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16-101184 (3)a a i STA 14+15, 22' LT R 14+31. 3W LT cc elnipklf:li ;ICIyTW STATION ON ROARWAY FL EL I PC 13 82 20 fi 9 f 4 9i a 2 97.5 4 9B.0 PT 14+29.40 57.51 98.3 ❑ = 99'9'51' T r 41.10' - L = "NIMAM; ur r W KOW Al UUMU r+wC STA 14+14, 27.5' LT k 14+29. 59 LT mr f _nRmvp 79NM CURB RETURN EIONal STATION UN R jflr_w PC 46+16.90 14' F[r 9 .4 i 4 2 3 4 m PT 1 Q+42.86 20' L = 89'57'3" R =3O' T-29.97. L = 47.10' ,:t.Keuant ur reu ,uwr n, wrca r+wc STA 10+29, 26' LT CC pnAAICR "Kin —RETURNCURU IONS, STATION ON ROADWAY FL EL PC 47+06.90 1 399.39 1 4 399.25 2 3 4 398.61 PT 10+47.70. 20' RT 98-46 A - 90'3'46" T - 35.04' R =35' L = 55.02' UtPlItKURL OF rto NMF At LUM M" STA 10+27. 25' RT A PORTION OF SECTION 25, TOWNSHIP 21N NORTH�lZANGE 3E, W.M. END r- ROJ EC I'- - - !mow _4 PE�. � + r 175 -------_______ T35M �,r sw sTA - rr+-5"r �--y�� 20 20 ►g �� SEE SECTION — o { K — _ ! SW 356TH ST I { w D$ 92'Ju •lJ' 6I7.62 I f _—` - - f gem f--� I 1 �-- of —' — — — — I 1 �•� 19 1 I2ro CL in RCP T S r — - — r _— s�D.00s FTLF1 —c _T r T -_ r A I ! -- r 4 T r / I I 6 1 j 3Q S-0.05$ Ff/Fr iI C8 2 to % I c A� �. 1/i r 1 l I zi� 7-l7 r1, I. l cq ;A f I �• S-0.042 Fr/Fr Iti � i z I 9 t4 5 I ' 11 N ri Cap 10 ' { I 1 - I - •��..i— S �ti T 1 15 i a+ 19 1 I Blip A! 4 I M { L4 12 11 �� SO ` gl S-0.0$5 Fr/FT SD f ! %C'7 7 , A I �� I SW 357TH ST .I *16 1 xl I F i CUT J CUT *Z 11 10� 9 `� 12-m CL III RCP 11 16 1 1 I 5 S-0.033FT/F7 L� 14D + BEGIN PROJECT S-O.005 Fr/Fr RT 1�' STA 10+00.00 s� — 20 � r�---D r r T G .nn w � Perteet Inc. Feder�ai'�Aid {ISY Df # STPH 253-984-71381 253-589-0399 �J Federal Way 3625 Perkins Lane SW, Suite 300 J3 000`J (1 94) Lakewood, Washington 98499 CQNMUCTION NOTE _ A 14+60.32 SW 356TH 19 C 1 1 1 IOC 3 � i �I = 11 L," 22 , s•o.00s Sta � 13+07 %j 1O SAWCUT EX{ST1NG PAVEMENT/PAVING LIMITS 2O INSTALL CEMENT CONCRETE DRIVEWAY PER COFW DWG NO 3-6 O3 INSTALL TRAFFIC CURB AND GUTTER PER COFW DWG NO 3-4 MATCH PROPOSED TO EXISTING WALKWAY O5 SIDEWALK RAMP PER WSDOT STD PLAN F-3a © SIDEWALK RAMP PER WSDOT STD PLAN F-3b O7 INSTALL TYPE 1 CATCH BASIN INSTALL TYPE 2 CATCH BASIN ADJUST CATCH BASIN TO FINISH GRADE 10 INSTALL CATCH BASIN STORMFlLTER W/ CONCRETE COLLAR 11 INSTALL STORM DRAIN LINE 12 CONNECT TO EXISTING DRAINAGE STRUCTURE/PIPE 13 INSTALL 12:1 HMA RAMP 14 ADJUST WATER UTILITY TO GRADE 15 ADJUST UTILITY TO GRADE (BY OTHERS) 16 INSTALL SURVEY MONUMENT PER COFW DWG NO 3-36 17 INSTALL 4" CONCRETE SIDEWALK PER COFW DWG NO 3-12 18 NOTE NOT USED 19 INSTALL SOLID LOCKING COVER 20 INSTALL DETECTABLE WARNING PATTERN PER SIDEWALK RAMP TYPE 4B PER WSDOT STD PLAN F-3e 21: CEMENT CONCRETE TRAFFIC CURB PER WSDOT STD PLAN F-1 INSTALL ACER SACCHARUI,1 'GREEN MOUNTAIN' (SUGAR MAPLE) (z-1/2' CALIPER) PER COFW DEVELOPAIfNT STANDARDS DWG 3-29. TREES TD BE SPACED 3D' O.C. OR As DIRECTED BY FIELD ENGINEER O NOTES USED THIS SHEET SHOWN W/HEX Sin � 12+76.09-- 1. THE LOCATION OF ALL CATCH BASINS, INLETS AND STORM MANHOLES SHOWN IN THE PLANS ARE MEASURED TO THE CFNTF]t OF FRAME AND GRATE 16 $ CH 4 1g UNLESS OTHERWISE NOTED. 2. THE ELEVATION OF ALL CATCH BASINS AND INLETS SHOWN IN THE PLANS ARE MEASURED AT THE FLOW g'm 01 1t LINE. ALL MANHOLE COVER ELEVATIONS SHOWN ARE L� 18' AT CENTER OF FRAME AND COVER. 5=0.038 FT/FT 3. ALL CATCH BASINS AND INLETS TO HAVE VANED C8 6 GRATE. 4. ALL STORM SEWER PIPE TO BE SCHEDULE A STORM SEWER PIPE 12' OW., UNLESS OTHERWISE NOTED. 5• CATCH BASIN OFFSETS ARE TO THE CENTER OF GRATE. SCALE 20 10 0 FEET 20 40 21 ST AVE SW EXTENSION n"'`�9 � ormm By 4wl IN oPo. 5,00 05,1010 scu>E . SW 356TH ST TO 22ND AVE SW P Ely ,o in %ft W 2ma STREET IMPROVEMENTS a"t "° e PLAN SHEET 1Wco 2 ,a , os _ 2� am , A PORTION ❑E SECTION 25, TOWNSHIP 21N NORTH, RANGE 3E, W.M. SW 357TH ST AND 21 ST AVE SW SCALE 20 1❑ 0 20 40 FEET SIGN S DULE (PER COFW DWG NO. 3-52 :SIGN NO.STATION CLEARANCE Tbri4YPE SIGN SIZE DESCRIPTION REMARKS VTFT1 FKFT.1 TYPE w(rL} H9N.7 I 9 110+38 22'LT 1 1 D3-1 TBO 9 JWEE7 NAME NEW SIGNS h ASSEMBLY I CHANNELIZATION SYMBOL SCHEDULE SYMBOL STATION OFFSET (Fr) 12+45 0 RT 12+55 0 RT 98+05 5 IT 98+05 7 RT 99+10 8 RT 99+10 3 LT 101+10 0 RT 1* 99+84 106 LT 14 99+93 106 LT 9 IB+o5 99+1010 11 RT 15 RT O - N C=.? - a� - W W Z En Q GENERAL NOTE 1. REMOVAL OF EXISTING RPM'S CONSIDERED I I INCIDENTAL TO STRIPING. �CONSMUCnaN NaT�s 1_1 'PAINTED DOUBLE YELLOW CENTER LINE PER COFW DWG 3-11 • - O� PLASTIC STOP LINE PER COFW DWG 3-20 t'l PLASTIC TRAFFIC ARROW PER COFW STD DWG 3-21 t�4 PLASTIC CROSSWALK PER COFW DWG NO. 3-20 I I { O5 PAINTED WIDE LINE PER COFW DWG 3-18 h WSDOT M-3.50.00 It O TYPE C PAINTED PRECAST TRAFFIC CURB PER WSDOT STD PLAN F-2 O DOTTED EXTENSION LINE PER COFW DWG 3-17 h WSDOT M-3.50.00 I 1 O PAINTED LANE LINE PER COFW DWG 3-18 k WSDOT M-3.50.00 ! (D PROTECT EXISTING PAVEMENT MARKING I 10 REMOVE EXISTING PAINT STRIPE 11 PAINTED TWO WAY LEFT TURN LINE I 12 REMOVE EXISTING PAVEMENT SYMBOL 1 I I 13 REMOVE EXISTING C-CURB I I I O NOTES USED THIS SHEET SHOW W/HEX I f { I I t SIGN LEGEND ®- NEW SIGN { I R-X - REMOVE EXISTING SIGN I ! I Fx—xxl - EXISTING SIGN TO REMAIN (NE4Y LOCATION) ff TO BEG� �EMBLY KLEXISTING LOCATION) i i - NEW SIGN } t - EXISTING SIGN 1 r 'r r a S z A PORTION OF SECTION 25, TOWNSHIP 21N NORTH, RANGE 3E, W.M. ONLY I ONLY R3-8(MOD) SEE TSHELINE THIET 12 13 8 8 LT 1 -�_ SW 356TH T S BEG 67LTt Q END b'LTC l 1 BEG TAPER t.1L7 � r u SW 357TH ST Perteet Inc- Federal Aid 25"84.7138 1 253 5S9.0395i era, Way # STPH 3625 Perkins Lane SW, Suile 300 0005 (194) Lakewood. Washinalan 98499 WIRING SCHEDULE N0. CONDUIT SIZE CONDUCTORS 2' SPARE 3 IF.RT OWD ILLUMINATION SCHEDULE A CIRCUIT 0 LI5fGRTEITET STATIONS OFFSET ARM LENGTH 3 A 10+50 30' RT 12' 3 B 12+00 30' LT 12' 3 C 13+50 30' LT 12' NOTES: 1. LUMINAIRES SHALL HAVE 30' MOUNTING HEIGHT 2. LUMINAIRES SHALL BE HPS 25OW MC -III Z O O SW 356TH ST N N .�OJ---� - ~ SS.FIT <� - � W z cn k til U(W I �� I I 71 E I SCALE 20 1b 6 FEET 20 40 F <� SCALE 20 1b 6 FEET 20 40 F <� 1w10/08 woo14L1[ae H 21 ST AVE SW EXTENSION LC H 1 SW 356TH ST TO 22ND AVE SW STREET IMPROVEMENTS ILLUMINATION CHANNELIZATION "'^ ' EXPIRES Ii ,6 D8 A POR ON OF SECTION 35 , TOWNS IF 21N ORTH, RANGE 3 , W. . C-'--TOPHILLIPS 2521039050 S... 100+71 34.3' LT ` 1 - 12" X 8" TEE (MJ X FL) a 1 — 12" SLEVE (MJ) I — 8" GATE VALVE (FL X MJ) 1 — 2' X 8" D.I.P. SPOOL f f ff t 30 JIB I in SCALE 20 EO 0 FEET 20 40.--,♦ 252103905 w , MILLER 2521039011 j; SO KWANG d �; STA k .4' RT ° ° ° REMOVE BLOWOFF VALVE & BOX N REMOVE 8" CAP CONNECT TO EXIST PERMASTRAN WM w/ 8" TRANS CPLG o 252103902 100 LF D.I. Z PROPOSED S NITARY SEWER 8 LF 8" D.I.P. S�.I* 4,�77��Iqn 4 A' p o - ri.LA_.3.LS..l.6..- &�4' b3 1-8" 90' BEND(MJXMJ) STA 47+12 16' RT WDNG THRUST BLOCK STALL 3" BLOWOFF ASSEi�LY awl THRUSTD.IBLOCK 252103905$ No. ftamtfE FeYKf°R ar Mw SF.E PROFILE 5HT 3/3 FOR 775;�7 I. APPROX. LOCATION & DEPTH EXISTING UTILITIES. 0 9' DEPTH (_­ In STA 1 00+71 39' R INSTALL 3" BLOWOFF ASSEMBLY t- 8" CAP w/ THRUST BLOCK 1 — ASPHALT PAD LAKEHAVEN UTILITY DISTRICT �q6 GENERAL NOTES FOR WATER MAIN CONSTRUCTION 1. WATER MAIN SHALL BE S-INCH DUCTILE IRON PIPE MINIMUM THICKNESS CLASS 50 INSTALLED IN ACCORDANCE WITH THE LAKEHAVEN UTILITY DISTRICT STANDARDS AND SPECIFICATI❑NS FOR WATER MAIN CONSTRUCTI❑N. 2. WATER MAIN WHERE INSTALLED IN THE ASPHALT SHALL BE SAWCUT AND APPROPRIATE CARE SHALL BE -TAKEN TO PREVENT ANY DAMAGE TO EXISTING ASPHALT PAVEMENT PAST THE SAWCUT. 3. TRENCH BACKFILL FOR ALL TRENCHES IN STREET'. RIGHT-❑F~WAY SHALL MEET THE REQUIREMENTS FOR "BANK RUN GRAVEL FOR TRENCH BACKFILL" OR MATERIAL REQUIRED BY CITY OF FEDERAL WAY. 5�303902P IS CUT WHERE4. C HBETWITH TR TO MATCH REPAIR SHALL CLASS ASPHALT SMYRES EXISTING PAVEMENT THICKNESS OVER 6' CRUSHED SURFACING TOP COURSE OR OTHERWISE IN ACCORDANCE x WITH CITY PERMIT REQUIREMENTS. 5. ALL NEW WATER MAINS SHALL BE PRESSURE TESTED, DISINFECTED AND FLUSHED IN ACCORDANCE WITH LAKEHAVEN UTILITY DISTRICT SPECIFICATIONS BEFORE CONNECTIONS ARE ALLOWED TO THE EXISTING WATER MAIN. 6. THE RESTORATION REQUIRED FOR WATER MAIN RELOCATION OUTSIDE OF PAVEMENT SHALL ONLY BE TO THE EXTENT NECESSARY TO SECURE A SAFE SITE AND PREVENT ANY S❑IL EROSI❑N UNTIL PROPOSED ROAD CONSTRUCTION BEGINS. 7. CONTRACTOR SHALL UTILIZE CITY OF FEDERAL WAY sq9_ SURVEY CONTROLS AND PROVIDE SURVEYING SERVICES WITH LICENSED SURVEYORS IN ACCORDANCE WITH THE F CONTRACT'S GENERAL PR❑VISIONS. S. FIRE PROTECTION AUTH❑RITY; SOUTH KING FIRE & RESCUE. 9. CONTRACTOR SHALL POTHOLE ALL EXISTING 25991 a1°npr:t�` UTILITIES TO BE CROSSED TO FIELD VERIFY L❑CATION ;` AND DEPTH. ADDITIONAL DEPTH INFD SHOWN ON SEWEF PLANS. e<wnss ,z/sslxan� 10. MINIMUM COVER OVER NEW PIPE SHALL BE 3.5 FT. LAKEHAVEN UTILITY DISTRICT &own By 0-4." °7°,5 6 � ao' 21 ST AVE SW EXTENSION sneer Ma keu 7 Is a nceim WATER & SEWER IMPROVEMENTS yrt °�� WATER PLAN d,,, PORTION OF SECTION 25, TOWNSHIP 21N NORTH, RANGE 3E, — 1 LAIMMAVE14UTILITY DISTRIGT GMERAL NOZFS FOR SEWER MAIN CONSTRUCTIO l25 21039022 2521039011 W� SMYRES SO K WAN G d 1. ALL WORK AND MATERIALS SHALL CONFORM TO THE PROJECT SPECIFICATIONS, THE STANDARDS OF E- LAKEHAVEN UTILITY DISTRICT, AND ALLAPPROVBD PERMIISPROVIDED FOR THIS PROJECT. w a 2. UTILITIES SHOWN ARE FROM THE SURVEY AND PLANS PROVIDED BY THE CITY OF FEDERAL WAY. CONTRACTOR SHALL VERIFY THE LOCATION DEPTH ALL THAT BY THIS E X S I T I NG M H # 1 AND OP UIl LITIES MAY BE AFFECTED WORK AND SHALL NOTIFY APPROPRIATE UTILITY COMPANIES TO FIELD -LOCATE THEIR FACILITIES BEFORE STARTING ANY RECORD SHT # 887 EXCAVATION, IN ACCORDANCE WIIHROW 19.12Z I � + 3. IF EXISTING SEWERMAIN DOWNSTREAM FROM MANHOLE #1 EXISTS AND HAS BEEN ACCEPTED BY THEDISTRICT, THE NEW MAIN SHALL BE PLUGGED AT THE CONNECITON TO EXISTING SEWER MAIN. ALL CONSTRUCTION DEBR15 AND WATER SHALL BE REMOVED FROM EXISIING AND NEW MAINS WITHOUT FLUSHING THE DEBRIS DOWNSTREAM. NE SSMH #3 a SCALE 4. GRAVITY SEWER PIPE MATERIAL SHALL BEPOLYVD r& CHLORIDE (PVC) ASTM D-3034, SDR 35 AS SHOWN ON THE PLAINS. q 2a tsJ ❑ FEET au 5. CRUSHED SURFACING TOP COURSE, CSTC, (A.K.A. 98" CRUSHED ROCK) SHALLBE USED FORPIPE BEDDING. THE MATERIAL SHALL BE PLACED UNDER THE PIPE TO A COMPACTED DEPTH OF 4". THE MATERIAL SHALL BE PLACED 6" OVER THE TOP OF FLEXIBLE PIPE AND TO THE SPRINGLINE OF RIGID PIPE. TO ASSURE UNIFORM SUPPORT, THE MATERIAL SHALL BE CAREFULLY WORKED UNDER THE PIPE HAUNCHES WITH A TOOL CAPABLE OF PREVENTING SSMH # 2 THE FORMATION OF VOID SPACES AROUND THE PIPE. 6. ALL TRENCH BACKFI LL SHALL BE CSTC COMPACTED TO 95% OF RELATIVE DENSITY FROM THE BOTTOM OF THE EXCAVATION TO GRADE, CONTRACTOR SHALL BE RESPONSIBLE FOR ALL COSTS INCURRED FORCOMPACfION 11 Da TESTING. .r,y + PROPOSED 7. TRENCHBACKFMI, SHALLBE COMPACTED PRIOR TO TESTING SEWER MAIN PIPE. SIDE SEWER STUB(S) SHALLBE 10 S A R Y $ AIR TESTED AT THE SAME TIMMAS THE SEWER MAIN. 250.81 LF 8') 'VC SAY-�S° 41' 38, W jw tl SSMH #3 TYPE 1 -48' w G SSMH #2 TYPE 1-48' STA 10+00.48 9.8' RT STA 12+51.29 9.8' RT _.. .........9..................... RIM . :.�... ;.._ ................... ... .. . _ R3M 39' : w 1: I.K. ,... .. ... = 398 398 _ - - ... . :: .... :5: .. :: ... .. : . 3 96 Sit ' 3 96 — .-.... :.. ....... QQ. -- - -- Q: .. i 394 9 3 9 4 - Q!'::' -;- ..... - - r i. l: .. .. ,. :1,1 39 2 392 .... :�: ....... .. .-._:-::.: '. C.i :.:. .. - S. MANHOLES SHALL CONFORM TO WSDOT/APWA STANDARD PLAN B-23A, TYPE I WITH ECCENTRIC CONES OR TYPE 3 AS SPECIFIED. ALL MANHOLE EXTERIOR SURFACES SHALL RECEIVE A PROTECTIVE COATING OF BITUMINOUS COAL TAR TO A MWQ1 W THICKNESS OF 50 M LS, APPLIED AT THEFACTORY. 9. MANHOLE FRAMES AND COVERS SHALLBE CAST IRON, WITH THE WORD "SEWER' CAST IN THE TOP, SHALL WEIGH 140 TO 150 POUNDS,AND SHALLHAVE A SINGLE 1-INCH LIFT HOLE FITTED WITH ONE 3/4" X3" GALVANIZED CARRIAGE BOLT WIIHBURRED END TO RETAIN THE NUT AND A FLAT WASHER TO ALLOW FOR V BOLT TRAVEL. COVERS SHALL BE 25" INDTAMETE L LOW PROFILE LOCKING FRAMES AND COVERS REQUIRED ON TWO MANHOLES LOC ATED IN THE SIDEWALK. 10ANSTALLA REMOVABLE MECHANICAL OOMPRESSIONPLUG AT THE ENTRANCE TO THE NEW LINE AT MANHOLE #3 W/ TO PREVENT FLOW UNTIL LINE IS ACTIVATED AT A FUTURE DATE BY OTHERS. 11. MANHOLE CHANNELS SHALLBEPRODUCED TO THEFULL DEPTH OF TAM ASSOCIATED PIPE DIAMETER,AND TO A WIDTH NO LESS THAN THE OUTSIDEDIAMETER OF THE ASSOCIATED PIPE AND NO MORE THAN 12 INCH IN EXCESS_ OF THE OUTSIDE DIAMETER O A9 PRE. OF IP . i2.MANHOLE SHELVES SHALL HAVEA BROOMFINISH AND /rINCH TO i-INCH PERFOOT TOWARD THE CHANNEL. 13. PIPE ENDS OF ALL INLET AND OUTLET PIPEL INSS SHALL NOT MEND MORE THAN 2 INCHES INSIDE THE MANHOLE, AND ALL PENETRATIONS SHALLBE SMOOTHLY GROUTED AROUND THE PIPE WITH SHRINK -RESISTANT GROUT. 14. NO IOINTS FORFLEMLE PIPEIlLBTS AND OUTLETS SHALL BE W IHIN 10 FEET OF THE MANHOLE, AND PIPELINES SHALL BE CO L VC MANHOLE COLLARS. RUB R BOO COLLARS ARE CONNECTED TO THE MANHOLE WITH P MANH LABS Hk. T PROH M1701). F= R ::. : i : 15. SIDE SEWER STUBS SHALLBE INSTALLED AT A GRADE OF AT LEAST 2% AND THEIR TERMINI SHALL BE AT THE M•• RIW LINE AND ADEPTH AD A VE R 4 U TB TO SER THE INTENDED PROPERTY, CAPPED AND MARKED BY A WHITE 21C .. EQ .a ............. 390 ........... POST LABELED "SANITARY SIDE SE - : f : WBR 3 0� • Xi . 9 ; . :.:.. :: ( 7 - �T ]: €lE:� ::39k.�� . - � . � 'Cu .: ='s 388 3 88 .::::.•:: _ a: .: ^ -..' LOG ... : �: : NE W ufY } ...................::.`:.:.:. .. 1N5,TAL RE ME HEl�fIP. �}39P FZES SjQ-FLIfG •. tr- :z: - - - :: - .:iq • ieJ • .. 386 385 :':: ...: :. - -_ .. )::I 7:(•' 38 4 .- . • 384,6.� NEJ8ME1T:€38 .. .. .. .........:...................:......... ................ :::::::: : �4�C1�,1:3 .. i +' - - . ......................»..»...-....-..........................-....... ND. TRAFFIC CONTROL 1. CONTRACTOR SHALL SUBMITFORREVIEW AND APPROVAL BY THE CITY OF FEDERAL WAY A TRAFFIC CONTROL PLAN COMPLYING WITH I= WSDOT/M[TICD. 2. WORK IN THE EXISTING STREETR/W WILL BE INACCORDANCE WITH THE REQUIREMENTS OF THE CIIY'S RIGHT OF WAY PERMIT. SURVEY CONTROL 1. VERTICAL DATUM NGVD 1929 (KCAS} CITY OF FEDERAL WAY BM # 216743-1. ELEV.=406.65 2. HORIZONTAL CONTROLS ASPROV OEDBY CITY OF FEDERAL WAY STREET SURVEY. BASIS OF BEARING NAD S3/91. 9+00 10+00 11+00 12+00 •coo • 15941 d o.er RWW- HV Aw E]fP4fii~S f71�5 re1: me." er oa° SC1LE LAKEHAVEN UTILITY DISTRICT 7 150 cckcd DL 15 � � 21 ST AVE SW EXTENSION By volt WATER & SEWER IMPROVEMENTS 2N "row, 40" °" SEWER PLAN & PROFILE �3 1 -1 y I� - .� � � �I+ fir► `.� ■CONOCOPHILLIPS • ,a Un 06 (n I I NEW SSMH #2 W❑NG g21039058 SSMH #1 TYPE 1-48' ° ~ tom STA 15+46.01 21ST AVE SW = 13 ` 1`s' N + c''' }' n' STA 100+40.16 S 356TH 51.78' LT r RIM = 397.8' w/ L❑CKING _ _ LOW —PROFILE .... COVER . .... ...................................... . .. .... ..................— _.............. ............... ................................._.. .... .. .....:.... _ 9 3 8 • ........... ....-.. . .. :.. 396 ........ ---- - . ... ..::.:: ............ . ...,....:::: .........:...... D:: _ ............. .. . ...... - :7 S: .:T C1IC I1llCI : t. 394 ....:.....:.. ::. ........:........ , ....... :.: .:.:...:.:.:. W .8• .. .. :: r �: II- 392i .........:.. .. . i r• �: _ :W �. :'s r . . 3 90`•. .. •i• U: is :ib: - .. co - o:: -i� :_:: i 0 a: 388 ................ -_ . ..... . � .: :Crt .... ... . Lj: :: :�: ;f: " N r FUTURE 8 :..... �. .. P VC 386 ....... .:'. :::: :::::i:::: ::: ::::::' ......................... ::::.. ................ t?: .............. _ :..... .. _ .:: . :r��w: , :i£::ou 383:10: � s. 4 .. ._ ... .1 '77 •4. :��L): �FE :cw7: a .. - .::::::::::::: :1VE�,i:.$.-.:.!� ............. . �... . ...............:...................:................:....... ........:.........: _...._.. 5.. - 71 !r .:4.5Y.: ...-. fLN€ICfC u75: S€...... - - • :`�. ... ................ .:................ 15+00 �....-:..�:.:.:.':.:-:.:....-•.:.....-................................................:.:-.....................-.......... ......................... - 14+00 13+00 .._.. - .......-.....--.--......-.-..-.....-...«................_......................_........... ...........................«..................,...........«......................�...� +OQ...-.,...-.....-........ .. 12+00 1 p'—•& W. � LAKEHAVEN UTILI ADL ,5 ee DW9W MY 21 ST AVE SW WATER & SEWER SEWER PLAN ko. aeY� xr•Fuon ��� s%flftS 121251=7' fY DISTRICT EXTENSION IMPROVEMENTS & PROFILE IN