _� ---------- T I 10' s az ' ! i ESMT - 27' TO END D/W 27 I N 26 �� 25 24 i, 23 i 10 S 22 i 21 i 20 i 19 i i I I IS I 17 i 16 1 : : : : : : : : : : : . 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'I" . . . . - .,- -- ;�_ . 1 : B: 1: . . :75:-DO . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . i . . . . . . . . . T� : : : ... .. ........................:..).............. . . . . . i . . . . . . . . . . . . . . . . . . I {�: . . . .......................................................................:...................... : : : i : . . . . . . . . . . -! : _. ..._.... .. ......._...................................................:......_...............................:_...... .. _.___.._....._.._..__....__.._.._:.. ___.._.. _ _ _ _ : tom•:- . . . . . . . . . . . . . . ' : . . . . . . ......... ...._................_..__.L. .Val: ._.. ...+4 Tom. . CS �15 .__,__ .o.::.' . _ _ __i.-._ ... . 'APWA TYPE I: _ _ . : . . . . . . . . . : -�.:.. . . . . : . . . . . . . . . : . . . . . . . . . : . . . . . . . . . . . . . . . m" . . . . . . . . . . . . . . . . . . 8-' 111 5 . . . . : . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 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(NEW) . . . . . . . ! . . . . . . . . . . . : . . . . . �R.2 . . . . . . . . . ; : . . . . . . . : ! : . . . . . . . . . . . . . . . . . . . . . . . . . . : . . . _ . . . . . . . . . . . . . . : . . . . . . . . . . . {I I . I..E.-19.8..9�. . . . . . . . . i . . . . . . . : . . . . . . . . X : . . . . . . . N:1599;. 1 . . . . : : . . . . . . . . . . . . . . . . . . . . . . . . . . . . . : . . . . . . . . . : . . . . . . . . . . . . . . . . . . . . . . _ __._.........__._..___...._.:....,... ... _ ! 165 .!� 30 PyC .SD .F. . . . I . . . . . . . . . . . . . . . . . I . . :E=3`j1S- 0 . . . : ' : ' : R: I . . - . : . . . . . . . . . � . . . . . . . . . ; . .36T,2-. .-$. . SAN: .'SEi1ER_..5.0....�40t.:...�.N�.)_.._ _.! .:_.�_:__ -- . . . . . . . . . : . . . . . . . . . ! . NO ES: . . EXPb5E. EXISTING. 6!'. OR: 8!'. SIDE: 5 WER. W , ; . . . . . . . . . . . . . . . . . . . ......'..... . . . . . . . ! . . . . . . . . . . . . . . : . . . . . . . . . . . . . . . . . : . . . . . . . . . : . . . . . . . . . : . . . . MAIN SEWER. : . . . . . . . . . . . . . . . . : . . . . . . . . . : . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . : I :4. . . . . . . . . . . . . . .. . . . . . . . . . . . (gL60SEE : . . . . . . . . . . _. . . . .9+73..63 . . . . . . : . . . . . . . . .�. . . . . . . i . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ! . . . . . . . . . : . . . . . . . . " 2 n li 38 CB r12: .9 .37..b'3; :16..1. . LT' :ICC :TYPE. iIC ; .". . . . . . . . 1 . . . . . . . . . . . . . . . . .. . . . . . CUi. 6. . SEWE . 6. REMOVE; FROM. 8. . X; 6. . TEE.•. . : . . . . . . . . . : . . . . . . . . . . . . . . ; . . _. . :. _ " : . _ . . 1 . . . . : . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .DWG .9). . . . . 1' p� . . . . ON : TOP_l1V.73. 2 - 4: PERF.� PI � _ . . . . . . . . : : �INSTALL .B . TEE: QJ W PLUG:ON L0� : . ; ; . . . . . . . . . . . . . . . . . . . . . PLACE 6 GASKETED PLUG I iEE. . ! . . . . . . . .`r' . . . . . . . . . : . . . . . . . . : . . . . . . . _ PE I.EB, OUT_113t3213.6 y . WER :OPENING6. B . .R75ERIT ._. 11 . . . . . . . . . . . . . . ! . . . . . . . . . : . . . . . . . . . ': . . . . . . . . . : . . . . . . . . . . . . . . . . . . . IN . . . . . . . . . . . . . ; . . . . . . . . . . . . . . . . . . : . . . . . . . . . N=1388 0 E=334 9 . . . . . . . . . . . . . . . . . . . . . . . . . . N. IBP .OPENi1NG. IN .TEE PURPOS . . . . . . . . . . . . . . . . . . . ; . . . . . . . . ! . . . . . . . . . : . . . . . . . . . ! . . . . . . . . . ! . . . . n �, 2 . : I : . . . . . . .5 I E. BACKS.WAiER NTOINFILT ATION PIP . : : ! : :': : . . . . . . . . . . . . . . . . : :Z- CUT EX.. : WI: HYDRANT. LEADS. WHERE REflUIRED: & REMOVE: PIPE: & Hill . ! . . . ,6 IjE.,WESF=109:06 . . ........_............................I....._..........._...................:....................._......._.._...;._.._....................... ..:_ . DRA T BEYOND . . . . . . . . .!... ... .... ...._:. . ..... ..... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .... . . .. _....._._... . - I 9Fkit NEW. ... .... .. .... ... __.. .: ... .".... ...._._.._. _.._.._..----- ....................8!l.L.;.E..=1.0fl.:.06..i.:..._...._....._.._........:.. . . . . . . . . . . . . . . . . . . . . . . . . . . . ! . . . . . . . . . ' . . . ' . . : ! : : . . . . . . :4! qR R 4�CATE .£X?4TINq TEE. . ,TIF':4 .8 . PS'PE, . . . . : . . . . . : : . . . . L. NEV: !': WM . . . TOP '118. 40 . . . i . . . . . i . . . . . : 105 VVpp'11 N AY: . g: RL9CA.iL. HYDRANT. 70 POSITION SHOWN ON PLA1J.: : : PROJECT: ' OWNER: DRAWING TITLE: ENGINEER: MH-39 :: : 12i3B:09! : ' : : . : . . . . . . . . . . . . . . . . _. . . . VALVE BOX' NbT F9UND, EXCAVATE AND' INSTALL' NEW VALVE! BOX � . : i : ' � ' ' ! ' � - - REVISIONS: DWG NO. 8"I .E. - DUTe119.12 . .�� EXISTING: 3/. 9: OR: III COJ STOP 8; TYPE K WATER SERVICE. ! ' : : I : : . . " ' " . i . . . .. .. AUBURN11 11 BuT .E'. ' ZI.1=11D:.22 . . : : : . . . EXCAVATE' I {ZEMOVE: CDR pp' STOP:.; PLUG bPENQNG! WITH. FORD; BRASS: C04, SITUP: PLU.;(i. : . : . . : : : I : : . : . . : : : ! : : : : . . . ' E - ' TOP=118.$ : : : . . I WITH. THRE i AS. REOUIREO TO. MWTCH� OPENING.. G f 4 86 PER CITY GREEN 32 12 85 PER CITY AUBURN T S YUHL & A SSOCIATE S / / ' .............:..:...:.. ..:.._L.NO.I.E.k.:...:...5.E.I.:._I.OP...:...O.F;...CO.NE:._OR...SL'AB:._NA:...HI.Gl1ER:...:................................................. 10 :. ..R .TURN ALL:_C9RP S T9PSi 'IN U990' CONffIT_ I9N ' 1 . . . ASSOCIATES E:... _.... ....._.._.......:..... ... L ..._QwI1E8..........(AP_E2R:X ....22...LO.CA.T..I.OI1 _..II!_VLATER=. ..:...::._...:..__:....._- - 1/28/6 FOR j THAN ELEV�. i18 .70; IN ORDER TO+ CLEAR CUURB $ PAVING) - LINES. TO. I�EMATN. :IN. isLACE.;. APP -0 . 16 PLACES ON+ LINES TO BE R�EMDVEU) . P W CONSTRUCTION : : : : : j : : : : : : : : : ip : : : : : : : € : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : . . . . . :REMOVE: III M YOKES El BOXES. HERE :DI:RECTED: : : : : : : : : : : : : : : : : : : : : : : : : I : : : : : : : : : ! : : : : : : : : : 12828 9 Q'" � . . .. . . . . . o GREEN 200 112th AVE N E $ BELLEVUOE, WA � � . .O!OJ 'T). . . . . . ! . . . . . . . . C) . . . .0 ' :6 . . . . . . . . . A MOBILE HOME PARK o In : : : . . . . ; ; 206 98005 s. � . � 4 m D; : o : i . S BELLEVUE,WA9 PLAN a PROFILES i 6 i . . .N �. . : : : : . . .- _ + ; . IN AUBURN - s,,,JryA1 .: 19 s . . , 641 2886 DE "J4 88D1020 /0 of / 7 REMOVE 30 LF MIN. EXISTING CURB AND SCALE : PLAN - 1 " = 20 ' REPLACE WITH 24 LF a '.zl�as PROFILE - 1 " = 20 ' HORIZ . TYPE 'D' LOW CURB = S ' VERT . PER DETAIL ON DWG N15 cT CONSTRUCT COMMERCIAL/ IJj a�3�g� INDUSTRIAL CONCRETE DRIVEWAY TO BACK LINE - OF EXISTING WALK. .. I III . —. . — — _I ¢ ' EF - . . .#. N.E 3rN n 4. .6 XIO' PAVED TURN- AROUND AREA . POST .'NO PARKING' 53 j 54 56 157 30 - ROW SIGN.Y 1 4748 1 50 1 1 51 1 1 52 1 I i j 1 10 to 0 10 I" Ip I IN INSTALL I I IpN 24' X 10'0w I I I I EMERGENCY L-- - -- '------ — ————— AVE M VMT S E C.. 'NO ' SHOWN ON z 29958 F 15 . PVC SD 5=0.268X B-16 POST 2DWG 5 PL PARKING mEXCEPTNO2 PVC S=1.00x SIGNS ON 27.8' S 0-30 I . CURSo 0.5X T O.SX 4+OQ 2+00 1+0 5+00 N 3+32.80 LP PAINT CURB Ino NEW8u SEW MH- 3 111 . D1 113..73 bO PARK GASI(ETED STORM DRAIN: SIZE' VARIES ------- 15 .6 ' CB-14 SIG / N SEE PLAN (PVC) PIPE BONG PER EX TOP 114 .38APWA61 2.03. . . I E E DWG #17 FOR DETA CB-15 -13 SEE DWG R17 wCB SEE DWG 13 1 OR DETAIL 24' GATE FOR MNCY SEE DWG 13 z 'I ACESSONLY. . .... ....._ 64- " " 63 I I I66 65 I 59 1 1 58FINISH GRAD I RP=37 .0' LT = i I 10' X 20' PAVED TURN- -AROUND , W Y u . :.. ....._:.:.:......I:....:......... ..... .................................:...........^((I...-�fRo'!: "�.o.�e«.Fc•:: : .:.:.....:.'_. .wro, i.. °°aa.0:u..E...�"pg8,.1e1e u e`ddi�q .m.. .. . :. ..rxFW4n.•.:... .: .:. .:.:�0.. I.ap... .:. ... ... :I:1 .. . . .r.. .. ... ... .. ::1: :. ... .... .... .... .... .... .... .. . . . . .. . 5 .0... ...5... .. .0. :; . .. .. . . . . . : . . . .. .. .. . : . . . . : _ 1. . R. . . . . .. . . . . . . . . . :,. :. :. : : N : . . . . . . .. .. . . . . . .. .. . ii . . .p.. . .. .... .... :. .".. r... ...:. :: ::: ..... .... ....... .. . . POST _S...... .T.......... ................ _.S.......... ...I .......'...G......1.... Nv5 I . E. =111 O1 1 j03 NOPARKING' 4 z 5TA 3+76 . 70 EX. B" SD . . . . . . . . . . . . . . . . I 1 4. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . w . . . . . . . . . . . . . . . . . . . . .m. - - . Z . . .. . ........ .......... ......... _... _ _ .. ... . .. ....... ......_.. . .. .. . .. .. ....... . ' . : : : . . . . . . . . . . . . . . . . .0..... . . . . . . . . CB 16 3+32 80. . . . . : . . . . . . . . . : . . . . . . . : . . . . . . . . :SDB 85 . SDI 39 . . . . . . . . . . . . . . . . . . . > . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . i . . . . . . . . . . . . . . .299.5B. F. 15. . PVC S . : NEW TYPE CATCH' BASIN . . . . . . . . . . . . . . . . . . I2 .I .E i . . . . �Y . . . : : :a . . . . . . . . : . . . . . . . . . . FOP l4435 : . . . : : : : : . . . . . . . . : : . . . . . . 110 i5R.'.DUS..� _........ .. .. 1.110.93 : _ . . . .. ._. . . .... _.. .._. .. ....._........... .._ ........... : .. . ........ .._. .. ........_.._.. .. ......... ._ .... _ . . . . . . . . . . . . . . . . . . . ._ 2872 . NW` . . . . . . . . . . . . q3 3S . . . . . . . . . . . . . . . . . ' n . . . . . . T : . . . . . . MIN . . . . . . . . . : . . . . . . . . . . . . . . SiTNEJMl ZsERX : . . . . . ! NTS : . . . . . . . . . .LE . : . . . : . . . . . . . . . _ �__.....__ . - . _. . ......_... ...... ........_......... ........._ -'-'-.'_...__ _. - -:.... .._ .._.... . . ....... _. _. _ _._.. . SE7...S ,: .:SN. i.l! TkAN EXISFIN6 INV : -:k:a: 3 NEW P 'EL' . . . . . : ;. : : : . . . . . . . . . . . . . . . . . . . . . . . . . . . . 0.0 :0 . : : t p T P . O — ...... "" + n - - - - " V DATES 3 e : : . � O G�.I: .SECTION � — "' "'- PROJECT OWNER DRAWING TITLE. ENGINEER EVI510 N S D G NO. . : B/AND STAI 985 : TO CITY EN AUBURN G PLACE S. E.: /q - l : o' ASSOCIATES 12828 NORTHP SEWER AND WATER DESIGN APPROVAL . . . . . . . . . _ . . . . . . . . . . . . . . GREEN00 112thAVE N. E.NESTREET UTILITIES ONLY .1212�85 PER CITY_............. ... . ..... . . # 206 , W QS" NERcuLEN A MOBILE HOME PARK BELLEVUWA90L & 641- 2 / / E i � r 43 (PRIVATE STREET) /28/86PER CITY 19 .... .. 6 CONSTRUCTIONDE *34 6D E U BY THIS DRAWING HNc G'MN A P P R O V E D REVISED TO CM1!"40R%I TO DEP7. OF. PUBLIC WORKS BEST Fic-1 D =' 's ' ''' +:fir!"fiON CITY OF AUBURN ENGINEERING DEPARTMENT AVAII-1:'J`.i:. DATE.? APPROY 68D1020 /l Df 191 ; BY ' DATE - - a Fs l,/3/e APPROVED TH13 DRAVk"ING HAS BEEN DEPT. OF. PUBLIC WORKS REVISED TO CONFORM TO ENGI EIERIONG AUSURN DEPARTMENf all MJ X 6" FL TEE W/ BLOCKING BEST FIELD INFORMATION DATE.- — -- 6" FL X MJ GV 8° PLUG W/BLOCKING AVAILABLE APPRUVEO 6" SPOOL FH SCALE : PLAN - 1 " = 20' PROFILE - 1" = 20' HORIZ . 1 " = 5' VERT . DE 346 - INSTALL FENCE AT LEAST �� r• 3' BEHIND FH AND METER MH-C I 34 I I 35 I 36 I 1 37 1 38 I I 39 I I 1 I I a'¢ of I I I 44 I 145 I I � 46 I z I I I I 40 I 41 1 1 42 wok o f I 43 I I I I I I I I I I I I I I I - I 1WA TER LINE tz' W — j W I I I I I I II II I I I I I I I I I I I I LLw I I I on L I L I L ! I I I ____ _ I I I I ______ I I I c z ml I L I t 20 Bz 22 :_ n CB - 20 8" . - • -.• — - 20 8 MH-41. 2 1/2 , ,� CB - 18 I I ' S= 2.bbX 170 12 PVC SD SrO.50X L—-- I 'G' PL SE S 10+25 .45 10+00 PW gg�Xpl g 8+61. 5 20' B"PV SDR 2+00 11*00 - B00 ` 7+0010CB-2 164.00' 12" PVC SO 5=0.50X CB-19 _ a CB-17 n a I N 1----L---- 31 3 -pi 'F 3100 0 0 > O _ . MH-42 w3 t o- 9 o OO ' °• 0 1Bu S.E.=309.36 .to+ CB-23 m0 •~-el! N w o - •mi_ 15 : I 1-3 r I .i N !� -+ - m — —_— z --_ I z 87 — I 10' z - Jl 1 1p, z 0 I 5 'MIN I NEW .° p 0 . I I _�— '- o I 5'MIN. 79 I 0 70 I FH o u 99 .96 15 PVC SD 5=0 .26BX — — —S o� 14' I I C p I I i- 78 a~i i- 1 I 5.5' 3 m m z z _I I 86 5'MIN. Z i I I I 5' MIN . z I 2" ROMAC 01015 SERVICE SADDLEI o I w o Z I I I z I I m coi 20.99' 2" BRASS CORP . STOP FORD 8F500 - u I mu 20.99' I m u 9.67' I W/ 2" I .P .S. THREADS m P�F. GCB-25 : 7+32.04; 41.1 LT .• ---- -1 i ______1� I ' I I I I I , FH 7470.45; 19 RT PIPE TOPa112.50 TT I T 1 17 .91' 'I _ 117 .91 2 1/2u I .E. =109.01 69 I ! 68 I y p : . . . ! . . . . . . . . : : . . . . . . .0 . . . . . R 0: : . : i : . . . . . .O �^ I . . .0 . . . . . . . . . . . . . . . . � . . . . . . . . . . . . . . . . . ; . . . . . . . . . i . . . . . . . ; . . . . . . . . . : . . . . . . . . � . . : : . . . . . . . . : ! : . . . . . . . i . . . . : . . . . . . . . . . . . . . . . . . . : I : . . . . . . . : ! . . . k : . : :N . . . . . . . . : : : : : : : : : : :70P�119;73 : : : . . . . . . . . . . : : : Y '� . . . . ! . . . . . . . . . � . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ! . . . . . . . . . . . . . . . . . . .O . . . . . . . . . . . . . . . : 'CO . .i` . . I . .p N . . . . . . . . . . . . . . . . . . . . . . . . . . u . . . . . . . . . . . . . . . . . . �. . . . . . . . . . . . . . + , . . . . . . . . . . . . . . I . . . . . . . :0 . . . . . . . . . . . . . . . :�i . . i ! ' . . . . . . . . . . . . . . . . . . . i : . . . . . . . �: . . . . . . . . . 15 :E . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .p. - : §'_ :.65 X: : . . . . . . . . . . . — . . . . . . . . . . . . . . . . . . . . . . . . . i : i . __ _ . . . . . . . . . : - . . . . . . . . . . . . . - . . . . . . . . . . . . 85$X . . . . . . . . . . . . . . S ` . . . . . . _,.. . . . LTA II 5 5: 0:79� . i _ _.._I...... —_ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . u� . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . : . 35 . . . . . . . . . . . . . . . . . . . . . : � . . . . . . . . SDR. . . . . . . SDR. 95. . I . . . . i . . . . . �. . . . i . i . . . . : i . . TOP 115.23. . . . � : izp . SDis=b.50X. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ! . . . . . . . . . . : ! : . . . . . . . : ! : . . . . :i5'� SO: SOB :35 . . . . . . . i . . . . . . . . . . . . . . . . . . . . . . . . . . . i . . . . . . . . . . . . . . . ; I . . . . . . . . . . . . . . . . . . . . . . . . i ' . . . . . . . :35 . . . . . . . . . . . . . . . . . S� : 5 �� .b.5i: SGR . . . . . . � �in . :L2 0 •-rf1� . . . . . . . �n . . . . . . . i . . . CcB;i�: . .9+oa.:45 . . . . . . �. : a . a" sEWER !s= flo . . . . . . . . . . . . . . . . . . . . . . . . . . . : . . . . . . . . . C8-.2.1.;. . .10»65.45. . . . , . . . . . . . : . . . . . . . . . ; . . . . . - . . : . . . . . . . . . ; . . . . . ' . . . . . . . . . . . . . . . . . . . . . . . . . . . .:N._..,......_..........---' ._ : . . . . . . . . . : . . . . . . . . . . . . . . . . . . . : . . . . . . . . . . . . a :n u: - - - ...........................11:..1........L 1....._.._........._._........... ...........:............._.......,..._..........,. . .. .........._;_........................__.....:.....__ . _.L...._. .._...............N. ......................._......_........:........._.................._.._....i._._._._._.._.._.._.._..... N f0 : . . . . : . . . . . . . . . . . . _.._.._.._..... .............. .: i . . . . . . . . Tod=li§ a7 0 . . : . . . . . . . . . . . . ! . . . . . . . . . : . . . . . . . . . . . . . . . . . . . ! . . . . . . . . . : . . . . . . . .TOP=115 .0.2. . , . . . . m "', ; . . . . . . . . . : • I ' . . . . . . . . . . . . . . . . . . . : I : : ,. . . . . . .�. jr, . . . . . . . . . . . . . :t . . . . . . . . . . . . . . . . . . . . . ; . . . . . . . . . . . . . . . . . ! . . . . ! . . . . . . . . . i . . . . . . . . . . . . . . . �, . . : . . . . . . . : ' : . . . . . . . : i : . . . . . . . . ! : . . . . . . . . . �. . . . . m iy . . .m . . . . ... . 8-17� :7+132.04; 11: LT. . .GB -18,7.32.b4•. : : . . : . . . . . . . . . : . . . . . . . . . : . . . . . . . . . . . . . . . . 12; I..E.NDRT}I . . . . . . . . . . . . . . . . . : . . . . .,.q .•y ! , . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . : I : . . . . . . . : 3M-F-91':' -STA 8+32.!04. _ . I .r. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ! . . . . . . . . . . . . . . . . . : . . . . . . . . . . . . . . . . . . . : . . . . . . . . . : N S S=11D.51 :+ . . ; . . . . . . . . . . . . . . : ' TOP_ . 3.86' .11.•1 RT: 'KC TYPE. . . . . . . . . . . . . . . . : . . . . . . . . . : . . . . . . . . . ! . . . . . . . . . . . . . . . . . :111.33. . . . . . . . .a : .-' : ; . . . . . . . . a ; . . . . . . . . : ! : . . . . !-. . . . . . . . . . . . . . . . . . . . . . . . . . . . . ! : o�aP RT. : . . KC TYPE I LB . . . . . . . . . . . . . . . . . . : ! . . . . . . . . : I : . . . . . . . . . . . . : . . . . . ! ' . : . . . . . . . . . : . . . . .Q. . . ; . . . . . . . . . ; . . . . . . . . . ; 8" W= 10:.8q. . . . . , . . I : . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1 u E. :99" : :4; :CURB:INLET! : : : : . . . . . . . . i . . . . . . . . . : . . . . . . . . . � . . . . . . . . . ; . . . . . . . . . . . . . i,1, ' .r . . . . . . . . : . . . . . . . . . . . . . . . . . . . . . . . . . . . 1 J . . . . . . . . .y. i . . : ! : . . . . . . . : ! : . . . . . . . u . . B..I.. . . W:309 . . .. . . . . . . . . ! . . . . . . . . . . . . . . . . . I : . . . . . . . =l E:-WEST. : . . . . . . . . . . . . . . . . . : . . . . .y. . . ! . 9 T.E: OUT_109r38 p n! I : . . . . . . . . . . . . . . . . . . . . . . . . : a . : . . . . . . . . . . . . . . . . . . i . . . . . . . . . 124 1..E IS.309.66 . . , TOR=113;e6, 46 . . . . . . ! . . . . . . . . . . . . , . . . . . . . . . . . . : . . . . . =113.16 . . . ! . . . . .� . . . : . . : . : : . : .. : ' : : . I . . . . . . . . . . . . . . . . . . . . : ! . . . . ! : . . . . . i . . . . :6" :I alO9.:3$ : : i . u . . . . . B" 'OU . . . . . ! . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . , - - ! ' IN- 'T-110:90 . . . . . . . . . . . . . : . . . . . . _ lt%+SS. 45 . . . . . . . . : . . . . . . . . . : . . . . . . . . . ! : . . . . . . . , ! . . . . . . . . . : . . . . . . . . ; . . . ...20: 9:'02:45 . , . .!..... .0 >1140-..._._:_.._.._..__.a.__ -- -- -- '- - - - . . . . . I . . . . . . . . . . :?a•. . . . . . . . . . . . . . : . CB . ..... �.......................................:.........._.................._........._...........__._......._..._,..................................:_,-.:...._.._.....................:_!_.:........ - T P _.__..... 11! d RT ; . .li..l . .RT: . . . . . . . . . . . . . . . . . . ! . . . ! . . . . . . . . . : . . . . : : : : : : : : : : : : : : : : : : : . . . ! . . . . . . . . . ! . . . . . . . . . ; . . . . . . . . . : : : : ! : :FOP=1.14.27 : . . . ' . ' ' ' ' ' - : : : : : PROJECT: OWNER: DRAWING TITLE: ENGINEER: - 1. """ REVISIONS: DWG NO. . : : ' . : : . . . . . . . . . i : ' . : : ' A" I .E lu 2v. . . . . : . . . . . . . YUHL a ASSOCIATES .-. 12/12/e5 PER CITY . . . . . . . . . : . : : : : : : i ' : . . . . . . IIG 11 P - 1/14/86 PER. CITY. 112 : A ASSOCIATES N LACE S. E. 12828 NORTHUP WY . . . . . . . . . ! . . . , . . . °. 1/28/86 FOR :....:. :.....:.....:.I._:.....:.._.. :..: .: i :......:..: 1 : . . . .. .. ... .. . .. ._._... . 200 112th AVE NE (CONT'D) BELLEVUE, WA CONSTRUCTION AUBURN . . " ' GREEN : : . : : . . : : : : : : : : : : : I : : : : : : : : : : : : : : : : : : I : : : : : : : : I : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : I : : : : : : : : : : . : : : : : : : I : : : : : : : : : '� 20 6 . . . : : : : : : : i . . : : : : : : : ' : : : : . . . . BI HOME PARK BELLEVUE WA 641- 6 05 '='° A MOBILE 980 ! : IN AUBURN980041 288 A„• STREET U L 19 ! : : : : : : : . . i : : : . : : 1 : . . . : . . I : . . . . . . . ' . . . . . P _ . OBDIO20 /2 Of 49/ -7 DE # 34f 1 i BY. DATE 3-3_-8,� THIS DRAINING HAS BEEN REVISED TO CONFORM TO BEST FIELD INFWMATION AVAILABLE �y3�66 � eI1j8 APPROVED CEPT, OR eU80C WORKS CITY OF AUBURN ENGINEERING DEPARTMENT UATa. - !o SCALE : PLAN - 1 " = 20 ' AMptCUyta PROFILE - 1 " - 20 ' HORIZ . 1 " - 5 ' VERT . DE 346 JPROP. ABANDON = I ----------- - - LINE EXISTING Cg7 I 6 SEWER b 16 3 I I I r3c I I I I 1 O w I l 96 00 Y 1 70 1 1 71 I 1 72 , 1 73 I 1 74 NEW s 0 I SEWER r r75 i -1 M I I I I I I �•. L------ I I I I I IL 1 1 I 20D0 +. , L-]� f , ;' �2000 ' L----- I ------ I �----- w 25 OF 8' PVC S•2.0 /. I --J Z I I I I O --- - - !!$ SDR - 21 • FROM EX. CB- I --------------- N `..... ........ ....:--`... ...- ._......._... _:......... ............. _._..._,.... . .. .. . ... .. ...........__... .. . .. ._..._ .. ... .. ... .. .... SEE 70 13 TO RE - ) 8' gVE ro J a) I 1 DWG 4 5' 1 OL RELOCATE EX. HYD 1 W/ BLOCKING ):I b3 IN EX LUG :• 31 ST LN S.E. 3 = t TO 6.25' IN BACK OF B x 4 REDUCER 2+41.0 - 0 +00 O � , � '. x INSTALL 8".MJ P N cli w M - - - - - - w Ncur PIP --- - I - 1 - n 30TH ST S.E. m 07 Q N f!7 FROM EX. I 51 s MIN J I ADD VALVE _ _ _. _ _..._ _-.... ... . _. . _ MH L�' . . . -. - . .. . . pl _ j a BOX 161' EX STORM DRAIN PIPE -- 1 I --------- I w 107.62 B-� EX TEN,EIDN-- - ____ ____ _ ; SALVAGE 120' I ----- 07 ADD 2 4" D.I.WM. 6 FITTING EX 8" DIWM 1I ----------- F u~i vs°BENDS — I ---------- B 13 1+78.74 I -EX 8"SAN SEWER w H-43 N 78 — — 6" 450 BEND ` j 77 i � 76 � 1 75 ; 15.7' ( 5 I ai EX SEWER MH-A i CB-IS 6" WYE L I I I 25,3' TO TO REMAIN, ADJ. TOP i--------------I /C/o 97 I i I I , PROP.LINE TO ELEV. 114 .20 I 6 4 2 1/2'�h -___ _ = : . . . . . . . . . . . . . . . . . . . . . . . . . . . . . �F.. . . . .. . . . . . . . . . . . . . . . . . . . . . . , . . . . C.r i . . . . . j . . . . . . i : . . . . . . . . . . . . . . . I ' . . . . : ; : CB-13.(E%I57IN0)�: . . . i . . . . . . . . . . . . : j . . . . . . . i : . . . !?'# '� . . . . i : . . . i . . . . . . . . i . . . . . . . . . . . : i : . . : � : . } . . . : 1 : . . . . . . . . . . . . . ' a (0: : . . . . . Y . . . . . . . . . . . . . . . 1 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1a9.e4 . . . . . . . . . i . . . . . . . I . . . : 07 �. : . . . . . . . i . . . . . . . . . . :r ' . . . . . . . . . . . . . : .p . . . . , . . . . . . . . : I : . . . . . . . _ . . . . . . . . . . . . . . . . . . . . . . . . . i . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . : f : . . . . . . . . . . . . . . . . . . . . . . i . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 27.0 :T. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .* .t. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ... . . . . . . . . . a — � : TOPeil .3B'p . . . . . . . . . . . . . . . . . . . . . _ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . : I : . . . . . . . . . . . Z Z =="'- RELOCA E ALONG'OUTL " I i " - < < ' . . . . . . . . . . . . . . . . . . . . . . . . . . i . . . . . . . . . . . . T . . . ._ 4 / .- r _ .f _�_ _. _ ...__....__.. _ ..... ._.. _..... _ -- ------ -- - -- - - — : . ._.a � ..............._._..._..__..._._.......;._.........._................................_......_......._..__....._...._....__._......--�--:...... I ........... : ..._P.IPE:. ..PRO%.:...2......IO...�----...._......_.........:. - - - - - - - - - - - -- . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . : . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . - - 8 :�� -= _ ' . . . . . . . . . . . . . : . . . . . . . . . : . . . . . . . . . : . . . . . . . . . : . . . . . . . . . . . . . . . . . . . . . . . : . . . . . . . . . . . . . . . . i . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . _ . . . _ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . i . . . . . . . . . . . . . . . . . . . . . . _ ' . . . . . ;A'T. . . . 1+59. l.: : . . . . . . . . . . . . . . . . . . . . . . . ' i ' . ... . i +t' . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ¢. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . i . . . . . . . . 28.20' LT. , . : I' : ; : .By. : . . 0. 9' : ; . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . : t ' . . . . . . . . . . . . I . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . CMP: : . . . . . . . . . . . d3 . . . . . . . . . . . . . . ... . . , . . . i . . . . . . . . . , . . . . . . . . . . . . . . . . . . . . . . . . . . . . . j . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . is j : ra :ca-ys . ' . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . : I : . . . . . . I '� — + ATIOAt)' I __.._..—.._.. - — ..__... ....._..__....._... _...._.. _._._.._.. —....__......_. . .. ._. .__._ C.@... 3.(EXISTLNGA..:SSA..L_H�,OA:SSHClblAl�9LiSl'..S2FE�f . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . I . . . . . . . . . : . . . . . . . . . ; . . . . . . . . . , . . . . . . . . . ; . . . . . . . . . i . . . . . . . . . : . . . . . . I . . I . :. ..:.. ..,.. ._0..:.. j . .0:2'.RT . . . . . i . . , . : . . . . . . . . . . . . . . . . . . . . . . . : . ... . . . . . . : . . . . . . . . . . . . . . . . . . . : . . . . . . . . . : . . . . . . . . . . . . . . . . . . . : . . . . . . . . . : . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . : . . . . . . . . : : . . . . . . . . : . . . . . . . . : . . . . . . . . : i : . . . . . . . : : : : : . ' 0:44X: ' . . . . . . . SEE.►3. ....i . . . . . : . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . : j : :8" I.E:OUi:=:III:01: : B.' `.E: (N;1:11.3[ I EX..T.OPs [I$:36 : RAISE TO: I1:4:B7 . : . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . , . . . . . . . . . . . . . . . i . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I : : . . t : . . . . . . I . . . . . . . . . . . 31st LN SE• . . . . ; . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . : i : . . . . . . . . . . . . . . . . . . . . . . . . . . . . . :MR :A ; . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . is : 1 CB+19{EXE3TIN$I: I , . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 5 .49i ' i ' +62:00 ' � _ '---.._. ...:............_............._:._...:..............................._I..........._.._._._._._ ....__............__. ......_.._............. .._...._..._.._.....- ----......__....-- --_..__._._..... ......_......_.._...... ._._.._.._ _....._..__._....... ...._.._.._......_..... ..._.............._..... .._.._..__....__._._ .._.. . ._.__.. _.._._.._.__..._. _.._._. ................. ._._..._._... ._......._............... ............................ .._.. ._.....__.._..... ..__._....---.... _. - _ .. _ .._......_ —.j ' _:_...:_ ! _...i...:. _:.�--" _ _ _ i..-_ .Mkl. __._..5_T.A.:1:t_6?IjOQ : . . . . . . . . . . . . . . . . . . . i . . . . . . . . . ss . . . . . . . . . i . . . . . . . . . i . . . . . . . . . i . : i . . . . . . . . . 1 . . . . . . . . . : . : s . . . . . . . . IG. . . . . . . . . . . . . . . .8?...:RT.._: i9EV.:A . . .Ii'E&jO. . . . . : . . . . . . . . . : . . . . . . . . . I : : : , . . . . . . . . ; . . . . . . . . . , . . . . . . . . . : : : . . . . : ' j : : : : : : : ' . . . . . . . . . . . . . . . . . . . . . . . . . . : : : : :. .T : ' : : : � ,: : ' : :ELEY. .A . ROX: .1 :OR :1 ! : OYER: : : : : : : . . . : : : . . ' :. . . . : . . . . . . . . . : . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . : . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . _ : i : . . . .15 6 .L . 30: .{ JUST TOP T� ELEY. OP-113.78 i I . . . . . . . . . . . . . ! . . . . . . . . . l . . . . . . . . . i . . . . . . . . . i . . _ . . . . . . . . . . . . . . . ; . . . . . . . . . i . . . . . . . . . i . . . . . . . . . . . . . . . . . . ; . . . . . . . . . ; . . . . . . . . . 1 . . . . . . . . . j . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ' ' ' 4'.20. . . . . . . . . . . . . . . . _ . . . ELOC 'TE' TOi CURB T R ' . . . . . . . . . . . . . . . . . . . . . . . . . I . . . . . . . . . . . . . . . . . . . . . . _ . . . . . . . . . . . . . . . . . . : . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . : . . . . . . . . . . . . . . . . . . . : . . . . . . . . . . . . . . . . . . : . . . . . . . . . . . . . . . . . . : I : : : . . . . . : I : . . . . . . . ; : . . . . . . . RS. U.{ . . . . . . . . : : . . . . . . AA C . : : . . . . . . . . : . . . . . . . . : . . . . . . . . . . . . . . . . . . . . . . LE._107.:62 � : . . . . . . . : O :gAT.cH PO IiiON : : : : : : : : REMOVE:E IxTINs:l+. : : §0 : . . i : . . . I : . . . . . . . . . . . . . : . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . : . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . B_15 .A.T- 1.59.81. 25.2¢, : , . . : : : . . . . . . . . . . . . . . 30 thi :ST : E:°: . . . . , , . . . . . . . . . . . . . . . . . . . . . . . . . . . . . : . . . . . . . . . : . . . . . . . . . . . . ... . . . . : . . . . . . . . . . . . . . . . . . : . . . . . . . . . . . . . . . . . . . . . . . . . . . .. i . . . . . . . . . 1 . . . . . . . . . : . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . : : . . . . . . . : i . . . : . . . . . . . . . . i . . . . . . . . . . . . . . . : ; . . . . . . . . . . . . . . . . . I : . . . . . . . . i . REPLACE / pVC i . . . I ' . . . pp . . . . . . . . . . . . . ' I ' . . . . . . . . i . . . . . . . . i: : :NEW: 70P:ELEY.-114130 . . . . . . : 1 : . . . . . . . . . . . . . . . . . " ' . . . . . . . . . . . . . I . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . ......... ._ ._ _......_.............—. .............._........... __........___.._...... _...................._. ._..............._..... ....:........._.._._.._......_........i...:---'—'--.........._... ._.._.._._.._._._..._.. .._..--.._.._...------..............._................_............_..................._.._...... ._:_..._.._.-_.-----............_._.._.._.._.._....._. : . . . . . . . . . . . . : . . . . . . . . . 1 . . . . . . . . . 1 . . . . . . . ...: � .. . . :. . . . . . . . . ; . . . . . . . . ; : : : : : : : : : : : : : : : : : : : . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . , PROJECT: OWNER: DRAWING TITLE: ENGI R: DWG N . . . . i . . . . . . . . . . . . . . . . . . . . . . . . . . . . : . . . . . . . . : . . . . . . . . . . . . . . . . . . . . . . . . . . . . . : . . . . . . . . . . . ; . . . . . . . . . . . . . . . . . . . . . i . . . . . . . . : i : . . . . . . . : I : . . . . . . . . : . . . . . . . . . i . . . . . . i : : : . . . �'' [;L F1, . . . . . . . . . i . . . . . . . . . j . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . i . . . . . . . . . j . . . . . . . . . i . : . . : : : : : . . . . . . . . M Gaff rG 48/$/'88r TO CITY 13 . . . . . . . . . I ( : : : : : . : : : : : : : : : : : : : o AUBURN GREEN 30th ST SE 31st LN SE YUHL & ASSOCIATE ;: ",ti AUBURN AND STATE FOR . . . . . . . . . i . . . . . . . . . ! . . . . . .. . . . : . . . . . . . . . . . . . . . . > p : : : : j : : : : : : : : : i : : : : : : : : ' p s� SEWER AND WATER pj: : : : : : : : l : : : . : : : : : : : : : : " i : . . . : . . . . i . . .� . . . . j . . . . . . . . . j . . . . . . . . ASSOCIATES 12828 NORTHUP w . . . . ! . . . . . . . . . : . . . . . . . . . i . . . . . . . . . 1 : : : . : : . : : 1 ' . : : . : : t . . . . . . . : : ! . . . . . . . . . : . . . . . . . . . . : . . . . . . . . + . . . . . . . . . , . . . . . . . . . ' : : : t : : : : : : : : : : : : : : i . . . . . . . .t DESIGN APPROVAL ' : : : : : : : ' t : : : : j : : . . . . . . . i . . . . . . . . i N.I _ O i Q ONLY ._ .... .. ,_......._._._.._.. r................................................ ................1__.._............................ ........._._._.._.._.__:._._.__._�._.__._i._.__.....__._._.._._...._._..._...._..__�.-.._.__._.__.__�.._..___-----._........._ __---..._..__._.._..._._.................:................_._._._._... GREEN BE L L E VU E , WA '� � 200 112th AVE N E STREET UTILITIES Q CHE0.CULENE• ...."....a..m.... A MOBILE HOME PARK ' 206 9800 'fqt`"`6Fw:(�,. . 12/12/85 PER CITY K#10HERCALENE'II PLAN a PROFILE �OIIAL V ,� 1/19/86 PER CITY „••,,, , •,T, ,,, E'll IN AUBURN BELLEVUE, WA 98004 ( PRIVATE 641- 2886 1128/86 FOR 19 - 88DIo20 ' 13 of i7 DE '�346 '�rrt Cam^ DATE3-30 TP•,�C D�3AWING HAS BEEN RSV?SED TO CONFORM TG AVAILABLE APPROVED DEPI. OF PUBLIC WORKS CITY OF AUBURN ENGINEERING DEPA.RTMENL DATE_ ^ SCALE : PLAN - 1 " = 20 ' PROFILE - 1 " = 20 ' HORI2 . APPROVED 1 " = 5 ' VERT . DE # 346 ELECTRIrAL ....87 88 ---- 89 --- 90 --- 91---- SEE DWG -Et ! I I I I I I i I /14* 19.01 I /PT m I I I I I I I MH-y0 32ND LN. S. E. I I112+62.01 B"X6" TEE 2+45 .54 B"X6" TEE 1+37.54 8" SANITARY SEWER--,, ♦ e+'29 !SAFE 0+00 I i 79 1 1 80 1 1 81 1 1 82 I STA 14+ 11.81, 11.0' LT I . E.=110.8 ON CENTERLINE I I I 1 I E. =111 .28 I 1 I - 90* MJ BEND W/ BLOCKING 11.0 1 6°I _ E = INSTAN T AIR I I I I I I DRIVEWAY TO RV STORAGE I V 8 QI.WN1. 110. 42 RELEA E VAL E I 1 I I I I `�I .E. = 112.30 MAX l i--------- L I i — 1 I I O --- — — —_----__ __—___—_ _—_—_— _ --------- i NI ________ ________ _ -- e STA 14+I I BI, 23 5' LT I i i - . . .. _.. _... .. .. o STA 12+ 09.27 ' 5.0' MIN. I 1 - -LOCATE THE IFOLL ING: 8'MJx6" FL TEES I I II.O' LT, 90- I w ' 6"Q 1 6" FL x MJ GV P I 1 6"Q 3 32ND ST S. E. 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LINE e' I 1 I 1 I I I 1 1 13' 4" I . E=111 .50 PROP. LINE e 'MIN TYP I I I I 1 I 1 I a EX. W V IN END OF PRIVATE STREET �, I TOP OF STREET- 116.10' � 1 , . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I . . . . . : . . . . . . . . : INI H : A . . . . . . . . . . . . . . . . . . . . . : . . . . . . . . . . . . . S (�D. : � : . . . . : . : . : . . . . . . . . : .� : : : : : . : i . . . . . . . . . . . . . . : . . . .. . S_2.076X FJ :S GR DE: . . Pi: 1242.01 an. : . : . i : : :� . . I ' : : : : : : : m 120. 00 + : j : I . 1po __.._... . ... ..... .... ....... .. r..r. ....._.. ............................. _. ........ .. _......._ .. _ _._._._._... _ �. ' 7 7 : . . . . - . . . . ': . . . . . .EXISTING.GRADE . ' . . . . . . . . . . . . . . . . . . . . . . . . . : . . . . . . . i . . . . . . . . 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' i PROJECT: OWNER: DRAWING TITLE: ENGINEER: REVISIONS:' rNO, 2nd LN S�:E: . . . . . . . . . . . . 1 . . . . . . . . ' i . . . . . i . . . . . . . . . . . . . ' . . . . . 1 . . . . . . . . . . ! . . ' i . . . . . . . . . . . S s . . . . . . 1 I . . : : : : . : . . T)N�IAT[ . : : : : 11/14/86 PER CITY " 'S I:ONI:NG: f :A :CON aN 32nd LN SE , 32nd ST E YUHL & ASSOCIATE f-- AUBURN GREEN AUBURN G ; . . . . . o �:".3t srArivN Nc. . . . . . . . . . . . 12828 NORTHUPWY, _...: __._... ._... . ._L.._.. .... . .. . . ........ .....: .. .. ..... ......... .. ..... ... .. . ._................. .._...._.... _ _.. ._ .._ ._._._.�.J._._._...._.._.._.. .._. . . . . _.. . .._.. - -._._.___-_-- _-__ . --- . - 200AISI2tOh AVE NES TIES BELLEVUE , WA I/ze/e6 FOR GREEN " ' - - j A MOBILE HOME AR CONSTRUCTION W o o o " g I . : " : : : : : . ' M P K 206 PLAN 81 PROFILE 98005 . . . . . .. : ' : : : : : : . . : : vl . : . : :,�I . . . ' MI j : . . ' ' :NI : IN AUBURN BELLEVUE,WA 98004PRIVATE STREETS) 641-2886 - _,'88D1020 14 of /7 DE (D 0) K) 3 0 W . ASPHALTIC CONCRETE PAVING: CONCRETE CURBING & SIDEWALK: 121 OR 171 (SEE LAN) A . SCOPE OF WORK - PROVIDE ALL LABOR, MATERIALS, EQUIPMENT AND 1 . ' z A . $ W - PROVIDE ALL LABOR, MATERIALS, EQUIPMENT AND SUPPLIES TO SUPPLIES TO PLACE THE CONCRETE CURBING AND SIDEWALKS AT THE SCALE: LAC AS HALT CONCRETE PAVING FOR STREETS, DRIVEWAYS, PARKING AND STORAGE LOCATION SHOWN ON THE PLANS OR AS STAKED BY THE ENGINEER IN , u AREAS AT THE LOCATIONS SHOWN ON THE PLANS, IN ACCORDANCE WITH THE ACCORDANCE WITH THE SPECIFICATIONS. - HORIZONTAL = > SPECIFICATIONS OR AS STAKED BY THE ENGINEER. - 1"e5 .0' B . MATERIALS - B . MATERIALS - VERTICAL 111=1.0' Irc u 1 . ASPHALTIC CONCRETE SHALL BE CLASS B MEETING THE APPLICABLE REQUIRE- CONCRETE - CLASS 5 (1 1/2) OR CLASS 5 (3/4) MEETING THE " g,p'/e a ¢ MENTS OF THE 1951 APWA SPECIFICATIONS FOR ASPHALT CONCRETE REQUIREMENTS OF SECTION 37 OF THE 1981 STANDARD SPECIFICATIONS S ` o PAVEMENT. FOR MUNICIPAL PUBLIC WORKS CONSTRUCTION AS PUBLISHED BY THE } ° _• {0 " ": p• 'yj b 1` WASHINGTON STATE CHAPTER OF THE AMERICAN PUBLIC WORKS ASSN. ! ° m• � `'� • � o a C. CONSTRUCTION - CONSTRUCT IN ATRUE LINE AND GRADE AS STAKED 1uR ;'.� o,' 0. 0 opO0 2 . Tip COU S SHALL BE CRUSHED SURFACING MEETING THE APPLICABLE OR INS D, IN ACCORDANCE WITH THE APPLICABLE PORTIONS 6.0" _"-' o .o� o a °:o A eo' > " M QEUT�M NT5 OF THE ABOVE REFERENCE SPECS. OF SECTION .40 OR 42 OF THE ABOVE REFERENCED SPECIFICATIONS. •0� 3 . BASE COURSE CAN BE EITHER "CRUSHED BASE COURSE" MEETING THE 111 MINIMUM APPLICABLE REQUIREMENTS OF THE ABOVE REFERENCE SPECS. 3X m 211 CLASS "B" A.C. PAVEMENT «. . ci 211 TH TOP C. INSTALLATION NOTE : SEE DRAWING /s • a �6 011 2 1/2"/DEPTH PBASE COURSE SE 6`4. z �,3 l ,q - U 1 . FINE G INy �g�DSS - PAVING CONTRACTOR SHALL GRADE THE SUBGRADE - REMOVE APPROXIMATELY 82 LF OF EXISTING CURB AND GUTTER AND 1/211R a1 .5, 3X CLASS "BII GRAVEL BASE AS REQUIRED / __: \ -�-4�y m FOR-fHPEM NE`�f AND CURBS TO THE ELEVATIONS AND SLOPES INDICATED APPROXIMATELY 42 SY OF SIDEWALK. TAKE OUT CURB, GUTTER AND ON THE PLANS AND AS STAKED BY THE OWNER' S SURVEYOR. CONTRACTOR SIDEWALK BACK TO AN EXISTING EXPANSION JOINT . SHALL FINE GRADE AND PROOF ROLL THE SUBGRADE TO BE AS FIRM As - TYPE ' D ' LOW CURB TYPICAL ROADWAY SECTION POSSIBLE UNDER THE PREVAILING WEATHER AND SOIL CONDITIONS. FINISH - INSTALL APPROXIMATELY 80 LF NEW TYPE A CONCRETE CURB AND GRADE SHALL BE WITHIN 10.05 ' OF STAKED GRADES. FINE GRADE FAR GUTTER . END WITH DEPRESSED CURB FOR ONE WHEELCHAIR RAMP ON In ENOUGH IN ADVANCE TO PERMIT THE CURBING CONTRACTOR TO INSTALL EACH SIDE. SCALE: > O HIS WORK. CURBS MUST CURE FOR AT LEAST 7 DAYS BEFORE PLACING BASE W Q O COURSE OR GRADING FOR DRIVEWAYS. - INSTALL NEW SIDEWALK AND WHEELCHAIR RAMPS PER CITY OF 1 1/211=1 .01 F- 3 OD AUBURN STANDARDS. Q OT 2. FINE GRADING DRIVEWAYS & PARKING AREAS - FINE GRADE ONLY AFTER CURBS - HAVE BEEN CURED FOR AT LEAST 7 DAYS. GRADE SO DRIVEWAYS SLOPE SLIGHTLY - SEE DRAWING N9 FOR LARGE SCALE PLAN p j Q co AWAY FROM THE STREET AND PITCH AWAY FROM THE AREA TO BE OCCUPIED _ V) = 3 GO BY THE MOBILES BY 2X . PROOF ROLL THE ENTIRE AREA TO BE PAVED AS IND- - 411 X 411 CEDAR POST WITH 3011 X 3011 'NO OUTLET' SIGN. SEE DWG 9 N F- N ICATED ABOVE + + FOR LOCATION + + + TYPICAL+CONCRETE CURB + + Q W ' 3 . PAVING - PROPORTION, MIX, HAUL, PLACE AND COMPACT IN ACCORDANCE WITH - 411 X 411 CEDAR POST W/ 30" X 3011 ' STOP' SIGN AND STREET NAME DETAIL C5 Z" THE APPLICABLE PROVISIONS OF THE ABOVE REFERENCE SPECIFICATIONS SIGN. SEE DWG 9 FOR LOCATION . ESTIMATED QUANTITIES : W 00 W t0 UNLESS OTHERWISE NOTED. PAVING MACHINE IS NOT REQUIRED TO PLACE J J PAVEMENT FOR DRIVEWAYS OR FOR PARKING AREAS. 9850 SY ROADWAY PAVING z co W 2 >1 N m 6750 SY DRIVEWAYS w R582 SY GRAVEL, RV STORAGE NOTE: UTILITY CONTRACTOR IS TO LEAVE MANHOLES, VALVE BOXES AND GRATES,•' 6370 LF CURBING ENTIRELY IN ROAD 211LOWER. PAVING CONTRACTOR IS TO COVER THESE, _ PAVE OVER AND ADJUST THEM TO FINISH GRADE AFTER PAVING AS A - - ------ PART OF THE PAVING COSTS. ------- -.---- SURFACE WITH 2" TOP COURSE --- -------- PAVED DRIVEWAY -- --------- END OF PAVEMENT PAVED DRIVEWAY A + ' + + PARKING AREA + 3B � _ 40 ri 421 � : 43 1 L L O47 1 5O0 ,I� Ii O51 1 ': 5O2 54 55F , , l l l O 5O G PLACE S.E. - , .- I F. 11 I 1 � I I ._I �- r. 32 - - - - - - - r- - - - r - - - -I - - - - - r - - - -I 4 •� 1- -1_ -_-1.1 - - -I-i l-- -J-LL- - -- - - - - -- - --- — ' I I I , I 1 I ' " I 1 1 � I L � I ' I L � I L � 11 � I I L A L T Z 87 - - - - -I , ib - - - - 1 70 71 A ; 1 , 64 63 62 61 60 . 1 59 1 I I I L 65 _J _ : I_ O I I I I I -Q ' ➢ u i 0 5 I Q rF- . - - - - - - -� - - - - - - - . . �. . . - - - - I , _ _ _ _ _ _ + - - r -i-- - � _ - -+-J. Z ' - - 72 l + I/ . . L - -J a - - -J u -' { ! - -J - - J - -I N + - ,J _ ,J. . . � . ; ' r " - ;� :- .+ -.TJ. I .,J. . . F G . . . . - - - -i - - -1 r- - - , r - --, -r r -, r - --1 F- 0 0 4 0 0 0 a I O � Bl I I ' i � I . . . . - - -- - -- Z - - O I 2' O I 76 I F- r - - - - . J. . ! . . . . .I - - - . _73, O 1-I � 93 94 95 •I 96 I 197 I M 199 I 00 OI is i 02 0 1 - __' _ - J- . . . . . . I I ' I - I - - i N w 0 . I , 1 I I I I I L -- '- - - J I E- N O 91 I B2 I I I 74 ' 1 I I i _ I i 00 r -_ - - I I 83 ; I 75 , _ --r\ , I CURD PAVIN W 0) _ _ _ _ _J u - / ( •-I i I _ I_ _ ENTRY TAILPAVING OR - a j 3 G ST. S.E. _. �� _ - I ;- I I _ _ F -I ' I I I ' ' I- 1 I_ 1 '_ W a LLJ Uj cr N Z - W I O25 29 : 23 I - ' 22�� , 21 �Q• j Or .J ' O : O 20 1 19 18 17 16 I I ' , I I I I w ,i Ia: Y - 4 J ` tl - - - J - J - Jr . -J '_ -I : �_ J : - -i : -I+ : : : : : + : - -' 4 tl tl 4 9 - - ' - - - - - - - - ' + J _ J Z cr 7 i a Z a W I ,- 50 IOS ��86 Z Z ------------- D W w � "OSPARTMENE D J W m DRKS O f a H r ENMENT. a DATE_ w /r ' ^ Q a 88DIO20 15 of 17 DE '� 346 WIDTH VARIES CD - qO' FOR 14' WIDE MOBILE HOME /w 501 FOR 24' WIDE MOBILE HOME V� 54' FOR 28' WIDE MOBILE HOME 3 ZrULLNOm O m N W<W m 0 LEASE 2 '- LINE a 10'MIN. 6ETWEENEMELLWIDTH - UTILITY PAD Q o MOBILE H MES1D I u z 10 ' S ' z 11' q'MIN w MAX ou Do EX- . o MIN-0 TENT OF o W > AWNING w in(REF• „ Z ID 18.24. b a <i c 1090) w 4'MIN. ma v r Wes-' (18.24.090) I i - Z C � > ` r0 H I J Z r�o• - O b-� r w w . a 5 MIN. I • z SETBACK xa „ V ' z z Lp (REF. I CURB 4\.. 18.24.08 0) w PRIVATE STREET NO PAWING IN SETBACK 24' OR 34' WIDE Lo TYPICAL MOBILE HOME LAYOUT w r o SCALE: F-- 3 OD a rn 1" = 15' O 0_ O 0 a GD U) 2 3 00 + co I- N + +' + + + + + a Cr W � z > U) •� TOTAL S - _OD O A = 12.38SSAC 8' NTS w J CO _J Z = CO J 9' W W ?. N m HIS t7l ' ' ? 8' NTS i• I I �� • - NNN GA PPROVEO „ � Sr DEP CITY OP 7RfJ URN yC WORKS w ENGINEERING DEPARTMENT, N 26.21'26• .2{'21'2{• . RV __$ _ • 7267 -90.00'00• =90'00'00" :90*00:00 It R=125.00' 8.125.DO' PARKING AREA e , - ' L.61.67' L.{1.87' RP• -ei - ----- ---_° -- n /!'3/'2/• R=25.00 R=23.00 N.23.00 N.23.00' L.39.27 L=39.27 L=39.27 1737.309 APPROVE 2"1.♦410707 • --_--_ -"-' g R•�•�' 2'- 3.56.44 25.48, 7 •32'!3 FIND NEW BAR 6CAP !^ Flb MR L CA e z L"l1.11 l I 1741.�0{ s, MZl.M' q0•00, •A, H 1 R" /16192 • - / /10 /ARB.W /11126 lOi4.424 '^ Lm37.72' L•40./2' (NEXT TO WALK) // n.I WSW OF OLD BAN it 1.25' ESE. TO BAR f -- ----- ~ NO'20'30"E 741. 82' I = 3_ /lr BLr G lAl16CA + TO PI + CAP RCM 11880, (D.8' .00 B .` 30.00 S 0 S •00 _ _ _ _ p: r• •A N V.N�ley 3037.70 FROM SW) 1- - _ g: i_ _ J, I-- I p o j h o8 ' Q g o I f, ^' 1 i _ 20'30 .01' Y �- Q O {' U ¢_ Q NO', !'E SSO TOP RCH CAP ^ _ _ ' rR: I I-I :ol r :o ' � o I � til I-� . I I I _ ELEV. = 114.34 36 37 1 '- , 40 ' I 41 1 I 42 I ' : 1 q3 1 I : 44 1 - - -1 - - I - - -I J 3�- lol : , © 1 1 1 © 1 , 0 , 1 . l0l 1 . l0l 1 . lol l ' (544 C; : 0 . � o. i o : l- - o .R ,, d l -1II cs o f- - a : l o . ' t_. �n ; SOOO.00i , I n ' I ' ' ' ' i l 1 ' ' ' I I ', ' I 11 ' 11383. {0 I_ : 1 4 . 1 , . , ;•� I F , . I I-� . I . ' -I . , . 18 3034.24i , 11 ' " ' I . ' 1 ' : I l_ _ J 1 ' I I_ _ ' ' ' I _ _ _I I : II ' 1 x , ; I I 1 1 I ' 1 I • ' . I . I ' I I 8 NTS I ' I RP= N _ _ _ 1 • I I 1 I 47 I . 4& I 49 I I : 51z 152 I . i 53 I 4 , S5 11 I 56 o 1045.04 . MO'Ol D2. Y. . 1 • .!i a -I 179.31' G PLAC £AS NO'20'30•E 330.11 /+/1.43 . 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CORNER z tL'R .42,00 - -EL -65.71' to 9 Db0 5 00 51.000 54.00 54.00 5�.00 Sfi.00 5�. 00 54.00 54.00 40.00 4 4 4 0 90. 4 40. 0 4 4 CONCRETE TEL- INSIDE CUP LENGTH= 1 , • , + BASE.ONE ELEV. ¢ 32.11, 34 0.01 I NO'20 30 E 1291 .70 R 118.61 Q. OUTSIDE CURB LENGTH= �LL 772 232' 4 4.,02 W 92.31' 1206.23' N•25.00' 1 8.10 T .41.74' L•3l.27' 5,63.10 I555.206' E e17.21' 89'38'28• e90 00 00 TO CONN. {.7 00` �.12 36'2T z _O R.25.00' e90 00 00" e8 R.25.00' _ 73 (OPP12,44.99 L=38. ' R.23.00' Re23.00' L=39.27' 4173.e3 w � �.13.4,'28• I �=7.00'00• Z R•65,.00' w L=39.27' . Le39.27' =91 50 5•5.76'S1• �• L=79.90' R•,00.00' R.317S.00' •797 0 m u10{.e9' R=25.oO' L.121.87' = 2 1 qqPP ORIGINATING BM AUBURN -9 o T•35.29' =15.44'26• =40.07' R=25.00' 2263.818 - {7-D CL MONUMENT 29TN ui 2: a R=400.00' RP= L.40 32' 2645.712 AND "N" BE. TOP BRAS; NOTE: MOBILE HONE LENGTHS SHOWN ARE ADVERTISED COACH LENGTHS. ACTUAL COACH L=109.89' Il9T.l4B ELEV. • 129.09l. J LENGTH AFTER REMOVAL OF HITCH MUST BE AT LEAST 4.0' SHORTER. MAXIMUM SIZE SHOWN DEPENDS UPON EXACT COACH PLACEMENT WITHIN EACH SITE'S SET- f Z BACKS AS SHOWN. INACCURATE PLACEMENT WILL REDUCE LEGAL COACH SIZES �{ ' ^ W PERMITTED. w \� v a 88D102D 16 of 17 DE " 346 5PECIEICA 1 UN;;__ _ f f NCING to yV p A�[ ' FOOTINGS(CONT'D) : HOLES SHALL BE ENLARGED AS NECESSARY TO PROVIDE AT LEAST 3 INCHES OF CONCRETE BETWEEN M z 1 . ARCi AI] GAHFOR 61' FENCE I+DNA w�INCHWUlAMONU4MESHFOF7iHE WIDTHFSHOWNION THE DRAWINGS. e I N 7G - N ACc C RGANC W 1I H A§TM UC CAW N A153. BE TPARTSRMUSTLBEBLE THE POSTS AND THE SIDES OF THE HOLE AT ALL PLACES. THE FOOTINGS FOR ALL POSTS THAT ARE FOUND T9 HAVE F S GALVANIZED THE FABRIC HALL BE AL ANIZED IN CONFORMANCE TO AS 3 iM ACOA LATEST EDITION SPEC- SPECIFICALLY SELECTED TO PERFORM THEIR INTENDED FUNCTION WITH AMPLE STRENGTH TO LESS THAN 2 REMOVED INCHES OF CONCRETE COVER OVER ANY PORTION OF THE POST SHALL, WHERE INDICATED BY THE # n IFICATGBE FOR CLASS II ( 2.0 OZ./SQ. FT . ) ONLY SHALL BE COATED AFTER WEAVING. BE AS DURABLE AS THE FENCE AND TO PRESENT A NEAT APPEARANCE. THE INSTALLATION OWNER, BE REMOVED AND THE HOLE ENLARGED AND RE-POURED. THE POSTS MAY REST IN SOIL IN THE BOTTOM OF - WEAVING BEFORE GALVANIZAi]ON IS PERMITTED ONLY WHERE THE GALVANIZED COATING IS NOT OF THESE FITTINGS SHALL NOT DIMINISH THE STRENGTH OR MAR THE GALVANIZED COATING THE HOLE. W CRACKED OR DAMAGED DURING WEAVING,. PROVIDE KNUCKLED SELVAGE BOTH TOP AND BOTTOM OF ANY PART OF THE FENCE INSTALLATION. POST CAPS MUST ALLOW WATER TO PENETRATE FOOTINGS SHALL BE NO MORE THAN 10 FEET APART AND WHERE SPACING LESS THAN 9 FEET IS REQUIRED, ADJACENT FOR 3 1/2' FENCE, KNUCKLED AT TOP ONLY FOR 6' FENCE. INTO EITHER THE TOP RAIL OR ANY PIPE POST, AND ALSO MUST NOT DIMINISH THE PANELS SHALL BE SHORTENED TO PROVIDE A UNIFORM SPACING TO THE CASUAL EYE. THE TOP EDGE OF ALL FOOTINGS Q 2. BOTTOM TENSION WINE SHALL BE A /7 GA COIL SPRING WIRE WITH AN ALUMINUM COATING STRENGHT OF EITHER THE POST OR THE TOP RAIL. SHALL MEET THE ADJACENT AVERAGE GROUND SURFACE AND SHALL SLOPE UP FROM THERE TO THE POST AT A SLOPE OF OF 0 P R OH A ZINC COATING OF 0. 0 OZ. PER SQ. FT. ALL PARTS OF THE BETWEEN 1/4 AND 2 INCHES PER FOOT. THE TOPS SHALL BE TROWELED TO PRESENT A NEAT, UNIFORM APPEARANCE SURFACE SHALL BE COVERED. USE TENSION WIRE WITH THE SAME COATING MATERIAL AS THE 9. Ijp - MINIMUM OF FIVE SACKS OF CEMENT PER CUBIC YARD. CONTRACTOR TO CONTROL FREE OF HOLES AND PROTRUSIONS. _ FABRIC. TN�E�WAT�R-CEMENT RATIO 50 THAT THE 28 DAY STRENGTH I5 NOT LESS THAN 2300 PSI . - H 3. TOP RAIL SHALL BE: CONCRETE SHALL BE BATCHED, MIXED, TRANSPORTED, PLACED AND CONSOLIDATED IN ACCORD- 4. POS SHALL BE SET PLUMB WITHIN 1 INCH IN 4 FT. OF HEIGHT AND WITHIN 1 INCH 9F A STRAIGHT LINE WHERE THE E' ANCE WITH SECTION 2605 OF THE UNIFORM BUILDING CODE. P PERTY LINE I5 STRAIGHT OR IN -A UNIFORM CURVE WHERE THE PROPERTY LINE I5 A CIRCULAR CURVE. "H" OR REC- ' 1 1/4 INCH SCHEDULE 40 PIPE (WHICH 15 1 .66 INCHES OD AND WEIGHS 2.27 LBS. PER TANGULAR TUBE SECTIONS SHALL BE SET WITH THE WEAKEST AXIS IN BENDING PARALLEL TO THE FABRIC. ALL POSTS FOOT) JOINING SHALL BE BY MEANS OF A 7 INCH MINIMUM LENGHT OUTSIDE SLEEVE 10. SHARP EDGES - ALL EDGES, ENDS AND CORNERS OF ANY FENCE COMPONENT THAT IS SHARP SHALL BE ADJUSTED VERTICALLY IN HEIGHT SO THAT THE TOPS WILL BE IN A STRAIGHT LINE OR UNIFORM CURVE. u i THAT 15 FIRMLY CLAMPED TO THE PIPE. ENOUGH TO BE ABLE TO CUT SKIN AND IS WITHIN REACH OF A 5 FT. TALL PERSON SHALL BE ROUNDED OR OTHERWISE "EASED" IN A MANNER THAT WILL ELIMINATE THE POTENTIAL 5 . FABRIC SHALL NOT BE INSTALLED UNTIL THE FOOTINGS ARE ABLE TO WITHSTAND THE STRESSES WITHOUT CRACKING. �e u 4. S - ONLY ONE TYPE OF LINE POST SHALL BE USED ON THE NEW WORK. THE LINE HAZARD. M�NOf�HAND GRADING (UP TO 12 INCHES IN DEPTH) WITHIN 6 INCHES OF EITHER SIDE OF THE FABRIC WILL BE P D NOT HAVE TO MATCH THE EXISTING FENCE POSTS. LINE POSTS CAN BE ANY OF THE REQUIRED IN ORDER TO PROVIDE THE REQUIRED 0 - 4 INCHES MAXIMUM OF CLEARANCE BETWEEN THE BOTTOM OF THE d o FOLLOWING: FABRIC AND THE GROUND UNLESS OTHERWISE SPECIFICALLY INDICATED. in LL EXECUTION : THE FABRIC SHALL BE FASTENED TO THE CORNER OR ANGLE POSTS SO THAT THE TENSION I5 EQUALLY DISTRIBUTED o e A. 1 .875" X 1.50 INCHES STEEL 'OHM SECTIONS WEIGHING NOT LESS THAN 2.8 LBS. PER FOOT: THROUGHOUT THE HEIGHT OF THE FABRIC. ' THIS MAY BE ACCOMPLISHED BY INSERTING A GALVANIZED BAR IN THE ZINC COATED IN ACCORDANCE WITH ASTM SPEC A153; TO A FAIRLY UNIFORM COATING WEIGHT FABRIC AND BANDING IT TO THE POST OR BY FASTENING THE FABRIC DIRECTLY TO ATTACHMENTS ON THE POST. rn � o OF NOT LESS THAN 2.0 02. PER 5Q. FT. 1 - L9 THE OUTSIDE OF THE FACE OF THE FENCE POSTS SHALL BE SET 6 INCHES (PLUS THE FABRIC SHALL BE ALIGNED AND STRETCHED TAUT TO BE FREE OF WRINKLES AND SECURELY FASTENED TO EACH > OR MIN S 2 INCHES) INSIDE OF THE PROPERTY LINE OR STAKED LINE UNLESS OTHERWISE POST. TO AVOID DISTORTION, THE FABRIC SHALL BE FASTENED WITH A STRETCHER 49 THAT THE PULL IS EQUALLY .. B. 1 1/2 INCH SCHEDULE 40 PIPE (WHICH IS 1.30 IN. OD AND WEIGHS 2.72 LBS. PER FOOT) INDICATED OR REQUIRED TO MISS TREES OR OTHER FEATURES THAT ARE NOT TO BE 0I3- DISTRIBUTED THROUGHOUT THE HEIGHT OF THE FABRIC. THE FABRIC SHALL BE FASTENED TO THE LINE POSTS WITH WHICH MEETS ASTM SPEC A53 OR A120 FOR ZINC COATED PIPE. TURBED. HEAVY GALVANIZED TIE WIRE OR METAL BANDS AT 14 INCH MA%IMUM SPACINGS, THE VICINITY OF GATES, PEDESTRIAN PASS-THROUGHS,ETC. IS SHOWN ON THE DRAWINGS, ALL WIRE TIES T9 THE FABRIC SHALL BE MADE WITH THE TIE WIRE WRAPPED AT LEAST 1 1/2 WRAPS AROUND THE t'..•• i SHALL BE 2 INCHES IL GALVANIZEE SCHEDULE 4C FIFE (WHICH IS 2.375" OD HOWEVER, THE EXACT LOCATION WILL BE STAKED OR OTHERWISE MARKED ON THE GROUND MESH. USE TIE MIRE ANO METHODS WHICH MILL N07 STRESS THE TIE WIRE TO NEAR THE BREAKING POINT AFTER 9 <� AND GH .65 LBS. FER FOOT) MEETING ASTM A120 SPECIFICATIONS. WHEN REQUESTED BY THE CONTRACTOR. THE CONTRACTOR SMALL NOT INSTALL ANY MATERIAL THE TIE IS COMPLETED. UNLESS ITS LOCATION HAS BEEN INDICATED OR MARKED BY THE OWNER. �`' T S. POSTS FOR GATES UP T9 AND INCLUDING 6 FEET PER LEAF SHALL BE 2 1/2 INCH GAL- 6. 5 W SHALL BE INSTALLED IN ONE CONTINUOUS LENGTH BETWEEN ANGLES, CORNER OR PULL POSTS ALONG THE D SCHEDULE 40 PIPE. GATE POSTS FOR GATES OVER 6 FEET AND UP TO AND INCLUDING 2. C G 8jjRjP SHALL BE DONE TO PROVIDE A FENCE LOCATION THAT IS FREE OF EN RTIE SNIT' OF ALL NEW FENCING. THE WIRE SHALL BE PLACED ACROSS THE LOWEST FULL MESH OF THE FABRIC, 13 FEET PER LEAF SHALL BE 3 1/2 INCH SCHEDULE 40 PIPE (WHICH IS 4 INCHES OD AND WEIGHS B L AND MOUNDS OF DIRT. THE FINAL FENCE LINE GRADE SHALL BE A PULLED TAUT, AND SHALL BE TERMINATED AND FASTENED SECURELY TO THE POST WITH 3/8 INCH DIAMETER BOLTS 9.11 LBS. PER FOOT) . UNIFORM FIRM GRADE, FREE OF LOGS, BRUSH AND STUMPS THAT PROJECT MORE THAN 2 INCHES AND HARDWARE. THE TENSION WIRE SHALL BE FASTENED 70 THE FABRIC AT 24 INCH MA%IMUM SPACING WITH GAL- y� ; 7. GALES SHALL BE THE WIDTH AND SWING INDICATED ON THE DRAWINGS. THE HEIGHT SHALL BE ABOVE THE GROUND. DO NOT DISTURB EVERGREENS OR ALDERS OVER 6 INCHES IN DIAMETER VANIZED STEEL °HOG RINGS" OR OTHER EQUALLY DURABLE CORROSION-RESISTANT AND SERVICEABLE FASTENINGS WHICH THE SAME HEIGHT AS THE ADJACENT FENCE UNLESS OTHERWISE SPECIFIED. UNLESS SPECIFICALLY INDICATED TO BE REMOVED. ALL OTHER TREES AND BRUSH SHALL IS THE MANUFACTURER' S STANDARD METHOD �A w THE GATE FRAMES SHALL BE FABRICATED FROM 1 1/2 INCH MINIMUM SCHEDULE 40 GALVANIZED BE CLEARED FROM THE FENCE ALIGNMENT AND THE RESULTING DEBRIS HAULED FROM THE 7. TTO _gAj� SHALL BE INSTALLED ALONG THE TOP OF ALL NEW FENCE. IT SHALL BE SECURED TO THE TOP OF THE POSTS > STEEL PIPE. IT IS PREFERRED THAT GATE FRAMES BE JOINED BY MEANS OF GALVANIZED STEEL JOB SI iE T9 A SUITABLE DISPOSAL SITE. B�ME-ANC OF A GALVANIZED STEEL 9R MALLEABLE IRON CAP. THE RAIL SHALL BE IN 20 FOOT MINIMUM LENGTHS OR MALLEABLE IRON FITTINGS WHICH ARE EITHER RIVETED OR BOLTED. 'GATE BRACING SHALL BE WHEREVER POSSIBLE, HOWEVER, NO LENGTH SHALL BE LESS THAN 10 FEET. THE FABRIC SHALL BE TIED TO THE TOP TWO 3/e INCH MINIMUM HOT DIP GALVANIZED STEEL RODS CONNECTED TO THE OPPOSITE GATE 3. Fit OTI11GS SHALL BE POURED-IN-PLACE 5 SACK MINIMUM CONCRETE WITH A 6 INCH MA%IMUM RAIL AT APPROXIMATELY 14 INCH CENTERS. THE SEGMENT OF THE RAIL SHALL BE FIRMLY JOINED TO PREVENT CORNER FRAME. - L M THE CONCRETE SHALL BE SO MIXED, TRANSPORTED, PLACED AND CONSOLIDATED THAT DISPLACEMENT. JOINING OF GATE FRAME MEMBERS BY MEANS OF WELDING IS PERMITTED PROVIDING THAT A DENSE, HOMOGENEOUS CONCRETE RESULTS WHICH HAS A MINIMUM IN-PLACE 28 DAY STRENGTH TOP RAILS SHALL NOT BE CUT TO FACILITATE FIELD BENDING. THE METHOD OF BENDING AND JOINING TOP RAIL co y O THE WELDS ARE FULL PENETRATION FILLET WELDS THAT COMPLETELY CIRCLE ALL JOINTS. THE OF 2500 PSI . THE MIX SHALL HAVE AT LEAST FIVE SACKS OF CEMENT PER CU. YD. SETTING SHALL NOT REDUCE THE BENDING STRENGTH OF THE RAIL BY MORE THAN SOX. LOU O COMPLETED JOINT SHALL BE AT LEAST AS STRONG AS A JOINT CONSTRUCTED OF BOLTED-ON ACCELERATORS ARE PERMITTED. ALL HOLES MUST HAVE NO MORE THAN 1 INCH OF STANDING Q - FITTINGS. ALL OUTSIDE SURFACES BURNED BY WELDING SHALL BE, AS A MINIMUM, COATED WITH WATER AT THE TIME THE CONCRETE IS PLACED IN THEM. 8. G OF ALL CORNER AND ANGLE ,POSTS ON FENCES 6 FT. HIGH AND OVER SHALL BE ACCOMPLISHED BY MEANS OF A Q 3 0) AT LEAST TWO COATS OF ZINC RICH ORGANIC PRIMER AFTER ALL WELD SLAG AND PROTRUSIONS HAVE FOOTINGS FOR ALL FENCE LINE POSTS WITH FABRIC 6 FT. AND OVER SHALL BE PLUMB, 10 1 1 4 YNCH PIPE BRACE OR COLD ROLLED SECTION OF EQUIVALENT SECTION MODULUS, PLACED HORIZONTALLY BETWEEN BEEN REMOVED UNLESS THE FRAME IS HOT DIPPED AND GALVANIZED AFTER FABRICATION. INCH MINIMUM DIAMETER AND 36 INCH MINIMUM DEPTH. FOOTINGS FOR ALL CORNER POSTS THE CORNER OR ANGLE POSTS AIIL THE NEXT ADJACENT LINE POST. A DIAGONAL ROD SH*LL BE INSTALLED FROM THE U CC OLD SHALL BE PLUMB, 12 INCH MINIMUM DIAMETER AND 36 INCH MINIMUM DEPTH. MIDDLE OF THE LINE POST TO THE BOTTOM OF THE CORNER OR ANGLE POST. O � Q 00 THE DEPTH OF THE FOOTING SHALL BE MEASURED FROM THE TOP OF THE ORIGINAL GROUND 9. ��TES SHALL BE INSTALLED WHERE STAKED OR OTHERWISE INDICATED. GATES SHALL SE HINGED TO THE GATEPOSTS to = 3 OD SURFACE EXCLUSIVE OF ANY GRASS OR FOREST DUFF. THE THICKNESS OF ANY FILL THAT II�MEANS OF GALVANIZED HEAVY MALLEABLE IRON HINGE ASSEMBLIES W(1ICH SHALL BOLT TO THE GATE POST. THE U) + N H HAS BEEN MADE IN PREPARING THE FENCE ALIGNMENT SHALL BE CONSIDERED "IGINAL GROUND EXACT LOCATION OF HTHE GATE WILL BE STAKED OR OTHERWISE INDICATED BY THE OWNER. Q Or W , ONLY IF IT IS COMPACTED TC AT LEAST A BOX OF THE MAXIMUM DENSITY. OFFSET HINGES TO PERMIT A 180` SWING SHALL BE USED. GATES SHALL BE FRAMED SQUARE AND INSTALLED WITH THE HINGE LINE PLUMB. THEY SHALL BE BRACED HORIZONTALLY AT MID-HEIGHT AS INDICATED ABOVE AND ALSO DIAGONALLY BRACED FROM THE UPPER HINGE POINT. ON DOUBLE SWING GATES, A DROP BAR LOCKING DEVICE THAT Z > (CO EXTENDS THE FULL HEIGHT OF THE GATE SHALL BE INSTALLED. THE DROP BAR SHALL INDEX INTO A 12 INCH MIN OQ W PASS THROUGH DETAIL IMUM LENGTH PIPE INSTALLED AND CONCRETED INTO THE GROUND. THE TOP OF THIS PIPE SHALL PROJECT 1/2 INCH w J (V J SCALE: EXISTING FENCE\ A13OVE THE GROUND T THE ENTRANCE THE DROP SHALL E AT LEAST INCHES INTO TTHE DOZ O 1 1" IN THE LOCKED POSIION, BUT IN NO CASE SHALL THE DROP BAR ENGAGEMENT BE LESS THAN I5 REQUIRED TO PREVENT= 2= 2' THE GATE AND DROP BAR FROM BEING PRIED UP AND THE GATE OPENED . Z ]• cmw Ql ALL LANDSCAPING ON INDIVIDUAL MOBILE A SWING GATE HOLD BACK SHALL BE INSTALLED ON ALL GATES IN A POSITION WHICH WILL PERMIT THE FULL WIDTH w HOME SITES TO BE DONE BY RESIDENT OF THE OPENING TO BE USED._ PLAYGROUND SIDE 10- TOUCH-UP - ALL COMPONENTS WHICH HAVE HAD THEIR PROTECTIVE COATING PENETRATED (INCLUDING FASTENINGS) TO , ., 30' BASE METAL, EXCEPTING ONLY THE CUT ENDS OF ALUMINUM COATED WIRE USED IN THE FABRIC, DURING SHIPPING, _ HANDLING OR INSTALLATION SHALL BE CORRECTED IN THE FOLLOWING MANNER: - - O "'�� ^� A. REMOVE DIRT OR GREASE. } B. TOUCH SAND AND PRIME WITH THE MANUFACTURER' S RECOMMENDED METAL CONDITIONER. - - - --- - C. APPLY TWO COATS OF A ZINC RICH ORGANIC METAL PRIMER. NEW FENCE 6" IN FROM PROPERTY LINE (6 ' HIGH) FENCE 0. DO ALL PREPARATION AND PAINTING IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. 11 . CLEANUP THE SITE BY REMOVING ALL SURPLUS MATERIALS FROM THE PROPERTY AND SMOOTHING OUT THE GROUND THAT ..-_ AS Us BY .CONSTRUCTION OPERATIONS TO AS NEAR THE ORIGINAL CONTOURS AS IS PRACTICAL. RE-SEEb 24' GATE ALL DISTURBED AREAS. INSTALL FENCE AT LEAST 3' IN BACK -- 6' O HIGH FENCE F FIRE HYDRANT AND WATER METER. '- -- - - (SCREEN TYPE) CEDRUS PLUMOSA AT 10' O. C. OR - - OTHER SPECIES THAT WILL P 0- ---- -- - } 6' HIGH FENCE + + 20D'EI _ } r - - - - - - - - I- (SCREEN TYPE) HEIGHT. S FROM I TO d 0 1 A DENSE MASS 6.0' MIN. SETBACK N _ �.il 36 37 n 39 c4-J 41 42 43 I 44 - _ O - - I I i I 1 I 4 " 1 ' ' f L - -I - '- - I - I I _ _ _I 1 , 1 ' , 1 I I I 1 I i� _I_L_T I - I 1 47 48• I 49 I 50 Sl S2 �g, 54 1 �55�1 ! G PLACE S.E. �- - -- -- - -I - -- ;- -s' HIGH - - 3 1/1 FENCF� _ I- -1 I . , I I 1 : I I I 1 ' i �:-' i - -. F-i I ' I 5 I i L 10' LANDSCAPE W L _ _ _ fKyS! i 1 ' 1 I I STRIP a �- �o - _ _ Go- _ 8' GATE 'I Iyl L - _I L I - I .' _ :_LL _ _ .�. �_ y� � I I � �I SEE DWG OIL IL FOR \L 32 �' .,� ATE DETAIL) - - - TT L - --� r - JUNI ER TAMS, '^ REC. AREA - -_ _ - - _ - _ _ P V/ 1 I 1 - , I : 1 I J r - - 1 - - -, 1 1 GALLON SIZE - - - - _ PLAYGROUND MIX _ I 1 . 1 AT 3 O.C. --88 III _ _ _ _ r ! -� 63 62 _ 61 600 �� 8 . 85 80 77 - --_ FENCE ~ V/ Z _ _ TV ANTENNA - - .1 1- - - - ) �- - - - I p . J e 1 0 I } - - - - - - V) a Z � - ice - - - - r D Bl ro 76 - _ i ' N _ _ o EA r - - -� _ - _ C _ J a a i 3 J _ (nl AREA I/ T _ _ _ G i N 1 90 84 N I _ _ 73 PASS I_ _ _ � : r_ S _ _ F- ' -i Q THROUGH O H 98 93 00 Oi 02 01 , 92 93 I 94 95 96 97 O a O O I - - , 3 1/2' FENCM AT W 0 C) 30' FROM PROP. F- -O LINE Q � 91 Do 83 62 74 1 I - - -I I ' - I . _�_ I . O O _ 75 ' � 1 r� I IHIGH2," �- y O W C) ��I s � O Z to -GATE - -jr�;�-- --�.'"- Q W Q - - 3 3/2' ALLEY i � - - -�-_, I Z Q 3 26 - G ST. S.E. - HIGH --- ; - - - - - w r w 1 I 1 Cr� ILI 1 j�' '. -IDI 1 '�Oh _I� - -v ' �' OG_ '-� �I �. lO : I 1 J 2 03 4 �3� �22 21 1 20 O 18 - 17 16. m O o Q N. m + z Y EXISTING FEND 0 . 5 ' TVP, SEE DWG 016 FOR - Or DIMENSIONS AND a 6' HIGH FENCE LOCATIONS z (SCREEN TYPE) F "- 50' � Z xZ Z) W w ¢ ' , I J � CD W m D7 O � Q r Q < O Q a Qitoa 88DIO20 i7 of i7 DE "�' 346