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Home My WebLink AboutzD-2162Set04 a cV i (V I ry a o LLi F— i in Z Z L:J U LiJ g Q >- F- O Z WCL Q� mCZ� Q �Z J C4() CC 0 N O Y LLJ L'J Z N Q W a.D+ O o z H of 3$ ay u W (L �E �u c lit, c Du FL -F7T- s' n z z 4 I NE 27th ST../ABERDEEN AVE. NE STORM DRAINAGE IMPROVEMENT AND EAST KENN Y,DALE SEWER INTERCEPTOR NOT TO SCALE NOT TO SCALE SCHEDULE )p A„ SHEETS 2-7 WASTEWATER UTILITY DAB I_ BEFORE YOU DIG CALL SCHEDULE a�B" SHEETS 8 -12 WATER 'UTILITY DAIS Z 0 Ln _ THE 48 HOUR LOCATORS SCHEDULE "C" SHEETS 13 -15 WATER UTILITY DATE 1- 800 - 424 -5555 SCHEDULE D SHEET EE 16 UTILITY SERVICES l D RECTOR DATE I w _ * %T s, DETAI — LS SHEETS 17 18 MAINTENANCE SERVICES DIRECTOR DANE 0 z . Sw/o 2'T —itl I S — 2162Q1 _. PPANNEDNARIA z sC� m�%Lu N " m Lo ^ co N 4 N N MON. IN CASE U I r C� I N 191284.6698 I - �i 1 I s ^ N E 1304026.6393 ' U I z 1 l 'I x� SET RR SPIKE R N NORTHWEST ( / / (r �/ ( I 11 `� - _s ,w w FACE OF A DYING 12" ALDER LE. 24 "CONC.(SE)= 229.77 I 1 (/J I (^ j= - ELEVATION = 241.58' cV /. ( �' u _ 1 2 ALDER ( l l( 1 I $ a �� / I I `�'� `� �� ' ~�ti` FILTER FABRIC FEN E SHALL �... d (/ ^ / I / / c c'1 p - - BE CONSTRUCTED #ND IMAI/4TAINEp W w ( N �. _ 1 "ALDER E fj ?� � � W CB � / I I / + .,- CITY - OWNED" ALONG DOWNHILL DG 0 CON TRU TI / !' m= w w FASEMENTS TO PROTE T ETLA D (A D /( W V RIM = 239.81 i- ! _ _ 4 SLOT 4, WELLS SHORT PLAT _ u �' r WOODED AREAS. W LU L I.E. 8' CONC.(SSW)= 238.01 // W / w W W w / \ I _" ALDER( ti o ( ! �^ ¢ ( 6' �/ / / _ - - _ -\ PLDER i _ z DEFLECT 18" O.D.I HDPE SS/ / o r \ �. - - - 240 w FROM NARROW TIj li H TO ( / Z / / / l I_ r - - - - e 09 Q v J TRANSI �ON IF AIOOIEET.((( /7' / 8 Wd / I 1,2 "DEC p'TC9 9 %�( ' Wg W EX SSMH „A" 1 '!�!iF - - - -- / �- 3 BRIM 242.1 / I / �z _ �} P ( ( W Z H 12 "(E,NW) 10 "MAPLE 1 / :� - HOUSE ODe�W INV E 23009 z 2x6 "ALDER �Z 8 „FIRS - - J (NV NW 229.99 \ / / I �, I I z c=J .NEW 18" O..1HDPE SEWER � d 2x8 "HEMLOCK _ N 0 ® ASPHAL % yw x d ANGLE POINT iN ` 5" , �S /ANGLE POINT 1lii t ® ; / DAVE - 5 anon EAS eNi_ O.D. HDPE SS LINE •- - T F �" - / i 0 "i61R Z 1n } / / SS G'ARAG ` / c•t N 191191.0907 O. D: HD6E'S� LiNE� ?t 5+9 W ZJ t E- 13039868209- w 192045:606 j L/L / / W/ xb H i / /,` g Z LU y F �\� ' CO � / j art - - - ®/ S - •:r ,..;_. -K -. T•.- <,,. -.� .•�.r. +*-. :�. ;,i / / �.. ^STiBORI d/ %i%% 1 ..,,^ / W _. n ' /y�/ , n / / • / a/ ^', -� =� >- H PLUGS�� _.. - = / ...E S(T B4ORI / /.. / r./ / / / / / LiI/ V J - TRENC / �, ' AGARAGE I EM f :20' TEUVOwaY 5 n° � of �� + /' / / / 5 14 "FIR SUCTION EASEUEN ANGIF POtNNN 28" NEW 8" O.D. HDPE STORM / /// i / 30 FI� _ w` 0,8. HDPE SS LINE 91JGL/F POIfVT IN 28^ / / j , / / / _ �l 191191.1139 O.D. HDPb SS LINE s ` E 1303984.5210 i / / / / / N 1303983 3894 / / 15 /INI j / z �- E ` CD of /i / j a / I? FIR LAWN ? ��I / o / /X 30 FIR / 8. EDAR -� DEFLECT NEW STORM AROUND a� c� X --L- -- X --�-- X -�-- -- d \a / / i CONTRACTOR TO PROTECT y ti E- z / / / N NEW SSMH /2 GARAGE I ADJACENT TO D SEWER W a / Rv5 TYPE -2 �h 4' MESH�'J'�� A ANDON EXISTING CB 5�',FOOT EASMENT AREA. W (nPICAL) n✓ uE HDA BENCHMARK "BM. 18" RIM- 243.09 _ _._ _ �E / .5 // 10 / I.E 15'CONC.(SE,NNW)= 234.89 SDMH I SET RR SPIKE IN EAST �� / FACE OF A 30" FIR 16 gtic, / RIM 42.,,6 ^ 11 Ern / // c� „ I E 15 CONC.(E) 235.96 NOTE. ELEVATION 260.81' a � // \ X S RUB 243si LE 15'C,ONC.(NW) 235.8b SIDE SEWERS SHALL HAVE A MIN. SLOPE OF 2X FROM 'THE SEWER MAIN NOTE: 12 "(SE,NNW) INV NW 229:88 TO 'THE ADJACENT PROPERTY LINES. INV SE 230.21 SIDE SEWER STUBS SHALL BE 6 FEET ALL UNDEVELOPED AREAS WHICH ARE •I u DEEP AT THE PROPERTY LINE IF POSSIBLE. DISTURBED SHALL BE HYDROSEEDED. SCALE I �� = 2 O ALL DEVELOPED LAWNS SHALL BE E1 SSMH 1 RESTORED WITH SOD. CITY BENCH MARK *4266 a EX. SSMH "B" REMOVE EXISTING MH AND REPLACE ELEVATION. 247.87 FEET N 191346.5039 WITH NEW 48" MH WITH OUTSIDE LOCATION: Intersection of NE 28TH ST " E 1303936.9951 DROP SDMH 2 g Jones Ave NE. RIM = 243.49 243.51 EIMis "•P44,o 7 NE 'H 191278.70 N �W 48 &1 DESCRIPTION: 28 f .fcopper nc. m . II 12" NW = ^ _ 220.88 N 464��1 � N 494&BI,idP4.191004 dla.' round wn In mon. SE = fig Oil 230.21 E lE 16" SE _ ___.': 230,11 down in mon. case. IE 16" SW = *60.00230.91 RIM = to e&243.76 THE CONTRACTOR SHALL PROVIDE IE 24' SE = *'69,16 -2 w IE 16" NW = •05663. 230.11 IE 18 "O.D. S = fSP1.1b 237.09 SHORING PER THE SECTION 7- 08.3(1)B IE 24" N = -moos ► 2 IE 18 SIN IE 1s" NE _a�-e6 H A- PECUL PROVISIONS. (TYPICAL) CERTIFICATION ,• a � �'� �•=0 OF THE S CB /11 I HEREBY CERTIFY THAT THE HORIZONTAL AND CAL NEW 46- TYPE -2 SsM SSMH 3 LOCATIONS OF THE TOPOGRAPHIC FEATURES SHOWN HEREON ar N N +61369,+x191310.88 �N�191284.6698 NEW 48 SSMH ARE THE RESULT OF A SURVEY MADE BY ME OR UNDER E 0009901.8920 E 1304026.6393 N }97•BB�:•1•jw•P9.19100a:B1 !, MY DIRECTION. o` RIM = 243 '' R7M .•a.z.247.17 E �a0a09e- Eese1303947.42 6601* o \ IE 28 "O. D. S = Yd699238.67 IE 16 NW = Pd0216 M.99 EM16" SE O •P66.B+24LOO �C LMfi F.D. RINGEL L S. 23613 DATE i u �y IE EXISTING 15" SE *96x3+ 05 - I o o _ IE 16' N - *60- * 24839 o0o sA+ /ve �yx n -c3 IE 24" NW = x;!3 rOO,234.78 .................. :...................£ X.' CB......... ............................... .. ..... .... ....... ... .... ...... .. ........ ..,..,..,,... N 19lS2b.8 96� E 1303967.1224 ' a RIM = 243.09 1 a - ' TES BORING :........ IE 15" SE _ 234.89. - a IE 75" NW - 234.89 .. :.... ........:.........:........... ...... .... :.........:.T E .PROP.OSED.HDPE.STORM AND..:'...:....,: ......:............. .....:... .....:.........:.... ... .:.....,..,:.........:...�.7.0, ......... :.... 2.x.0 .......:....... T DPE SANITARY SEWERS ,LINES SHAI;L ; ° HAVE A MINIMUM COVER OF 4 FEET, AND A MINIMUM SLOPE: OF 0.5X ' FROM } 2.6.0... � .................. AND S 1413 ND SSMH/12'TO SOMHj12' M m , M :. ........................... ....... .. :.. :........:... :,•.....•.:..2.60 , ,,,,....: ,., ............ ..... . . .. TEST BORING S �. W TRENCH PLUG HB -1 _ La :W N 191',185.7205 - �: W :N TRENCH PLUG XISTIN 0% E 1303985.7247 (SEE DETAIL SHEET 18). - 2. 5. 0 .......:..................................................................... ............................... ............ ..... N.:.........,.. ..,....;,..2.5..:.........:..,. . E• 1303985.0902 :... ' ;j'✓ ... �... -• W (SEE ,DETAIL SHEET 18), W - _ :_ _ _ - - - - - ,�PPoX - eotTOM �'J ' Uj -- - - - -r T - • - - 3D4 LF OF 2$" O.D. HDPE SD ROUN WATER : V L U) a n I i MIN. 0.5X BETWEEN CB /I1 NpV. 18, 1998 ; t rn .... ......:.......�....v.......:... .....:.... ... .:.........:..,..i..........:.. ..AND SDMH.�12 ......... ...... ..�'... ....... .. ...... .... ..:...... ... .... .....,.... ....... ., ,,..,.•. ,4.0,, ......... :. _ 176.55 LF OF 1 ; -- 8' O.D. HDPE SS O ,MIN. D.SX BETWEEN SSMH ;�12 OF. TEST' BORE• cJ AND.SSMH3 ; PROFILE SCALE .... 2.3.0 . ... ................ . .. 2.3........... - - - ai.11i . , . q -: LF OF: 16 C905 P.V . .. . 78 O.is SCHEDULE A" WORK ALL .WORK ON THIS` SHEET'' IS: SCHEDULE "A" VERT'. 1 -10 ' -PI- LF OF 16" C905 PVC SS O' 9.+1X, / ; SCHEDULE °A" WORK *9 LF OF 16" C90, PVC SS Q 4x4* ; 2.2.0 .......:.........:..... _. .. :.........: ........:...... SCHEDULE,�A..WORK.. .1.......... ..:...... ....... ... :... o ww�_l� -y4;rl SCHEDULE "C" WORK �.. ..... .......... ............ ................ ..................... . Z SwP- 17 -s/st SEE 'SHEET 13 S 1 2 2 vX ,.rr " SCANNED MAR 9 92000 r xa U, .,. I. IF 0�1 i 9 R$ i 9 3 N cv m � E � N N 1- C ZZ W LU u OC> LL1 US 1-" Z = Z oUA 9L .E W Lu 92 W 4 4cZ J � Q i" OWN Z UJ o be Z 127 � OC LL1 0 uu °o �H a u c€ 9 E. \°SE1 c �� rn om FL c Yq =� ri ;Opp �_ \ \�\\\ •_ \ - - -` x 7 �\ \\ \\, \^ I dWy� = - TEST SORINt- -� S \ \ \ \ \ �� e -IO (� - - -�`� . \ \� \ \` \\ \ \ NEW 24" PVC STOR \ 1 0 "AAA PER '_ UJ . • -\'� , �I / --- -' ��, - }}��77' J / - y I v ` = / FABRIC, -FENCE SHALL 9"ONSTRUCTED AND -MAINTAINED 1 'OF 2gs SEE SHEET 5� ` \ - ALONG DOWNHILL EDGE .CONSTRUCTION - ILL --_ =� EASEMENTS TO`RQTECT WETIAND AND ' Ia TEMPORARY- -. '- - , ' -CONSTRUCTI 'EASEMENT / CT y _- �- / / / / IYHI �/ , / AMT \\ _ < =- _ w _ 'WOODED AkEAS REGRADE SLOPE AND PUCE 2 -3 MAN ROCK AS DIRECTED BY ENGINEER 1 NID J5' UTILITY rME/ME16 - - \ NEW T6"-PVC SOWER _g \� -\ - - - - - - - 1. T� L \ \: '� '�.. \ \ 10' TEMPORARY - -7 BR .c_ \ ` 12 "MAPLE \ ,10 ,y2MAPL -€ 8 ' F -20- TEMPORARY__) / ` --CONSTRUCTION EASEMENT - - - ,LAW - _-�� 15' UTIUTY EASEM N:190890 .5555 _ -_- - - _ - _ - w 1 PLUG MJ 09 1 --- 4x24'_MAPLES - - -- J > 2" ,TAP AND 2" TEMP. - - - - - - f E 1304248.6 _ ch SCALE 1 " _ 2O ° ALL UNDEVELOPED AREAS WHICH ARE y I AND DISPOSE OFRA LOVE L DISTURBED SMALL BE HYDROSEt ED. ' BLOW OFF ONESHTYIB � S' SIDL)SEKR N Y9088d.3735 W EXISTING ,4" DIA. POSTS ALL DEVELOPED LAWNS SHALL x` PER DETAIL E 1304366 1668 > THIS WORK SHALL`BE ELEVA77ON. 247.87 8" WATER 45 BEND (RJxRJ) CONSIDERED INCIDENTAL CITY BENCH MARK 288 RESTORED WITH 500. 7' STUMP WITH CONCRETE BLOCKING � V TO OTHER! WORK LOCATION: fnforsooK� t HE 28TH ST tAP PILE A Jones Ave NE, DESCRIPTION: IS' copper pin on 5' NOTEq N 190945.9532 !a. round cone. man. SIDE SEWERS SHALL HAVE A MIN. HDA BENCHMARK "BM -77" E 1304436.2868 0.2 /eN down In man. case. SLOPE OF 2X FROM THE (SEWER MAIN i 8" WATER: 45• BEND (RJxRJ) TO THE'ADJACENT PROPERTY LINES. SET RR SPIKE IN NORTH SIDE SEWER STUBS SHALL BE 6'rur ROOT OF A 36" MAPLE DEEP AT THE PROPERTY 'LINE IF,POSSIBLE. ELEVATION = 264.00 j : t All SSMH 6 TEMP. BLOW NEW 4d Ss SMH N 190890.33 55 E f304248.64 SDMH 4 N 1 0365.766 E 44044ANOWR1304al.Y7 -OFF ASSEMBLY N 4 E 1 WATER: RIM a *#41st 2847! N 000000 40 1 8 WATERt LIE' BEND RJxRJ) IE 16" E ■ #66M261AS E la84aMPi�831 .1 WITH CONCRETE: BLOC 1 NEREdtt CMIFY TIMT TIIE NCRIM MTIAL AND VERTICAL NEW 46 SSMH RIM a .#8BP#} IE IS"' SW w #&a„ 20411 LOCATIONS OF TK TOPOMPVAC FEATUN IX SIIn I NOIEOII SDMN 3 SSMH 4 - N 49#89i49B8i 1 , IE 74" HE = 484iiB+ MIRY T OF A ILIIRVCY MAN BY LIE OR UNpEIt NEW 4B SOON ,1 E � ,� 24" W s #6L4p& N 1!0!4!:.95 .1Q_i E E 1304438.2 f E ttle9s�113041 as RIM w !8#1!8" i4.7.i 14O•� EIM18" Nl E aft 250.E 8 WATERt 4 IA MINIM L.S. 238f3 - � RIM a 40pros8$b1��' IE 1 B W a Y88ii? Zd1.07 SDMH ! - - - - _ _ -.__- CONSTRUCTION EASEMENT -\ 7' 3,,0 Q R\ ILA \. \ / / - -TW` �6 \\ \� \� /- / W N X30 .36"C - \ \ \ \ \ \ ® , 15' UTILITY EASEMENT /� 14 "MAPLE 12 "MAPLE CT I /// / (LAWN // T dWy� = - TEST SORINt- -� S \ \ \ \ \ �� e -IO (� - - -�`� . \ \� \ \` \\ \ \ NEW 24" PVC STOR \ 1 0 "AAA PER '_ UJ . • -\'� , �I / --- -' ��, - }}��77' J / - y I v ` = / :, .r� ?, 2gs RE IA RIFlo! rM►284 N W . � �. -- -. , \ _ _ . \ -� , \. >. ` `� - ._ -- -_- \�� - - =� �i �` ' Ia TEMPORARY- -. '- - , ' -CONSTRUCTI 'EASEMENT / CT y _- �- / / / / IYHI �/ , / AMT GS MEN . HORSE PASTURE - -- -�c \ \ - 1 _ 7ES-T 4BORINQt_ � � � 4 "DIA. / / 24" ERRY ALUM. ST NCHIQNS „, ' ..................: \ ` 12 "MAPLE \ ,10 ,y2MAPL -€ 8 ' F -20- TEMPORARY__) / ` --CONSTRUCTION EASEMENT - - - ,LAW - _-�� 15' UTIUTY EASEM N:190890 .5555 _ -_- - - _ - _ - w 1 PLUG MJ 09 1 --- 4x24'_MAPLES - - -- J > 2" ,TAP AND 2" TEMP. - - - - - - f E 1304248.6 _ ch SCALE 1 " _ 2O ° ALL UNDEVELOPED AREAS WHICH ARE y I AND DISPOSE OFRA LOVE L DISTURBED SMALL BE HYDROSEt ED. ' BLOW OFF ONESHTYIB � S' SIDL)SEKR N Y9088d.3735 W EXISTING ,4" DIA. POSTS ALL DEVELOPED LAWNS SHALL x` PER DETAIL E 1304366 1668 > THIS WORK SHALL`BE ELEVA77ON. 247.87 8" WATER 45 BEND (RJxRJ) CONSIDERED INCIDENTAL CITY BENCH MARK 288 RESTORED WITH 500. 7' STUMP WITH CONCRETE BLOCKING � V TO OTHER! WORK LOCATION: fnforsooK� t HE 28TH ST tAP PILE A Jones Ave NE, DESCRIPTION: IS' copper pin on 5' NOTEq N 190945.9532 !a. round cone. man. SIDE SEWERS SHALL HAVE A MIN. HDA BENCHMARK "BM -77" E 1304436.2868 0.2 /eN down In man. case. SLOPE OF 2X FROM THE (SEWER MAIN i 8" WATER: 45• BEND (RJxRJ) TO THE'ADJACENT PROPERTY LINES. SET RR SPIKE IN NORTH SIDE SEWER STUBS SHALL BE 6'rur ROOT OF A 36" MAPLE DEEP AT THE PROPERTY 'LINE IF,POSSIBLE. ELEVATION = 264.00 j : t All SSMH 6 TEMP. BLOW NEW 4d Ss SMH N 190890.33 55 E f304248.64 SDMH 4 N 1 0365.766 E 44044ANOWR1304al.Y7 -OFF ASSEMBLY N 4 E 1 WATER: RIM a *#41st 2847! N 000000 40 1 8 WATERt LIE' BEND RJxRJ) IE 16" E ■ #66M261AS E la84aMPi�831 .1 WITH CONCRETE: BLOC 1 NEREdtt CMIFY TIMT TIIE NCRIM MTIAL AND VERTICAL NEW 46 SSMH RIM a .#8BP#} IE IS"' SW w #&a„ 20411 LOCATIONS OF TK TOPOMPVAC FEATUN IX SIIn I NOIEOII SDMN 3 SSMH 4 - N 49#89i49B8i 1 , IE 74" HE = 484iiB+ MIRY T OF A ILIIRVCY MAN BY LIE OR UNpEIt NEW 4B SOON ,1 E � ,� 24" W s #6L4p& N 1!0!4!:.95 .1Q_i E E 1304438.2 f E ttle9s�113041 as RIM w !8#1!8" i4.7.i 14O•� EIM18" Nl E aft 250.E 8 WATERt 4 IA MINIM L.S. 238f3 - � RIM a 40pros8$b1��' IE 1 B W a Y88ii? Zd1.07 SDMH ! 1 It 24 E' a •B94,rt�2�l.Yd Os�AM/re fE 24" W a 11!6MZ4� " IE 18 E _ lMfirhr� ",'��.� IE 16" NW a •BiFr9iZ�.74', 8" WATER MAIN FROM RE IA RIFlo! rM►284 N 130899.4894( T4, N 190890.5553- if 24" E ='lBllM•281.N ............... ' ..................: E 130 4306.1071 E 1304248.6409 - SHALL- BE, PUSH, ON, JOINT, PIPE... ......... .. IE 24" SW iBl75.281.3Y ..,...., : :TEST BORING : %Q B.1 B "WAURMI FVie, ....Z. ....:.........:....... .... ..... ...... .... . ..... ..........:......... :.......... ......... , ..... T N TP_f .. .......... N:190944.72 9#•4896 E :1304495:720,# .....E'1JA4306:f07f• ; • , ... , .. , . . , ..... , ' :270.,,: EXISTING GROUND: SHALL DE RESTRAINED - TEST BORING JOINT PIPE AND FMWOS ��.... .... .. .'... _ --..:..` ................... ................... � ' - 3', MIN. COVER, - -- ..- - --__ -,.. ., �._ - - -_ r_ -- NEW 8" 6i WATEP MAIN WITH FOLYWRAP _ 1tMa4i '221 _ _ . am � W 2 4 w W T LF OF 24' C903 PVC :SD 4: O.SX : •PFd+BP Lf OF 24 "COS PYC 50 O b.3X M Lr 43F 24' C #0'J: PVC 30 I .Yiillt I X50.. - - - - - �! - - .. La;� - CF 71F '141 "' C905'PVC'SS'C'l�Bllf' : iQ4 0.4s APPOk.- BOTTOM- ; • 404r84•'Lr'Qr.16" •0905 4>VC- 88.4 0.5X• :210 - �� PB•Lr or fe"` eras Pva is e,P.: ,,..,... : :250: d N cc - I N N - Q N O W a ZW W LL,W W �O Z Z cc W 06 Q`3E W co � y 4Z W CA LO Z CM trV 0 Y Z� CA 41C W ;I Z oc OQ 3E° E- 4 �z . a L �E E a, c_ c om n.� 0 R i N I U NOTE: GRAVEL ROAD RECONSTRUCTION WILL BE BETWEEN D FILTER FABRIC FENCE SHALL ABERDEEN AVE NE AND SSMH #6. THE ROAD SHALL CU BE CONSTRUCTED AND MAINTAINED BE 15 FEET WIDE, 7.5 FEET ON EITHER SIDE OF F-9 ALONG DOWNHILL EDGE OF CONSTRUCTION THE CENTERLINE OF THE PERMANENT EASEMENT. HDA BENCHMARK "BM -10" EASEMENTS TO PROTECT WETLAND AND THE ROAD SHALL BE 6" DEEP COMPACTED CRUSHED SET RR SPIKE IN WEST D I s M WOODED AREAS. ROCK PER SECTION 9- 03.9(3) (TOP COURSE) OF THE FACE POWER POLE, STANDARD SPECIFICATIONS. 3: ITT I w ON E. SIDE ABERDEEN AVE. N.E. W z I a 220'± S. OF N.E. 27TH ST. W ELEVATION = 285.43' 3;: CITY PARKS 3: �' � w PROPERTY 20' TEMPORARY �� V~i CONSTRUCTION EASEMENT z W `v BRUSH , O Z a -_ - - -W - - -- "5 - - - -- �° BRUSH �\ S -- iii- - . ' / J r - - - - .��- - - 1- �. r / \ \ \ \I \ /' 15'�UTRITY EASEMENT - , LAWN LAWN �I - f UTILITY EASEMENT' 1 TEST BORING \ \ ) \ (, PAS ; ` J�-1 \ \! \.\ )✓ R/R TIE P.ET. WALT 4'P BRUSH - -- _ SEWER (I I I (' n ' �- -- �- -- - -- \ - -- - - `\ - --- )_ - -/- SSMH /8 A h „ .. ,�. _. ,= •L ,_ ..:.:- :,,, -.s SSMH 19 AWN I r / / / b - - -- - _ - -_ - \ N 190941t.S`097' r - I I (�(� r ) )', NEW 2�" PVC STORM INS ALL 20 LF OF 8": PVC�3`O 1.0X TO \ *� - \ E /3049%5.6721 / J ,INSTALL B OF 8" PVC \ N f999Pf.4"&1�1p.70 11 I 1 -8" GArE YALVE (M J) AWN SS O 0.5X AND CAP END. I1$M 8" DI WATER \ \ E,Ta 1�908� I 1 1 \ �E ?• DFUSH IE OF 8 ",AT CAP = 265.64 INSTALLE'CLEANOUT TO EIXISTING S INSTALL METER BOX L - - - °..- ( - - -- - - -- - - -- - IE OF 8" AT C.O. _ .275.20 1 I o .,SERVICES W (TYPICAL SEWER - •4---- - - - - -- - -- - -- - - -.- � - - - -- -_��.g �,= 1 / III y O7 NEW 6" SIDE TO NEW 8 WATER MAIN. LOCATION i - (Y j� - - o C I I I TO BE FIELD ADJUSTED AFTER CONTRACTORS IY \ T v r LOCATES EXISTING SERVICES. U NOTE• 25' TEMPORARY CONSTRUCTION EASEMENT) `ti W III I I `;� m N JM. ST NCHIONS SIDE SEWERS SHALL HAVE A, MIN. \ I ( - \ I =E HDA BENCHMARK "BM -15" OVERHEAD POWER AND TELEPHONE MAY REQUIRE - �% SLOPE OF 2X FROM THE iSEWER MAIN TEMPORARY RELOCATION TO ALLOW ROOM FOR CUT IN: SCALE 1 =20 SET RR SPIKE IN NORTH TO THE ADJACENT PROPERTY LINES. CONSTRUCTION. N 190936.8983 FACE POWER POLE, ON SOUTH SIDE SEWER STUBS SHALL BE 6 FEET E 1304924.5005 \ 1 SIDE GRAVEL DRIVEWAY, OPPOSITE DEEP AT THE PROPERTY LINE' IF POSSIBLE. 1 6 "x6" TEE (MJxFL) W1 CONC. BLOCK 1 NORTHWEST CORNER,', HOUSE #2623 1-6" GATE VALVE (FLxMJ) CITY BENCH MARK #266 ELEVATION = 265.42' 1 -6" GATE VALVE (MJxMJ) 1 ; . ELEVATION: 247.87 FEET 2 -6" RD-MAC COUPLINGS DI TO STL I LOCATION: Intersection of NE TH ST NOTE: CONTRACTOR SHALL LOCATE EXISTING 'LOCAL 6 "x8" INCREASER (PExMJ) & Jones Ave NE. WATER SERVICES TO HOUSES ALONG EASEMENT PER DETAIL ON SHEET 18 DESCRIPTION: 1/8" copper pin on 5" AREA AND KEEP THEM` IN SERVICE DURING dia. round conc. man. CONSTRUCTION. THE WATER SERVICES ARE LOCATED IN THE VICINITY OF THE EXISTING EASEMENT AREA. SOMH IJ7 0.2 tssf down !n mom case. NEW 48" SDMH SERVICES SHALL BE TRANSFERED TO THE NEW '8" WATER MAIN UPON COMPLETION AND TESTING AND N +9994A6666 1 11 ACCEPTANCE OF THE NEW , WATER! MAIN, THIS 'WORK E - 1d44944404416 1 •86 AND PAYMENT FOR IT SHALL BE INCIDENTAL TO OTHER RIM .1� BID ITEMS. IE 24 SE = 46frii 1 CERTIFICATION IE 24" W = 46644 -254 1 ARE LOCATIONS RESULT F THE F THAT THE HORIZONTAL AND VERTICAL POP SURVEY PH MADE 9Y S O UNDER Pr NIEWH48 SSDDM 1 SSMH 8 CONNECT 24. EXISTING SSMH /9 N 190936,8983 M LOCATIONS OF THE TOPOGRAPHIC FEATURES SHOWN HEREON NEW 48" SSMH TING N - s#44g & 190942.12 MY DIRECTION, E 4384648n3133+I3W�0. SSMH 7 NEW - SSMH WITH INTERNAL DROP 6" STEEL WATER MAIN E �4 - 1304960'02 2M3 RIM = 4T35b 273.39 NEW 6� SSMH WITH INTERNAL DROP 49 N the e;�6 190944.40 RIM - 4eP�+�62l6.22 1304909 66 I �6e- e1s254 d4 F.O. RINOEL IE 24 E =464- @9252.62 N +6996er844b 190930.43 E 1''JAylA. I E 16 SE LS. 23613 DATE: LepC IE 24" w _ -099-* 282.32 E 0 60 06661 005F 1304654.61 RIM = B66:ee 200 IE 16" W = *09.49. 234.34 RIM = iAi3rd8 273.63 IE 16 ' E = e66-00- 284.37 nAe sM /ee, IE 16" E _ ','eso..99 232:73 IE 16" W = 466.!! 235.27 I 1E 16" W = too -99-252.631 IE 8" S = #F94aj (Infernal drop connection I IE 8" S = 46644 (internal drop connection 164.67 to be stubbed out of manhole 20 LF A'' 1.0X. 'to be stubbed out o `8 O 0 5 u of manhole L X ' h F c ed ' and a Bdi 6' 284:40 and 'capped) PP ) 9Q........... ............................... °. °�.Y ............................ 290......... a 2� od 8" WATER MAIN FROM 8." WATER MAIN FROM - - - - N 190944.7206 .N 190936:8983 70 '11 190944.7206 - : oo nn E 1304495.7206 E 1304924.5005 -E 1304495.7206 6, p w...S34J ...... ............................. :.�.U.Q...:.,.. TO: SHALL BE PUSH =ON :JOINT' - o N 190899:4896 - - - - - _ : EXISTING GROUND - - - - E 1304306.1071 - - - 3' COVER MIN. SHALL BE RESTRAINED N 190944.5072 TEST BORING _ - - - - - 6" MINIMUM CLEARANCE DINT PIPE AND FITTINGS : E /304515.6721 - , B if ,244.......1.. �M IF _i-v , 8" G4TE;VALVE (MJxI{IJ) :. - -.� -.`. T R MAIN � BETWEEN WATER: AND GAS ",DI. WATER. , In :.�......,'..,. .27G .. !pj .. ......... ........ . . . ....... :.... _ ............ .• 698 4F•OF•8 :.... .......... ....... ...... ., ••.• _ W: .264. s.. :...... :...................::........:..•......:. 215. .......:.........:.........:... :....... ........�...... _.:. .. ....:..... ........: :,...,... ' .......... .....:.. N'',.........:.2:�.0...:..... (/) f69.60 LF OF 24" C905 PVCSD O 0.5X : iE8eh3 LF DF'24" C905'PVC SO Q 0.5X W; W _ _ LAJ W 149 6P LF 01 16" 0905 PVC SS Q 0.5X PVC LF C:90 v LINK $0 LF OF 16 "• C905 VC SS O firlilE : 7f.� OF T6 5 P "C 33 O . 30, 0.3X .....:.........:........ . 222.5 .....:... ......:...................:.... .... :.........:.........:........:: ... ... ...:....... ..:.........,.................. .....:.:.......:........_.... ......:.....255.;.........:.... ......:. O.d>r.�.........:..._. ... _ :... ... ,,..,.,.. ..:.�.J.O...;..... ,244.......1.. �M IF _i-v , i 0 g a N / CONCRETE N N � I �' � BI_tILDING 10" INE � CONTRACTOR SHALL LOCATE EXISTING SEPTIC - N 1"=20' I BY PUMPING EOUT TANK AND IFILLINGDWITHNSAND. ll SCALE I CONTRACTOR SHALL THEN CONNECT NEW SIDE / NOTE: 1 / Q SEWER TO THE RECREATION BUILDING. I I jW� d zW W y Li W Z GC - W a L cc W OL Li 0. ,a B W te Qa W co CC 0 ... z W ® Y z� y Q Li �T.� c o. 0 `+. sE O 3 � Hz a W' a G E Lift�fJ E �E c c c rn nom. s 3 a 9 II'l 1% ._.290. LAW EXISTING, LANDSCAPED AREA, 10 N PLAY AREA AND SAND BOX CITY BENCH MARK 1/'266 F R ? p g - - - - � / TO BE PROTECTED. ELEVATION: 247.87 FEET ^ LOCATION: Intersec})on of NE 28TH ST per' 45' BEND WITH SURFACE CLEANOUT 18" .CHERRY TREE MAD` B , & Jones Ave NE. 10 "FI . i REATOVED IF N CESSA Y SAND / T� ' IF ✓ (INCIDENTAL TO SIDE SEWER) / Q . FOR CONS CTION DESCRIPTION: 1/8" copper pin on 5" p �,� SIDE SEWER SHALL HAVE A MINIMUM ' - 1 `•• EP .r _ dia. round coot. moo. - - - - -- - SLOPE OF 2X. � 0.2 feet down In man. case. 1 ? t R �i - II y S�1 / SFF 280 ...I ...... ...... 270 ...... ......... .. LL 260:......... 1 I. : 250: LL - V g "FIjC� I- - - - - - - ��G \ z `N SAND L' > FIR - - - - ` PAY LIMIT FOR \ QONTRACT LL RELOCATE ,7 - - -SOD REST ATION v -1 2'XMA WRIaNO li E D Q Y I 10 'FIR, / I - A MODAVWi0! S. 1 �� 11� °MAPL - LAWN REMOVE EXISTING CHAIN LINK FENCE / / \ J� 14 FiR I / _ 1 \ -1 - SAWN �_� _ - - -\ - FABRIC FROM POSTS AND ROLL OUT \ /� \- I-� OF WAY DURING CONSTRUCTION. m / '1 'FI . X10 "FIR ! / \ 12 "CHEP.RY 10 "PINE CONTRACTOR SHALL REATTACHED FENCE , v / •/ Y,�v�6f I L 'FyR �" ( w `\ \ / SSMH 1/10 \ r - _ - - - - - - - - SSMH 11' AFTER CONSTRUCTION. l 1 1, v �i� 1$l�IF J 2 FIR I J�1 �� ).'_� ` �ry x \ \ ( ' SDMH 18 se SDMH -#9 / 1_4" FIR \' �V / NEW 16 VC SEWE� PAY LIMITS FOR SOD R "TORATION �-��- _ 1�,� - �- I �2 " /W�.. 3 .R e -- z - - - - -\ _ - - - -- -- - V-� -POW \ . I2 "FIR 1`a n •. I - 1 / \L., W t I / 5 „( LUSTER �. I, 8 "RIP. �.� \ \ f NOTE: --- - - - - -- J/ \� FIR EXISTING ASPHAL'� PARKING LOT 1 10 "CHER, Y TO BE OVERLAYED WITH 2" OF BASKETBALL COURT SHALL BE \ 5 _ _ j CLASS B ASPHALT 1, EXISTING GA f TO w PROTECTED FROM DAMAGE. ANY y � ( " I AV D AND EA DAMAGE TO THE COURT SHALL 4 °FIR` 6 "FIP. N6W 2d PVC STORM', _ ED, 5. \� REQUIRE THE ENTIRE COURT TO \ f 'FIR \ \ \ - REMOVED, BE REPLACED AT THE CONTRACTORS HDA ENCHMARK BM -9° 14", 16 CHERP.Y \ �� - _ - - -- - - -- 7 °` v� EXPENSE. SET A PK NAIL IN EAST ED THE GRAVEL AREA NORTH OF THE t CENTS LINE GREEN PAINTEC ASPHALT PARKING LOT AMA BE USED BASKETBALL BASK BALL COURT IN LD EpRIN S'FtR - -� ��1Y'TI , BY THE CONTRACTOR FOR A'CONSTRUCTIONi I COURT s LIONS CU16 PARK CITY PARKS-- G - - - I ! STAGES t I _ ELEVA ION' = 284.98' /I / / \ / / ip IP STAGING •AREA \IF THE AL TRACTOR ST A TEST !2011 �d ' /, AND FENCE THE ARcE T O S WORK SHALL AVE, NE B - LAWN � PROPERTY _ i IN THIS AREA, THEY SHAL CONSTRUCT L i i ALL BE CONSIDERED INCIDEMTAL.� _ ` - y ,/I I -- 1 - -- BPIJSH(. /� ice/ I \ TEST BORI G 0 1O C FR ' : x s 8 N&E� EXISTING ASPHALT PARKING LOT N 5 40' \ ® TO REMAIN OPEN TO PUBLIC - 0: NOTE: I I lN� Ll \ PARKING EXCEPT DURING CONSTUC ON LIONS PARK AND RTSUPARKIHNC LOT SHALL TAKE THROUGH THE PARK. \ 36 "APL ; C O PLACE IN THE LAST THREE (3) WEEKS OF � � "MAPLE ` \ � ' PR ENGINEER. \ _ : � � \ 1 _ - - - AUGUST 1998 OR AS APPROVED BY THE o = —_ - —FNA ; —z FM P - 6 „PVC i ` i; i s 6.,PVC 6 „PV( W _1 W — - \ F, I HERESY CERTIFY THAT THE HORIZONTAL AND VERTICAL f NEWH48 "OSSMH SSMH 11 SDMH /9 LOCATIONS OF +THE TOPOGRAPHIC FEATURES SHOWN HEREON N +98689.3986190800.08 NEW °48 "SSMH ARE THE RESULT'QF A SURVEY MADE 8YIME OR UNDERI SDMH 8 E 4----- --756- 1305035.28 N x90-11 -Be#�1904E2:8 N X19+ 190481.80 IE i16" S 25irfs 8' MY OIREC?toN: � RIM ie68e 288. E (3966147 9+z 1305041. E' 0:595049.n45 1305036.50 zeta SDMH N 1996661.11 190876. j 256.11 RIM '_ 4e595 283.88 RIM = 48��328414 - - arreett► 1, 1 I IE '16" NW - 45•i -B✓ 256.21.... /E'. 6” SE :- 458614E 257.18 /E 24” SE' - ,25Ar26 257.1.3 : `: a3B6B14- 65,'ib L " E 130503 F.D. RINGEL L S. 23813 DATE: RIM = 286:68 286.13 IE 16" N = ese to ' 257.08 IE 24" N ='1 458:+7!-257.03 tt �M /6161 IE 24 S57<+5 25ii!5. IE24" NW. . .98.I'... .. TEST. BORING.... ............... ............................... .............. .....,..... .................�.�.�........ ..... .... ............. ... D TEST BORING '� EXIS -- G J ------------------------------------------ I --- --- - - - - -- - - -- - -- -8 -2-, - - - -- -- - - --------------- ------------------------ ---- -- ,�- -- - -- TIN GROUN - - -- - - -- -- - -1 / :..... ...:.. ......:.........:... . .................. :.:............. ..............:................ ------------------------ - - - - -- . - -- ..... ... .. .................... ........ ............. ; .. 2 8 0 ...MAR GROUNDWATER LEVEL ; W 270 ....................... ................. .......................... .:.. .............................. CH °73:'(996'.:.... . APPROX. : BOTTOM OF TEST BORE V) " 0.6R :. <:. 4^ C905 PVC: SD' 0 6. 5m : LLi 260 272 0.6R 194 4 . ......................... — — — — — — ' 5 LF.OF:24 :.C9D5 PVC. SD .O Q-5fE _ 489,80 LF OF:16" C905 VC SS O $51F 464x66 LF OF 16•" C905 C 5 X _T 272.8 0.8R :APPROX. BOTTOM 1 OF TEST BORE 250 ALL WORK: ON THIS SHEET :I:S SCHEDULE A. ...... ..... . >�'� 21 sCa490,ity 240 ,PROFILE SOLE I . I 'I I HOIRIZ. ll 1 „ =20' VERT, 1 - . :. 230 230 ..... ...... ..... .. - P S 2162 5 Swp -� 7 -sib i 1 411 CD- 2I6 :or 500"C^4 sD :,.. ,. .. ,- .. ,.. ,. � . �I ,,, .. . •. . �:' ,:, SCAM w <m t I• a a a N 10 "P1 PLAY AREA AND SAND BOX � � RTS FOR SOD RESTORATION 1 j SAND 4/// !/ FROM DAMAGE. ANY < 'x THE COURT .SHALL .. = ENTIRE COURT TO N HDA E N D AT THE CONTRACTORS SETA CENTE LI BASKETBALL N COURT LIONS CL PARK NE ?4th �T SSMH 13 NEW 48" SSMH WITH OUTSIDE DROP 1 90135.08 I CL S 21! 3 o 6 W SSMH 012 NEW 16" PVC SEWER g z NEW LOCATION: Intersection of NE 25TH ST W C l E +deb+ 305115.80 J _ - y F 4C > IIW- SDMH IX I O NEW, 24' PVC STORM � o I SSMH /12 o z I -- `- 1 1 x I �\ Z - IAlaa _ -- -�� =.H 1- �i1 -I.di- -- -= �- - - - - -- - - - - - - - -- - - -n1. - - - - -- a ®= CC Lu cc 3 UJ _ 284,90 280.88, conc. mon. 0.4 feel in RIM - �8t99280.88 mona 0 feet IE case. 12" N =' 489278.74 1 \ m� a C az J N -- - -' _. ` 190432.18 E, t ae5 i ee. ee9P 1305121.1 B RIM - 69283.97 85 257. mon. t 2' S = 6 278.87 CB 2 " _ °z IE 12 E - 413272.72 < < I 59.42 S. ¢ IE LAWN SOD SHALL BE PER SECTION I I '\ 0 1 i / 8 -02.2 OF THE SPECIAL PROVISIONS ^/ -' \ / s� Z , „ •- I 1 I W 0 IL\ o = SDMH 1/,1 / 4-- IE 12" S = f'9B:•PS':279.95 IE 4 " ": E, _ 4a F 43280.81 z y AND REPLACE WITH NEW CHAIN LINK FENCE. / /,� NEW. - CHAIN' LINK FENCE SHALL BE PER g "MA.PLE I '.I \! , N Q KENNYDALE LIONS PARK SECTION 9 -16.1 OF THE SPECIAL PROVISIONS. ,�\ \ N _ I 190139.83 W r i l P.V'JO n`o ai o o.. E- 3a 2 . �w rn° c a J E -E c o� a� Re M NOTE: EXISTING LANDSCAPED AREA, 10 "P1 PLAY AREA AND SAND BOX TO BE PROTECTED. RTS FOR SOD RESTORATION 1 j SAND 4/// !/ N CT / // -w LL CONTRACT' , LL RELOCATE ''XR fP AND WAfEk a A ffMODATEW MA S. /ry -- _- �'PINE ^i - - - f / SSMH PAY LI I / 1/ 10" iNE / /q-,j / 1 rl / l \n1 / I I // // LAWN I I ' r� y c )MH.S9/ C / H - - 2- 1/2//W CHMARK "BM -9 Ld ILd NAIL IN EAST EDGE NE GREEN PAINTED kLL COURT 1N UB PARK J = 284.98' "....2.3-Q: ` RTS FOR SOD RESTORATION 1 COURT SHALL BE CB 26 FROM DAMAGE. ANY < 'x THE COURT .SHALL .. = ENTIRE COURT TO N HDA E N D AT THE CONTRACTORS SETA CENTE LI BASKETBALL BASK BI COURT LIONS CL Ld ILd NAIL IN EAST EDGE NE GREEN PAINTED kLL COURT 1N UB PARK J = 284.98' 4F U UW C]WQZMJ 2(n L�O�W g 6--PVC(SW)=275.91 162o6S. " Opp ty. "....2.3-Q: ` RTS FOR SOD RESTORATION 1 CB 26 I < 'x A �_4 ----- - - - - -- -- - - - - -- - - - - -- w� ��,.C.T� SCALE 1! " =20' I r, _. - �.k � .�----------------------- i- .n- zp- 2, -1,�� z oCT, PARK NE ?4th �T SSMH 13 NEW 48" SSMH WITH OUTSIDE DROP 1 90135.08 N 499+53i9B9 190154.1. E r39�se4;939� x304981.88 . RIM - 4b439284.39 IE 12" E = lf&0&279.99 S 21! 3 o 6 S EET SSMH 012 NEW 16" PVC SEWER E -�--�� 1 5117.40 +283.7 NEW LOCATION: Intersection of NE 25TH ST W C l E +deb+ 305115.80 J _ - y F I SDMH IX I O NEW, 24' PVC STORM � o I SSMH /12 ✓k Edmonds Are NE 19014 - " N. 9.38 on £ t3 14.23 DESCRIPTION. 2 1e. � 1. E. I -- `- 1 1 x I �\ I - IAlaa _ -- -�� =.H 1- �i1 -I.di- -- -= �- - - - - -- - - - - - - - -- - - -n1. - - - - -- 6 IE 24" NW _ 258.66 7:80 �� _ 284,90 280.88, conc. mon. 0.4 feel in RIM - �8t99280.88 mona 0 feet IE case. 12" N =' 489278.74 1 \ / �- I co I 11 - I^/ -, PAY LIMITS FOR SOD RESTORATION N -- - -' _. ` 190432.18 E, t ae5 i ee. ee9P 1305121.1 B RIM - 69283.97 85 257. mon. t 2' S = 6 278.87 CB 2 " _ °z IE 12 E - 413272.72 < < I 59.42 S. ¢ IE LAWN SOD SHALL BE PER SECTION I I '\ 0 1 i / 8 -02.2 OF THE SPECIAL PROVISIONS ^/ -' \ / 1 I 1 1 I , „ •- I 1 I / / REMOVE E I:�TING CHAIN LINK FENCE �.H IL\ o = SDMH 1/,1 / 4-- IE 12" S = f'9B:•PS':279.95 IE 4 " ": E, _ 4a F 43280.81 w2 AND REPLACE WITH NEW CHAIN LINK FENCE. / /,� NEW. - CHAIN' LINK FENCE SHALL BE PER g "MA.PLE I '.I \! , 6 -= I Ili ]Alba O I KENNYDALE LIONS PARK SECTION 9 -16.1 OF THE SPECIAL PROVISIONS. ,�\ \ N _ I 190139.83 r i l P.V'JO CL I ' � o ag I pxl o, / NOTE: u CONTRACTOR SHALL NOT DISTURB, n THE INFIELD PORTION OF THE U 1 `' �' I r I W l r I , J / -' BASEBALL FIELD., ro BASEBALL x.� j DIAMONDI IE . 12 ". W. 1- _4965 .............................:. - 278.90................. 9' 2 .... ......... ........... ......._......:.E.24tl.. =. 259.78 ................... :............ II 11' �f II 29 LF OF 12" CPE SD O 0.86X x I W I Z 1 1 111 i II 1 ' 1 1 ....:.. '�. EXISTING GROUND = 1E;14 N 46e- 4+258.78 IE' 18" f f@i P-t275.32` N = IE 12" giS -':6 - ------ II LAWN I CB -1 11 14 NOTE: \ RIM= 283.23 CONSTRUCTION THROUGH THE KENNYDALE I �� ` I:E. 4 "PVC(E %= 281.83 LIONS PARK AND ITS PARKING LOT SHALL TAKE \ IO 1. E. 4 °PVC(S)= 281.43 PL v 1 i PLACE IN THE LAST THREE (3) WEEKS OF \ w/ --- -- - - - -- - - ------- .`� ...: 280 AUGUST 1998 OR AS APPROVED BY.THE ENGINEER. k CS ,#36 z ce N2 .................................... 'SEE ISHE Q 12" CPEP SD O'J �215�Xi 1 Ik n< s a ?.7.4:........:. 4F U UW C]WQZMJ 2(n L�O�W g 6--PVC(SW)=275.91 162o6S. " Opp ty. "....2.3-Q: CB 26 SCALE 1! " =20' Gu TYPE- zp- 2, -1,�� SDMH 1} 10 NEW 48 SDMH N _' " 1 0429.27 NORTH THROUGH CITY BENCH MARK #1837 ELEVATION. 317.23 FEET CB 21 PARK NE ?4th �T SSMH 13 NEW 48" SSMH WITH OUTSIDE DROP 1 90135.08 N 499+53i9B9 190154.1. E r39�se4;939� x304981.88 . RIM - 4b439284.39 IE 12" E = lf&0&279.99 S 21! 3 o 6 2 6 E -�--�� 1 5117.40 +283.7 NEW LOCATION: Intersection of NE 25TH ST W C l E +deb+ 305115.80 IE 12" N = 4i�b99 279.87 _ - y F I I = - RIM -484 69 IE 24" S -, 258. 79 2 7.7 SSMH /12 ✓k Edmonds Are NE 19014 - " N. 9.38 on £ t3 14.23 DESCRIPTION. 2 1e. - f g,#9 2131.3Z RIM - IE 16 "- W - �9er3E259.22 rR REMOVE EXISTING' CB AND a - 6 IE 24" NW _ 258.66 7:80 NEW 48 S MH ' ^^ _ 284,90 280.88, conc. mon. 0.4 feel in RIM - �8t99280.88 mona 0 feet IE case. 12" N =' 489278.74 " _ IE 16 N P66!sE259.42 REPLACE WITH NEW CB TYPE -1 N -- - -' _. ` 190432.18 E, t ae5 i ee. ee9P 1305121.1 B RIM - 69283.97 85 257. mon. t 2' S = 6 278.87 CB 2 " _ °z IE 12 E - 413272.72 < < I 59.42 S. ¢ IE N +g9f9+96,190i54.19 E +3e496i X61304982.20 RIM = 493-43 282.08 w z z - IE 16" S = 258.77 IE 16" NW = 258. ¢7 257.55 TYPE -' N 1 WITH VANED GRATE N 190155.99 o = SDMH 1/,1 / 4-- IE 12" S = f'9B:•PS':279.95 IE 4 " ": E, _ 4a F 43280.81 \ _ o 11 7 1305 3. 2 E � +4 -5973. N _ I 190139.83 0 .. $ o � � o RIM = i+ee -5 280.58 IE 12" S P,7F.e5 278.77 E �5f4493�4 1305112.17 RIM = �eg 28T.28 2 9.4...... IE . 12 ". W. 1- _4965 .............................:. - 278.90................. 9' 2 .... ......... ........... ......._......:.E.24tl.. =. 259.78 ................... :............ W g .....2.9.4...... ........ , . - - ....:.. '�. EXISTING GROUND = 1E;14 N 46e- 4+258.78 IE' 18" f f@i P-t275.32` N = IE 12" giS -':6 - ------ '.... a----------------------------------- n.- -- --------------- ............................... -- ------------------- - - -- -- ------- - - - - -- - - - - -- - - -- - - - - -- -- - - -- .............. ............... --- -- - - - -- - - ------- .`� ...: 280 W .................................... 12" CPEP SD O'J �215�Xi ?.7.4:........:. LF OF 132 2. . max LF OF 12" CPEP, SO O i,B/r: :........ ii^ LF OF 12° CPEP SD d 2�1f ..,. I... 0.77 . ......... .k�,...:... 7 O:..... W r m � 98.5 � 289.7 0 8X 96 LF OF 24" C905 PVC SD O 6..777 LAJ C905 PVC SD O' 0.5X . 90,52• LF OF 24 C905 PYC SO O 9.5 ,. -27246 -- - 260: 260:W :. _ -T..� : -..-- s -._ _ -..- -. ,- ....:.- . °...... -... ..._. ... $} 6�9, LF' OF' 16 ^ 'C905 PVC SS' ip 0.5flf (yJ ...:.. ......:.... . ...... ........_. ..,_� �... .�� . �. . ... 97.13 OF 6" 905 PVC.S O 6.3%. 2 LF i C S 211.5 1:OX LLJ N 62.23 LF OF 16" 0.4% : (n : C905 PVC SS O e.5 Z W 94.3 0.4X ; 250 0 250. w..... . ...:... ....:............ ,.. It IS SCHEDULE a ALL WORK ON THIS L SHEET I CER11�ICATiON I AND VERTICAL r 1 HEREBY CERTIFY THAT THE HORIZONTAL LOCATIONS OF 'THE TOPOGRAPHIC FEATURES' SHOWN' HEREON 240: 24O _........_.... :.,. ...,...........:... ARE-THE RESULT•OF;A'- SURVEY: MADE- BY• ME OR- UNDER .......... ..... . ..................... .............._...... ........ ..I_.v....... PROFILE SCALE me DIRECTION. 1. 7 23513" HORIZ 1 VERT. 1 ' =,10' F.D. RING EL LS. 23813 DATE: 230: "....2.3-Q: °.�° .,00 ni zp- 2, -1,�� .... . I S 21! 6 2 6 I I I S R''. CANNED MA 3 0 2000 I I I fir+ • =ar rv25 ,4W `` �� : n CO °0 ... ..................... CB 34 NOTE: - (I7 N: 969.83 NEW CB Y ^-1 � � I.�..� � i � � SIDE SEWERS SHALL HAVE A MIN. ? 280 E $3e4886- 82$.rr1304883.67 N +{19899.55` 189888:65 1 SLOPE OF 2N FROM THE SEWER MAIN w (STING 72" DIA. RIM = 2e 273.61 '" � HDA BENCHMARK "BM-20" E - 1304880.]5 B X36 yc C9 #2 _ ti TO THE ADJACENT PROPERTY LINES. WER LIFT STATION N !E '/2" S' �' 289:92 ' RIM - 468:269.80 . Z - 6 SIDE SEWER STUBS SHALL BE 6 FEET Y ISTING IE 8" E = 263.06 SET RR SPIKE IN N.W. Y I IE 12" N = "�2- 270.01 IE 12" S = _65:-35`266.80 = x \', DEEP AT THE PROPERTY LINE IF POSSIBLE. z z W IE 16" W = 262.76 (CORE DRILL MAN OLE) FACE POWER POLE, ® IE 12" N = 065.45 i d S4 LF OF 16" C90" FLL WETWELL WITH CONCRETE ON EAST SIDE OF ABERDEEN AVE. fZ IE: 12"W 269.96 Li 4YC SS 0 0.5X w 7 J S B AND CHANNEL TO INVERTS. k -- _j r, OPPOSITE HOUSE #2304 Z Z W 270 . - - 1 " - ELEVATION - 273 14 81 _ STREAM SYSTEM IS TEST - W - - -- ...... (� - -- - - __ t z L FT STATIOM SHALL REMAIN IN OPERATION uT BOR NCz. 1 NEW 6" SIDE SEWER a: i LL "B i t �.`' Y (TYPICAL) Ga c� _ �n II �� U TIL NEW DOWN ED w A D A f ftf,�VED. ILj 2 u P: ®� -r - - it ® N 1 i j LAS'R! Fw- y LAWN w z w ! w' a> _� �` I \\ LAWN II vw -' 11 n Il �, a \ ;' w ( ) w LAWN w O 2 0 3.772 �q� - 1 c z= I h a > w a I i z _ 2 6 0 : R _, See Below for : I Z < \ - `P > ° o ° Prof7le Contlnuaflon "` PINt �/J O ti / w O tt Z > Z WW d I a i 1 i _4"'�L/ ° �� u } /' o w �. X o o w. -6 � r, ;� = F. a K< 1 t? y „ �_ R'\YEL ' j- - I r F _ - W Z , t j l � \. ,VE _ / � � � 6 ' ' Jr � CO WALK CO .R e PROFILE A �T _ _ w - � - _ \ - -- GRAVEL % ( :.e P e wN v a Z r MON. N CASE i ! I I ` \ \ W CB ,20� -- CB ,{19 22. -- -- - W ' '� BERDEEN %VE. N.E \ Imo'- PLUG 12" e$ CB: 17 N 190 35.028 i \ \ \ o -P3 LF OF 12" ca CC p NEW CB TYPE- i C ' E 1304902.4257 I i I I NEV$ 16" RVC SEWER \ \ \ \ � yl O STORM C7 CPEP O 4-M 2.8X, / N 189827.8212 NEW CS TYPE -1 _ l I a : E 1304882.1134 N 189772.4064 . - - - - - - - - - - - - - - - - - - - - - - - - - - - RIM. =.see 289..25.....' /; / SSMH 4#5 CB 3,. � W fY W IE .12" E _ 265:sB 2 .13 ...... RIM = 279. Be 270.8 77.50 O IE 12 S = 266 8 26 .06 IE f2" N = .55 86.81 - / S H #12 W �,, IE 12" N = 26� .ee 26 .10: I� % -( � C - _ g zy ? I �� 9 ;:1 / w ' NEW 24 %' "PVC SYORM / / (see pr E A cn _.. _ _ a 270 INSTALL ¢0,L o 8 "1PJ: S .l /�i� , r �'tiJ - "Q - .GRAVEL 1 W - - --- ---- - -- - -- / / / ; ' / �- / C��` (see raffle "A ") _ ee file "A) CB 18 / W -- -. -._, -- ------ -- - - -- - .... 5.07d 0 1 �34. 3. 75' LT 6 j I D / S 5� - 1 I Pro / # W j 41c J// I STALL SUR EEANOUT I�. / N E IlTING GRA, 54 LF OF 12 .CPEP O IE OF 81 AT' .0J = 79{92 w 6V-e91-LF OF 12" CPEP 55.5 3.2X G yr / 1 / j / >. 2610 : / / I �,, j / / / LAWN Q i o w, w / a ®s 5f� 2 BX '. v I /' EX.',CB cc ( a 0 o z u o ' R,N I= C8 n ° / r - - - - 2 70 -v LAWN PLO Z y See Above for „ „ i d, n e `' e 12" t� - ^ce:92 CONTRACTOR SHALL MAINTAIN SEINE ' SERVICE �\ Profile' Continuation PROFILE A I Y. w AT ALL TIMES DURING CONSTRUCTIO a w IE 12 S' = 269.92. > C) m 3 E-4 ° _ s ? o CB ~" NWN NEP89818 31 o58NEW C'B TYPE =1 n G 1 HDA BENCHMARK BM -8- �1 RE. i COE CE SWl6 268.52 R �4 =?71.1 7 , a £ REMOVE EXISING CB AND E 1304916:5278 _ SET RR SPIKE' IN N.W. ( I.E. 2'CON('. N f 9.02 RIM - f xfifix 275.29 d FACE POWER POLE, ( ) -= REPLACE WITH NEW CO TYPE -1 I.E. 12 "CMP E liB.77 �E N 1e9 6-9.51-6-41-9 189863.18 IE 12" E _ 268.77 268.57 ,� AT S.E. CORNER INTERSECTION N ( ) o �N :..E.�3e49t93��6130491.7.11 a ...... IE.12 ". N.._ ABERDEEN AVE. & N.E. 24TH ST. I.E. 12 "CMP(NW)- 2F8.57 a RIM 2;111.222 271.21: s IE 12" IN = 966-29 265.94 ELEVATION 285.60' ti �I o a�i IE 8.,.E 68. s2 269.53 , IE 12" S .068.69268.4 270 I' x.......... . ------------------ :. NOTE' Qa .• StF of 12" c6EP SCALE 1"=20' CB #17, 18, 19, 20 AND 34 AND THEIR' RESPECTIVE PIPES 260: 1.3z EL��TION :31iz3'EET ARE A PART OF SCHEDULE ''A" ......... ..................... :PROFIL'E ,.B,,......................... LOCATION::` Intersection of NE 25TH ST " A Edmonds Ave NE. DESCRIPTION: 2 -112" brass disc on man. case. 0.4 feet In Seer, �.f,/y CB /13 y a - SDMH { 12 SSMH I/ 14 NEW 48 CB TYPE-1 si NEW 148 SDMH '' N 49f)13P1ei'e 190137.07 NEW 5+ SSMH WITH INSIDE' DROP 48" SSMH 15 N 189826.10 N t9e+ 190132.85 E *3e4e9Prf 4391304896.26 i >C�t.899i 1304900.55 E t3e4998r+5�i- 1304904.22 NEW 48 SSMH RIM = 2aPre9271NG 1 RIM = 286--i-286.83 1 RIM = 4859E 286.51 N I+8988fi�•A638189683.98 /E'12" W = ..264:8 ;1264.38 y IE 24" S = Ss1-52 261.5 E 1t3efe92r3B,91304901.061 IE 12" E 266.89"163.33' z o IE 24" E = fff. 46261.40 IE 16',S = 26 54- 1261.461, RIM ='4,'�e5271:.66 0 IE 16. E zn6a -442 1.36 r "1 " IE 18 5 _ _ 166.64 263.29`. x x B „ IE 16 E 262�8d. 282;59.. = o 0 0 IE 8 N � 127815 IE 24 N - 463911 1262.82 ................ . ............................... ........... ........ : :......:....... ..................... is N'- 262.73 265.51 290 IE B' W` 278.15 :.. ...... .... ..: .... :.........:.... ----=-------=--------=- 280 ° c :280 �, F............................. ....... ...... .... `�...�L. ..... .... - ex ....... .. ...... ....•........ ° LL - ✓ lST /NG GROUND o ° i c, . 3. a 0] : - - _ __ ` 270: W o - -- -- ' 1- • 270 r ................... ......... ......... .........LTA.. .. I.. o......... ;a... o....:... ....... .W......;.........:.... _ 311 0.4X 2 N 166"105 LF OF 24" C905 PVC SD O 8.571f N 260: - - - =- -- - - - - - - . . . ................:...... . ,.:......:......._ .. . ................... ............................... ........ .. .:... .:- 31}49..LF Or 16: C9.5: PVC SS.O:.�-STf ., ... 249 0.472 260 W 0 250: . ..............::..... ...... ...,....... ................... ....:.:...,........... ................... ............:,................. ...,..••:.........:250...:..... ............ ....... .......... ....... ......: ....:............. ILI CERTIFICATION D e SCHEDULE „A" SCHEDULE „D I HEREBY, CERTIFY THAT THE HORIZONTAL AND VERTICAL LOCATIONS OP THE TOPOGRAPHIC FEATURES SHOWN HEREON ARE THE RESULT OFI A SURVEY MADE :BY ME OR UNDER S" N TE: :240 240 O MY DIRECTION. . :.I...'.......... . ................. ........:...:. �' 1 PROFILE SCALE «r CB' t71,1 18,..15, 2034 PIPES( AND THEIR RESPECTIVE F.D.'RINGEL L.S. 23613 DATEL L0{9' HORIZ. V"�::20 n. » eso role. UERT. 1 " -10' ARE A !PART OF SCHEDULE: A 230 a 230 . . °z s'VVIo -217 --21441 I l'ag 19 ALL lk i�a� 1'I�� s'A42 1B- 1I ?v,,�i.L1 1111. e. 1 :. ................ . S- 216207 S1 SCANNED MAP ''3 0 2000 1 f 1 ��, �u1laxEyp)�,�51aaa�esvR11 ` 1 IRnrsmnm r,, i7 c0 m� iv N CV ao Y NOTE: N SIDE SEWERS SHALL HAVE A MIN. SLOPE OF 2X FROM THE SEWER MAIN 0- 'r TO THE ADJACENT PROPERTY LINES. I SIDE SEWER STUBS. SHALL BE 6 FEET MON. IN CASE DEEP AT THE PROPERTY LINE IF POSSIBLE. N 190145.1860 W d x E 1305572.2009 Z W z I REINSTALL THICKENED ASPHALT BERM a cc EXISTED. ALONG NE 24TH ST WHERE IT PREVIOUSLY NEW 6' SIDE SEWER G / � W W to v , (TYPICAL) Q e LAWN p .1c PI ANTER Z OC �_ L t N I l \ o W d CC ~ x \\ w I \\ PL� TEP \ II\�6 FI �- 6 "FIR > �y x o LAWN W W � 24'tI�PLE x \ }9� 8 FIR o - - � W W 6 •. IN -LINK FEf 1 "FIR V v., 16\. `� �\ \ 1 c X __x J \ — . W . \X - WC'3Zy X-f-X v �➢_ �> J \ \ �� F��IN t+Y 1ENCE w �1_' xE X7 Co Q J sPLA TED AREA w \ P ASE � a _ 'a W QZ W _ W /mow \ 2, y 16 ,24` MAPLES � LA1NN � `�_. �- Vi Q 25 J 4 G - P� Z 5 0 33.4%'4 LF OF z" / i J N.E. 2� TH ' ST./ _ vW / CPEP CM UA O be CB X23 — \ W F \ N \ o \ SSMH 017 Zy 1- ti-LF oF�12 "� ASPHALT o u \ \ ®TEST \ C — — co _ 18 09.67X- STW SSMH #1 STW \C \ Q �- W- BORIN —� - -- -� ' �. \ - IJ - _ IAWN — -- — - - — — - Ti _k, ' x . _ s . _ — ^c • _rrxc, r \ — ,� uy , I l l �- L coNGW AL P � — CWd£: ` - C AN — Y- __�/ ,; \ WN I x —x o a� Fl [ r �, �� P A W�' FIR "' . o y 1> 118• i_�WN �J Aw,N 'J LA \ \ E 2x14 3¢ INSTALL T ENED' LAWN I ASPHALT BE M AT I " SSMH Z aW M WEST ,SIDE F I RIM= 312.93 I--i W as NEW CB #2 MON. IN CASE I.E. 8" ±PVC(NNE)= 306.13 N 190141.1967 HDA BENCHMARK "BM -6" LE. 8 "fPVC(S)= 302.98 QI' W o ? HDA BENCHM K BM -7' ¢ - E 1305303.1548 SET RR SPIKE IN N. w > a E SET RR SPIKE IN N. M w a FACE POWER POLE, ° Q cN Cn FACE POWER OLE, ❑ w S. SIDE N.E. 24TH ST', d �' ON S. SIDE N E. 24TH ST. CL 120'± EAST OF BLAINE AV Q �I » 130'± W. OF ELAINE AVE. N.E. �� SCALE 1"=20' N ELEVATION = 83.44 ELEVATION 304.11' i Q 1 s CITY BENCH MARK #'1837 $a ELEVATION: 317.23 FEET ¢- LOCATION: Intersectlon of HE 25TH ST �$ a & Edmonds Ave NE. o DESCRIPTION: 2 -112" brass disc on cone. Mon. 0.4 feet in Mon. case. SCHEDULE "A CB 25 0416208 NEW 5 TYPE -1 z N 190150.4126 cERTinCATION I •St�etw 01�,y 3 SCHEDULE 'A" E 1305185.6521 1 HEREBY CERTIFY THAT THE HORIZONTAL AND VERTICAL (� CB f23 _ RIM = z283 5e 282.41' LOCATIONS OF THE TOPOGRAPHIC FEATURES SHOWN HEREON a E,+?� _ 1305184.84 _ " MY DIRECTION. BY ME OR UNDER Pr SSMH / IE 12" S 279.32 E t - pe SCHEDULE ,,.A '.u.....,....."" -.. 10 INGAN N 3 0 N 'BENCHMARK "BM -20" cfl (0 N � CV co N vl 1� POWER POLE, N I � V � � a ® Z Lu �. AVE. N 3 0 ` _i nnr r xr ^pn ., , C/,NVEq,$Ar R 3.0., 00 % I I rr � r :�x�,ttn4ktt :d, c+d; I;:, t -,.1, I r �, �'"�• o .� 1yx1} i1 [k7 a'' � Z� V 'BENCHMARK "BM -20" I W W 'R SPIKE IN N.W. POWER POLE, a ® Z ST SIDE OF ABERDEEN AVE. 31TE HOUSE #2304 W d cc TION = 273.14' > > ® ? Lu pew 0 u j M Q OC N a QZ 2 w z '- � / EX CB / Lu Lu �a _ z C l f .� Z — _ - - p -- -- - - WAL - --- -- — / \ . ❑ c4j Lu � W FY Z OF 12 w ABERDEEN AVE. N. E. CITY MON. X MON. IN ASE O E- 1s 1.SX , w 22.5LF O 8.58% 24 LF OF 12" N 188892.5335 E 1304891.0542 - - - - -- - - - - - - -- , CPEP 0 1.5X INTERSECTION OF NE 20TH ST. W V) - - - - - - - - - - - - -- - - - - -- - - -- _- AND ABERDEEN AVE. NE. Q o II CB 114 1 CB 16 ._ I I, N ._ A / CB' 18 ' '� I I I I / x. O p o� / � I I I n n I as -. - �-i •- :Ew w a. a AWN O L _N : =271.17 12 "C0NC.(N) -269.02 12 "CMP'E)- 968 .77 s 17'CMP�NW)- 7_68.67 I SCALE 1 " =20' 118 7 IDSV6 9 tv 3 ° ELEVATION Intersection Ion of NE 25TH ST REMOVE EXISTING CB'. AND REPLACE WITH NEW CB TYPE - i . x6a n 'n .. V) "I 1 < dt Edmonds Ave NE. DESCRIPTION: 2 -112" brass disc on N !99501- E :43949+6-644&7304913.58 f 6 f 6 189505.33 y' 51 4 feet In con c. case. 0.1 mo n. ease. 1 RIM CB 14 IE 8" 'NEW CB TYPE X21 IE. 12" = 484.49281.66 E = 43'J!J9278.53 _ W - 469278.08 NEW CB TYPE-' N fiB9a85 i 1'64 189486.41 E ;='.1304862:83.. '. W \ N _ _ _ 189502.65 E +sweB89 -s2.g 1304888.441 RIM = -180-89 281.98 +3A48B4:9ir RIM = 1-80. 59282.51 IE 1112" NEI = 4i�6 e6 278.08 0 y 0 IE /8" N �i6,3& 275.74 0 -x 0 .o.. 'a 2 .9.0 IE 12 E tf'276 75 to �5- 6275.88 .- 290 ........................... o ..... .. .... ...I a a - 1 .. : .. ----- W - ' . < lk D -- x - -- o GRDUN.. _ -- / , 280 N '.EXISTING 0. o� s w — D D " 270 ..... .. 12..CPEP.. SD ® e 14.5 1E O .115.9K . LF OF 18° CPEP OF 3.9% N 323.5 260: W :260 1,, .. . ................I............:. ................ .. :. in ' 9 : ......... 250: CERTIFICAT10N :250 _ ............................... _ ......... ... ...:...................:....... .:.._ ......:.:..........:.....:...__ .:...::............._ ....................... . , ..... 114MM CERTIFY THAT `HIE HORIZONTAL: AFID' VETtiICAI ........ ; .. . . 1 1 ?ALL WORK ON THIS . ., IS SHEET IS SCHEDULE ID LOCH THE ropocRAp RES HEREON MOMS OF II HIC I' FEATU SHOWN ARE. THE RESULT OF A SURVEY MADE BY ME OR UNDER _..... :I 1 240 III I I: I 1 II�' 1 1� I MY. DIRECTION:' I I 2.,3' I 4 ;2 0. PROF ILE i' SCALE' I . ...1.. . _ :.... F:D.! RINGEL LS. 23613 PATE I I'I I 11 � MORIZ. 1 "120' I II III : I1 230 . 1 yII ERT. 1' -10' I . L.;:. I 11 I'I I 1 .: � 230 I' 111... ci Z' P Sry - X162 11 11 111 1, ; II 61111 - I I 1 1 I 1 1 I 1 i C f6a• F n 9 I I � I Ik � ` _i nnr r xr ^pn ., , C/,NVEq,$Ar R 3.0., 00 % I I rr � r :�x�,ttn4ktt :d, c+d; I;:, t -,.1, I r �, �'"�• o .� 1yx1} i1 [k7 a'' � in u a 3 3 s 15 CA ivtm co v0 10 1^J I� PATCH PAYMENT I (SEE BEDDING /BACKFILL DETAIL) N TRENCH WIDTH PER APPROPRIATE DETAIL PLUS 2' -0" W ~ O. W 0 ::m.W W ASPHALT CONCRETE PAVEMENT Zw Z Lu °' u; LU 0- W 3 m Co am 8 aZ J NTS p cc Lu W O Y I-- y in PER SPECIAL PROVISION 5 -06.1 AT END OF EACH WORK DAY. W n� 0 s 3 w E"t 2. THE FINAL SAWCUT JOINT SHALL BE A MINIMUM OF 1' BEYOND 1--I 'v E ,E o� s 3a a 3. ALL ASPHALT PATCH AREA OUTSIDE OF PAY LIMIT SHOWN SHALL 3 $j 9 a I `•� PAY LIMIT TRENCH BACKFILL - 6' -0" FOR 12" SEWER AND 12 " -24" STORM PIPES r-D• T� I SEE DETAIL FOR STREET RESTORATION REQUIREMENTS SUBSEQUENT BACKFILL MATERIAL (NATIVE IF O R R IMPORT PER SEC ENGINEER) SECTION 9-03. 2(1C (SELECT BACKFILL) OF THE SPECIAL PROVISIONS PROPOSED 12" SEWER PIPE AND 24" AND 12" STORM PIPES PIPE ZONE MATERIAL PER SECTION 9 -03.16 BEDDING MATERIAL FOR FLEXIBLE PIPE EXCAVATION OF UNSUITABLE SOIL AND BACKFILL OF FOUNDATION MATERIAL (IF NECESSARY) DEPTH AS APPROVED BY ENGINEER MATERIAL SHALL MEET SECTION 9- 03.9(1) BALLAST NOTES: 1. PROVIDE UNIFORM SUPPORT UNDER BARREL. 2. HAND TAMP UNDER HAUNCHES. 3: COMPACT PIPE ZONE MATERIAL TO 90% MINIMUM DENSITY EXCEPT DIRECTLY OVER PIPE WHERE COMPACTION WILL BE HAND TAMP. ONLY. 4. PIPE MUST BE ANCHORED IN SUCH A MANNER AS TO ENSURE FLOW LINE IS MAINTAINED, 5. ALL EXCAVATION AND BEDDING AND BACKFILL MATERIALS BEYOND PAY LIMIT'. OF TRENCH SHALL BE INCLUDED WITHIN THE TRENCH EXCAVATION SAFETY SYSTEMS BID ITEM. 12" PVC SEWER AND 24 " -12" CPEP STORM PIPES TYPICAL TRENCH BEDDING AND BACKFILL o TYP TRENCH (SEE DETAILS) a PAY LIMIT OF TRENCH - SAWCUT FINAL JOINT TYP. EACH SIDE EXIST. ASPH. CONC. PAVEMENT, TYP. - 8 CL 'B' ASPHALT CONCRETE PATCH (NE 27th ST, KENNEWICK PL NE k ABERDEEN AVE NE) 4" CL 'B' ASPHALT CONCRETE PATCH (NE 24th ST) - 6" CRUSHED. SURFACING TOP COURSE BACKFILL t' -o• T T�} I PAY LIMIT TRENCH BACKFILL 5 -0" FOR 18" O.D. HOPE k 28" O.D. HOPE DUAL LINE TRENCH SUBSEQUENT BACKFILL MATERIAL (NATIVE IF APPROVED BY ENGINEER) OR IMPORT PER SECTION 9- 03.i2(I)C (SELECT BACKFILL) OF THE SPECIAL PROVISIONS PROPOSED 18" O.D. HDPE SEWER AND 28" O.D. STORM HOPE MAINS PIPE ZONE MATERIAL SHALL BE PEA GRAVEL OR SAND EXCAVATION OF UNSUITABLE SOIL AND BACKFILL OF FOUNDATION MATERIAL (IF NECESSARY) DEPTH AS APPROVED BY ENGINEER MATERIAL SHALL MEET SECTION 9- 03.9(1) BALLAST NOTES: 1. PROVIDE UNIFORM SUPPORT UNDER BARREL. 2. HAND TAMP UNDER .HAUNCHES. 3. COMPACT PIPE. ZONE MATERIAL 70 90% MINIMUM DENSITY EXCEPT DIRECTLY OVER PIPE WHERE COMPACTION WILL BE HAND TAMP ONLY. 4. PIPE MUST BE ANCHORED IN SUCH A MANNER AS TO ENSURE FLOW LINE IS MAINTAINED. 5. ALL EXCAVATION AND BEDDING AND BACKFILL MATERIALS BEYOND PAY LIMIT OF TRENCH SHALL BE INCLUDED WITHIN THE TRENCH EXCAVATION SAFETY SYSTEMS BID ITEM. 18 O.D. HDPE SEWER AND 28" O.D. HDPE STORM TYPICAL TRENCH BEDDING AND BACKFILL CONSTRUCTION NOTES 1. TRENCH SAFETY AND SHORING SHALL BE PER SECTION 7- 08.3(1)B OF THE SPECIAL PROVISIONS. TRENCHES SHALL BE SEALED TO PREVENT ENTRY DURING NON - WORKING HOURS. 2. VERTICAL CONTROL DATUM BASED ON NAVD 1988 (IN FEET) 3. UTILITY CROSSING LOCATIONS AND ELEVATIONS SHALL BE DETERMINED BY THE CONTRACTOR IN ADVANCE OF ANY CONSTRUCTION ACTIVITIES. 4. EXISTING PRIVATE IMPROVEMENTS SHALL BE TEMPORARILY RELOCATED AND PERMANENTLY REPLACED TO ACCOMMODATE SERVICE CONSTRUCTION. 5. STATIONING SHOWN IN CENTERLINE OF ROADWAY OR SURVEY CONTROL LINES AS DEFINED BY THE CONTROL POINTS. 6. ALL MANHOLES AND TYPE -2 CATCH BASINS SHALL HAVE LOCKING LIDS. 7. MATCH FINISH GRADE WITH ALL MANHOLE LIDS. S. PROVIDE AS -BUILT INFORMATION SHOWING ALL INVERT AND RIM ELEVATIONS OF MANHOLE AND CATCH .BASINS AND SIDE SEWER VERTICAL AND HORIZONTAL LOCATIONS. 9. INSTALL SEWER MAIN AND SERVICES A MINIMUM 2' FROM PARALLEL GAS LINES WHERE CONFLICT OCCURS.. 10. ALL CEMENT CONCRETE DRIVEWAYS AND ALLEY APPROACHES SHALL BE 6" THICK. (IN ACCORDANCE WITH STANDARD PLAN #F006, DRAWING #FROIN). 11. REPLACE ALL DISTURBED CURB & GUTTERS IN ACCORDANCE WITH STANDARD PLAN # F008, DRAWING # FROS AND STANDARD PLAN # F001 "CEMENT CONCRETE CURB AND GUTTER." 12. REPLACE ALL DISTURBED SIDEWALK IN ACCORDANCE WITH STANDARD PLAN If F007, DRAWING # FR02. 13. WHERE UTILITY PIPE LINE VERTICAL SEPARATION IS LESS THAN (1) ONE FOOT, INSERT ETHAFOAM HS 600 PLANK -FOAM BOARD OR EQUAL AS CLEARANCE SEPARATION. 14.. HORIZONTAL SURVEY CONTROL IS BASED ON THE MONUMENTS AT THE INTERSECTON OF NE 28TH ST / JONES AVE NE AND NE 20TH ST / JONES AVE NE. REFER TO THE COVER SHEET OF THESE CONSTRUCTIONS PLANS FOR THE RESPECTIVE COORDINATES. 10' -0" FOR 16" C905 PVC k 24" C905 PVC DUAL LINE TRENCH d c d ° S.D' II <<II d I 24" 16" 6' d NOTES; 1. PROVIDE UNIFORM SUPPORT UNDER BARREL. 2. HAND TAMP UNDER HAUNCHES. 3. COMPACT PIPE ZONE MATERIAL TO 90% MINIMUM DENSITY EXCEPT DIRECTLY OVER PIPE WHERE COMPACTION WILL BE HAND TAMP ONLY. 4. PIPE MUST BE ANCHORED IN SUCH A MANNER AS TO ENSURE FLOW LINE IS MAINTAINED. 5. ALL EXCAVATION AND BEDDING AND BACKFIt.I, MATERIALS BEYOND PAY LIMIT OF TRENCH SHALL BE INCLUDED WITHIN THE TRENCH EXCAVATION SAFETY SYSTEMS B10 ITEM. 16" C905 PVC SEWER AND 24" C905 PVC STORM TYPICAL TRENCH BEDDING AND BACKFILL SEE DETAIL #1 AND #2 FOR STREET RESTORATION REQUIREMENTS SUBSEQUENT BACKFILL MATERIAL (NATIVE IF APPROVED BY ENGINEER) OR IMPORT PER SECTION 9- 03.12(1)C (SELECT BACKFILL) OF THE SPECIAL PROVISIONS PROPOSED 16" C905 PVC SEWER AND 24" C905 PVC STORM MAIN PIPE ZONE MATERIAL PER SECTION 9 -03.16 BEDDING MATERIAL FOR FLEXIBLE PIPE EXCAVATION OF UNSUITABLE SOIL AND BACKFILL OF FOUNDATION MATERIAL (IF NECESSARY) DEPTH AS APPROVED BY ENGINEER MATERIAL SHALL MEET SECTION 9- 03.9(1) BALLAST Dab-201620A sk...o•d 15' UTILITY EASEMENT v� TYPICAL T FOR 16" C905 PVC.' 24" C905 PVC AND 8" DI SEE ABOVE DETAIL FOR BACKFILL ANQ BEDDING REQUIREMENTS .413. 3-.21612o (_i::>--1&2-,4 So <." O_ly > SCANNED MAR 3 0 2000 To PATCH PAYMENT I (SEE BEDDING /BACKFILL DETAIL) m. TRENCH WIDTH PER APPROPRIATE DETAIL PLUS 2' -0" 6' -0" SIDE SEWERS ASPHALT CONCRETE PAVEMENT RESTORATION DETAIL NTS p NOTES: 1. ALL TRENCHES IN ROADWAY AREAS SHALL BE BACKFILLED AND PATCHED in PER SPECIAL PROVISION 5 -06.1 AT END OF EACH WORK DAY. THIS WORK IS INCIDENTAL TO ALL TRENCH RESTORATION WORK. 2. THE FINAL SAWCUT JOINT SHALL BE A MINIMUM OF 1' BEYOND '.. THE UNDISTURBED EDGE OF THE TRENCH. 3. ALL ASPHALT PATCH AREA OUTSIDE OF PAY LIMIT SHOWN SHALL BE CONSIDERED INCIDENTAL. TO OTHER ITEMS OF WORK. 4.. ALL TEMPORARY PATCHES ON TRENCHES SHALL BE PERMANENTLY PATCHED WITHIN (2) WEEKS OF COMPLETION OR WORK WITHIN THE ROADWAY AREA UNLESS APPROVED BY THE ENGINEER. w,wp- 27 -�6r a7 - t' -o• T T�} I PAY LIMIT TRENCH BACKFILL 5 -0" FOR 18" O.D. HOPE k 28" O.D. HOPE DUAL LINE TRENCH SUBSEQUENT BACKFILL MATERIAL (NATIVE IF APPROVED BY ENGINEER) OR IMPORT PER SECTION 9- 03.i2(I)C (SELECT BACKFILL) OF THE SPECIAL PROVISIONS PROPOSED 18" O.D. HDPE SEWER AND 28" O.D. STORM HOPE MAINS PIPE ZONE MATERIAL SHALL BE PEA GRAVEL OR SAND EXCAVATION OF UNSUITABLE SOIL AND BACKFILL OF FOUNDATION MATERIAL (IF NECESSARY) DEPTH AS APPROVED BY ENGINEER MATERIAL SHALL MEET SECTION 9- 03.9(1) BALLAST NOTES: 1. PROVIDE UNIFORM SUPPORT UNDER BARREL. 2. HAND TAMP UNDER .HAUNCHES. 3. COMPACT PIPE. ZONE MATERIAL 70 90% MINIMUM DENSITY EXCEPT DIRECTLY OVER PIPE WHERE COMPACTION WILL BE HAND TAMP ONLY. 4. PIPE MUST BE ANCHORED IN SUCH A MANNER AS TO ENSURE FLOW LINE IS MAINTAINED. 5. ALL EXCAVATION AND BEDDING AND BACKFILL MATERIALS BEYOND PAY LIMIT OF TRENCH SHALL BE INCLUDED WITHIN THE TRENCH EXCAVATION SAFETY SYSTEMS BID ITEM. 18 O.D. HDPE SEWER AND 28" O.D. HDPE STORM TYPICAL TRENCH BEDDING AND BACKFILL CONSTRUCTION NOTES 1. TRENCH SAFETY AND SHORING SHALL BE PER SECTION 7- 08.3(1)B OF THE SPECIAL PROVISIONS. TRENCHES SHALL BE SEALED TO PREVENT ENTRY DURING NON - WORKING HOURS. 2. VERTICAL CONTROL DATUM BASED ON NAVD 1988 (IN FEET) 3. UTILITY CROSSING LOCATIONS AND ELEVATIONS SHALL BE DETERMINED BY THE CONTRACTOR IN ADVANCE OF ANY CONSTRUCTION ACTIVITIES. 4. EXISTING PRIVATE IMPROVEMENTS SHALL BE TEMPORARILY RELOCATED AND PERMANENTLY REPLACED TO ACCOMMODATE SERVICE CONSTRUCTION. 5. STATIONING SHOWN IN CENTERLINE OF ROADWAY OR SURVEY CONTROL LINES AS DEFINED BY THE CONTROL POINTS. 6. ALL MANHOLES AND TYPE -2 CATCH BASINS SHALL HAVE LOCKING LIDS. 7. MATCH FINISH GRADE WITH ALL MANHOLE LIDS. S. PROVIDE AS -BUILT INFORMATION SHOWING ALL INVERT AND RIM ELEVATIONS OF MANHOLE AND CATCH .BASINS AND SIDE SEWER VERTICAL AND HORIZONTAL LOCATIONS. 9. INSTALL SEWER MAIN AND SERVICES A MINIMUM 2' FROM PARALLEL GAS LINES WHERE CONFLICT OCCURS.. 10. ALL CEMENT CONCRETE DRIVEWAYS AND ALLEY APPROACHES SHALL BE 6" THICK. (IN ACCORDANCE WITH STANDARD PLAN #F006, DRAWING #FROIN). 11. REPLACE ALL DISTURBED CURB & GUTTERS IN ACCORDANCE WITH STANDARD PLAN # F008, DRAWING # FROS AND STANDARD PLAN # F001 "CEMENT CONCRETE CURB AND GUTTER." 12. REPLACE ALL DISTURBED SIDEWALK IN ACCORDANCE WITH STANDARD PLAN If F007, DRAWING # FR02. 13. WHERE UTILITY PIPE LINE VERTICAL SEPARATION IS LESS THAN (1) ONE FOOT, INSERT ETHAFOAM HS 600 PLANK -FOAM BOARD OR EQUAL AS CLEARANCE SEPARATION. 14.. HORIZONTAL SURVEY CONTROL IS BASED ON THE MONUMENTS AT THE INTERSECTON OF NE 28TH ST / JONES AVE NE AND NE 20TH ST / JONES AVE NE. REFER TO THE COVER SHEET OF THESE CONSTRUCTIONS PLANS FOR THE RESPECTIVE COORDINATES. 10' -0" FOR 16" C905 PVC k 24" C905 PVC DUAL LINE TRENCH d c d ° S.D' II <<II d I 24" 16" 6' d NOTES; 1. PROVIDE UNIFORM SUPPORT UNDER BARREL. 2. HAND TAMP UNDER HAUNCHES. 3. COMPACT PIPE ZONE MATERIAL TO 90% MINIMUM DENSITY EXCEPT DIRECTLY OVER PIPE WHERE COMPACTION WILL BE HAND TAMP ONLY. 4. PIPE MUST BE ANCHORED IN SUCH A MANNER AS TO ENSURE FLOW LINE IS MAINTAINED. 5. ALL EXCAVATION AND BEDDING AND BACKFIt.I, MATERIALS BEYOND PAY LIMIT OF TRENCH SHALL BE INCLUDED WITHIN THE TRENCH EXCAVATION SAFETY SYSTEMS B10 ITEM. 16" C905 PVC SEWER AND 24" C905 PVC STORM TYPICAL TRENCH BEDDING AND BACKFILL SEE DETAIL #1 AND #2 FOR STREET RESTORATION REQUIREMENTS SUBSEQUENT BACKFILL MATERIAL (NATIVE IF APPROVED BY ENGINEER) OR IMPORT PER SECTION 9- 03.12(1)C (SELECT BACKFILL) OF THE SPECIAL PROVISIONS PROPOSED 16" C905 PVC SEWER AND 24" C905 PVC STORM MAIN PIPE ZONE MATERIAL PER SECTION 9 -03.16 BEDDING MATERIAL FOR FLEXIBLE PIPE EXCAVATION OF UNSUITABLE SOIL AND BACKFILL OF FOUNDATION MATERIAL (IF NECESSARY) DEPTH AS APPROVED BY ENGINEER MATERIAL SHALL MEET SECTION 9- 03.9(1) BALLAST Dab-201620A sk...o•d 15' UTILITY EASEMENT v� TYPICAL T FOR 16" C905 PVC.' 24" C905 PVC AND 8" DI SEE ABOVE DETAIL FOR BACKFILL ANQ BEDDING REQUIREMENTS .413. 3-.21612o (_i::>--1&2-,4 So <." O_ly > SCANNED MAR 3 0 2000 To 041 N �, cV N N M s, Uj Z W C s H (�tiw� 2/ q �,7 Mui ovc ! Ikl 241 0 \ y / E_ G ( N':.tC =E). ,4 u� a' F- T. 1 :)OG LE Cri (NJ W) ^�,� \ / F\23o7 �q/ .E. 8 "CQNC.(SW)-2 ")1.06 L t/1 ,? 88 W P 5 LU / AIM c240.61 8NFL I.E. „ _.nNC. NW) -2 / t ( X9.11 <o� Cc W ®W mOZy Q W H <� W 12 DEC. � a - - Y U [ ILLJ F ;/% •C. � Z N f 0 FEEDE - ` -I I e7STrr- sC - -_ L _ s�/r 1r� of n x _` �X ,% / � / / � _ /' �✓ �c� ^ W = Law bN W W �' 'C T+ - _ 42 3 Z � F CB 29 Cl) i 2 V L( o r KENNEWICK PL. N.E. ` � � '' � s A.BAND NEC1 \ �� 1 r -�/ li 4 °PNbOKJEC' ��/ /// QC) oE /1 / - -� -,ill -CT 4' CH LI - - i P / - - _ _USH -- ' P n :E w -FE ,NEE i / ✓ ; ^ y\ Cn ?o a / MON. IN CASE 2 c LLJ 41 a .5 NN N 191640.6886 MON. IN CASE ,�. cN CB E 1303803.3143 E 1303909.6898 ii� r/' // irl tsi 5\ 'SMH� JO R/M SSMy Fit•A C/2 (S2434 RIM - _.4.g1 HDA'BENCHMARK "BM -12" u; �• ' / 4 P`✓c; FORCE MAIN(NNE)=237,95 Tq C NNw 2348 / I. " _ - ro ¢ W 9 c� E 6 _•CNC.(NlN)- <..,�1.`�G E!7 i 12'CCNC.(ENE,SE, ) hq IN PC BACK OF 1'� // �', CTR: CHANNEL-229.25 LE. 6 "CCNC,(�!W)= 231.81 SIDEWALK ON SOUTH SIDE OF /c , ?/i s /� MON. IN CASE NEW 8 "PVC(NW)- 22..33 229 R6y\y. N.E. '28TH ST., 50'1 WEST OF �� /. 3 /' c,' : Q7 N 191409.8213 UNDER CONSTRUGTICN 4 F 24 CENTERLINE OF KENNEWICK PL. N.E. cV / E 1303914.6207 ELEVATION = 242.96 C04 4,16208 -roan /, �2 �• pia ,._inn nz i.i,'• �� o I E •I yr CS # 29 L E I "=20' - O' CB 27 STA. ABANDON EX. CS � SCALE �� CITY BENCH _REMOVE EXISTING CB AND REPLACE N 191320.8596 y NEW 48• TYPE -2 CB 1MARK /266 WITH NEW - TYPE -2 CS 48' 51 N _ 191884.09 ELEVATION: 247.87 FEET N _ -- 191429.91 E 1303967.1224 798 Intersection o/ NE' 28TH ST E iiGiC;i.bi$fi1303913.41 243:09' E� 1303797.48 LOCATION: In RIM y RIM =�- 235.34 CB 28 STA. & Jones Ave NE. RIM ==�ff..69 240.88 !E 15" SE = :234.89 z IE 15" NW = 234.89 z IE 24" S = 448:65 228.66' NEW 48" (TYPE -2 CB DESCRIPTION: 1/8" copper pfn' on 5" IE 24:" S = 23f�l9 231.73 o _ N '49+638'{59 191631.59 dfa. round cone. mon. _ IE 24" N 44Bc65 8 IE 24" N - 43+9G 22 .63 231,76 2 IE 6'" W = 439:ea 230.08 E f 3Bd614-3892 1303813.93 0.2 test down In mon. case. IE 12," W = 1232-M 233.21 \ RIM = 3353x235.64' ./ _ IE 8" SE _3s, 83 234.65 ,.oi o 0 0 :'� IE' 24 ' S = i4%+ 229.09 ,) IE 24 N = 229.00 229.09 R a a .... ................... ....... .. ... .. U ; . ..... ............... E. _ ag!+Y30:481.. ....... ,: .Jw a a a w x o x oEW 48 TYPE -2 CB W 250: r :° ° a N�-- _--• -e 1:91351.30 ........ :.2 5 0...:... , a ....... ` .. a ti $ 3 'rte Q E, ' -- - -- ',1'303943.38 . ... :. W ° - _. w R ¢ RIM 243:9C2233' So 233.39 a L x .. m 2 4 0 X CENTERLINE �� -- - - - -- ------ - - - - -- -- - - -- - - - - -- - --- - - - - -- --------- 2 4 0 a EXISTING - 5 E -24 SE - IE 24 NW 43368 233.35 .... .. .� �.. _ .. .. .. Q - -- -- -- - ... ......... .......... ..I. .�.... ...... ......... ........ r - -- - - - -- -- - -- . 1. o . o t :. ------- --- ------------ - - - --- -- - - -- _ I - -- .. I. --- - - - - -- -- - - - -- ' 0 0 0 :EXISTING 15" CONC. SD. REMGV',EXISTI 0 15' CONC. SD:, - --- - - -- -- - -- --- -- -- 0 W CONC. SD - ----- -- -- - - -- -- --------= - - - - -- -= - - - - -- - - - - - -- -- - --- --- - - -- - -- - - -- - -- - ELF OF-24" CPEP I� REMOVE _ REMOVE EXISTING 15 -- - -'" z30. _ ------- - - -' -- -- - - - - -- _ _ W. -- - -- -- -= -- -- -- -- - - -- -- - - - - -: �LFOF 24" CPEP SD 0 g4+lF' tr ......... ..................... ... .�. .. o; :....:....... .........:......... ; .2.3.�. . (� 42- LF OF 24 "' 1. 249 LF OF 24 CPEP SD A•i -331rr 225 84.. :. 575 . CPEP SO 0 ; --Re 36.5LF 1.18X :y °- 2 2 0 : : :q SCHEDULE "C" 220 :....... ::..... ..: ... ....... ...::.. ............. .. :...,.....:........... .......:.: ................... .:.... ............................... H N u I : W ALL THIS SHE! WORK ON TH SHE „ ET IS SCHEDULE ,Q2 CTS A N 210 210 CERTIFICATION ! V HEREBY CERTIFY: THAT THE :HORIZQNi AND VERTICAL i '" ! LOCATIONS OF THE: 'TOPOGRAPHIC FE.TJ ES'..0 HEREON ARE THE RESULT OF A SURVEY'MADE ME OR UNDER,' W PROFILE' SCALE Ld MY DIRECTION! HORIZ. 11' -20' : N aams V E RT. 1`'1' =10' . ..,....... ...... :... F.D.' TtINGEL' .....L:S: 23613:.. DATE•• .... .. ...:...... . ......... I _ i ..,:..... _ . ......: ......._ ... _ ......... , . .. o i! Z rwP 27 �s= �.� „� 5- '2 1 6121113 LL A13: s= 0 : 0 8 sc.,, ow Sd G SCANNED MAR 3 0 2000:' a P 1141 l �t rl It :. I N I gi zz o J ? ,. Q ') S � , vV) 'Z6 ! Lda HDA BENCHMARK "BM -13" W W IN N.W. CORNER D A 4"j, E ; N N l -' 5.3p CONCRETE FOOTING FOR LUMINAIRE O Z E. Z¢ j - CB ON N.E. SIDE KENNEWICK PL. N.E. W W RIM L3 .90 l ELEVATIONRTH 234.77E N.E. 29TH ST. I2 "CONC 'SW)= 2'30.80 W T ®W - - - ROTE' REES r ��, /� IM 3h.40 -2'0 9 ") W (rj MOVE AND RESET N ( ( c i) - CO N EXISTING FENCE AS a Z W NECESSARY ® J WOOD FENCE Ha � L � � _ {, 8 \ 6' WOOD FENCE 1. -.� � N y.� D - -_, R' WOOD FENCE X E _ X X X X — K X _ -- - _ -_ -� X X -� rye— = X - X —� -- X —��Z X - � W REMOVE TREES / S0 -` �� _ - - ' ` - - -- -- - — CONS,. w N� - _ -- — M O — - _ _PE WALK CO {� Z 35 n a C07 Q f ' C W CB P31 B W W i� TRENCH LUG 25 LF OF 12 "i EP S S V) KENNEWICK PL. N.E. -_ <34 ; so 0 8.0x/ 2 , w ABANDONED - _ ASPHALT W O p o xv /� -- -- - - ` - - -- W - N 3 < %-� __ — f - CB ' #36 i F. AL E"'W as i / // �f _, - -_ -• X x- X CONC. WALK X Gx- X _ $ %GHAIN -- SINK -FE "7E 1 MON. IN CASE �" � LAWN cN S.CALE 1 "=20' �'`` !€y '� `CB N 191985.9673 / HDA BENCHMARK M -14" E 1303632.6731 RIM °32 ^7 C E_ CHISELED A "X" IN EAST FOOTING I.E. 9 CON (SW)= 29 r. RIM CITY BENCH MARK 0266 �% � � � / BOLT OF 'A LUMINAIRE, ON I.E. 12 (_-0NC (IVE) 229. ; I E ELEVATION: 247.87 FEET SOUTHWEST SIDE, KENNEWICK SDMH LE. LOCATION: Intersection of NE 28TH ST /- /� s / �- /% PL. N.E. AT MIDDLE OF CURVE RIM= 234.37 as �. et Jones op r ELEVATION I.E. 15 "CONC C- �� DESCRIPTION: 1/8" copper pin on 5" �1 � �-� � _ 233.62' ' � _ dim round conc. man. / i LE. I; "GONG (NE) -�; 8.2t 0.2 feet down In man. case. ! �:� % 1, E.' 15 "C'ONC.�NW)- 127.82 CERTIFICATION n € I HEREI Y CERTIFY THAT THE HORIZONTAL AND VERTICAL a LOCATIONS ,OF THE TOPOGRAPHIC FEATURES SHOWN HEREON CB 31 CB 30 ME: THE RESULT OF A SURVEY MADE BY ME OR UNDER REMOVE EXISING CB AND REPLACE MY DIRECTION. D WITH NEW 48" TYPE -2 CB N H NEW , 48" : CB AND REPLACE F.D. RINGEL LS. 23E73' " REMOVE EX N 19198914193 WITH NEW 48" TYPE -2, CB o E 1303637.3854 3337 DAM. 1�1A z " RIM = 43,F91 233.81 E 1303726 3486 ° IE 24" Si, _a 66 224.86', RIM =43+37 234.33 oe�o a ^+ /i• _ IE 24 N ;L? +65 224.82 S 496 8� 226.89 N - 446 228.91 ao 0 00 �$ IE 12 EW 4sfF 228.650 IE 24- . E... z4'9e.901228.28 ............. a _ IE24 a IE _12 IE 12 : W = 0Be-90 227.75 CB', f36 CB . NEW CB TYPE71 a N 191797.3756 a TRENCH PLUG'STA. E 1303700.5223 a N 192 75.3664 RIM = 234.00 250: E 1303604.7839 IE 12" £ = 230.UO 250 a (SEE DETAIL S14EET:18)...... ...... .. .. .. ... ......... . . .... ° - F 240: : 240 ... ................ ............................... ...... (n' 1 ER - ... w w EX STMG CENT LINE M ,i u. c a - - ----- -- - -- c, -- 230: � o --------------- - -------- - - -- -------------- - - - - -- - -- - - -- - - - -- - -REMOVE. EXISTING 15 "" CONC.: SD W„ 230 4J; - -- - -- -------- ---- - - - - -- - - - -- REMOVE: EXISTING iSCONC SO: --------- - -- -- -- --- -- - REMOVE EXISTING 15' CONC. SD ___ _ - -------- VI - -- - --�_� --------------- =-------- ----- --- - - --------------------------------- --- = - - -- ---- ---------- - - - ----------------------- - r59•LF OF 24" C905 PVC SD O 75 220: W +f- LF OF ' 24" C905 PVC SD 0 4+391 ® : 1.002x ' ' 220 ...... . +4t LF OF 24 C905 PVC SD 18 5 0971 .......... ............. ............................... ........,........ ..... 1. 67%.._......'.... .....:......'......:.......... 201...... ..........,.. ..................,.......... ...... .. ...W.,. .... � . W 134 : (/? ALL WORK ON THIS SHEET IS SCHEDULE C s 210:�� Se►a�•ON�y :210 .... ........ w ... ..... . PROFILE SCALE HORIZ 1:"=20" ,,. > Nn s = ............. ..................... _..........;................... .......... ......,.....::.,......:: .._ VE'RT. 1; -10 . W 5 -21621 o 7 6 z Sw�o- =7 -s <62 4 SCANNED MAR 3 0 2000 t C ,1- 6 1 CV C14 cc LU 3�: z z LU LU (.) Uja cc :s. LU LU 0 z z= - LU 9L LU!S cC LU 0 = �m CC RU in LUO ZIU R CO Z LU z z 041 LU LU Z coo cl) 94 LU -5,-2 .2 oN E E- E_ p �21 z a_ 7 , u! a- FL z 0 V) < v) I D M H i), 4 I.E. lR"FIvIP(W)='l17.31 SDMH I.E. 18"CMFl(E)='2_1-.74 i PIM=216.02-- REMOVE TREES I.E. 18"CMP(W)=211.2 �=235.01 REMOVE AND RESET I.E. 13"CMP(E)(PLUGGED)=21 1.0 RII I.E. 18"FLEX(N)(TO MAY CREEK)=211.0 LE, 6"C0NC.(N)=-2_1.5 EXISTING FENCE AS D NECESSARY VA I.E. I ?-"CON(-. (W,E) �23 .06 1 0"CHEPPY 18"C W 214"•AAPLE TELEPHONE BOX 361MAPLE 1 vv f STER 0�2�4"MAPLE j � W -- .11.111T TION FENCE\ ll- "MAPLE CONSTRUCTION 2> x-x- x C"'C CB #33' 4,AWN 24 C, 1 6" OT D P -_ 7 ------- - - -- -- 1 - \1 /\� D LA NA I / I \ � 78, F-7 Ur- �.SMH -/s c� I - __F_ / , I ! 1 1� . I LAWN' LANAI SCALED LOCATION 2 - S T f )R'il' Pl/ N�""R \ NOT FIELD VEPIFIED CN� On RUCE\ 9 Olk" T 0 W N F 10 1-SF -STOPY E 2 PROTECT TREES a WOOD 6'SPR CE TOWNHOUSE LANDSCAPE. RESTORATION. LIMITS FOR RESTORE ALL DISTURBED, LAWN WITH SOD SDMH =x RIM 34.09 I.E. 12"CMP(W)=223.59 0 �A I.E. 18"CMPtE')'=,`3.49 \\Vl� I.E. 15"CONC.(`E)_223.34 MC fff EXISTING CB AND WITH NEW 154" TYPE-2 CB N 992fff.9443 192116.78 E f39559O.M64 1303595.94 RIM -- 23e.:te 234.60 , IE 24 ' S = 225.2 t222.58 IE 24:: E epg.ee 222.41 IE 12 W = 09.6.69 222.74 ...... .............................. 250 ......... 240 SCALE 1 " =20' CITY BENCH MARK #266 ELEVATION. 247.87 FEET LOCATION: Intersection of NE 28TH ST & Jones Ave NE. DESCRIPTION. 1/8" copper pin an 5" dia. round conc. mon. 0.2 feet down In mon. case. ..... .. ..... ' Sc�•+ 0� /y . .. ...... ........... .. .... ............... .. .... ......... ......... 230 ......... ....... ......... ...... .... ... ......... ......... ......... ......... ....... ......... ...... ......... ......... ................ ...... ALL Wnpk, ON THIS SHEET IS SCHEDULE C W: 220 Ld - 7. 54-tp ...... ......... ......... ....... ......... ......... ......... ......... ......... ... ... a . ....... ......... ...... ....... Lj: Or :u, _,_*4�,��,��,--j�_ ------- ......... ......... ......... ......... cr (n C90,5 P SD ------- �'C SD PROFILE SCALE 210 ...... 1' =20 ......... ...................... .... .......... ......... ....... .......... ......... ........................... ......... HORIZ; ............. VERT. 1"=1:0' a .......... ........ .. ...... ....... .......... .......... . ... ............ ......... ........ ......... .................. .................. ......... ........ J- &vo - 2 FSS -T2Tll6lPl 115 Ira -) 1-11 ne-.0a D 0 0'.2000.. 0 A4X f..7lo6J2U/ r 0 - Jl/ I CANN MA CERTIFICATION I HEREBY CERTIFY THAT THE HORIZONTAL AND VERTICAL LOCATIONS OF THE TOPOGRAPHIC FEATURES SHOWN HEREON CB 33 A ARE THE RESULT OF A SURVEY MADE! BY ME OR UNDER f REMOVE EXISTING CB AND REPLACE MY DIRECTION., 2=3 N 1 iff it B.-03?8 192122 52 F.D. F6 RINGEL LS. 23613 DATEL_ E 13036�79.aa` E EX. CB RIM,- R4,Q.24 221.43 / /N 1921'15.6401 IE 24 W'- 71 6.22 C C 1303739.2539 IE 24" E 2te.52 R RIM = 216.02 2 IE = : . : .2!!.O�0 L a ................... . ................... ......... ......... ......... ......... . ......... ...... . .. ...... ........... .. .... ............... .. .... ......... ......... 230 ......... ....... ......... ...... .... ... ......... ......... ......... ......... ....... ......... ...... ......... ......... ................ ...... ALL Wnpk, ON THIS SHEET IS SCHEDULE C W: 220 Ld - 7. 54-tp ...... ......... ......... ....... ......... ......... ......... ......... ......... ... ... a . ....... ......... ...... ....... Lj: Or :u, _,_*4�,��,��,--j�_ ------- ......... ......... ......... ......... cr (n C90,5 P SD ------- �'C SD PROFILE SCALE 210 ...... 1' =20 ......... ...................... .... .......... ......... ....... .......... ......... ........................... ......... HORIZ; ............. VERT. 1"=1:0' a .......... ........ .. ...... ....... .......... .......... . ... ............ ......... ........ ......... .................. .................. ......... ........ J- &vo - 2 FSS -T2Tll6lPl 115 Ira -) 1-11 ne-.0a D 0 0'.2000.. 0 A4X f..7lo6J2U/ r 0 - Jl/ I CANN MA Z O ww� -�� _ 2/61 a e NE 2?th ST. /ABERDEEN � ��E. NE STORf� -1 DRAINAGE IMPRO'�'Efv1ENT EAST KcNNYDA _ �ii NUI 10 SCAu CALL BEFORE YOU DI(� THE 48 HOUR LOCATORS '1- 800 -424 -5555 DATE SURFACE WATER UTILITY (V � � DATE � a � e HORIZONTAL SURVEY CONTROL FOR THE PROJECT .�— N \ 8 -12 ACV SCHEDULE AND JONES AVE NE. �^ �� SCH ED U �E E 303591.02$0 n AND C[TY OF RENTON MONUMENT / 1639 DETAILS AT THE INTERSECTION OF NE 20TH ST 17 N N 188877.7390 I � 3 � w ° � z l- � z L,J Q� � � � w� z w� � °_ w mw�w Q� aQ � w {— — J Q �� _ !� � ^� Z N !r W gag w O Y ~ �� a � Q W � no Q o w z �E 3� a � z aw W a' a r�i �� E �� 'v � .' � E c �I � o v a� '' � �° �� N � a�� ox ; � S g �° S U o � Z O ww� -�� _ 2/61 a e NE 2?th ST. /ABERDEEN � ��E. NE STORf� -1 DRAINAGE IMPRO'�'Efv1ENT EAST KcNNYDA _ �ii NUI 10 SCAu CALL BEFORE YOU DI(� THE 48 HOUR LOCATORS '1- 800 -424 -5555 V :� Sea•, � RECOMMENDEL JR APPROVAL WASTEWATER UALITY DATE SURFACE WATER UTILITY DATE WATER UTILITY DATE UTILITY SERVICES DIRECTOR HORIZONTAL SURVEY CONTROL FOR THE PROJECT SCH EDU �E IS BASED ON CITY OF RENTON MONUMENT 8 -12 y 266 AT THE INTERSECTION OF N 28TH ST SCHEDULE AND JONES AVE NE. 13 N X91429.8369 SCH ED U �E E 303591.02$0 16 AND C[TY OF RENTON MONUMENT / 1639 DETAILS AT THE INTERSECTION OF NE 20TH ST 17 AND JONES AVE NE. N 188877.7390 E 1303565.2370 V :� Sea•, � RECOMMENDEL JR APPROVAL WASTEWATER UALITY DATE SURFACE WATER UTILITY DATE WATER UTILITY DATE UTILITY SERVICES DIRECTOR DATE '� MAINTENANCE SERVICES DIRECTOR DATE f -- - _ - -= NTERCEPTOR (�J L—� 15 NE 28th ST NE 27th T 2 3 4 z � W 5 z z NE � 24th ¢ ST Q o � v Q w w °a � m o � ¢ � a o NE 20th ST w N 2 a a No r ro Scn�E SCHEDULE "A" SHEETS 2 -7 SCH EDU �E "B" SHEETS 8 -12 SCHEDULE "C" SHEETS 13 -15 SCH ED U �E "D" SHEET 16 DETAILS SHEETS 17 -18 SCANNED JUL 2 7 2001 a a 9 8 >n 4 d a 0 N N N a, rz W O > ZF E z w ?:E Ell- Q� w � z LLJ C)- 0 !-�E Of w � -off Q� Q1n Q I-- Q J I� .j-_--. >_ C o' W w CD ZC/-) (/') Q w o° y o O °E E"I 3 a �,y u (- W a a ~ 'c a a ` -E 5E �E �N Im a oy FL 8 i� 1 In N r °�a 0 In W MON. IN CASE II N 191284.6698 , I I l E 1304026.6393; HDA BENCHMARK "BM -19" / �` / =I I 1�+. I ��' �I- Y t I\ I b I ICI rV ELEVATION = 241.58' Yl IE 16" NW = 2=G.03 230.11 U� ' §D &L AROUND �' FILTER FABRIC FENCE SHALL / EX SSMH "A„ �\ "CITY BE CONSTRUCTED AND IMAINTAINEp RIM 242.1 7 12 "(E,NW) CT 1 INV E 230.09 / INV NW 229.99 SSMH 7 I 5' UTILITY / / _ l I .SSMH CB j - -- - - -- Ci Cq &Q, E 1303936.9951 NEW SSMH #3. QEFLECTION HDA BENCHMARK "BM -19" / �` / SET RR SPIKE IN NORTHWEST / 20' TEMPORARY CONSTRUCTION EASEMENT ' FACE OF A DYING 12" ALDER / rV ELEVATION = 241.58' / IE 16" NW = 2=G.03 230.11 U� ' §D &L AROUND �' FILTER FABRIC FENCE SHALL / ( �\ "CITY BE CONSTRUCTED AND IMAINTAINEp CONTRACTOR TO PROTECT CHAIN LINK FENCE AND - OWNED" r ALONG DOWNHILL EDGE OF CON$TRUC,TI IF 12" E _ 2�361.16 230.09 \ LOT 4, WELLS SHORT PLAT EASEMENTS TO PROTECT WETLA D'AND /r r i J' WOODED AREAS. DEFLECT 18" O.D. HOPE SS/ FROM NARROW TRENCH TO RIM 242.1 7 12 "(E,NW) CT 1 INV E 230.09 / INV NW 229.99 SSMH 7 I 5' UTILITY / / _ l I .SSMH CB j - -- - - -- _X. SSMH "B" N 791346.5039 Ci Cq &Q, E 1303936.9951 NEW SSMH #3. QEFLECTION i 71 „'•I A N F393B3 8633 1 91 304.89 �` / / / ® SHALL UTILIZE A'MINIMUMI 20' TEMPORARY CONSTRUCTION EASEMENT ' r IE 16" SE = 236:37 230.21 rV TRANSITION OF 100!FEET.I / s % IE 16" NW = 2=G.03 230.11 U� ' §D &L AROUND �' IE 16" SW = 236.62 ( CB #1 NEW SSMH j12 ' CONTRACTOR TO PROTECT CHAIN LINK FENCE AND N 49+399: -743 1 91 31 0.66 IF 12" E _ 2�361.16 230.09 GARAGE ADJACENT TO ZttS ABANDON EXISTING CB TYPE -2 RIM 243.09 5 FOOT EASMENT AREA. / IE EXISTING 15" S£ = 235,3 -1 36.05 = I.E. 15 "CONC.(SE,NNW)= 234.89 it �r V ` NEW 18" O.D. HOPE SEWER X SSMH „B,. RIM 243.51 N 191320.8596 _ / E 1303967.1224 I ANGLE POINT IN 18" 1 // 1 O.D_ HDPE SS LINE RIM = 243.09 /ANGLE POINT IN 18" IF 15" SE = 234.89 INV SE 230.21 N 191191.0907 E 1303986.8209 /= , i ��J . i � / / O.D. HOPE SS LINE / N 190045.6064 i E 1303985.6894r / / / // „(,Il it ,'- / ✓- � - �- J SSMH -#3 Lil ILL] _X. SSMH "B" N 791346.5039 rtCm C LAI 11- Mn - RLrIA{.G WITH NEW 48" MH WITH OUTSIDE E 1303936.9951 DROP i 71 „'•I A N F393B3 8633 1 91 304.89 �` / / / ® i/ / .^ /•• ,� i 1 i I' 20' TEMPORARY CONSTRUCTION EASEMENT ' g. VAC}26�J/ / IE 16" SE = 236:37 230.21 rV l / s % IE 16" NW = 2=G.03 230.11 U� ' §D &L AROUND �' IE 16" SW = 236.62 ( CB #1 NEW SSMH j12 ' CONTRACTOR TO PROTECT CHAIN LINK FENCE AND N 49+399: -743 1 91 31 0.66 IF 12" E _ 2�361.16 230.09 GARAGE ADJACENT TO ZttS ABANDON EXISTING CB TYPE -2 RIM 243.09 5 FOOT EASMENT AREA. / IE EXISTING 15" S£ = 235,3 -1 36.05 = I.E. 15 "CONC.(SE,NNW)= 234.89 it �r V ` - ex. Ca X SSMH „B,. RIM 243.51 N 191320.8596 _ " - - E 1303967.1224 I 12 "(SE,NNW) INV NW 229.66 RIM = 243.09 - _ IF 15" SE = 234.89 INV SE 230.21 _X. SSMH "B" N 791346.5039 rtCm C LAI 11- Mn - RLrIA{.G WITH NEW 48" MH WITH OUTSIDE E 1303936.9951 DROP RIM - 243.49 243.51 N F393B3 8633 1 91 304.89 IF 12" NW = 2:29.F.6 229.66 E ' ° 1303998.57 ' �_` IE 16" SE = 230.21 RIM=� 224.01 _2229.74 IE 16" SE = 236:37 230.21 EX. SSMH "A " IE 16" SW = 30.E 230.91 JAJ IE 16" NW = 2=G.03 230.11 IE 16" SW = 236.62 E 1304026.6393 CB #1 TORM gAWWGLE POINT IN 28" 6.D., NEW 66- TYPE -2 48 N 49+399: -743 1 91 31 0.66 IF 12" E _ 2�361.16 230.09 E f39398-t- &0291303983.20 RIM = $42- _10+242.48 IE 28"O.D. S = 236:39 236.67 IE EXISTING 15" S£ = 235,3 -1 36.05 /HDA IE 24" NW = 23530 234.78 - - - - - - ex. Ca N 191320.8596 _ " - - E 1303967.1224 I - - RIM = 243.09 - _ IF 15" SE = 234.89 TRENCH PLUGS J -ANGLE POINT IN 28" NEW 28" 0.D- HOPE O.D. HOPE SS LINE N 191191.1139 E 1303984.5210 TKi ---NEW 6" SIDE SEWER (TYPICAL) NOTE: SIDE SEWERS SHALL HAVE A MIN. SLOPE OF 2X FROM THE SEWER MAIN TO THE ADJACENT PROPERTY LINES. SIDE SEWER STUBS SHALL BE 6 FEET - "EP AT THE PROPERTY LINE IF POSSIBLE. N '9'6642 191278.70 E 438398�L7;z51- 1303986.48 / RIM = 245.66 243.76 CTOR SHALL PROVIDE IE 18 "O.D. S = �5 237.09 FHE ER THE SECTION 7- 08.3(1)8 IE 16" NE = 3x°:236.99 `=CIAL PROVISIONS. (TYPICAL) EX. SSMH "A " I JAJ N 191284.6698 - - - -_ HAVE A MINIMUM COVER OF 4 F E ET- - E 1304026.6393 TORM gAWWGLE POINT IN 28" 6.D., RIM = 42- 2:- 247,17 IF 12" E _ 2�361.16 230.09 IE 16" NW = 23e. - ,3229.99 SSMH ,F3 LOCATIONS OF THE TOPOGRAPHIC FEATURES SHOWN HEREON !Y NEW 48 SSMH ARE THE RESULT OF A SURVEY MADE BY ME OR UNDER r.. t• N 1;Jt994.173xe 191005.81 MY DIRECTION. g �. E '' ^�9�28��1303987.42 6 2' 13 RIM = 258.00 �y Qacsxca`° F.D. RINGEL L.S. 23613 DATE: IE is" SE _ 250.04 248.69 tAYiV IE 16" N = 259:+4 248.59 E%PIRE$ 9/11/ ..- 2.7.0.. ....:. / .......:... ... ... :... ......:... .... .:.. ... .. ..:. .. ..:.- .:.THE -PROAGSED- HOPE STORM . AND ..:........------- -...:.......- - - - -- - XEST/BOR197G ®ST (EiI- :SS�M7-/ B 9 HOPE SANITARY SEWERS LINES SHALL BRING I,,�j JI/ JAJ - - - -_ HAVE A MINIMUM COVER OF 4 F E ET- - TORM gAWWGLE POINT IN 28" 6.D., HDPE SS LINE / / N 19r 045.5910' /15' UTILITY EASEMENT E 1303983.3894 / FROM AND SS M H#2 TO SD MHf 2 /HDA M A SMH13. .. ............ .... . .. : N - H :LJ :LJ : ENCHMARK "BM -18" SET RR SPIKE IN EAST TEST BORING : : TRENCH PLUG : : : - HB -1 - "� - - - N 191185.7205 - E 1303985.7247 p I ----- - - - - -- FACE OF A 30" FIR ELEVATION = 260.81' W . W _ 2.S.O :(n I TRENCH PLUG - (SEE DETAIL SHEET 18) : ExI51j i 0/' ` :.. _ NOTE: .. . ..... .: ...... .. . - W ALL UNDEVELOPED AREAS WHICH ARE DISTURBED SHALL BE HYDROSEEDED. SCALE "=20' £ 1303985.0902 - (SEE DE EFT 18 TAIL SHEET SOTTO / / ALL DEVELOPED LAWNS SHALL BE - - - : RESTORED WITH SOD. CITY BENCH MARK #266 V) Ljj ELEVATION: 247.87 FEET SDMH 2 LOCATION: Intersection of NE 28TH ST & Jones Ave NE. NEW 48 SDMH DESCRIPTION: 1/8" copper pin on 5" N 191901.6324 E !303982.94651303982.39 191004.2 dia. round conc. man. 0.2 feet down in man. case. RIM = 258.00 IE 24" SE _ 25G.I3 r248. 0 IE 24" N = 250.06 248.80 CERTIFICATION 1 HEREBY CERTIFY THAT THE a1CK,ID) �Jf HORIZONTAL AND VERTICAL SSMH ,F3 LOCATIONS OF THE TOPOGRAPHIC FEATURES SHOWN HEREON !Y NEW 48 SSMH ARE THE RESULT OF A SURVEY MADE BY ME OR UNDER r.. t• N 1;Jt994.173xe 191005.81 MY DIRECTION. g �. E '' ^�9�28��1303987.42 6 2' 13 RIM = 258.00 �y Qacsxca`° F.D. RINGEL L.S. 23613 DATE: IE is" SE _ 250.04 248.69 tAYiV IE 16" N = 259:+4 248.59 E%PIRE$ 9/11/ ..- 2.7.0.. ....:. IE 15 NW _. 23 4; 89 ....:.........:.........:.. .......:... ... ... :... ......:... .... .:.. ... .. ..:. .. ..:.- .:.THE -PROAGSED- HOPE STORM . AND ..:........------- -...:.......- - - - -- HOPE SANITARY SEWERS LINES SHALL - - - - -_ HAVE A MINIMUM COVER OF 4 F E ET- - AND A MINIMUM SLOPE.OF 0.5X FROM AND SS M H#2 TO SD MHf 2 M A SMH13. .. ............ .... . .. : ...... - H :LJ :LJ : I TEST BORING : : TRENCH PLUG : : : - HB -1 - "� - - - N 191185.7205 - E 1303985.7247 p - W . W _ 2.S.O :(n TRENCH PLUG - (SEE DETAIL SHEET 18) : ExI51j i 0/' ` :.. _ .. . ..... .: ...... .. . - W ... £ 1303985.0902 - (SEE DE EFT 18 TAIL SHEET SOTTO / / W :Lat - 2 4 0 - - - : _ - - - - _APPO� 304 LF OF 28" 0.0. HOPE SO ; �O MIN. 0.5X BETWEEN CB: y1 _ _ _ - / _ nun cnuu al ROUNDWATER LEVEL NOV. 18, 1996 V) Ljj .... ......2.3.0.... -. 76 0.1% -72 LF OF 16" C905 PVC SS O 0.41[ SCHEDULE "A" WORK k-1jo - 2j -�ls :.2.2.0 SCHEDULE "C" WORK '5we -27" j /6j SEE SHEET 13 -y 29 i�-t3 LF OF 16" C905 PVC SS O i.OX SCHEDULE "A" WORK 35 0.6% 29 LF OF 16" C903 PVC SS O O:#AF SCHEDULE, "A' WORK_ ..... - . - J 276.55 LF OF 78" O.D. HOPE SS - - - 0 MIN. 0.5X BETWEEN SSMH :#2 - - AND SSMH #3 PROFILE SCALE ---- - - - HORIZ. 1 " =20 ALL :WORK ON THIS SHEET IS: SCHEDULE "A" : VERT. 1 11 0' Anil 27.0. 2.6.0 .2.5.0 TEST BORE - 2 -3.0 SCANNED JUL s 2001 S - 2 a aF CV `" m � n � rn .- ti^ P � N Q N M7 N a^ �� N � \ \ � � � - T � SS � �� O p � + REGRADE SLOPE AND PLACE �, m� ®, }\ 1 iN \\ � - � -.�` - ' 2 -3 MAN ROCK AS DIRECTED 4j 4j� _ ' � � BY ENGINEER W O �� '-° \ 1 ��\ \� \ _. `'`` NOTE: - /�� -� � Z I- f- � � \ n.,;/ i� \ \ \ - �' � _ FILTER FABRIC FENCE SHALL + � � i - _ - - . Z a- \ �`;, '. � - -- �- -- \, � � BE CONSTRUCTED AND MAINTAINED _ ,, / W � i.�._ \ ' � 15' UTUJTY EASE � - W W U � ; � � -� - - - � - - - - - - ALONG DOWNHILL EDGE OF CONSTRUCTION - �/i "' j� - � - krt '7. k= � � \ ' � C T ( \ -_ - - _ - � EASEMENTS TO PROTECT WETLAND AND _ � / / IS(t,�S-Fj i � - - - Q j � \ .,. S }E SHEE�I. �T260��\ w \,\ - - - _. - _- _.. �,WQQDED AREAS.. � i� - - /, /� %_ - - _ .. -- � W � _Z \ � ... � � \ \ \ NEW 16° PVC SEWER -. - \ � \ I � i � � �- I - ! / � � �� % - -_ - 0� W \ � � -' - \ -------- - - - --� \ i � �� 6;16 tvlAPl `; /�� m W � W \ \ \ .. � / � \ \ \ \ -1_ \_ . _. -...- - -... \ \ \ \ � "�. � CONSTORUCT ONNEASE4ENT� � I�� _. �� ' _ �� c'� c ' ,. _ - Q� Q(n �v �� vv _ ��.' i - \♦ � � 1' oG`�1 � // �/ Wed W �z J � �- � ` - .A,.) J �� -_�l � \ \ ;�}. , /, „�.T -'P� -- _" �� - cis � � 15' UTWTY EASEMENT / I '� i ' S�`15' � / � �,� A Q Q _ ��- �v � � =1 [ I � � v I C%JW � � � � TEST B ®ING - � 5 -- -��- \�\; \ \ \�� _ A - _ \ \�,�k � -� �, � �I -�, � t�iv,l'I_[� -. ��/�1 �CTN� I �'� �L/?WI`i/ % � T �2 i%i � -AI(iW 24" PVC STORM � - \- - 7 - . _ � Z B -10 � ,� `' - -. t � i / / � -� � i � % 15' UTILITY I.J.I N � Z � - _ � '3`i'LS %-� \ .. �. � -� , � � ,� _ _ � � t ffNPORARY -- � / � /' / / EASEMENT � WI � � � \ \ \ �� \ , . -`. � - - -)". CONSTRUCAON'EASEYENT -- � / / /_ / � JI I % / �/ O Y \ 4 - �. i � � r r ._ � -- - / i S9MFil ��/ / POST N \. - '� --'�- � �� '--- - - - -^c MH -�- -- -- -�--�_ _ _� i /_, � / / � � "�i�. ti�ur`n. si,�rlcl�lor�a Z� � �IOh�.. �;,iuiii I v 4 \ � ��'�- tom.. "rs - - - - -- - - = -��i / / // (/") _��` -( � \� ,� - ` \ ,. - _ . J� � SDMH_ /�' 24 "C [RI'Y - � SDMH 3 I W - _. � - �.- \ � N � -.. TEST BURIN .0 � _- -- - . -_ -- - � - -.. - -� I ., mot' - .. v o R r " I �.. � 2D'- TEMPORARY_ / � � _ � .J I / �\ o: , K' - I N 190890.5555 � �COtl9RU6AION'ASEMENT -� � � - � I..� -W I' _ - '� / �' B � Z Y c , � 15' UTILITY EASEMENT -.' E 1304248.6409 � ._ - ( � # aL 4 "Iv1AP 115 - - - - - - - �� o E NOTE: 8' PLUG (MJ) WITH ( � � �, CONTRACTOR TO REMOVE 3 ° » > ALL UNDEVELOPED AREAS WHICH aRE 2' TAP AND 2' TEMP. AND DISPOSE OF ALL H v Q SCALE I = 2 O DISTURBED SHALL BE HYDROSEEDED. BLOW -OFF ASSEMBLY I xEw 6' SIDE SEWER � � Z N 190888.3755 �; EXISTING 4" DIA. POSTS a W ALL DEVELOPED LAWNS SHALL BE PER DETAIL ON SHT 18 �N�) E 1304366.1668 � THIS WORK SHALL BE t"„� �W a CITY BENCH MARK /266 RESTORED WITH SOD. ! 8" WATER: 45' BEND (RJxRJ) I �. CONSIDERED INCIDENTAL V � o ELEVATION: 247.87 FEET r g 'v E LOCAT/0N: Inierasct /on o/ NE 28TH ST ff !!KITH CONCRETE BLOCKING �� TO Gi'HER WORK i - e a Jones Ave NE. � i �E� � PP P + E 1304436.2868 DESCRIPTION: 1 8' co er In on 5' SIDE�SEWERS SHALL HAVE A MIN. I HDA BENCHMARK °BM -17° 8" WATER: 45' BEND (RJxRJ) dla. round coot. moo. � SET RR SPIKE IN NORTH `�' 0.2 feet down !n moo. cave. SLOPE OF 2X FROM THE SEWER MAIN .-++y ']� � °' TO THE ADJACENT PROPERTY LINES. � -° w _ - _ - - - - - - - - - - - - - - - - - - - - - SIDE SEWER STUBS SHALL BE 6 FEET - � ROOT OF A 36" MAPLE i ��® °' � _ _ _ _ _ _ DEEP AT THE PROPERTY LINE IF POSSIBLE. - - - - - - � - ELEVATION 264.00 � �_ � �� rn �y --- ---- -- LJ �_I..� i� SSMH 6 N 190890.5555 NEW 48' SSMH E 1304248.6409 SDMH /14 N 190888.3755 N i- 98954:6886 190954.55 TEMP. BLOW -OFF ASSEMBLY NEW 48 SDMH E 1304366.1668 E ;- 384433�.3B8B 1304431.97 RIM =46#89 264.79 z N ' ^ ^,- X009:' -463 1 0895.23 8' WATER: 45' BEND (RJxRJ) 1E 16" E = i5?:-86251.49 o � � 1CK D E • °,�6..T:6� 1 4367.1 WITH CONCRETE sLOCK � $ g CERTIFICATION �¢ s �1j� SSMH 5 RIM = �F =-�-�� 263. IE 16" SW = 2626 251.39 � �� I HEREBY CERTIFY THAT THE HORIZONTAL AND VERTICAL !��//��(S NEW 48' SSMH IE 24" NE _ �� 50.8 a `y � LOCATIONS OF THE TOPOGRAPHIC FEATURES SHGWN HEREON � tsf SDMH 3 SSMH ,fF4 N ' ^ ^T= oo9�- ^r-.;• T 90 -24 IE 24" W = �5?�3 2 0.9 N 190945.9552 ARE THE RESULT OF A SURVEY MADE BY ME OR UNDER fx. C" NEW 48 SDMH NEW 48 SSMH £ a- 384363:3864 -13043 56 E 1304436.2868 MY DIRECTION. ♦, RIM - 363-3✓ 264 Ol ° o d F.D. RINGEL L.S. 23013 DATE: I ....� 7 � ....:.........:.........:....I I''GVw '= s]'- :ii6z' Z � S"rr� -a� -a/6: d N LaJ W 2 � '- - W W Ul s N �i90896.3^+r• 190 .19 N a- 9898-1 -1-AR0. ? 90900.73 I - 8 WATER: 45° BEND (RJxRJ) 23613 E i3B4�t46:868-7 13041 .03 E ' �",�49.: =r. 13047 49.82 IE 16' NE _ ^�f 250.92 SDMH y5 i� 9� RIM = 36�:68�264.82 RIM = 2686 4.73 IE 16' W = 2Th?,2� 261.02 NEW 48 SDMH IE 24' E = 351:- 16249.95 IE i6" E _ �': � 24g.$6 N ': « 190 0.79 Aso/+ + / IE 24' W = 45 -i:B8- 249.85 IE 16" NW = :- B�249.76 E i•3Bd#3�866 #13044 46 8' WATER MAIN FROM RIM = 464:99264.89 N 190899.4896 TON 190890.5555 IE 24" E = 353:Bfr251.49 E 1304306.7071 £ 1304248.6403 IE 24" SW = 154:15-251.39 ..................... ............................... ....�----�---��-�-- - -SHALL -BE- PUSH -DN- JOINT- PIKE-----.............. .-�---�--... .-----..... ................ r TEST BORING : _ : - � � - B" WAFER MAIN FROM � � � - ... � -10.. - � BORING. - - - ---------------- --....:.........:......... .. N:190944.7206 TO N 190899.4896 .-�- -:.........:� 7 �....:..... .........:. ........:.........:.........:.. � ....-----�-- ---��-�----------- --------- O -- 6 107 ..... EXIST /NG GROUND: � SHALL BE RESTRAINED _ _ _ - _ - TEST BORING JOINT PIPE AND FITTINGS ____� - -'- y �- _ 3` MIN. COVER TP -2 - ______ _ ------------- - - - - -- -- - _ _ ` - - � � � _ -` � _ � �--- NEW 8' DI WATER MAIN WITH POLYWRAP �" 196 - 87 0.6� � LJ #9&-73 LF OF 24 ". C905 PVC SD O 0.5X : 221 86:3 LF OF 24" C905 PVC SD O �51K _ - 4}3:32 LF OF 24" C905 PVC SD O O.SX N .....' 84 ........................ 0 89 :.........:..... i86�98 L1' OF 16'� C905 PVC' SS 'O' B.3X - 4i+.3�1-' LF OF 16 "- C905 PVC SS O -0.SX- - - - - - " APPDX. BOTTOM - � � O 96:i-.'F LF OF 16" C905 PVC SS O �59F �yJ APPDX. BOTTOM W 194 0.6% OF TEST BORE - :218 OF TEST BORE GROUNDWATER LEVEL Nov. 1B. is9s _ :.. - ... _ � 4 (1 ALL WORK ON THIS SHEET !S SCHEDULE "A" - - - - PROFILE SCALE HORIZ. 1 " =30' • - - 1- - _ ��E� �� S- 2 1 �0 2 0 3 e _< 8 4 d s i. I CV m W N N 4N < N 0- CL NOTE: I GRAVEL ROAD RECONSTRUCTION WILL BE BETWEEN W O FILTER FABRIC FENCE SHALL i ABERDEEN AVE NE AND SSMH f'6. THE ROAD SHALL ' CO I- I I - Z - BE CONSTRUCTED AND MAINTAINED BE 15 FEET WIDE. 7.5 FEET ON EITHER SIDE OF fTl - -� Z ALONG DOWNHILL EDGE OF CONSTRUCTION I THE CENTERLINE OF THE PERMANENT EASEMENT. I HDA BENCHMARK "BM -10° O LIJ W U LLJ EASEMENTS TO PROTECT WETLAND AND I THE ROAD SHALL BE 6" DEEP COMPACTED CRUSHED SET RR SPIKE IN WEST > M WOODED AREAS. I ROCK PER SECTION 9- 03.9(3) (TOP COURSE) OF THE ' FACE POWER POLE, ' IT1 af, Q W W STANDARD SPECIFICATIONS. I h - i - > r- H I ON E. SIDE ABERDEEN AVE. N.E. r. I - Z O Z LLI 220'± S. OF N.E. 27TH ST. z _ LWij [I- Lil i ELEVATION = 285.43' CITY PARKS 20' TEMPORARY �` I ✓ i PROPERTY m Lv Z W CONSTRUCTION EASEMENT w 7 vr -- �- S I---- z- ) \ 15"UTWtt EASEMENT- , , f�l h i 15' UTILITY EASEMENT / .TE BDR%IG 1 " - I:. i III I��l. J /PI_L u � Z - -/ _ -- - -,- -�- EW�f6' P C SEWER \ -' SSMH 7 +j- \ ' :if - - - - - -- - /- - ,.. -- - - - -�- I- ) S MH 8 r. C7 ilr )RIB - zCn F- r -} - - -- - -- - -- -- - - - - -- - T r ` \ ! j !� .SSMH #9 � '_- -- - I \ \ 1- NEW 2 � " PVC STORM \ INSTALL 20 LF OF 8" PVC�S g 1.OAG T9 Nil - INSTALL B_F'QF 8' PVC L 8' D/ WATER ' N 11999"6 745 190919.70 SS O 0.5% AND CAP END. -`� E 1304908.62 I p IE OF 8" AT CAP = 265.64 INSTALL ACE CLEANOUT TO AXISTING G(t�1D €I, / R ' _NEW 6' SIDE SEWER � IE OF 8" AT C.O. 275.20 (1 h / t T NOTE. 25` TEMPORARY CONSTRUCTION EASEMENT - - - - - ti I W SIDE SEWERS SHALL HAVE A MIN. - HDA BEN HMARI "BM -15° SLOPE OF 1X FROM THE SEWER MAIN OVERHEAD POWER AND TELEPHONE MAY REQUIRE SET RR jPIKE IM NORTH TO THE ADJACENT PROPERTY LINES. TEMPORARY RELOCATION TO ALLOW ROOM FOR CUT IN: FACE POWER POLE, ON SOUTH SIDE SEWER STUBS SHALL BE 6 FEET CONSTRUCTION. N 190936.8900 SIDE GR EL DRIVEWAY, OPPOSITE DEEP AT THE PROPERTY LINE IF POSSIBLE. E 1304924.5005 NORTHWE�T CORNER, HOUSE #2623 6�6" GATE (VALVE)(FL M 04C. BLOCK! U ELEVATION = 265.42' 1 -6" GATE VALVE (MJxMJ) ' 2 -6" RO -MAC COUPLINGS b1 TO STL ' NOTE., CONTRACTOR SHALL LOCATE EXISTING LOCAL I 6 "x8" INCREASER (PExMJ) WATER SERVICES TO HOUSES ALONG EASEMENT PER DETAIL ON SHEET 18 - AREA AND KEEP THEM IN SERVICE DURING ' CONSTRUCTION. THE WATER SERVICES ARE LOCATED IN THE VICINITY OF THE EXISTING EASEMENT AREA. SDMH #7 SERVICES SHALL BE TRANSF£RED TO THE NEW B" NEW 48 SDMH WATER MAIN UPON COMPLETION AND TESTING AND N +98940.6635 19 38.11 ACCEPTANCE OF THE NEW WATER MAIN. THIS WORK E - 1384946:4267 13 957.66 AND PAYMENT FOR IT SHALL BE INCIDENTAL TO OTHER RIM = 'x'. -6- 285.19 /{ BID ITEMS. IE 24" SE = 256.66 2 .31 ?® � �n.. C.o,A IE 24" W = 256.5i 254. 1 / SDMH 6 N 190936.8983 SSMH 9 NEW 48 SDMH NEW 48" SSMH N +98946:062'0 1909 7 SSMH #8 N X98944 -.3 66- 190942.12 a ,e npnp ast CONNECT TO EXISTING E +38464834331304650. SSMH 7 NEW -54' SSMH WITH INTERNAL - E ;3v494:4crc 1304960.02 6- STEEL WATER MAIN RIM = 223.58- 273.39 NEW 34- SSMH WITH INTERNAL DROP 48" N 19094...6#5 190944.40 RIM = 3$2:73285.22 IE 24' E = 154:99252.62 N /9896834F8-190950.43 E +394908.97851304909.65 /E 16" SE _ 255.5254.64 IE 24" W = 253:9•t 252.52 E 1304654.61 RIM = 285.99285.88 IE 16" W =255.55 254.54 RIM = 2758 273.63 IE 16" E = 256.39 254.37 IE 16" E = 254:85 252.73 IE 16" W = .155.29 235.27 IE 16" W = 253-.95 252.63 IE 8" S = 275..88 (Internal drop connection IE 8" S - 265.39 (internal drop connection 264.67 to be stubbed out of manhole 20 LF O 1.OX \ s to be si .. bed out of manhole 8 LF O 0.5X and capped) BOT 8" 254.40 and cap: .!) :.......... .... ... .. ...... .................. ....... .. ......... ............. -- - -- _ N 3 alp 8' WATER MAIN FROM 8-' WATER MAIN FROM o N 190944.7206 N 190936.8983 TO N 190944.7106 _ - 2 E 1304435.7206 E 1304924.5005 -£ 130.4495.7206 - -.- 0 To:.........I ......... ......... ......... ........... �- -..- - _ SHALL 'BE PUSH -TIN :JOINT PIPE : o N 190899.4896 E 1304306.1071 SHALL BE RESTRAINED N 190944.5097 TEST BORING W r n 1304515.6721 DINT PIPE AND FITTINGS 9-11 _ - N 19094N.�O07 1E 8" GATE VALVE .MJxMJ) . ...... 13045y 5.6721 11 -8" GATE VALVE (M J) mo Jr I t m ,26 INST NEW 3/1' PETER AND METER RO% AND gOMNECT EXISTING WATER SERVICES TO NE}V 8" WATER MAIN. LOCATION o E 215 ......... .... ......:.........:.........:.... ....:...... 109:61 LF OF 14" C905 PVC SD O 0.5X TO K FIELD ADJUSTED AHER CONTRACTOR 3 < - - - - - -- - -:- - - - LOCATES DUSTING SERVICES. nw Ltd x+9..52 LF OF 16' C905 PVC SS O O.SX SCALE 1 " =20' Q:..N .....:.........:......... aP E \ E °c CITY BENCH MARK 1166 APP X. BOTTOM - ^ ELEVATION: 247.87 FEET c rn 0 2 LOCATION: Intersect /on of NE TH ST a k Jones Ave NE. DESCRIPTION: 1/8" copper pin on 5" dia. round conc. man. 0.2 feet down In man. case. s 3 CERTIFICATION 41Ca DRj� I HEREBY CERTIFY THAT THE HORIZONTAL AND VERTICAL LOCATIONS OF THE TOPOGRAPHIC FEATURES SHOWN HEREON !� t4 Z ARE THE RESULT OF A SURVEY MADE BY ME OR UNDER MY DIRECTION. U) 23W6 < a �` F.D. RINGEL L.S. 23613 DATE' &QWL yyiv ERIRES 9/11/ z z z o K 0�� 2 � \ I U 290 � '_- -- - I \ \ 1- NEW 2 � " PVC STORM \ INSTALL 20 LF OF 8" PVC�S g 1.OAG T9 Nil - INSTALL B_F'QF 8' PVC L 8' D/ WATER ' N 11999"6 745 190919.70 SS O 0.5% AND CAP END. -`� E 1304908.62 I p IE OF 8" AT CAP = 265.64 INSTALL ACE CLEANOUT TO AXISTING G(t�1D €I, / R ' _NEW 6' SIDE SEWER � IE OF 8" AT C.O. 275.20 (1 h / t T NOTE. 25` TEMPORARY CONSTRUCTION EASEMENT - - - - - ti I W SIDE SEWERS SHALL HAVE A MIN. - HDA BEN HMARI "BM -15° SLOPE OF 1X FROM THE SEWER MAIN OVERHEAD POWER AND TELEPHONE MAY REQUIRE SET RR jPIKE IM NORTH TO THE ADJACENT PROPERTY LINES. TEMPORARY RELOCATION TO ALLOW ROOM FOR CUT IN: FACE POWER POLE, ON SOUTH SIDE SEWER STUBS SHALL BE 6 FEET CONSTRUCTION. N 190936.8900 SIDE GR EL DRIVEWAY, OPPOSITE DEEP AT THE PROPERTY LINE IF POSSIBLE. E 1304924.5005 NORTHWE�T CORNER, HOUSE #2623 6�6" GATE (VALVE)(FL M 04C. BLOCK! U ELEVATION = 265.42' 1 -6" GATE VALVE (MJxMJ) ' 2 -6" RO -MAC COUPLINGS b1 TO STL ' NOTE., CONTRACTOR SHALL LOCATE EXISTING LOCAL I 6 "x8" INCREASER (PExMJ) WATER SERVICES TO HOUSES ALONG EASEMENT PER DETAIL ON SHEET 18 - AREA AND KEEP THEM IN SERVICE DURING ' CONSTRUCTION. THE WATER SERVICES ARE LOCATED IN THE VICINITY OF THE EXISTING EASEMENT AREA. SDMH #7 SERVICES SHALL BE TRANSF£RED TO THE NEW B" NEW 48 SDMH WATER MAIN UPON COMPLETION AND TESTING AND N +98940.6635 19 38.11 ACCEPTANCE OF THE NEW WATER MAIN. THIS WORK E - 1384946:4267 13 957.66 AND PAYMENT FOR IT SHALL BE INCIDENTAL TO OTHER RIM = 'x'. -6- 285.19 /{ BID ITEMS. IE 24" SE = 256.66 2 .31 ?® � �n.. C.o,A IE 24" W = 256.5i 254. 1 / SDMH 6 N 190936.8983 SSMH 9 NEW 48 SDMH NEW 48" SSMH N +98946:062'0 1909 7 SSMH #8 N X98944 -.3 66- 190942.12 a ,e npnp ast CONNECT TO EXISTING E +38464834331304650. SSMH 7 NEW -54' SSMH WITH INTERNAL - E ;3v494:4crc 1304960.02 6- STEEL WATER MAIN RIM = 223.58- 273.39 NEW 34- SSMH WITH INTERNAL DROP 48" N 19094...6#5 190944.40 RIM = 3$2:73285.22 IE 24' E = 154:99252.62 N /9896834F8-190950.43 E +394908.97851304909.65 /E 16" SE _ 255.5254.64 IE 24" W = 253:9•t 252.52 E 1304654.61 RIM = 285.99285.88 IE 16" W =255.55 254.54 RIM = 2758 273.63 IE 16" E = 256.39 254.37 IE 16" E = 254:85 252.73 IE 16" W = .155.29 235.27 IE 16" W = 253-.95 252.63 IE 8" S = 275..88 (Internal drop connection IE 8" S - 265.39 (internal drop connection 264.67 to be stubbed out of manhole 20 LF O 1.OX \ s to be si .. bed out of manhole 8 LF O 0.5X and capped) BOT 8" 254.40 and cap: .!) :.......... .... ... .. ...... .................. ....... .. ......... ............. -- - -- _ N 3 alp 8' WATER MAIN FROM 8-' WATER MAIN FROM o N 190944.7206 N 190936.8983 TO N 190944.7106 _ - 2 E 1304435.7206 E 1304924.5005 -£ 130.4495.7206 - -.- 0 To:.........I ......... ......... ......... ........... �- -..- - _ SHALL 'BE PUSH -TIN :JOINT PIPE : o N 190899.4896 E 1304306.1071 SHALL BE RESTRAINED N 190944.5097 TEST BORING r n 1304515.6721 DINT PIPE AND FITTINGS 9-11 _ - 7 0: 8" GATE VALVE .MJxMJ) . ...... LAS ------- - - - - -- ��0:.... Vi 215 ......... .... ......:.........:.........:.... ....:...... 109:61 LF OF 14" C905 PVC SD O 0.5X W - - - - - -- - -:- - - - - - - - - - p Ltd x+9..52 LF OF 16' C905 PVC SS O O.SX .....� Q:..N .....:.........:......... 222.5.....:.........:.........: APP X. BOTTOM - W OF TEST BORE ' 240 ..... - 1 ...:.........:............................ .....................:......... ......... EXISTING GROUND - - - _ - - - - 3° COVER MIN. _ - - - - 6" MINIMUM CLEARANCE TER BETWEEN AND WA GAS - -698 LF_ OF- 8 "- -DI- WATER. MAIN ---- 307 - " ----- ----- -- --------- -- ---- 288.13 LF OF 24" C905 _PVC SD O 0.5X :-,AP LF OF 16 - C905 PVC SS O 0.5m st-.56 LF OF 16' C905 PVC SS O 931, ..... ------------ - --- --- - -- ------'55 0... ................. ....4 ....:......... ......... : --------- :.. ALL WORK ON THIS SHEET IS : SCHEDULE "A" = PROFILE = SCALE = HORIZ. I"=20' VERT. T " =10' - - -- - - - -- - -- -- - - - - -- - - -- I - - - -- -- -- ..290.... LO LAJ W W: W w ............ c SCANNED JUL 2 7 20C; J a o ......:.2.8.0...:..... ......:270...:..... .2.6.0...:.... 250...:..... ....24.0...:.... 230 a d a i n N � m N I CL C)% W CD >� 0- Z W L11 LLJ �>ME (-) Q � FW- wr z WCj_ ry W QCD Qci-) Q W iQ Q r- Z CN W w0 Z (j I-- Ln Q W o° 0 0 wz yE C C� 3aE �i a E-W a 0-4 U �+ �o �€ �e E \°SE7i c_ 4 bI c ow a� S ip C fia z w 0 z o K � � � U N I!, I :... 2 9 0 280 270 collcrr l t � I / CONTRACTOR SHALL LOCATE EXISTING SEPTIC i'II II I TANK FOR RECREATION BUILDING AND ABANDON. I /� SCALE 1 ; s =20' I I BY PUMPING OUT TANK AND FILLING WITH SAND. CONTRACTOR SHALL THEN CONNECT NEW SIDE i SEWER TO THE RECREATION BUILDING I'- NOTE: I l: PLAY AREA AND SAND BOX CITY BEfJCH MARK Ji266 EXISTING LANDSCAPED AREA, 0 F II L ELEVATION: 247.87 FEET TO BE PROTECTED. / LOCATION: Intersection of NE 28TH ST ^ / / 1 Jones Ave NE. i i! I' ' 45' BEND WITH SURFACE CLEANOUT i 18" ,CHERRY TREE MAY BL- i •,%/ DESCRIPTION: 1/8" copper p!n on 5 " ��/ (INCIDENTAL TO SIDE SEWER) FOR CONSTRUCTION Y. �F i(J dla. round coot. moo. I I SIDE SEWER SHALL HAVE A MINIMUM I REMOyEDJfIF NECESSAR / \ 0.2 feet down In mon. case. SLOPE OF 2X. (I II I< S F 260 Z L 250:........:L 240:........:...1 230 ....................... W - ai6r swp=a� ��da SAND N i PAY LIMIT$IFOR CONTRACTOR SHALL RELOCATE \ I �SOD RE- ST O" R AI T IO- N q l l k,7 l �A Rte ND WATER E R TO � MOD W MANHOLES. \ , .c l Q LAWN REMOVE EXISTING CHAIN LINK FENCE ( FABRIC FROM POSTS AND ROLL OUT I 1 0 1 O I 1 OF WAY DURING CONSTRUCTION. CONTRACTOR SHALL REATTACHED FENCE AFTER CONSTRUCTION. ( ' PAY LIMITS FOR SOD ,RESTORATION SSMH yl l i / r,; i SSMH 410 - i y / SDAi lJS i f f? \ 8 "I�fZ LS �I �� NEW 16" PVC�$fWER� - \ SDMH 8 W I T i I�-� <�� T I / _i9I FgR ��TE Y ml NOTE L ---- - - - --GLASS OVERLAYED ASPHALT WRHl2G OF ` EXSTINQ G TO E I PROTEC TO THEM COURT E. A ` _ ' / - - - - - - - /` ' itt REMOVED, SA I IC r IilE86 I BE REQUIRE THE EN THE OURTRAACTORS a 11 IZ` � _` t / F 112 1 F 1, \ NEW 24 PVC STORM 1 EXPENSE. SET A! 14 ", 16'CI if k( ?Y Oils / REQUIRE THE AT THE COURT TO ENCHMARK "BM -9" lA 5 .i - -� i l; IRI'` \ I THE GRAVEL AREA NORTH OF�THE 285'J ( HDA B PK NAIL IN EAST ED LL�i iBYP HETCONTRACTOR FOR AEONS USED �� j �l ( 1 I COURT s LION LINE GREEN PAINTEC BASKETBALL COURT IN 1N �' CLUB PARK \� �PROPEBTi5 i G/ ` -- I d FjIf1{ STAGING AREA l,. IF THE CONT ACTOR STAGES I j IN THIS AREA, THEY SHALL L�NSTRUCT A TEST BO ING� ^ ELEVATION = 284.98' �� TEMPORARY ENTRANCE TO ABERDEEN AVE NE B 2� x AND FENCE THE AREA, THIS IIVORK SHALL BE i1 - - `r CONSIDERED INCIDENTAL �ry t I TEST BORING B -e NOTE:, EXISTING ASPHALT PARKING LOT ( �M1j5 40' I ® I TO REMAIN OPEN TO PUBLIC ;1 NOTE: ( 011 j \ PARKING EXCEPT DURING CONSTUCTION I CONSTRUCTION THROUGH THE KENNYDALE THROUGH THE PARK -- - LIONS PARK AND ITS PARKING LOT SHALL TAKE C PLACE IN THE LAST THREE (3) WEEKS OF + _ n_ AUGUST 1998 OR AS APPROVED BY THE ENGINEER. z- - - -- ------ -- --- - -- - - -- -- - - - --- - - - -- _ _.. Sr 6 mmot O !- \ .. �Z CERTIFICATION Cy D1Pj SSMH #10 I HEREBY CERTIFY THAT THE HORIZONTAL AND VERTICAL Cy4� �� NEW 48" SSMH. SSMH #11 SDMH #9 LOCATIONS OF THE TOPOGRAPHIC FEATURES SHOWN HEREON rs1 N ;-90&81 190680.08 NEW 48" SSMH 4 M ARE THE RESULT OF A SURVEY MADE BY ME OR UNDER k. t" E - k3968SB�8S� 1305035.28 ' SDMH X18 N i9B4�S68fit190482.6 N ''^ ^ter 9T 190481.80 MY DIRECTION. RIM = 286,00 286.18 N W 4E DMH E " ^,- .�;TM12 1305041. E "__� -�-%�� 1305035.50 23613 !E 16" S = 256.11 N �9968A:�36�- i 90676. RIM = _�- 283.88 RIM = 2821 284.14 !E 16° NW -- 251.65 256.21 F.D. RIivGEL L.S. 23613 DATE: f�. i;,-.� E '�.�6 130503: IE 16" SE = 258. 26257.18 IE 24" SE _ X3257.13 RIM = -286.09- 286.13 IE 16" N = 358:1 -6 257.08 IE 24" N = 258. 17 E1wwES 9/n/ IE 24" S = - "_II 255.86 IE 24" NW = 2531.04 -255.' - ------- ---TEST BORJNG........... ............................ ..........6------ -------- - - - - -- ------ - -- - -- . 2 n 0 ..................... ....................... .. ............................... ---- -------- . 9. ..... ... I�B -2 f- EXISTING GROUND - - - -- - -- -- - - -- I :................ ......... ................ ..... - - -- - - - - -- 288:87 LF OF 16 C905 PVC SS O 6.511f 272.6 0.6% - - -- _ ... Ai 73.- T996 .:......................... ............................... ....... 194.4 0.6 %. =- 9J.49-LF OF 24" C905 PVC:SD O O.SX: 201-66 LF OF 16" C905 PVC - SS O 0.5X: -APPROX. BOTTOM 197.5 OF TEST BORE U.1 270 tw,:t .....:.........:..2.6.0........ V) � .:....... ..:.... ....:..2.5.0..: �.: ......... :.... _.....2.4.0. ............. SCANNED JUL C 7 20c S -2 e 230 g '� a f N `" � � � �. � N N p �a ^��'� CV I � � ?' w O � z 1- � Z W U rz Iw- Z w � � ��_ W mW �ZW QQ Qcn w (� Q Q o �_ D � �� Z N <Y W w O Y Z� � 4 w c.°. o° w z y�� Q o� 3Q �, z � . �w r�-� W a a U� �� o� a �E a .� d E c W �� rn c oy a� B �� £� i � 3 � �� o � �� a N z w rc U N< i � � (J ��: 0 �. ,., wl r �., �� 'J�% owQZ�� PAY LIMITS FOR SOD RESTORATION �; `` I ! I I ��(- 2 rn � O .- w i � � �� -� i (, ' i r7' • �- I �,.ev'J � 1 (' I �� I / ; y � iFl� I ;?� � � iJ "(,;i lJ i. 11 / i J i 'i I �v (:l \(V�� ®i; of r I l� � �� )Y � SSMH 12 �' ' � 'I�� SMEET 8 f / i r NEW' 16" PVC SEWER �I �I'� i �, I i _ ' �, W I.,. I / 1 -I I � NOTE: ' �` / I :. i' '� SSMFIII �jCQ�� EXISTING LANDSCAPED AREA, 1 U "I'lIJ . / / SDMH I/I10 � �� ;r�(j�ll � � I NEW 24" PVC STORM I 1 I ,I I ��U I L. F - -�' i ,'�VJj `.�.�� 1 PLAY AREA AND SAND BOX � r 1 ! ��' �ti a1 v i , , T C,� -{ , ') TO BE PROTECTED. E � _ , i � / I Iii I I q 0 ' � I ' I � �:, �u �� 'i °I' � I Y I , � � laa`w / -- � � _ �� il_� ✓d`J i � - � � , , �� I �x; � 1 � _�. �' ii ^IIII I ' 'd�2" W �,�� -PAY LIMITS FOR SOD RESTORATION I r� I- i� �� SAND w � / I %,7,11 i �� } u ,, �, _ / � I;' CONTRACTOR SHALL RELOCATE _ /s� � / SOD SHALL BE PER SECTION �' �i � I I!, o _t�� ;?pW£R AND WATER TD /� : i�; � � / 8 -02.2 OF THE SPECIAL PROVISIONS i I � r s A�'COMODA b W MANHOLES �� I / I _- ��, I � , �� / �, /i �A �`r I J I � CH LACE KJ EN E£ SHALL BENPERENCE. L � I t 1 � 1f 1 � I � ) j SECTION 9 -16.1 OF THE SPECIAL PROVISIONS. �� MAf' II I � z �� i; � F I � - I / it I. i t I O __ - n I i, 1o'r ir�E , � / KENNYDA.LE LIONS PARK __ F - - - - � SSMH /11 /� /(� / Ir;- I�I /i �`./ ~ L I% II Ilk �i�l I�/�'7c+`� a,) S v / I H'� � � F , � NOTFr. �� ' � I' FYI � I I ` _ I / / J� u %" c _ - I CONTRACTOR SHALL NOT DISTURB i � _ \ I i I � _ SOM 9 / V f, W THE INf/ELD PORTION OF THE / � / I � i I � k3Jlil r i y,,, _- '2 °-VT' $ 'F'CTfJt -f� _ - - / _ BASEBALL FPELD t A� E � �� d- 1 ' I \I 2'L I COURT SHALL. BEuY �-- - - --�/ I '�L�, I J " I x , � \ ', T I�II_l,} � ; <_ - -- 4 FROM DAMAGE. THE COURT SHALL 29 LF OF 12 CPEP -� i W � \, I i J I ENTIRE COURT TO SD O 0.86X \ li z \ ', 1 �, � 1 D AT THE CONTRACTORS HDA BENCHMARK "BM -9" i_AVJId �' �� IT, SET AI PK NAIL IN EAST EDGE, � � I� ` _ � � ' ___ �� i f 13AL 1. 1 I CENT�BALL COURT IN CONSTRUCTION THROUGH THE KENNYDALE I 1 � \ RLINE GREEN PAINTED NorE: I� � , \ I � s SKi _� BASK � t 1 i � 781 ��3 �� i�i '.1 1 iv ;j LIONS PARK AND ITS PARKING LOT SHALL TAKE �- VIAL[ �r� � � �� ' � >1� �_�U� � LIONSI CLUB PARK i � � � 3zs1. -�.� �� I � � � � � ELEVATION = 284.98' PLACE IN 7HE LAST THREE (3) WEEKS OF , �jl�iy� i y � 1 �:F �,.� AUGUST 1998 OR AS APPROVED BY THE ENGINEER. �� , ,�; � i 1 ®'�, l �' �� i `� � Y .2.9.0. _ - -- EXISTING GROUND .. 8. 0 :.......:.........:.................:.........:........ ..........:...................: .....:... 2.7.Q:..... jyj W SCALE 1 " =2 SDMH }� f 0 CB 26 NEW 48 SDMH CITY BENCH MARK X1837 N 1- 9B.F39:8558- 1 0429.27 96.5 $s1.i3 LF OF 24" ; ELEVATION: 3'. 7.23 FEET E '3 ^ "-- T- T%i -%=? =- 1 05117.40 W W LOCATION: Intersection of NE ;H ST RIM = 38F.6B 283. 7 _ &Edmonds Ave IE 24' S = 258.792 7.70 SSMH /12 DESCRIPTION: 2 -1/2' brass on IE 24' NW = 258.66 7.60 N MH conc. mon. 0.� -at In 2 3 0 N i9B�33 =?3�T6 190432.16 mon. case. 2.5.x:... E fi3B51?3:8BB-2 1305121.16 RIM = ?84 -:86 280.88 RIM = Ye#.�69283.97 .....:.........:.........:..... IE 16" W = z6�3tr 259.22 lE t 6' S = 258.77 257.65 TE i2' N = zr'fr6B- 276.74 IE 16" NW = 258.67 257.55 .2.9.0. _ - -- EXISTING GROUND .. 8. 0 :.......:.........:.................:.........:........ ..........:...................: .....:... 2.7.Q:..... jyj W CB 26 NORTH THROUGH PARK NE 24th ST � 96.5 $s1.i3 LF OF 24" ; CB 21 260 W W c9os Pvc sD o o.sx NEW 48" SSMH WITH OUTSIDE DROP N' - 190135.08 _ �.. - N 833.3 LF OF 16' .,fr7� E X365 -1- 1.9:8965 -1 3051 1 5.80 IE 12" N = z''�e:BB <79.87 C905 PVC SS O �5X 2 3 0 W 94.3 0.4% 2.5.x:... � RIM = ?84 -:86 280.88 ...:.... .....:.........:.........:..... 240: 230: ww _� _ �i6z.. swy�a� ai6t - IE: 24 N = 3�ff3+k 258.7$ IE 18" E = iifri-# 275.32 .......................IE 12" N = 375-.-8- 274.80 - - - - -- - -- 2 8 0 }31- LF OF 12" CPEP :SD O 2�� 0.6�:� 132 � 5 LF OF 12` CPEP: SD O +BX; ..... ............................... - - �.. 270. - - - - " - zo.s% W -13- LF OF 12 °. CPEP SD O z.63f 0 77% W 289.7 0.69 i9Bz3$ LF OF 24" C905 PVC SD O �53C 297.13 LF OF 16 C305 PVC - SS O $.-5�. o.a� Atl WORK ON THIS SHEET_ IS SCHEDULE ",4" - - -- PROFILE SCALE HORIZ. 1 " =20' VERT. 1 " =10' ROLL 17 3 1 - = - =- 211.5 z'-1 -5:96 LF_ OF 24" C905 PVC SD O 93Af " _ - - - -- N 260 ... 3-1b�8 LF OF. 16` C905 PVC' SS O 8:5# 211.5 1:0� jyj W CB 26 NORTH THROUGH PARK NE 24th ST SSMH 13 N i9B9- 53^6889- 190154.19 E ;�� 1304981.68 RIM = ^ ^:-0+3& 284.39 CB 21 CERTIFICATION - 1 HEREBY CERTIFY THAT THE HORIZONTAL AND VERTICAL � LOCATIONS OF THE _TOPOGRAPHIC FEATURES SHOWN HEREON - - - - - - � - - - - -ARE -TFiE - RESULT. OF -A - SURVEY MADE BY. ME: OR- UNDER- ......... - MY DIRECTION. - � 41C� D�j� � � a � � 1:..... .... t" . . . . . . .......:.........: � q � - NEW 48" SSMH WITH OUTSIDE DROP N' - 190135.08 IE 12" E = i78:BB 279.99 NEW CB TYPE -1 - - .,fr7� E X365 -1- 1.9:8965 -1 3051 1 5.80 IE 12" N = z''�e:BB <79.87 N � 190149.38 E X5873 1 305 1 1 4.23 2 3 0 1 �j RIM = 3,Bi -B9 281.32 � RIM = ?84 -:86 280.88 �-�� /� ,�/6z �� ® /�'' �� Sc�cL�� Lin, ry o IE 16" W = z6�3tr 259.22 REidOVE EXISTING CB AN.D TE i2' N = zr'fr6B- 276.74 IE 16" N = i68 -26- 259.42 REPLACE WITH NEW CB TYPE -1 IE 12" S = 3�6 -.BB- 276.67 - IE 12" E - i�B�27272 N i9Bi84.96�9- 190154.19 IE E = 259.42 E " ^ " ^',- .,_.^x;;.:51304982.20 CB #'22 - RIM = _�^ 282.08 NEW CB TYPE -1 WITH VANED GRATE _ - SDMH ,�11 IE 12" S = iBB:zuJ 279.95 N fi9B455:965fi 190155.99 NEW 48 SDMH IE E 28- 13280.81 E - 13851- t4#58,31305113.72 N '__`,--- �-- --�' -T 190139.63 4" = E ;3BSi- 1#.x-34# 13051 12.17 IE 12' S - 276�Brr 276.77 ' RIM = 381:89- 281.28 � 0 0 EM12' -��3i6 :85276.90- --- ------�-�--I .:.. .... ......... ........... ................ IE. 24".. W.=. z" 69 :38-.259.78---�---��-----..... -- .l - IE: 24 N = 3�ff3+k 258.7$ IE 18" E = iifri-# 275.32 .......................IE 12" N = 375-.-8- 274.80 - - - - -- - -- 2 8 0 }31- LF OF 12" CPEP :SD O 2�� 0.6�:� 132 � 5 LF OF 12` CPEP: SD O +BX; ..... ............................... - - �.. 270. - - - - " - zo.s% W -13- LF OF 12 °. CPEP SD O z.63f 0 77% W 289.7 0.69 i9Bz3$ LF OF 24" C905 PVC SD O �53C 297.13 LF OF 16 C305 PVC - SS O $.-5�. o.a� Atl WORK ON THIS SHEET_ IS SCHEDULE ",4" - - -- PROFILE SCALE HORIZ. 1 " =20' VERT. 1 " =10' ROLL 17 3 1 - = - =- 211.5 z'-1 -5:96 LF_ OF 24" C905 PVC SD O 93Af " _ - - - -- N 260 ... 3-1b�8 LF OF. 16` C905 PVC' SS O 8:5# 211.5 1:0� jyj W N 250= CERTIFICATION - 1 HEREBY CERTIFY THAT THE HORIZONTAL AND VERTICAL � LOCATIONS OF THE _TOPOGRAPHIC FEATURES SHOWN HEREON - - - - - - � - - - - -ARE -TFiE - RESULT. OF -A - SURVEY MADE BY. ME: OR- UNDER- ......... - MY DIRECTION. - � 41C� D�j� � � a � � 1:..... .... t" . . . . . . .......:.........: � q � - � 4 0 ......... . - - F.D. RINGEL L.S. 23613 PATE: �cerset° � feWL >� - - E��S sr�� : sCFwnED JtJL 2 7 2601 S 2 3 0 1 �j � � C l� �-�� /� ,�/6z �� ® /�'' �� Sc�cL�� Lin, ry o i� Q 8 0 a � � N `y3e ,NCB y2B � 1 HDA BENCHMARK "BM -20" N � � , �� {`� � �� EXISTING 72" DIA. '- �� t SEWER LIFT STATION `� 4 � ce 34 ' - �� S �� EXISTING IE 8" E = 263.06 SET RR SPIKE IN N.W. (V I Ex.ce � / � FACE POWER POLE, K t� (n ft99954:3885- 9969.83 NEW CB TYPE -1 � � d3. � � I 34 LF OF 16" 0905 NEW IE 16" W = 262.76 (CORE DRILL MANHOLE) Sr P 6 � N: fe9899339� 189888.65 , �;- ' " �� FILL WETWELL WITH CONCRETE ON EAST SIDE OF ABERDEEN AVE. E � 1,dA4886:82661304883.67 � ' � I PyC SS O 0.5X 1, . I� 280 E�+39f8%9z'6iS1304880.75 \_.�•y ? �' , I _ ,i SLAB AND CHANNEL TO INVERTS. OPPOSITE HOUSE 2304 RIM = 3- i3�2b273.61 fE 12" S - PSS-35266.80 _ �� c:g� � t; �i CV - M�"�"- EM12" Nom-- X365.35 266.89 �'''�I,ST ®RINC�,I \ i + ", j NEw 6" 90E SEwFR � c , ' � LIFT STATION SHALL REMAIN IN OPERA710N � � IE 12 "W - 269.96 �;i � .' 1 �' � � �' (��} i � `., ! •,,� ANDILAP1d,1�1�EDWNSTREAM SYSTEM IS TESTED ELEVATION = 273.14' ♦- O - - - -- 1E'_12" 81 270.01 �l : -'_t � 1 1 t.,','ol: ', ., -1 �,I�, I:° .-' h , ' , I� � ICI �-�� _l j, �I � �i,i i I C�.'�N'I! �i:l /: i _ 3 z n, 270 ,I - ><r - - - - -- - . � 1 � � I } II ,. WW L�..I ......... :....... :.. �__ _____ ___" _-_ -__ : \if �q ,� 1,J,ff�lt "�� 1 ' -�ri_ �_.- _ , �. ;..,. I. +) ,_,� �.., !(,1 i.; r`.) �' ,�. ri� i Q W W � 3 - -- . ' Jc, % , � ''1 / - --- �- -+ _ - - � -� - - ---- -- -- i - - -r - - - - -- r -�'1 - -I I i ? f . �� ;L� � `, .7 � �_ L � r t •ri7, f -.t�.f -_ "1, Ir ',�; ` � r - -- rr.�- - - - - -- - - -- - - - - -- - - - -- ��1 - - - -- j-_xx� � � �'��.t � � Z O z � 6 0 See Below for � 1 , � I � � G I' . (; _ _ �C�I I(, ',', F.I K , rzx ; �� W � - Proflle ConHnuaflon � MON. CASE , 1 / +. i t _ _ - _- W .............. ........ . .:. ... �;...... :.........:.........:.........: -_ - � '� - _ ._ .. (see pro /ile "B) - -- I� '1 � s, N -190 35.0281 I � I ' � 1 � E �'�'� - - I i ri, _ aVl -;� - - t � �- , - � i � ~1 r �, fi� I � <'�� a, _ I � I 1 � _ < D g pp _ �- �� s , , I � j I BE�DE�N rs�VE.I�N.E:NEW 16" PVC SEWER �\ '�B d'1d \��PLUG 12 ,CB �f119 CD I ,. m W Z W - �PRDFJLE � A � � `� \ StSMH� /14 � I f j �� -: - F ��- , '�J STORM r� 23 1,5 OF 12" � ,- _ +�E -13049 .425 E� Q� Q� - - - -� - �LP O 1.SX Q ....- ...:".. "... - - -- - - - - - - - - - - - - - - - - - - � � ....................... n �� SSMH y15 \z - _ 7 g�- - e- r- J CB: 17 / � SDMH�,%12 / / ! /� - - -- - - - - - -- - - -- j,yj -�- 0 � N 189827.82 } 2 � NEW CB TYPE- {. - - - - - - � � � - ' VC_ �CTORM _ � _ / + _ - : 1 - -3 - tF- 6f =1-2"- - - - � � � E 9304882.113! N 189772.4064: 1� -� i � i' , � ; � , _ � � -; _ -- �- �,- ,��-- -F-- -- f =•2 '- �,�{ -.' . " r K -: _ . =�i _' _. - � - � _ _ . k� (,CPEP O 2.Og � _ -_ - - - - , Z � � � � '%` L I / I / � __ �/'J;I A I,; _ f CQ •�17*- -- �t 1t11- -- - � � RIJ,I -- .�7@�6264.25.. �36!�4��:130 877.50 `� �' � ,� -' . s� 1 L � _ - - - -- z ...... ....... .. - . � - ....... E.. -. / (ses prpfllB F'?I ' i6r&62 .13 : RIM : _ £�9� 270.8 1 STALL 40 L OF ' 8 "� P� SS , - W O � IE _12= S = 266:8626 .06: !E 11" N = X6635 66.81 --- - - -��" SUR E C +AN T TOS��LT� �%� � - � I �/� - - // !r: � �' _ - �CB�//34 C/ (see {Profile "A"J -- �; "� '' j . �(\ �rofi /e A�)/ CB X18// w CV N & � ' , }- � 9% � 2 7 0 IE �12 N - 4fi�B9 26 10 1E OF 187 AT Oi i- 79 2 � }� I � -- -- -T- - - -- - - - - -- H- - Y� I r / /'� - -- -- -- r---- ---- - - - --- - -- - - -� - tt Z � � EXISTING'`GRA�. 1 �;, I i � -- 7-- - - - --- 1 - -- �' - - - - - -- - - - - - -- - - --r - ----------- - - - - -- - - --- - - - -- - - - -- --� -- - - - - - -- / / T7 1 / 1 -� i 1 --- - - - - -- - ,_ , I r � . / .��/ f L ,. w _ , I � n u; � ^' iE t2" N - 269.92' CONTRACTOR SHALL MAINTAIN SEWER SERVICE 1 6 O 61 -69-LF OF /2" CPEP �5 OF 12° .CPEP O +.91F 1 j 1 '_'; ` I ' [l I ' ` (, CV rV `L .. y 1 1 I lE 12° S = 269.42 AT ALL TIMES DURING CONSTRUCTI0�1 LS' ,� N � :... PROFJLE A ................ . I at vi I � i i(�i �:� , a. O &311F 2.8� Y� i I 1 r o ,. . . See Above /or ,, �� rtlf�l 1 1.?� � i t1 �- I Proflle Con ►Inuallon � " " 1 1 ry I ' �- £i - iEElff '08 6L ( � O Q o f 1 i !ti HDA BENCHMARK "BM -8° ) � �a .........: ........ . SET RR SPIKE IN N.W. �.[ t� C0'.+, ,�,, ^:; L58.`.' I �tq: �, I I 'Jr .�- 1 � FACE POWER POLE, i r I v 1 �. r i ,� � oy 02 aw REMOVE EXISTNG �CB AND � � � �' �' ' <�'IF AT S.E. CORNER INTERSECTION �� I - 'I CI 1 , i) iu�. / � as " " "' P,EPLACE'WITH'NEW'C'B'7YPE =9 i i I � v �� ABERDEEN AVE. & N.E. 24TH ST. NOTE E. I. G.1(P;A) 16d.c;I W U (j,,, rn a N 189818.3058 1 � 1 E E 1304916.5278 1 1 ELEVATION = 285.60' SIDE SEWERS ;;TALL HAVE A MIN. v � REMOVE EXISING CB AND � ' � ' SLOPE OF 2X FROM THE SEWER MAIN ._ „ R!M c f4 h+;x 271.24 1 ' � REPLACE WITH NEW CB TYPE -1 t 1 TO THE ADJACENT PROPERTY LINES. m E N fiB9B63:5i4B 189863.18 IE 12" E _ ^� 268.57 1 I SIDE SEWER STUBS SHALL BE 6 FEET E.�� =:= ^.;10.1311431.7..71 IE .iZ ". N .::4fr7:'79.267.89.. �E _ 1 � I 1 1 DEEP AT THE PROPERTY LINE IF POSSIBLE. ie �) 'c � RIM = 2�2$ 271.21: � � ; � IE 12" W = 366:PB 265.94 1 � 1 '. '° `o m IE 8" E = 36f8.�63- 269.53 acs IE 12" S�= 368:6268.4 � - � � � � ' �� ' ' NO 1 � TE: a 27O ----- r___ -- � r_ -- � ! Ij �, ; � 18, 19 20 AND 34 .... .. ................ CB �F 17, ® �� i" i , _ ; AND THEIR RESPECTIVE PIPES a �� I(� � AREA PART OF SCHEDULE "A„ �� i' 15� CF OF 1?" CPEP 1 F-- I 1 O u O a,G,� 1.3% 1 =' 260: � . I � I CV - � CITY BENCH MARK /1837 „ 1 t ELEVATION: 317 23 FEET ......................... .... PROFILE ..8,,......................... 1 ' LOCATION: tntersecfion of NE 25TH ST CB ¢13 W ', i ik Edmonds Ave NE. � NEW 48" CB TYPE -2 z 1 ' DESCRIPTION: 2 -1/2" brass disc on �� SSMH x'15 N t$983�:i19•� 189826.10 ' ' z 1 cone. mon. 0.4 fsef in � c u E i- 364893:11- 39 1 30489 6.26 o; � �� 1 � 1 NEW 48" S...H RIM = 3'�-r ^6271.36 tx '� 1 1 mon. case. N 1.89885.8638- 189883.98 IE 12" E = 266:86265.33 � �� 1 i ' E #384899:3879. 1304901.06 i , � � t IE 12" W = 264. -93 264.58 `` • � 1 1 RIM = 3i?:-B5 271.66 a ' I 11,'.. ' IE 16" E = 26(:83 262.59 IE 18'° 5 = 2e3.�6 263.29 I i IE 16" N = 3Sz'' -�3 265.51 IE 24" N = 36 -3.-62 262.82 290 280 270 z60 r� ----- - -: - -: � - - - - -- -- t-- - - - - -_ ........�' ...............:.... ...:..... �- �-:---.....-:- ----...- :...------:- ��38- .43 -LF OF 76" "C94S-PVC -SS- ®-8.311E --:----.....;--�----- � 249 0-4% z . o �, 250. RTIFICATI . N .......:......... � . � 4' ........:..... - - - .:.........: - - - � ' NEW a'�14SSMH AViTH- INSIDE -DROR 48" - - - - 1C D � N 198-138:6847 1 901 32.85 -� 4 sy � �/fi E i- 3B#99Ba5� 1304904.22 t HEREBY CERTIFY THAT THE HORIZONTAL AND VERTICAL - W i+' - : : RIM:= z�85:9i 2$6.51 LOCATIONS OF THE TOPOGRAPHIC FEATLRES SHOWN HEREON !,>r f tsf SDMH 12 IE L6" S = 2fi-154- 261.46 : 2 4 0 . ARE THE RESULT OF A SURVEY MADE BY ME OR UNDER �+ �� r" NEW 48° SDMH IE 16" E = 36':44261.36 - 1AY DIRECTION 190137 07 .......................... F.D. RINGEL - L.S. 23613 DATE: z36ts '�� dWt utio N. " 1E "8" "N '� - i�7- �.y2�-27 E t394B� 1304900.65 - 8.15 RIM- = 386:37286.83 IE a" W = 278.15 IE 24" S = 2`�,�2 zslso: - PROFILE SCALE HORIZ. 1 " =20' wvv .2,,� /�i : � � : : cuwrse/,V IE 24" E = 36(:46261.40: - - - - _ VERT 1 " 10' 23�: - ® - -� -.. :LL�.. :.........:......... _ :° oi�, b;� - - -- - -_ _ - - - - -r _- -------------------- .:- �........: :280 ca ------------ - - - - -- : �- 2 7 0 w......:.........:..... w x......:26..... W ..:250 .. SCHEDULE "A" SCI- IEDULE "D" NOTE: 2 4 O AND THEIR RESPECTIVE PIPS ARE A PART OF SCHEDULE: "A" ..................... _... o 5 -216 s eo CV "' o0 � � � o� � �� N N ¢ N OD � �� I c, NOTE: N � �,�i SIDE SEWERS SHALL HAVE A MIN. I SLOP£ OF 2X fROM 7HE SEWER MAIN I� I j TO THE ADJACENT PROPERTY LINES. j � (�, � � J SIDE SEWER STUBS SHALL BE 6 FEET MON. IN CASE - � DEEP AT THE PROPERTY LINE lF POSSIBLE. N 190145.1860 W � �1" � E 1305572.2009 ?y Z ~ � _ �� I REINSTALL THICKENED AS °HALT BERM • Z W I ALONG NE 24TH ST WHERE !T PREVIOUSLY NEW 6' SIDE SEWER � � U XI EXISTED. it f (ttPltu) ,` Q� W �� I�I�`,flflR - / Lt4Wh1 0 VV // _ �, ti ' I i \ W,.. � 1 V : I � 1, WQ � � - - -- _ _._ -.. . -J .. �, ' ° ,,� ', .� � , I J i .'. ^lPi -.. -: r'I ' [i I� � � V 'f l'` '�_. �� Ei "('JH � I II ':;.y- -8 � 11' rn i, 7, � . � L J - - - - W � 'S l c1 l I tr ✓--• •_ � _ 1 I -1K E - 1 ii{ Its- : -11�Jn fLl�%- - --- � .t -i- -. CL7 �Z � ,__ -.�. X•r_� = - -X- -k._I - .T .t-- - � - ^.vL AfJ}d [ D �I -�j � ' � - - - - j- - .�� r. 14;(7. i. ' I:� � El,I(�I J l'tl t� =�~' I�f� �/i l �\ �.P 1�F "�� Q - Q Q __ \ W ,�,, •s �� _ 1 t � `� :_� 1 r� � =i 11,- . - � 1 I r:VViJ � ,.__ �_ �� _ _ i� � �\� 'I W \ � �� Z � \ , o - - _ , ,- _ _ _� •• �- � -- '"� % r� �� , (� LI. !i �1 Yl�t- txY1 -rr� � �:t �.. 1_!- _l._ - � �I -�- - = � _�_ � �. � _ �/_ r - - - . -� � ; _ � � - z sLF o 33.ax cPEP o �:eac � � � � N. 2f�TH, ST., r1 - �� -� � I- .. � " r 51 T ��ct w _ - --�-�- ^ W � Y CB ' O Os � SSMH X17 ;' � �s ', Z (/� „ ' �18LF ®9.677i•�' -LF OF \12 � , i W O� 'V i;al I S MH ,{� �� r; ., 49S � TESi _ O __ ,r � - - �I+ _ y �- - \ - - -- - � -\ 1. � - \� __- _- -_- - -CP P- __ C\ cIJ �_.j _�_ _._ Q\ � �\ ._� - ancir;ir. -._- ^._ �_ -� - =:-i � -,- - �,, -_ \`� I_� Q �r -- TEST -_ -� -�� _ _- CB-�74 � � � �`� V �� - -� =._. -C=- � � �- -- -- W eDN1,�. -- � _- - � - � _-- � =s __� - �r� =�_ -- _ =-= 1.raNrd__ -- _ _ - - -_ -- - - - - . -- - -, - - ---_� - � - -.- _ _ � - t 1 � Y_.'!� _ _ i. I _ _ -rte -; -_ -.r. ,��:_1 7 t ( :'f.1 Xt j�:Lxl�f r�:(.Y A.r.y. \ � �_. - - -,. _._ �. _-... - �. I ' _..._ _ - -.. - ..- _._- - - - - -- i / /// -- - -- - ._,,�. r }a ,(�.a -Y.(l a_7[_X.�X -� ._.._Y.1:,..- ._. � {/.. ��.,,�WI_.- ;VdAlit- �... -i \ � � -t, � -: _ �.... -- --. --�- h'� v Sri.- t�- _ ` ...f i j -- \� / � - r _:� ___ - -+�� .a .. -j'� I � _ �_ -- �� r, t(� -- -!- - � � -_-1r� -- - .fix -- X� � �� _ _ -:. �r 0 �>4��n 4 F I - ' ` , _ � \� i !� w � , / � �. ,� I C,. - - ,.t � � ! ,Z, � � �8'i FII�� i � � / \\., g` Y�18' VJ(J ,-.. �''� ii' ;, J. - Ll�WIJ � k� \ \1` � / t .� i JlPit `� '\ 1 � �' ,- 5 ri Y H »� Ar_ -._- _. i.. -> " �� I .. - ., - ' _. -_ _ ,1 1`I -_ . i � III ! r, `C`!7'��,Y•�i -j•` � I 1 � l _. ' `(� 4J� I 1 �1 `.. d �Q of :xl.{ .. ,`! ( _ _ r f' .. L�NIJ \ � I - r 3 Q INSTALL THI ENED \ Ji,_ • � I'I W I.. � u ASPHALT BE M AT `" , S �A I � c°' � '� Z aw r�i WEST SIDE i I �IIM =- 317.93 z I ��aj as NEW CB /2 II MON. IN CASE I.L. 8 "i PVC(Ill�ll � - 3()6.13 c� I N 190141.1967 c c �� U �+ rno '': �' `� HDA BENCHMARK "BM -6" LE. 8" ±PVC(.) 302. �8 `'� W i rs `E !' HDA BENCHM K "BM -7" � � �', E 1305303.1548 I I � I I �!, °' SET RR SPIKE IN N. i ; I SET RR SPIKE IN N. �, Q a m E � FACE POWER POLE, �E �� FACE POWER OLE, d II I � I' , I S. S,DE N.E. 24TH ST. - � ON S. SIDE N E. 24TH ST. sy �) `= o » > �� 130't W. OF BLAINE AVE. N.E. � I °' 120't EAST OF BLAINE AVE. Q a°� SCALE � =20 ELEVATION = 83.44' ., I � _.; ELEVATION = 304.11' i I � i �I �- I U a CITY BENCH MARK /1837 -' $� / ELEVATION: 317.23 FEET �- � °� LOCATION: Inl�raocllon o/ NE 25TH ST 1 ' � � � Edmonds Avs NE. � I _ _ _ _ . _ -_ _ _ - _ _ I -I � DESCRIPTION: 2 -1/2' 6raaa disc on coot. man. 0.4 /sd !n moo. co ». SCHEDULE A" cB 2s CERTIFICATION 1CK D h, � s �® ®� ,� a M Gn�y NEW CB TYPE -1 z N 190150 4126 �� \'rte 3 � SCHEDULE A' E 13051 85.6521 I HEREBY CERTIFY THAT THE HORIZONTAL AND VERTICAL „�� /'� g G± � � ��' CB 23 _ RIM = 3g,'�yg2g2.41 LOCATIONS OF THE TOPOGRAPHIC FEATURES SHOWN HEREON a � � � �� IE 12' S = "� 279.32 ARE THE RESULT OF A SURVEY MADE BY ME OR UNDER k+ r" SSMH 17 a <„� N +9B+kr3&6i 190142.71 MY DIRECTION. � #` y E t395tB3�frfY1305184.$4 SCHEDULE A' 23673 NEW 48 SSMH g RIM = 3B3:i6 282.49 �� N - 7�98+49�1 19 139.83 IE 18' W = �,?•6�277.50 NEW CB TYPE -1 F.D. RINGEL LS. 23613 DATE: ', JWu, y�9 E 1395566 =4#S7 13 567.30 RIM = 3fi336 313.01 i IE 12' N = Pii:63 277.65 N 199x- ?3.3984 190122.49 SSMH, jt16 � �'� 9�'/ IE 12" E = 3B++Bfr 30 74 z IE 12' S = irii.- 83277.95 E t3B5t98:97�tt 1305186.06 ., ' � U 2 S �o�o�� :... .320: ..310:. �..... .. �' 300= 290 � :....�BO:..JA 320 310= : TEST BORING - BH -2 (Q .:........T ST' BORING .:.........:. .......:.........:..... ....:.........:.........:...... ... ��.��. ...: -..... ........ r:. � 300 9H -1 'ti � � . � 7 W_� � - � LF OF. 12" W _ �> � -: � : 270 a, � ...................... . rn.. .. _... -.. - -- - - - - .... ............................... CENTERLINE "."��. . N: 290 EXISTING o W `�' � -'� GROUNDWATER LEVE W W ° ; _ _ � - JAN. 15, 1998 W ......¢T .........:......... ........:.LF - - - :.........:..... �e rro r cvcr v ' - - . ...... . +�,t. OF 1 z': PVC SS o 5� � � APPROX. BOTTOM . 181.5 OF TEST BORE -68 LF DF 18' CPEP. SD o � ALL WORK ON THIS SHEET IS SCWEDULE "B" EXCEPT 73 ... ................2.ss� ....... ......... ......... ......... ...... - ', - _ - - - - - - - CB- #23; : 24; 25 :AND ALL STORM :'PIPES WWIC-W ARE....'. . 270: ww� _?]_ 2r6z = 260 �P =27 = zr 6z .... . Swp• :7 -i�bt r .............................. APPROX. BOTTOM OF TEST BORE ELEVATION 253.00 __ -_ PROFILE SCALE SCHEDULE "A" bt<ORK HORI�. 1 " =20' 270 scE►nneo JUL 2 7 2001 S- 2 1 6 / 2 O _-J I a V i 0 B 4 Q 9 n 5 •- N QQ C\I M NE�B��' N i ri 61 ij 1j > 6 : = � qN IVFG w > fW- T. i.�.� / 3076 z o / `L I / �'- W � i I i i' I. �'(.:I�I Ir �.LI,I V;) i`i. 1. 1. 'CJ� � � 'fir✓ _ 'r / m W z W LLJ 1 LL f �Q Q w � � <� ,. o; m � T y- - - - - -- r / / .3 - -- - . T rr.i - y- - --- - - - - - -- I f Mi CN W - -- -_ - -__ - y - z /- - (n .,B ,x'29 CUB AND -PLUS , / �Y •� ; �S r- / EXISTING - 18" STORM _ _ _ 4 r LLJ CB #28 - --\KE y i 23 CK PL N E -c B 26 AI3AIJ,- - - -- - -_ �Q Q o E I -- t - Y Y V T "; - - X -X' / -X - r - 245 iikUSH 4IArN- LIIJK LEfyS C r. R� �`,` 7 _ -� - - -- - �/- - - - - -- - - - - -- a T ` ---------- - - - - -- / - g4zv �c240N F \ E I MON. IN CASE '; i I N 191640.6886 MON. IN CASE �p9 XIST /NG \ \ m\°hE i I E 1303803.3143 E 1303909.6898 /fir, M F 1 i 1,1 ' R/M SSL/ NC rse Ce %Yp C;. J c �), 2 I NIhA -- l l 16p X243 6° tiN F �I !� , !i �Ir,, i C�RCI MAIH(IIIJE }- 25/�9U CpR��F�� 2348 cO i HDA BENCHMARK "BM -12" od Cam/ C�IIC.(i :l•!I t,JJ) / ) 9 a� 6'((,Ilt..ilJ1�) IN PC BACK OF hI!latt 229.' :i �N /VF�� U t .'LJ " .N'I SIDEWALK ON SOUTH SIDE OF / ° N.E. 28TH ST., 50'1 WEST OF 'MON. IN CASE CVI E I �� :(rJw) ZL9.S5 _ N 191409.8213 jI'j[ L ? Of1SIf UC1101'J 9'�4 CENTERLINE OF KENNEWICK PL. N.E_ / / ; E 1303914.6207 ' jF ELEVATION = 242.96' / U I t c SCALE 1 " =20' CB 27 STA. rn <„� CB /29 REMOVE EXISTING CB AND REPLACE ABANDON EX. CB a N 197320.8596 NEW 48" TYPE -2 CB ;TY BENCH MARK X1266 WITH NEW 3#" TYPE -2 CB 48" N 191663.4319'191664.09 �+ +EVATION: 247.87 FEET N '^,- �,-tiT9235 191429.91 E 1303967.1224 E 4363798.3956 1 30379 7.48 _OCATION: Interse .n of NE 28TH ST E ; 861 3039 1 3.41 RIM = 243.09 RIM = 235..39 235.34 CB 128 STA. t Jo: Ave NE. RIM =X68 240.88 IE 15" SE = 234.89 IE 24" S = 228.65 228.66 NEW 48" TYPE -2 CB DESCRIPTION: 1/c -opper pin on 5" IE 24" S = 231:96 231.73 E 15" NW = 234.89 IE 24" N = 228:55 226.63 N 1916387459 191631.59 dial and coot. moo. IE 24" N = 233:96 231.76 IE 6" W = 238:96 230.U8 RI 5 643813.93 0.2 t down in moo. case. ;E 12" W = 232.88 233.21 � 1,. 7.'. IE 24" S = 229:64 229.09 IE B" SE _ 2,39.83 234.65 IE 24' N = z-r9 -94 229.09 .. ......IE-6" E _230 230:48-- ---- --- - _ .... ........ ......... ........ > CB X26 N131353 -396.3 1.30 EW 48" TYPE 2- CS N 1.91351.30 'E '1303942;23631303943 v RIM = 243:86 243.03 !E 24" SE = 233:68 233.39 IE 24" NW = 233:68 233.35 ' TERLINE .... .............:....... :........:.2.50... 210 CERTIFICATION i p4�a. :R�. EXISTINGCEN "_ - - - -- ----------------- -------- --------- ----- - - -,`r --------- - - - - -- -- - - - - -: . .�. ................ ........... ................. - - - - - - ..........--- - - - - -- .. -- --- - - ------ ..__ -.. _______---------- _.__�.-- - - - - -L .. - LOCATIONS OF THE TOPOGRAPHIC FEATU ARE THE RESULT OF A SURVEY; MADE - ..-- ..._......... ...... � G4 r ---------------- .I. .,........ . P� UJ f/) MY DIRECTION. . - - -- -- - - - - -- - - - -- - -- J r HORIZ. "- O - . I I - apt teti9 .r,7 REMOVE EXISTING 15" CONC. SD $QpNIVED JUL. 2 7 "11101 - . _ REA40VE - EXISTING 15 -" CONC. SO - _- - _ _ - - _ .. R14111MILL I. z4" EP � LF OF C 1 J W W.. REMOVE EXISTING 15" � CONC. SD - - - - _ - - - - 78-LF OF 24 CPEP SD O •9� 55- SD O _ _- ---- - - - -- -� - - - - - - -... 226 LF OF 24" CPEP SO O 1331 - 1 " 84 5 - 2.4 4% 7 V) 42- LF OF- 24" 225 1.19 %: :CPEP SD 0: 1 2ifF W 36.5LF 1.18% cV "C" W � - --- - -- -- --------- - --- - -- --- ----- --- --- -I �1 SCHEDULE W ALL WORK ON THIS SHEET IS SCHEDULE "C" Ji, , _ 210 CERTIFICATION i p4�a. - . - I HEREBY CERTIFY THAT THE HORIZONT AND VERTICAL �C''a - - - - - - - - - LLJ - - LOCATIONS OF THE TOPOGRAPHIC FEATU ARE THE RESULT OF A SURVEY; MADE ES :SHOWN HEREON ME OR UNDER: � G4 r � � PROFILE SCALE : - - - : : UJ f/) MY DIRECTION. . HORIZ. "- - - . 23613 .: F. D: RINGEL U.S.' 23613.. . DATE ............ .............. �P -,a J16a apt teti9 .r,7 $QpNIVED JUL. 2 7 "11101 - R14111MILL 173 058 240 230 220 210 N � � � � � �� N yCV N a �� r\ I''J O �i � � � �� v . Z � l � y'� / —%� 220 '.` ,`� � � t ��..( ww v / �, / /. ,c. I ' '' HDA BENCHMARK "BM -13" / � � � A ❑ IN N.W. CORNER � � � �0 1/ �JC: t i CONCRETE FOOTING FOR LUMINAIRE g Z O z /� / / ON N.E. SIDE KENNEWICK PL. N.E. Q w � — / / � 225 , , ' ' ' 120'1 NORTHERLY OF N.E. 29TH ST. �� `�� _ -f, -/ %��, t I,.. Is , It:.i ;U.�f) ELEVATION = 234.77' �' — -- -�-f � ' i ItA %.� ww�� - - -� _.�OTECTgTREES � II. 6�( f�l.�,ti;i .;_•_�t; O7 Z W REMOVE AND RESET - �/ - - ) > -- ,l- Q O Q � EXISTING FENCE AS - 1- / j , - 1 \ Q w NECESSARY - � i / / �' _ b,�,n�� 2� '_Z 1 �- � ra' �, i - - __ - .- - � __ � - __ ^__ i- I .� I� z REMOVE TREES ut� �_, ,. � _ , r� _.�_f - -- '- -=� .` --- --_- - - -- - - - -- �'Y= - -,� I,, -�� -_� � 1�,` = =!n � - - -� �I i`-= .. N � Lv x �-- _ � _ _ _ _ / s / / � __ - _ _.. - -- - - - �y � R W0 Y if� � � �_ - _ - - -- -- - -_ — - __ - -_ -- _ - -_ _ _ - -- z c~i� E— � , � - __ _ c 23S � - - - - - - — - - - - - - -- -- - M -, � , �" _ i� WAL � � _ �� _i _- -i III I __. �' �. � _ , .. - �r � �'j , � _ - - W ^�� I -> / � CB 31 .c 3A i - -- _ _ W � �, i / ', � _ ___ �� , / ,/'�TREN/ PLUG / •, _ ` ., __, a - -- - � _- - - - - -- `— —_ N as �� / - s,> KENi�EWICK PL �V E. 25 so o eox�PEP —,, -- � - — � "' � � _ oN ��t;, j/� V� /�� ., i }I� �., � '� - ASPHALT z3 W �' I wz - N'- / .� 3 � / _ - � __ _. �'' CB }(136 .._ �_ — -- - -- _- �� _" _ - _ - aw / , � = ,ter,. y �r3xt21�Y� 'rte' ,- s'- ` -�--� - r rte- - �",�,t��'�f�.- �1��""6� ""' � .. / / - ., �] a a , � .. � %,_' _,._ -.:- - . si' .,! F � t r �:.t�. t t f }(; � -- -.. .. . -_ X =- X -- X . - X _ _ — X � -_ --� i ,/ __ R" V � c ° / /� / / y - _ _.. _ .. -. - - - � _ �t�,l-,�,- FN..t,1_, \\ � CF {F�IW - �I,�}KJ- FI`�fcl � � Y m' E - �, _ � �� MON. IN CASE �'� L..y'J`' _; !, CN SCALE � �� -2�� // // /,� /�/ � n -_- N 191985.9673 .-°,� ql � � � �, e;. �� HDA BENCHMARK BM -14' i� I E 1303632.6731 � _F3 ° °i / � !� � CHISELED A "X IN EAST FOOTING � °C � �, Iti -I a" CITY BENCH MARK j'266 � '�� BOLT OF A LUMINAIRE, ON „ - ,. $ ELEVATION: 247.87 FEET , � �/k� SOUTHWEST SIDE, KENNEWICK , �: �- LOCATION: Intsnsctlon o/ NE 28TH ST � �- �� % / PL. N.E. AT MIDDLE OF CURVE -� � � Jonss Aw NE. 1 ;' ELEVATION = 233.62' f� � DESCRIPTION: 1/8" copper pin on 5' �� / � _ z ,I�� [ � / �� Z i. dla. round conc. mon. r � i CI1� (II[ 1L '37 0 �� / 0.2 /��t down In mon. case. i ` / // � :� L �IIIN) LZ %.8L ® ®� � i . ��a.A �ro�� 1' _ • -nneo Jlil 2 7 2001 S —� � 1 /J 13; p 1767/7 �JC�cri�yi }+ a e 3 o � �� CERTIFICATION D�t� x N a � `� N 2 0 o S 2 � S U � O a z50 :. ........:.........:.........:.. � �� G CB /131 CB 30 a ,//�''�j��/� Gr t'" REMOVE EXISING CB AND REPLACE m 240: MY DIRECTION. WITH NEW 48" TYPE -2 CB WITH NEW 4$' TYPE -2 CB ...230:... 2��i� �: 220 N 191809.3337 £ 1303726.3486 F.D. RINGEL L.S. 23613 GATE: �� I.e� �i � . RIM = z'33.31- 233.81 RIM = ?34:3 234.33 210 IE 24' S = s�4:6S 224.86 ww -1 : ii6z ....:.........:.........:.. swp�� s6t Z 1' _ • -nneo Jlil 2 7 2001 S —� � 1 /J 13; p 1767/7 �JC�cri�yi }+ a e CERTIFICATION D�t� I HEREBY CERTIFY THAT THE HORIZONTAL AND VERTICAL og�� W LOCATIONS OF THE TOPOGRAPHIC FEATURES SHOWN HEREON � �� G CB /131 CB 30 ARE THE RESULT OF A SURVEY MADE BY ME OR UNDER ,//�''�j��/� Gr t'" REMOVE EXISING CB AND REPLACE REMOVE EXISING CB AND REPLACE MY DIRECTION. WITH NEW 48" TYPE -2 CB WITH NEW 4$' TYPE -2 CB 2��i� N 191989.4193 E 1303637.3854 N 191809.3337 £ 1303726.3486 F.D. RINGEL L.S. 23613 GATE: �� I.e� RIM = z'33.31- 233.81 RIM = ?34:3 234.33 oa»aES env IE 24' S = s�4:6S 224.86 IE 24' S = �� 226.89 lE 24" N = 23+.55 224.82 IE 24' N = i?68� 226.91 IE t2" W = �?6>� -1 226.10 IE. 12 '.E, =.?�&:8�228.26- . .....1E '8' 'E '= i'+iS:# 226.'15 ...:.........: - . -- „- ,.,,. -.,,, . - - - - 227 7S - - - � CB- 36........ ................... .. - � NEW CB TYPE -1 - � - - � - N 191797.3756 TRENCH PLUG STA. E 1303700.5223 N 192 75.3664 RIM = 234.00 E 1303604.7839 - IE 12” E 230.00 ..fSEE' DETAiL'SHEET:18) ...... ......... .........:...... �,� ........-...... .........:.........:.........:. :.........:.... - � <, x:�.-- -- :..... = 240...:..... � f.. �I�. r> . -..:. �,_ - - - - TMG LINE EXIS CE TER _....:.. M � � EMOVE EXISTING 15' CONC.: SD W ' W . ..:........... ... � - REMOVE EXISTING 15" CONC SD _ _ __ - - -- - -- - - -- - -- - - -- _ REMOVE EXISTING 15" tONC. SD � - - - - __ _ -.. --� - _. _ - - - _ - __.____ __._ - .. __ - - -- - - --- - - -- �- - -- - � - - ----- __ _.. - --- -= _ � _- ._ _ ... - ,.. ..� - - -- -. __ -___ - _ _ � - - - -42�: 2 PVCS - 'F59- !F ' C9D5 D O OF 4 _ (n - ,- _ " - - - ... _ - - - }9� LF DF 24" C905 PVC SD O - is -139F 161.5 1i W +�i- LF OF 24' C905 PVC :SD O a -1-391 2n1 1.02% W 2 � 0 ........W . ............... 1�4 ............... 1.67 %........ � W � � ALL WORK ON -THIS SHEET IS SCHEDULE "C" 210 PROFILE SCALE :VERY. 1 " =10' 1' _ • -nneo Jlil 2 7 2001 S —� � 1 /J 13; p 1767/7 �JC�cri�yi }+ a e CV i � v � � � c�0 ti � cV "a'�� N I � � ?� w o � z �— cL z ,�, >� � Q> zo z � w � w � ��_ w mL��zW \Q� Q� •Z W r- Q J � Q � �0 � �� Z d N� w � w0 Y z � � Q yw a° wo O H � �" z y.� 00 �€ E� a � z �w W �a ►-� a b o� d E .� � �E �N w �I o y 3 a� $� �� i �� C 3 $ �� o �� a � �� !� L; I; : . IrIPA I.F. 1� 1.1;'(Plj -: REMOVE TREES D �1 i N l h ' I W) - ill °' I f3 I � J(f j(I I U�`C;f_D) -L1 1 .G �11M -135.6 � REMOVE AND RESET `� EXISTING FENCE AS "Z- I e b��i ill ��.,. L.N) � I .'�� NECESSARY f _ 2 1 � "I L! � (N)(l U 1.9,4't' I'�f_K)- 11 1 .r� s .. 1? COtIC.(W I F ;i3 .L`b 1t�' .�� I��;rY �S �� ., ARE THE RESULT OF A SURVEY MADE BY ME OR UNDER .. , n � .; _� � `__ ��A;,f MY DIRECTION. ._ `:i ICILr'I10iJL d'u?. -- �'h i A� � \ , ld °C1W� --V I A \`, _ t. , x� �� t c i -� �� ,F s� �� _ I I ,,, �� I I I I I �,�.A ,, � 1 \ \t1�C'FVJf 1=tilX�ikU(,L�:)If- fi�l`'� 1 ��TSk� �, �.� t , � \ \` - -- - - -- - - -n = � - - - - -X - -- -> - -`� � -�__ - -�,C 13 I I � _ �-- _ 56 C f�7 �_� � - �--- ., F -,� - - 1-- T�_ —,� _; --- -- � - - - - -�- �.— rro'urwn�w[ur I1 _ _ _ .• � _ 1� IW \\ � j' �-, /F „i if I I - i� SSIv1H `, \ 7,� - - � ,� , I , � C \ \ � '� � � \ \ o \ _, � E.E � -yy �� a v � ` J` �` I,,�,l, � > > �' f � � — � �S PROTECT u �, / � � _ ., ;� � � � fv \\ �,; \ \ 1 \\ `� \ 2� �- - ._� _ -- _ _ `t � � \ �l TREES - PAY LIMITS FOR LANDSCAPE RESTORATION�� } f f � i �� i s �. _ "" °�..®, �� \ �� , . -- �� \ \ ��-�y x \\ \, RESTORE ALL DISTURBED LAWN WI71f SOD. „r 1 _ -*�� \ \,\ � � � �� I 1 f3v G� - � � �O C: �. \ i ? lP4 � � `� \�. \ �+` 1 . \� \ \ mil\ �� \� '�, � � . .�: - , WITH NEW 54' TYPE -2 CB N i9�+;- 1:84+3 192116.78 E +dBd696: -�66�L 1303595.94 RIM = 236.-tb 234.60 IE 24” S = 2Y�2t 222.58 IE 24" E _ 722.41 If 12' W = 333.3 222.74 REMOVE EXISTING CB AND R:. aCE WITH NEW 48' TYPE -2 CB N t93i9fr�13, 8 192122.52 E 3,-ts 1303649.fi. EX= Ce _ - - -- -- R1M = 333:?# 221.43 N' 792115.6401 lE 24° W = 3�}fr.53- 216.22 E 7303739.2539 IE 24" E = 3ifr:r3-216.19 RIM = 216.02 �, IE 18" N = 277.00 fE 78'" E = 217.00 PLUGGED) SCALE 1 " =20' CITY BENCH MARK j1266 ELEVATION: 247.87 FEET LOCATION: Intersection of NE 28TH ST & Jones Ave NE. DESCRIPTION: 1/8" copper pin on 5" dia. round coot. moo. 0.2 fesf down in moo. case. CERTIFICATION D �1 I HEREBY CERTIFY THAT THE HORIZONTAL AND VERTICAL 41C� ,CS9� LOCATIONS OF THE TOPOGRAPHIC FEATURES SHOWN HEREON !� ` C� ARE THE RESULT OF A SURVEY MADE BY ME OR UNDER Gs. t• MY DIRECTION. �, F.D. RINGEL L.S. 23613 DATE: °hsrsr� `�, y�to owwrs 9h +/ - - - - - i[ 2d" i1 = it -"rfi� 21 0. � - � - - . ® �� W :.........:.......:.........:....... ..:........:.........:......... 250 ..:.........:.. � _..�......... =- - : - - - - -: ................. ........ ,�r.a.n.�3+f�L. f. ......... ......... nvnr�:..L ....w .................. ............................... - -__ - Z �Swp•s7 - % /bt -_ - ® _ _ _- -_ � SCANNED JUL 2 7 2001 � — vc�.> ��!`s� N co m (0 6- C14N g CV ,o N g CL ry w 0 •z w >� ry < w rw- z o z w ry o� w �— QCD Q(n Q W F- C/') Q J r-M z w CD Y ZC/) Q. W ao 0 0 o C) o �'E �� 3Q H Z Da W s �E m'E �E �N C_ .y �I ` g O y d� yZ 3 A.1 3$g Ln y a 3ENCHMARK "BM -20" ............... CITY BENCH MARK #1837 CB 75 'R SPIKE IN N.W. REMOVE EXISTING CB AND LOCATION: Interssctlon of NE 25TH ST REPLACE WITH NEW CB TYPE -1 POWER POLE, N t8950!.!0t6 189506.33 DESCRIPTION: 2 -112" brass disc on 0 4 f t In E 13B49i6-.6246 1 30491 3.58 RIM = 282.#9 281 -66 C 1 ,ST SIDE OF ABERDEEN AVE. CERTIFICATION�� 250 317E HOUSE #2304 ... - --- -- ..... ... - --- : ALL WORK ON THIS SHEET IS SCHEDULE "D" I �hlERE61` CERTIFY THAT �TFiE: FibRIZ01JTAl, AND VERTICAL LOCATIONS OF THE TOPOGRAPHIC FEATURES SHOWN HEREON ARE THE RESULT OF A SURVEY MADE BY ME OR UNDER LZy r r TION = 273.14' r - - - -_ - - - M - _ DIRECTION. 2as13 240 o ..........:... ...:...-- - ---- - --- - - - -- -------- -- ------------------..... -- ---- -- -- - -- PROFILE SCALE RINGED LS 236 - DA -------....:..---....: F.D. FQ 13 TE. QWt crc� 9ry ........_.......- .:..... ` -- - t -- � - --- ---- - ------- - - - - --- I - ) - -I � -- - ---------------------- - I------ - ----- ---- - --- -- - - - --- -- - - ---- ----- -- - ----- --------------------------------------------------- 230 .............................................................................. ............................... - _ ..................:.........: .........:...... ...:.........:. SCANNED JUL 2 7 2001 S— H 1 r CB jl'5 11E CITY MON. /f 237 N OF 12" ABERDEEN AVE. N.E. R"111111111OLL 173 01;6 1 88892.5335 p 1.5X W 22.5LF ® 8.58% �� OF 12 .�`F E 1304891.0542 INTERSECTION OF NE 20TH ST. - - -- -- ---------------- ------ -------------- I - -o` -- - -- ---�.D AND ABERDEEN AVE. NE � e ltilW V � -.Ill ' I CS j14 CB j116 � - - -- - -- I ul'----------------------------------------- - - -1 - - - - - -1 - -- /------------------------------ - - - - -' --- - - - -- ------------------------------------- - - - - - -- :E All i I I SCALE 1 " =20' ............... CITY BENCH MARK #1837 CB 75 ELEVATION: 317.23 FEET REMOVE EXISTING CB AND LOCATION: Interssctlon of NE 25TH ST REPLACE WITH NEW CB TYPE -1 d Edmonds Ave NE. N t8950!.!0t6 189506.33 DESCRIPTION: 2 -112" brass disc on 0 4 f t In E 13B49i6-.6246 1 30491 3.58 RIM = 282.#9 281 -66 C 1 conc. man. ss mon. case. CB IE 8- E = 2".99 278.53 NEW CB TYPE -1 NEV 3 TYPE -2 IE 12" W = 2;97-.58- 278.08 N - 1894882.9ix9 189486.41 1304882.83 N ; �= 33 189502.65 E i3B X28.1.50282.51 8 E s889. -t459 1304888.44 RIM = RA - 28+:89281.98 IE 12" NE = 278:0 B 278.08 8" N = 27638275.74 12" E = 27.-x14 276.15 r 12" SW = 2;16.69 275.88 - - -- A -- -- -- - - -- = - - - -- - - -- -- -------- - - -- -- - Q _ -- t� iti!H .............. --- - -- ------- . EXI 71NG- GROUNA A - - - - W ->> ik C. N - - - - -- - -- - C . -- 0 W - - - 12. CP ........... 14 5 15.2% i# LF OF EP O . W u CPEP SD O J 0% � 34g LF OF 18" (di 323.5 W 1aJ.. ............... N CERTIFICATION�� 250 ......... .........:....... ... . ... - ... - --- -- ..... ... - --- : ALL WORK ON THIS SHEET IS SCHEDULE "D" I �hlERE61` CERTIFY THAT �TFiE: FibRIZ01JTAl, AND VERTICAL LOCATIONS OF THE TOPOGRAPHIC FEATURES SHOWN HEREON ARE THE RESULT OF A SURVEY MADE BY ME OR UNDER LZy r r - - - -_ - - - M - _ DIRECTION. 2as13 240 : ......................................................... ............................... ..........:... ...:...-- - ---- - --- - - - -- -------- -- ------------------..... -- ---- -- -- - -- PROFILE SCALE RINGED LS 236 - DA -------....:..---....: F.D. FQ 13 TE. QWt crc� 9ry ........_.......- .:..... HORIZ. 1 " =20'likEs vE 1 ' RT. 1 - 0 230 .............................................................................. ............................... - _ ..................:.........: .........:...... ...:.........:. SCANNED JUL 2 7 2001 S— 2 1 16121 11E R"111111111OLL 173 01;6 1 N 5. STATIONING Sh.. IN IN CENTERLINE OF ROADWAY OR SURVEY CONTROL LINES TRENCH WIDTH PER APPROPRIATE N tD m 7. MATCH FINISH GRADE WITH ALL MANHOLE LIDS. N 8. PROVIDE AS -BUILT INFORMATION SHOWING ALL INVERT AND RIM ELEVATIONS �1 ASPHALT CONCRETE PAVEMENT `I ... 4.0' TO k..O' J a 9. INSTALL SEWER MAIN AND SERVICES AMINIMUM 2' FROM PARALLEL GAS LINES RESTORATION DETAIL WHERE CONFLICT OCCURS. h N TS N 1 a NOTES: 1. ALL TRENCHES IN ROADWAY AREAS SHALL BE BACKFILLED AND PATCHED U) LLJ CD PER SPECIAL PROVISION 5 -06.1 AT END OF EACH WORK DAY. Z H- a- CURB AND GUTTER.' Z I I �LLJ M U 12. REPLACE ALL ' DISTURBED SIDEWALK IN ACCORDANCE WITH STANDARD PLAN LLJ 1.1 F- 2. THE FINAL SAWCUT JOINT SHALL BE A MINIMUM OF 1' BEYOND 2. HAND TAMP UNDER HAUNCHES. !, 4 LLI a INSERT ETHAFOAM. HS 600 PLANK -FOAM BOARD OR EQUAL AS CLEARANCE _ LLI 3. ALL ASPHALT PATCH AREA.OUTSIDE OF PAY LIMIT SHOWN SHALL LLJ M w LLI 14. HORIZONTAL SURVEY CONTROL IS BASED ON THE MONUMENTS AT THE INTERSECTION aQQV) OF NE 28TH ST / JONES AVE NE AND NE 20TH ST /JONES AVE NE. W 4. ALL TEMPORARY PATCHES ON .TRENCHES SHALL BE PERMANENTLY PATCHED (� Q Q COORDINATES: WITHIN (2) WEEKS OF COMPLETION OR WORK WITHIN THE ROADWAY AREA Nr N w w O Y Z z () �- LJ mo o: wz x d 0 O 3E E"q a �zn 4! Ey W 0- � c (> a v E E c w ) c ow a� Ln a N z z z o i. a 1 6" PAY LIMIT TRENCH BACKFILL 6' -0" FOR 12" SEWER AND 12 " -24" STORM PIPES cure- -.1. SEE DETAIL FOR STREET RESTORATION REQUIREMENTS SUBSEQUENT BACKFILL MATERIAL (NATIVE D N IM ORT PERRC SECTION 9 OR 03.12(1)C (SELECT BACKFILL) OF THE SPECIAL PROVISIONS PROPOSED 12' SEWER PIPE AND 24" AND 12" STORM PIPES PIPE ZONE MATERIAL PER SECTION 9 -03.16 BEDDING MATERIAL FOR FLEXIBLE PIPE EXCAVATION OF UNSUITABLE SOIL AND BACKFILL OF FOUNDATION MATERIAL (IF NECESSARY) DEPTH AS APPROVED BY ENGINEER MATERIAL SHALL MEET SECTION 9- 03.9(1) BALLAST NOTES: 1. PROVIDE, UNIFORM SUPPORT UNDER BARREL. 2. HAND TAMP UNDER HAUNCHES. 3. COMPACT PIPE ZONE MATERIAL TO 9OXi,MINIMUM DENSITY EXCEPT DIRECTLY OVER PIPE WHERE COMPACTION WILL BE HAND TAMP ONLY. 4. PIPE MUST BE ANCHORED IN SUCH A MANNER AS TO ENSURE FLOW LINE IS MAINTAINED. 5. ALL EXCAVATION AND BEDDING AND BACKFILL MATERIALS BEYOND PAY LIMIT OF TRENCH SHALL BE INCLUDED WITHIN THE TRENCH EXCAVATION SAFETY SYSTEMS SID ITEM. 12" PVC SEWER AND 24 " -12" CPEP STORM PIPES TYPICAL TRENCH BEDDING AND BACKFILL 12" TYP TRENCH (SEE DETAILS) PAY LIMIT OF TRENCH SAWCUT FINAL JOINT TYP. EACH SIDE T. ASPH. CONC. PAVEMENT, TYP PAY LIMIT TRENCH BACKFILL 5' -0" FOR 18" O.D. HDPE & 28" O.D. HDPE DUAL LINE TRENCH I T }8" I SUBSEQUENT BACKFILL MATERIAL (NATIVE IF APPROVED BY ENGINEER) OR IMPORT PER SECTION 9- 03.12(1)C (SELECT BACKFILL) OF THE SPECIAL PROVISIONS PROPOSED 187 O.D. HDPE SEWER AND 28" O.Q. STORM HDPE MAINS PIPE ZONE MATERIAL SHALL BE PEA GRAVEL OR SAND EXCAVATION OF UNSUITABLE SOIL AND BACKFILL OF FOUNDATION MATERIAL (IF NECESSARY) DEPTH AS APPROVED BY ENGINEER MATERIAL SHALL MEET SECTION 9- 03.9(1) BALLAST NOTES: 1. PROVIDE UNIFORM SUPPORT UNDER BARREL- 2. HAND TAMP UNDER HAUNCHES. 3. COMPACT PIPE ZONE MATERIAL TO 90% MINIMUM'DENSITY EXCEPT DIRECTLY. OVER PIPE WHERE'. COMPACTION'. WILL BE HAND TAMP ONLY. 4. PIPE MUST BE ANCHORED IN SUCH A MANNER AS TO ENSURE FLOW LINE IS MAINTAINED_ 5. ALL EXCAVATION AND BEDDING AND BACKFILL , MATERIALS BEYOND PAY LIMIT OF TRENCH SHALL BE INCLUDED WITHIN THE TRENCH EXCAVATION SAFETY SYSTEMS BIU ITEM. 18" C.D. HDPE SEWER AND 28" O.D. HDPE STORM TYPICAL TRENCH BEDDING AND BACKFILL `- 8" CL 'B' ASPHALT CONCRETE PATCH CONSTRU !ON NOTES (NE 27th ST, KENNEWICK PL NE & ABERDEEN AVE NE) 1. TRENCH SAr AND SHORING SHALL BE PER SECTION 7- 08.3(1)6 OF THE SPECIAL 4' CL 'B' ASPHALT CONCRETE PATCH PROVISIONS. =NCHES SHALL . BE SEALED TO PREVENT ENTRY DURING NON - WORKING (NE 24th ST) HOURS. 2. VERTICAL C tOL DATUM BASED ON NAVD 1988 (IN FEET) �- 6" CRUSHED SURFACING TOP COURSE 3. UTILITY CRO:. G LOCATIONS AND ELEVATIONS SHALL BE DETERMINED BY THE CONTRACTOh ADVANCE OF ANY CONSTRUCTION ACTIVITIES. BACKFILL 4. EXISTING PRI% IMPROVEMENTS SHALL BE TEMPORARILY RELOCATED AND PATCH PAYMENT I (SEE BEDDING /BACKFILL DETAIL) PERMANENTL -- - <EPLACED TO ACCOMMODATE SERVICE CONSTRUCTION. 10' -0' FOR 16" C905 PVC & 24" C905 PVC 5. STATIONING Sh.. IN IN CENTERLINE OF ROADWAY OR SURVEY CONTROL LINES TRENCH WIDTH PER APPROPRIATE m n� DETAIL PLUS 2' -0' 7. MATCH FINISH GRADE WITH ALL MANHOLE LIDS. 6' -0' SIDE SEWERS 8. PROVIDE AS -BUILT INFORMATION SHOWING ALL INVERT AND RIM ELEVATIONS �1 ASPHALT CONCRETE PAVEMENT `I ... 4.0' TO k..O' J a 9. INSTALL SEWER MAIN AND SERVICES AMINIMUM 2' FROM PARALLEL GAS LINES RESTORATION DETAIL WHERE CONFLICT OCCURS. TPIPE N TS Z O THICK. (IN ACCORDANCE WITH STANDARD PLAN #F006, DRAWING #FR01N). NOTES: 1. ALL TRENCHES IN ROADWAY AREAS SHALL BE BACKFILLED AND PATCHED U) PER SPECIAL PROVISION 5 -06.1 AT END OF EACH WORK DAY. ' CURB AND GUTTER.' THIS WORK IS INCIDENTAL TO ALL TRENCH RESTORATION WORK. 12. REPLACE ALL ' DISTURBED SIDEWALK IN ACCORDANCE WITH STANDARD PLAN NOTES: 1. PROVIDE UNIFORM SUPPORT UNDER BARREL. 2. THE FINAL SAWCUT JOINT SHALL BE A MINIMUM OF 1' BEYOND 2. HAND TAMP UNDER HAUNCHES. !, 13. WHERE UTILITY PIPE LINE VERTICAL SEPARATION IS LESS THAN (1) ONE FOOT, THE UNDISTURBED EDGE OF THE TRENCH. INSERT ETHAFOAM. HS 600 PLANK -FOAM BOARD OR EQUAL AS CLEARANCE EXCEPT DIRECTLY OVER PIPE WHERE I COMPACTION WILL BE 3. ALL ASPHALT PATCH AREA.OUTSIDE OF PAY LIMIT SHOWN SHALL HAND TAMP ONLY. 14. HORIZONTAL SURVEY CONTROL IS BASED ON THE MONUMENTS AT THE INTERSECTION BE CONSIDERED INCIDENTIAL TO OTHER ITEMS OF WORK. OF NE 28TH ST / JONES AVE NE AND NE 20TH ST /JONES AVE NE. FLOW LINE IS MAINTAINED. 4. ALL TEMPORARY PATCHES ON .TRENCHES SHALL BE PERMANENTLY PATCHED 5. ALL EXCAVATION AND BEDDING AND BACKFILL MATERIALS COORDINATES: WITHIN (2) WEEKS OF COMPLETION OR WORK WITHIN THE ROADWAY AREA LL,i UNLESS APPROVED BY THE ENGINEER: 16" C905 PVC SEWER AND 24" C905 PVC STORM TYPICAL TRENCH BEDDING AND BACKFILL z 10' -0' FOR 16" C905 PVC & 24" C905 PVC 5. STATIONING Sh.. IN IN CENTERLINE OF ROADWAY OR SURVEY CONTROL LINES DUAL LINE TRENCH AS DEFINED BY THE CONTROL POINTS. n� 6. ALL MANHOLES AND TYPE -2 CATCH BASINS SHALL HAVE LOCKING LIDS. 7. MATCH FINISH GRADE WITH ALL MANHOLE LIDS. 8. PROVIDE AS -BUILT INFORMATION SHOWING ALL INVERT AND RIM ELEVATIONS �1 OF MANHOLE AND CATCH BASINS AND SIDE SEWER VERTICAL AND HORIZONTAL. LOCATIONS. `I ... 4.0' TO k..O' J a 9. INSTALL SEWER MAIN AND SERVICES AMINIMUM 2' FROM PARALLEL GAS LINES 1, -0, - WHERE CONFLICT OCCURS. TPIPE 10. ALL CEMENT CONCRETE DRIVEWAYS AND ALLEY APPROACHES SHALL BE 6" 24" THICK. (IN ACCORDANCE WITH STANDARD PLAN #F006, DRAWING #FR01N). 11. REPLACE ALL DISTURBED CURB & GUTTERS IN ACCORDANCE WITH STANDARD PLAN # F008, DRAWING # FRO5 AND STANDARD PLAN # F001 'CEMENT CONCRETE ' CURB AND GUTTER.' `. 12. REPLACE ALL ' DISTURBED SIDEWALK IN ACCORDANCE WITH STANDARD PLAN NOTES: 1. PROVIDE UNIFORM SUPPORT UNDER BARREL. # F007. DRAWING # FR02. 2. HAND TAMP UNDER HAUNCHES. !, 13. WHERE UTILITY PIPE LINE VERTICAL SEPARATION IS LESS THAN (1) ONE FOOT, 3. COMPACT PIPE. ZONE MATERIAL TO 90% MINIMUM DENSITY INSERT ETHAFOAM. HS 600 PLANK -FOAM BOARD OR EQUAL AS CLEARANCE EXCEPT DIRECTLY OVER PIPE WHERE I COMPACTION WILL BE SEPARATION.. HAND TAMP ONLY. 14. HORIZONTAL SURVEY CONTROL IS BASED ON THE MONUMENTS AT THE INTERSECTION 4. PIPE MUST BE ANCHORED IN SUCH A MANNER AS TO ENSURE OF NE 28TH ST / JONES AVE NE AND NE 20TH ST /JONES AVE NE. FLOW LINE IS MAINTAINED. REFER TO THE COVER SHEET OF THESE CONSTRUCTIONS PLANS FOR THE RESPECTIVE 5. ALL EXCAVATION AND BEDDING AND BACKFILL MATERIALS COORDINATES: BEYOND PAY LIMIT OF TRENCH SHALL BE INCLUDED WITHIN LL,i 0: 10' -0' FOR 16" C905 PVC & 24" C905 PVC SEE DETAIL #1 AND #2 DUAL LINE TRENCH FOR STREET RESTORATION REQUIREMENTS n� SUBSEQUENT BACKFILL MATERIAL (NATIVE IF APPROVED BY ENGINEER) OR IMPORT PER SECTION 9- 03.12(1)C �1 (SELECT BACKFILL) OF THE SPECIAL PROVISIONS. `I ... 4.0' TO k..O' J a 1, -0, - PROPOSED 16" C905 PVC SEWER AND 24" C905 PVC STORM MAIN TPIPE ZONE MATERIAL PER SECTION 24" 9 -03.16 BEDDING MATERIAL FOR FLEXIBLE PIPE EXCAVATION OF UNSUITABLE SOIL AND BACKFILL OF FOUNDATION MATERIAL (IF NECESSARY) ' DEPTH AS APPROVED BY ENGINEER `. MATERIAL SHALL MEET SECTION 9- 03.9(1) BALLAST NOTES: 1. PROVIDE UNIFORM SUPPORT UNDER BARREL. 2. HAND TAMP UNDER HAUNCHES. !, 3. COMPACT PIPE. ZONE MATERIAL TO 90% MINIMUM DENSITY EXCEPT DIRECTLY OVER PIPE WHERE I COMPACTION WILL BE HAND TAMP ONLY. 4. PIPE MUST BE ANCHORED IN SUCH A MANNER AS TO ENSURE FLOW LINE IS MAINTAINED. 5. ALL EXCAVATION AND BEDDING AND BACKFILL MATERIALS BEYOND PAY LIMIT OF TRENCH SHALL BE INCLUDED WITHIN THE TRENCH EXCAVATION SAFETY SYSTEMS BID ITEM. 16" C905 PVC SEWER AND 24" C905 PVC STORM TYPICAL TRENCH BEDDING AND BACKFILL DmAV621A ✓. : c r& I 15' UTILITY EASEMENT I VARIES TYPICAL CROSS SECTION FOR 16" C905 PVC, 24 "IC905 PVC AND 8" DI SEE ABOVE DETAIL FOR BACKFILL AND BEDDING REQUIREMENTS SCAME12 JUL 27 20W S- �1C217