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14-101058 (2)SOUTH 304TH STREET 5 7S89' 03' 45"E 26_35.47' 8 FOUND CASE 1 11 OFRTION OF THE NE 1/4A PO THE NE 1/4, OF SEC. 08, TWP 21 N09 R. 04 Emq W.M. FOUND, 1" BRASS DISKWITH PUNCH ::::�] (7-12-12) CITY F FEDERAL WAY, KING COUNTY, WASHINGTON 9 MONUMENT I ff FOUND 3" BRASS SHEET 2 COPPER NAIL S1 12 21 W DISK WITH PUNCH IN CONC AT 2165.07' (7-12-12) INTX S 304TH AND 8TH AVE N 1 T 36' 24"E S (7-13-12) FEDERAL WAY HIGH SCHOOL 307.23' FOUND CASE 30611 16TH AVE S MONUMENT FOUND 3" BRASS BRASS NAIL IN DISK WITH PUNCH CONC AT INTX (7-12-12) S 3041H AND A=12'24'54" 8TH AVE S (7-13-12) R=5720.30' L=1239.49' _ _ x S88' 58' 29"E 2638.62' ' SOUTH 308TH STREET v a I FOUND 3" BRASS DISK WITH PUNCH LIES 0.006 E OF SECTION LINE (7-12-12) FOUND CASE MONUMENT j 9 CONCRETE WITH "X" (7-13-12) 8 LEGAL DESCRIPTION CHICAGO TITLE INSURANCE COMPANY ORDER NO. 1345567 DATED JULY 16, 2012.THE NORTHEAST QUARTER OF THE NORTHEAST QUARTER OF ( I SECTION 8, TOWNSHIP 21 NORTH, RANGE 4 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON; I ' EXCEPT COUNTY ROADS; _ AND THAT PORTION OF THE NORTHWEST QUARTER OF THE - NORTHWEST QUARTER OF SECTION 9, TOWNSHIP 21 NORTH, RANGE 4 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON, LYING WESTERLY OF 16TH AVENUE SOUTH AS NOW ESTABLISHED, AND ALSO ANY POR11ON THEREOF LYING WESTERLY OF NEW PACIFIC HIGHWAY SOUTH; I ' - TOGETHER WITH THAT PORTION OF VACATED 16TH AVENUE - SOUTH AS VACATED UNDER KING COUNTY ORDINANCE , NUMBER 1938 ' EXCEPT THAT PORTION CONVEYED TO THE CITY OF FEDERAL WAY UNDER RECORDING NUMBER 20071224000367; AND EXCEPT THAT PORTION CONVEYED TO THE CITY OF FEDERAL • ____ WAY UNDER RECORDING NUMBER 20081216001287. i VERTICAL DATUM NGVD29 I �---- FEDERAL WAY VERTICAL BENCHMARK 2200-01 MONUMENT IN CASE AT INTERSECTION OF 1ST AVE S & S 312TH ST. PUBLISHED ELEVATION: 357.20' BASIS OF BEARING ` WASHINGTON -STATE PLANE COORDINATE SYSTEM, NORTH ZONE I CITY OF FEDERAL WAY HORIZONTAL CONTROL - HOLDING COUNTY MONUMENT NUMBERS 101 AND 114.- i POINT NO.101 N=118543.73 E=1270807.93 - - - - AT THE INTERSECTION OF SW 320TH ST W/ ' 8TH AVE S POINT NO.114 I ' N=121233.37 E=1268065.08 AT THE INTERSECTION OF 1ST AVE S W/ S 312TH ST. HELD A LINE BETWEEN FOUND MONUMENTS AT THE INTERSECTIONS OF 1ST AVE S WITH S 312TH ST AND 1ST AVE S AND S 320TH ST. SAID LINE BEARS NORTH 01'04'42" EAST. UTILITY NOTES I 1. SURFACE UTILITY FACILITIES ARE SHOWN HEREON PER FIELD LOCATED VISIBLE EVIDENCE. THERE MAY BE UTILITIES I' THAT EXIST ON THIS SITE OTHER THAN THOSE GRAPHICALLY I DEPICTED HEREON. (, 2. UNDERGROUND (BURIED) UTILITIES SHOWN HEREON ARE BASED ON COMBINATIONS OF VISIBLE SURFACE EVIDENCE, UTILITY LOCATOR MARKINGS AND RECORD DATA (SUCH AS I AS -BUILT OR UTILITY DESIGN DRAWINGS). ALL UNDERGROUND UTILITIES SHOWN HEREON ARE APPROXIMATE AND, IN SOME CASES, ARE SHOWN AS STRAIGHT LINES BETWEEN FIELD ( 1 LOCATED SURFACE UTILITY FACILITIES. UNDERGROUND UTILITIES MAY HAVE BENDS, CURVES OR CONNECTIONS WHICH ARE NOT SHOWN. 3. ALTHOUGH LOCATIONS OF UNDERGROUND UTILITIES BASED ON U1LITY LOCATOR MARKINGS AND RECORD DATA (SUCH AS I AS -BUILT OR UTILITY DESIGN DRAWINGS) ARE DEEMED RELIABLE, AHBL, INC. ASSUMES NO LIABILITY FOR THE ACCURACY OF SAID DATA. 4.CALL 1-800-424-5555 BEFORE ANY CONSTRUCTION. RELIANCE NOTE THIS SURVEY WAS PREPARED AT THE REQUEST OF JEFF GREENE FOR THE SOLE AND EXCLUSIVE USE OF GREENE GASAWAY ARCHITECTS. RIGHTS TO RELY UPON AND, OR USE THIS SURVEY DO NOT EXTEND TO ANY OTHER PARTY EXCEPT THROUGH EXPRESS RECERTIFICATION BY THE PROFESSIONAL 100 0 50 100 200 LAND SURVEYOR WHOSE STAMP AND SIGNATURE APPEAR 60 HEREON. IN EQUIPMENT U1 IN -USED c H FEET ) CH = 100 FT. 3" TOTAL STATION UTILIZING STANDARD FIELD TRAVERSE METHODS FOR CONTROL AND STAKING. SURVEYOR"S CERTIFICATE REFERENCES 1, DAVID C. FOLLANSBEE, A PROFESSIONAL LAND SURVEYOR 1. CHICAGO TITLE INSURANCE COMPANY ORDER NO. 1345567 IN THE STATE OF WASHINGTON, HEREBY CERTIFY THAT THIS DATED JULY 16, 2012. MAP CORRECTLY REPRESENTS A SURVEY MADE BY ME OR UNDER MY DIRECT SUPE !N JULY 2012 AT THE 2. KING COUNTY RECORD OF SURVEY 8703109007. REQUEST OF GREENE; SAWAY A HITECTS. 3. KING COUNTY RECORD OF SURVEY 8611219007. 4. PLAT OF BONI TERRACE, VOL. 56, PG. 32. DATE SHEET 13 LEGEND FOUND MONUMENT AS NOTED + SCRIBED X a SET NAIL AND WASHER Qs SET REBAR AND CAP LS 45161 0 FOUND PROPERTY CORNER o BOLLARD o MAIL BOX SIGN AS NOTED TEST PIT 0 SANITARY SEWER CLEANOUT 0 SANITARY SEWER MANHOLE 0 STORM CLEANOUT ❑ STORM CATCH BASIN ® STORM MANHOLE ® YARD DRAIN Y L I F CABLE RISER ❑O GAS METER GAS VALVE CE:-_� TRAFFIC SIGNAL POLE ® UTILITY CABINET ? UNKNOWN VAULT FQ POWER TRANSFORMER E- GUY ANCHOR -0- UTILITY POWER POLE z JUNC11ON BOX © POWER MANHOLE 0 POWER METER © POWER VAULT LUMINAIRE d SHEET 3 i SHEET 12 i LINE TABLE T COMMUNICATIONS MANHOLE UTILITY LINES SHOWN ARE A COMBINATION OF UTILITY ❑ TELEPHONE RISER LOCATE PAINT, OBSERVED EVIDENCE AND HISTORIC T TELEPHONE VAULT DRAWINGS. AUTOCAD LAYER NAMES DIFFERENTIATE THE ORIGINS OF SAID U1LITY LINES. q BLOW OFF VALVE FIRE DEPARTMENT CONNECTION W WATER LINE S SEWER LINE FIRE HYDRANT D STORM LINE ® HOSE BIB G GAS LINE 0 IRRIGATION CONTROL VALVE T COMMUNICATION LINE ® WATER METER P ELECTRICAL LINE I IRRIGATION LINE ® WATER MANHOLE OP OVERHEAD UTILITIES POST INDICATOR VALVE x FENCE (XJ WATER VALVE WATER VAULT CONIFEROUS TREE C=CEDAR, F=FIR, P=PINE, S=SPRUCE DECIDUOUS TREE A=ALDER, AP=APPLE, B=BIRCH, CH=CHERRY 0 CW=COTTONWOOD, M=MAPLE, MAD=MADRONA O=OAK, U=UNKNOWN SHEET 4 I SCHEDULE B SPECIAL � It � I I SHEET 1 1 ExCEPTIONs PER CHICAGO TITLE INSURANCE COMPANY ORDER NO. 1345567 DATED JULY 16, 2012 1. EASEMENT FOR INGRESS, EGRESS AND UTILITIES REC. NO. 6648053. ( PLOTTED HEREON. - 2.EASEMENT FOR WATER MAINS WITH NECESSARY APPURTENANCES REC. 7307050473. PLOTTED HEREON. INO. 3. EASEMENT FOR WATER MAINS WITH NECESSARY. APPURTENANCES REC. NO. 8703100815. 5' TO EACH SIDE OF MAINS AND SERVICE LINES AND 5' RADIUS FROM CENTER OF EACH HYDRANT AND METER, IAS -CONSTRUCTED. UNABLE TO PLOT. 4. EASEMENT FOR WATER MAINS WITH NECESSARY APPURTENANCES REC. NO. 9010180755. 5' TO EACH SIDE OF MAINS AND SERVICE LINES AND 5' RADIUS FROM CENTER OF EACH HYDRANT AND METER, AS -CONSTRUCTED. UNABLE TO PLOT. AMENDMENT FOR RETAINING WALL ENCROACHMENT REC. NO. 9308310310. 5. DRAINAGE EASEMENT REC. NO. 20071224000369. PLOTTED HEREON. 6. EASEMENTS, IF ANY, LYING WITHIN VACATED STREETS. UNABLE TO PLOT. 7. AGREEMENT FOR CONNECTION TO A DISTRICT WATER MAIN REC. NO. 8511130673. COMPLETED REC. NO. 8703100812. UNABLE TO PLOT. 8. AGREEMENT FOR WATER MAINS AND APPURTENANCES REC. NO. -- 8906190127. COMPLETED REC. NO. 9311180356. UNABLE TO PLOT. SHEET 5 9. DECLARATION OF COVENANT ASSOCIATED WITH FEDERAL WAY HIGH SCHOOL FACILITIES REC. NO. 8907190407. UNABLE TO PLOT. 10. EASEMENT FOR TELECOMMUNICATIONS FACILITIES REC. NO. 19991222000002. LIES IN AREA DEDICATED AS RIGHT-OF-WAY REC. NO. 20071224000367. NOT PLOTTED. 11. RIGHT -OF -ENTRY REC. NO. 20071224000368. PLOTTED HEREON. TERMINATES AT THE COMPLETION OF PROJECT. 12. LEASE REC. NO. 6648053. PLOTTED HEREON. EXPIRED MAY, 6, 2010. NO CONVEYANCE TO THE SCHOOL DISTRICT FOR TITLE TO THE POOL AS REQUIRED BY ASSIGNMENT AGREEMENT REC. NO. 20030103002840 IS FOUND OF RECORD. 13. INTERGOVERNMENTAL TRANSFER AGREEMENT REC: NO. 20030103002839 REGARDING TRANSFER OF POOL FROM COUNTY TO CITY. UNABLE TO PLOT. d { / 14. ASSIGNMENT AGREEMENT REC. NO. 20030103002840. SEE ITEM 12, z F ABOVE. UNABLE TO PLOT. 15. COVENANTS, CONDITIONS AND RESTRICTIONS CONTAINED IN BARGAIN r I AND SALE DEED OF IMPROVEMENTS (POOL) FROM COUNTY TO CITY REC. y NO. 20030103002841. NO CONVEYANCE TO THE SCHOOL DISTRICT FOR TITLE TO THE POOL AS REQUIRED BY ASSIGNMENT AGREEMENT REC. NO. f { 20030103002840 IS FOUND OF RECORD. UNABLE TO PLOT. I 16. SLOPE EASEMENT REC. NO. 4822182 ALONG 16TH AVENUE SOUTH OF UNSPECIFIED WIDTH AND LOCATION. UNABLE TO PLOT. F 17. TERMS AND CONDITIONS OF NOTICE OF CHARGES BY WATER, SEWER, 7 Y AND/OR STORM AND SURFACE WATER UTILITIES REC. NO. 8106010916. / UNABLE TO PLOT. 18. MATTERS DISCLOSED BY SURVEY REC. NO. 8703109001. PLOTTED HEREON. 19. MATTERS DISCLOSED BY SURVEY REC. NO. 20000324900005. LIES f IN AREA DEDICATED AS RIGHT-OF-WAY 20071224000367. NOT PLOTTED. 20. TAX EXEMPT PROPERTY. NOT A SURVEY ISSUE. 21. TAXES. NOT A SURVEY ISSUE. ' a 22. DEED OF TRUST NOTE. NOT A SURVEY ISSUE. t 23. UNRECORDED LEASEHOLD NOTE. NOT A SURVEY ISSUE. r 24. RIGHT, TITLE AND INTEREST OF CITY OF FEDERAL WAY REC. NO. I 20030103002841. NO CONVEYANCE TO THE SCHOOL DISTRICT FOR TITLE 3 'sa TO THE POOL AS REQUIRED BY ASSIGNMENT AGREEMENT REC. NO. I20030103002840 IS FOUND OF RECORD. UNABLE TO PLOT. 25. INTERLOCAL COOPERATIVE AGREEMENT REC. NO. 9408120499. INSTRUMENT DOES NOT CONTAIN A LEGAL DESCRIPTION. UNABLE TO PLOT. ' 26.11TLE COMPANY NOTE. NOT A SURVEY ISSUE. j ZONING INFORMATION If t 31031 PACIFIC HIGHWAY SOUTH 98003 IN FEDERAL WAY, WA IKING COUNTY PARCEL NUMBER 082104-9001-03 ` » ZONING: SINGLE-FAMILY RESIDENTIAL 7.2 (RS7.2 - 1 UNIT/7,200 dx ( SQUARE FEET). f USE REGULATIONS FOR SCHOOLS IN THE RS7.2 ZONE ARE AS I FOLLOWS: MINIMUMS LOT SIZE: 7,200 SF PER DWELLING UNIT REQUIRED YARDS: r FRONT: IF THE PROPOSED USE CAN ACCOMMODATE 50 OR MORE ATTENDEES THEN 50FT, OTHERWISE 20 FEET SIDE (EACH): IF THE PROPOSED USE CAN ACCOMMODATE 50 OR MORE ATTENDEES THEN 50FT, OTHERWISE 20 FEET REAR: IF THE PROPOSED USE CAN ACCOMMODATE 50 OR MORE I ATTENDEES THEN 50FT, OTHERWISE 20 FEET ' MAXIMUMS 1 LOT COVERAGE: 75% I HEIGHT OF STRUCTURE: 55 FT. ABOVE AVERAGE BUILDING ELEVATION FOR GYMS IF LOCATED 100 FT. OR MORE FROM AN " ADJACENT RESIDENTIAL ZONE. 30 FT. ABOVE AVERAGE BUILDING ELEVATION FOR ALL OTHER STRUCTURES. SEE NOTES 8 - 10 AND I 17. SPECIAL REGULATIONS AND NOTES (SHOWING ONLY THOSE RELATED TO THE ITEMS ABOVE): 8. FOR ALL STRUCTURES EXCEPT GYMS, IF ANY PORTION OF A STRUCTURE ON THE SUBJECT PROPERTY IS LOCATED LESS THAN 100 FT. FROM AN ADJACENT LOW DENSITY ZONE, THEN EITHER: A. THE HEIGHT OF THAT PORTION OF THE STRUCTURE SHALL NOT I EXCEED 15 FT. ABOVE AVERAGE BUILDING ELEVATION; OR B. THE FACADE OF THAT PORTION OF THE STRUCTURE PARALLEL TO THE LOW DENSITY USE SHALL NOT EXCEED 50 _FT. IN LENGTH. 9. FOR ALL STRUCTURES EXCEPT GYMS, IF THE STRUCTURE IS LOCATED 100 FT. OR MORE FROM AN 'ADJACENT LOW DENSITY ZONE, THE MAXIMUM HEIGHT MAY BE INCREASED FROM 30 FT. TO 40 FT. IF ALL OF THE FOLLOWING CRITERIA ARE MET. A. THE ADDITIONAL HEIGHT IS NECESSARY TO ACCOMMODATE THE PARTICULAR USE CONDUCTED IN THE BUILDING; AND B. EACH REQUIRED YARD ABUTTING THE STRUCTURE IS INCREASED FIVE FT. FOR EACH ONE FT. THE STRUCTURE EXCEEDS 30 FT. ABOVE AVERAGE BUILDING ELEVATION. 10. FOR ANY STRUCTURE, INCLUDING GYMS, AN INCREASE IN HEIGHT ABOVE 30 FT. SHALL NOT BLOCK VIEWS DESIGNATED BY THE COMPREHENSIVE PLAN. 17. MINOR AND SUPPORTING STRUCTURES CONSTRUCTED AS A FUNCTIONAL REQUIREMENT OF SCHOOLS MAY EXCEED THE APPLICABLE HEIGHT LIMITATION; PROVIDED, THAT THE DIRECTOR OF COMMUNITY DEVELOPMENT SERVICES DETERMINES THAT SUCH STRUCTURES WILL NOT SIGNIFICANTLY IMPACT ADJACENT PROPERTIES. FLOOD HAZARD DETERMINATION PER UPF SERVICES, LLC. 509-327-9634 SITE LIES WITHIN NFIP COMMUNITY NUMBER 530322, PANEL NUMBER 53033C1235F AND LIES IN FLOOD ZONE "X". LAST REVISED MAY 16, 1995. THE SITE DOES NOT LIE WITHIN A SPECIAL FLOOD HAZARD AREA. RECEIVE �r MAR 10 2014 CITY OF FEDE WA, Client: GREENE-GASAWAY ARCHITECTS, PLLC PO Box 4158 FEDERAL WAY, WA 98063-4168 MR, JEFF GREENE ll 'l 2120436.50 Issue Set & Date: JULY 25, 2012 NOTICE ALTERATION OF IM OOMWW 9ML NVMUTE THE PROFES W& WL AHD "NUM RIMUCATH:N OF TMS MUM M DOES NOT DEROGATE FROM RESERVED 3 ONMV WO N R. 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PERMPOOL J 0919000225 SEE SHEET % Civil Engineers Structural Engineers Landscape Architects Community Planners '1 1-0 Natural Resource Ecologists Land Surveyors Neighborsp TACOMA SEATTLE SPOKANE • TRI- CITIES 2215 North 30th Street, Suite 300 Tacoma, WA 98403 253.383.2422 TEL 253.383.2572 FAx www.ahbi.com WEB Project Title: ALTA/ACSM LAND TITLE SURVEY Client: GREENE-GASAWAY ARCHITECTS, PLLC PO BOX 4158 FEDERAL.WAY, WA 98063-4158 ' MR. JEFF GREENE Job No. 2120436.50 Issue Set & Date: JULY 25, 2012 Q Q Revisions: Sheet Title: TOPOGRAPHIC SURVEY Designed by: Drawn by: Checked by: TAD DF Sheet No, 2 2 of 13 Sheets I I � 20 0 10 20 40 I ( IN FEET) I, 1 INCH = 20 FT. 12" CONC SSMH 7200 RIM--480.60 1E=460.85 SSMH 7505 RIM=469.81 15" C8" C N 8" PVC N 15" CONC E-W i r . \ 10"U CENTER CHANNEL=458.28 14"F , CENTER CHANN EL=471R29 STCB 7199 RIM=480.28 4 ;? 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P % - ---D� ----D -- -D WI I F•: G.Z. / I I I I j', r j% i f Lu 4WI tu \ \ LOCATION OF h 1 I O BASIN PER 1992 DRAWING - ° STYD 11634 RIM=462.14 6" CPP N IE=461.35 6" CPP S IE=461.35 Q \\ STCB 4799 RIM=473.71 4" PVC N IE=471.86 O \ STCB 4812 RIM=473.65 4 PVC NE IE=472.30 M \ 4 W I LOCATION OF\ r =MANHOLE PER \ 6 ( s d 1 1972' DRAWING ° \ \ ( I \ I ' \ \ i STYD 11644 RIM=462.02 `\ o p \ \ \ \Q16" CPP N IE=461.12 ° GOAL \ \ \ \ \ Q 6" CPP S IE=461.12 u w_ STYD 11118 RIM=456.45 \ / \ \ ° \ / I - I I I ! 1 ° ��5 65 \ \ 6 CPP E IE=455.45 Q \ \ CO - I MOVABLE \ STCB 4798 RIM-473.87 \ \ \ Q BLEACHERS 4" PVC W IE=472.89 4 i _ I I' O\ \ \ \ \ \V. O ..... I `i ; 4 1 £ j STCB 4813 RIM=473.85 4" PVC E IE=472.86 Q \ p \ \Q \O \ \ I (( ( I ` STYD 11645 RIM=462.06 6" CPP N IE=461.19 \ \o\ \ \ \ \ \ \ IQ 1 i= f \_ \Q\Q`( z S ' i 10 O o \ o \ Q ° \O \ \ SEE SHEET 6 Client: GREENS GASAWAY - ARCHITECTS, PLLC PO BOX 4168 FEDERAL WAY, WA 98063-4158 MR. JEFF GREENE Job No. 2120436.50 Issue Set & Date: JULY 25, 2012 c� Des ooawir mEs NOT DFROf,ATE FROM RESMM 3 p NOW RX M N TI. M MUM IS FOR USE ONLY FOR THE Naar DEJTm N w Du M= 0 MD IS NOT TO BE USED FOR FOPA REIIOOEI OR A MM TO THAT MUM OR FOR ANY OTHER PRMOT. O N 3 0 N 0 0 o.. Y V) ti A A A Revisions: Sheet Title: TOPOGRAPHIC SURVEY Designed by: Drawn by; Checked by: TAD DF Sheet No. 3 3 - of 13 Sheets Civil Engineers Structural Engineers Landscape Architects Community Planners Natural ResourceFEDERAL W.. AY HIGH SCHOOL Ecologists Neighbors .. s Land Surveyors PORTION E F THE N1/4 OF THE NE 1/4 OF SEC. 08, TWP 21 No, Re 04 Eel WOM89 CITY OF FEDERAL WAY, KING COUNTY, WASHINGTON I TACOMA - SEATTL:,E SPOKANE - TR1-CITIES { 2215 North 30th Street, Suite 300 Tacoma, WA 98403 I 253.383.2422 TEL 253.383,2572 FAX www.ahbl.com WEB I IProject Title: ALTA/ACSM j LAND TITLE SURVEY I1 I � 1 i 1 I i Client: I ; I I j GREENS-GASAWAY ' SSMH 7052 RIM=490.51 ' 2"C ARCHITECTS, PLLC 8" CONC E-NE-SE-S I f . PO BOX 4158 I CENTER CHANNEL=475.77 r I 2 C FEDERAL- :WAY, WA 98063-4158 8" CONC E IE=485.91 ' ' SSMH 7053 RIM=489.94 LADDER N 4 18" CONC SW-N MR. JEFF GREENS I 12" CONC .. I I%� 6" CONC E IE=488.86 _ , CENTER CHANNEL=476.48 2xl 8/12"A SIGN WITH f PED SIGNAL . LADDER 12EP - -- -_ -__ __ �` --- ---.- -- -- ------ -- -- ----. -- - -- --- - -- ----- - i �N� DE Job No. _. _... 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SAFF Pi RKlNG �.. � � - • 'I: �• .. . . / " _ .;... .. .. -� .,. �'... 1I. f -.. _ ".,. .N�' . .............. .... 2 12 CPP E IE=466.01 I ( .... . . . (• Z DDER N x -485 �x8 R0 T, f ' ( cW` 12„C. n , : .. . , r 5x6'-8 G.• 11 1.2, C . 12 2,>C 1 , ..3 8'C , x"C 10�c 8'C I . , . --.. . I. 10 C 6'G ... _ _ .. ' `' '� l 1 j,,C -- d W . ELC�IvIE . _, � X m m . . -. _- _ -• ,._ x • , . . . ...... , .. s w ,� .,, MAIN ^Z.. M_. LINIZ- ON`1NAli-- __ .... _... _ _ _._. __.._ ,o M.... ,._..-...... . -� f •_.. w_ .. �� ...... .,-t . - I ~\� �. .. . ^:- . . __ .. . "I w:.. _ _ , _.. . :, - _ . .. a __ .. , :A,R, " �:. .�"' R a.. __ , f t, ��,� Est. ' ,. ''' �, �. �\ SCRIBED X F=4 .. a « , 86.18 .....' R f a `� N:123378.0524 \ ....... . ;.. r FF�474.58 FF=474. 8 ° e ` / �° : » �° A8 E:1273384.1573 ... .. . i FF=474.59 STCB 4862 RIM=473.7E f, = `" , \ ' ,�� \ ��` ` `3� :.=1� . . ELEV 484.47 .. i . I _ 12" CPP E IE=466.40 a �:.� � `. \ � A� - }• . . .. .. . I., ... .. . o �. 12" CPP W IE=466.40 \ Z 1 t` ' . LADDER N I . `.. I .. - .. . . , , STCB 4877 RIM=473.62 . ? \ ` ' \ \ �` ' 0 ( . . . .... ... ... . . ' ,�.: 12" CPP S IE=467.02 x ~ 1 ' $: �,. . I. 12" CPP W IE=467.02 :.:x Q� �. *�� '; �.. STCB 810E 477.6 1.22 '1. o \ � � � , 12" IP S IE=477.73 1- . LADDER' N ;. s z. �" ?E M.,: . 5 ' , 1� ,ap '� 1 .../� 12" IP W IE=477.86 3 f 6. i i t Y STCB 10044 RIM=473.66 "s. ` ,} ; ` R , JIFFY a ' /// BENCH 12" CPP N IE=467.11 _ `y / ' :. LUBE l: ' , / // [ 12 CPP SE IE-467.46 �.t> I , . . t,' '" LADDER NE �, t i hpl 2 i a / / ".. A' ./. �.... 2,>C - i . ... .. 4x4'/GH � . ..... / / / // i a "4� FF=474.60 ; .... . . . ....... ► I l . //... t .. . ' `� ► ' l i 1 jjJ ... �. a x '., „Q°. _ - \ . -1 3 ; f 3> ' { � . - i j Wit•- / . . j, I .�.:.. 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W '1 r� ...... STCB 8106 RIM-480.61 /� „ / . III E <, I - IE 477 0 s 'I 12 IP S IE=477:01 7 / . I 3f I==:. 1 l 1 I _ t., l` W _ /,-,,,,. , i 7 Ili i I �' j 1 :, a I I // - \ Iy i L , I s-.-, , ..... ........ , . / /i t / ,. I $` _ I F .. <. ca.. a. / .. < / ! , j 111 € „ 1. Y 1 .F f E. , , , ,k•�e ll• � . �, t % �',; rr I . . . I. . `:a . . T� Q I / I l l' ' E # ' o . LOGATI NkOF•BASIN ,. I lll'. ..... -.) z ...... , //, , ,r..I - . ;,ay.,_. :.. . . �: ":', l 3"� t / .. _ fl . STCB 11503 RIM=480:63 I , i ' I, I i _ : ... PER '1989 PLANS. ' ... , ' // .... . ;.. .. _ I ; i { .' �......... .... DID NOT•FlND: •..... .. / .... ... / 1 ar. { 12 IP S IE-477.04 r `�: I it I f 1. ..... ,,. l • a �� v': I / t ll.. I i • _ i , . 8* i :� - d 4x2O C r ` .. _ ` �2. M> ' / J ' ...... / - , , I . I I •� I 4 c,) 1� - }• , ( f I' ... li t J . . . 1. I/ ,` ,/ , `y f 0 I .. / / ,... 'E, ; FF-474.69 E .. c'� d' _ /,`. I .°.�:�": ,' .� .,. { t ' s, l ..III r`Y I I . /., / .... 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I ./.. .4 `d1 • . . AIN LINK• } STCB 6166 RIM=474.18 I i '+ _ III. I ... ... ..�� x� ... 12" CPP N IE=470.68 // , ///. / ,t I' - 70.93 I .� . - ... 2 Mr` > i I J. II ,. - I 6" PVC SW IE-4 / < ; � I - .. .. , , .. k / r Ill I / . 4" PVC E 1E=471.88 i t ; .. r a �'' /. 3�,U / 11 /l/, I' '`t . { (. (. 8" IP W IE=470.73 ,/ �#' % ( .. -IN, . ....... , .......... ; . % .. .. C9. 3 . ... ' �, cL / i ... / till :.l ' •1 . <- j i ' . . - -.V 6 ' ,1' [i .6 ! . . . . \ . / . . . . j: /. -I / , . ! ., . . . - F �� l � / - . j 1ti �. ... . .. �.. Ill. / ... / r' --1'. I r.-, i ,. I .� ,� .. . ,...... l` �- I .., ,j / 1:� l . l , 1 74.59 4 4( . ...... . .. f / . - i F=4 I / , t. 1" t:rq !" e' fl 11 .. /<I; . / 3.�u' Ill \ I€ ' I =: :::'` ". 13ENCH .. . 1 .. ¢::b,' I r I :I' . . I ' FF=474.64 , :.1 p; . .. , l/ l • lI ... '�l / ;; _ 20 0 10 20 40 a - / . /. ( I " � /' F _. STCB 6171' RIM=474.22 ,. Q ; :. 1: , i 07 RIM=480.04 .. ;w / Q '` ` .......... / i /// . ...' . 4 ,. •�. < r { 6 PVC NE IE 4 ,. ... STMH 81 - :: 0.. l I I.:'„ 1 ` '' I I 12 IP N IE=471.55 _ . .`i. � . ! >' :.....� .. °.:. .. 4' PVC NW IE=471.47 -: b r ..::, - Jf l 1L (IN FEET:) .. R, . F,'. ..L ., %� .... f• - ........... - 12" IP E IE-471.76 .(. ::... l _ { If l' : Rq` f O 1 INCH 20 ET. ;�' ' ..: ''.•, 6 PVC W IE 471.37 `- :'- ;°.... :R, .. _ I _ � / % S7C6 8115 RLM=479.91 j � .../1/ .. , . 6 PVC. SW IE=471,37 Y .,I h , :� y • 12 IP S IE=471.49 ' . a 2 ' �� lj� / LADDER NE �,� 12" IP W IE=476.Q1 1 ( ft I .c�, .!lll l �, .I HEFT 10 .� �. �Y: _-. ! r _' - . < ; . SEE S � • T . `=: ,..: '.a `� ,/ TACOMA • SEATTLE SP0KANE TRI-'CITIES 2215 North 30th� Street, Suite 300 . Tacoma; .WA 98403 253.383.2422 TEL 253.383.2572 FAX www.ahbi.com wEB Pro iect Title: T /ACSM AL A LAND' TITLE SURVEY Client: GREENE-GASAWAY- ARCHITECTS, PLLC : Po Box a168 .. : FEDERAL WAY,` WA 98063-�4158 MR. JEFF GREENE Job No. 2120436.50 Issue Set & Date: 3 0 JULY 25, 2012 . ,,.ic a �, , 1q cD !) 0 N 3 . 0 N N . 1 U 0 9i A Revisions: Sheet Title: ,:. " TOPOGRAPHIC . SURVEY Designed b� Drawn bv: Checked bv: TAD DF Sheet No. 5 of 13 Sheets . ..... . . .. .;. . . . tv� ngtneers . _ .... . - .. , . .. . . Structural Engineers. . ". . . . . Landscape Architects Community Planners. Natural Resource Ecologists . .. Land Surveyors ... F - : . .e P RTI N, OF THE NE 1I4 OF THE NE /4 OF U8 T P 1 N o n . �7 Neighbors �. . 9 ! . �►' CITY OF FEDERAL. WAY KIN C NTY WA HIN T .. N i t \. ATIo of .� --� , : I i T A C O M A • S E A T T L E \ \ '?� \ 1 O /fe +as I I ' t LOCATION OF �� I SEE SHEET 3 3 LOC I _ ;YARD DRAIN PER a- I . BASIN PER 1.972 \ \\ O \O �// f> #€ 1°' STCB 4781 RIM=473.76 o k S P O K A N. E T R!- C I T t E S j \fl �, 1 € I ' 1972 DRAWING }_ m ` �1 " �✓ DRAWNG. 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U -T— x 12"F f I r x• m MASSEY I K '� I \'� X .• I I I" I I I ( I, I` 0919000205 --M. iI x , I I x --------------- = I o Q o sc I ..I , I I 20 0 10 , 20 40110000010 I c x IN FEET a � + .I:.f ` f � _ -_..... I• � I _ I '� DROHMAN I 1 INCH = 20 FT �_ I __ I 0919000200 �I Io xz E 13 I I µ I L I o a I x \ p �D . x .. I 1 II SLOT DRAIN x ;i z ELECTRICAL ! q. x � - I — ? CABINET — ROW _� I ; .. +: , � - \� ..•x• ? ',' I I �I____-.-°`I I m^_ `.`� I I � (__. I �._.. _ ... _ __. SEE SHEET 8 — — , �� M I — I.__ .. _ n _._.. Structural Engineers Landscape Architects Community Planners Natural Resource Ecologists Land Surveyors Neighbors. a_ TACOMA SEATT-LE SPOKANE TRI-CITIES 2215 North 30th Street, Suite 300 Tacoma, WA 98403 253.383.2422 TEL 253.383.2572 FAx www.ahbi.com WEB Project Title: ALTAIACSM LAND TITLE SURVEY Client: GREENS-GASAWAY ARCHITECTS, PLLC PO BOX 4158 FEDERAL WAY, WA 98063-4158 MR, JEFF GREENE Job No. 2120436.50 Issue Set & Date: JULY 25, 2012 �F•OLZ 0 0 0 a D Revisions: Sheet Title: TOPOGRAPHIC SURVEY Designed by: Drawn by: Checked by: TAD DF Sheet No. 1 7 7 of 13 Sheets Civil Engineers FEDERAL WAY,, HIGH SCHOOL PORTION 'OF THE NE 1/4 OF THE NE 1/4 OF SEC. 08, TWP 21 N35 R® 04 En5 CITY FEDERAL WAY KINGOF WASHINGTON. M SEE SHEET 7 3.5 - D - - \ I . END DRAIN It Ix GRANDSTAND fi i ,I SUPPORT i o ! E i x �\ GRANDSTAND SERVIS I t E i SUPPORT 1 i I I I la I eAs 0919000195 X I - x fi fi \. I l€ I CONDUIT MOVABLE SOCCER + bb _ Qx L� W r'` ; # I GOALS � a d. � r© t •i_1 I L1J L1J tL�-' L1J x ,`� I �, � � I f �. \ x #.... � --.W,mr*`Re.f ^"`�.w.-"• ^w..,,!.••^`Fj....•++,.-.., LIGHT fl '` I i •, - CONTROLS 1 I f x2 _. p j STMH 8012 RIM=440.60 flw Z ) ' Q `© Q I/ r' , 0 I I i 10" CONC N IE=435.17 I O Q Q X4 ( I_ I �? I wl i.. I I 10" CONC S IE=435.17 ' - x LADDER W I a, I x ID p/.. Q [� .._... Q Q Q Q r Lj I I I I a --� --- -W---- W I I y) ELECTRICAL KIM I. f CABINET 0919000190 f SLOT DRAIN - ° I o MOVABLE BEN14HS ► -ID _ o I I€ I I I - z f I : �. I. I II I I I I L • j$»� x- xf 2x4"U ' x AE t W w W� j I z -- -- �- tx i M -- .X-x-x-x-x :. I I I f.• ..I ... x 7 f .. 'I. .. IzI_ I x I I I I II I I 0919000185 x x 20"F �; i - .I I.' I I I ! I I II I I I%` I. x IF I- I \� �. ... .1• -. fi E I I�� i I j I I � I 1- 1 ( t xi Q Li I 1- 1 ,... ... I I I ! X 18"F s �_ ,. I....\ ...1. ......... I t x. S r I, I 1 20 - --- x j rp W i...... i .. p SLOT DRAIN x IN FEET) I I i FF=443.32 ... :k, . -� \ ; I ( : 1 INCH = 20 FT. ` DRINKING , I I I 4( PUENTES i i', I I I .. FOUNTAINS , I.. F , .. . CONCESSIONS I _ 0919000180 D Tr'4 STCB 30123 RIM=442.87 I 4» PVC NW IE 441.94 I I 4 PVC N 1E=440.76 ....... ,,,.`.`.;.`; ..... .. I 4" PVC E IE=441.89 i 6" CONC W IE 440.69 I \ I ,{ f'..:.I\p\ STCB"30124 RIM=442.59 • _ . I ! ; \ I - 4 PVC W IE=441.60 .............. I �4" PVC S IE=441.60 �;` 6 CONC S IE=440.39 I"z f I t / j I� �LL\ L \ STCB 30121 RIM=442.67 I 4" PVC E IE=441.74 \ 4" PVC S IE=441.79 \ I i I I € ! } \ \, .... �. \ 6" CONC S IE=440.66 I i AHBL 135 X Ivj ~ _ t .. , \\� NAIL AND WASHER p N:122765.9540 I I M E:1272367.4017 I \ \ X E i 00 ELEV-. 442.96 STORAGE' I \per \ COOK X { 0919000175 d_ f ; f I I I I I j: r.' ; I I I �) I \ .... ~ - I+. I SLOT DRAIN \ I O f- fi I I /. . . . . . \\A PLANTER ' 0 ZX • r I I �.. ,,� . SSMH 30437 RIM=443.21 /14 F I I Z z - z.. Q .'°4 \. I . 8" PIPE E-W S fi 4 d v ..Q . CENTER CHANNEL=435.81 Y .. x I f I I I z'. z . ... 1. LADDER N -. _ _ . 7-7PLANTER. I yr STMH 8048 RIM=441.01 Co O _ __ . __ ._ :_ 10 CONC N IE=433.59 i V. FLAG ' x 15" CONC E IE= 3 .59 13 -:-I - _ S S-1 - -, =S - =1 ,- -.. =---.-_�y� _ _ '. - 07 15" CONC S 1E=433.49 - - D-- - -.-- D.- Q _ _ _ -,77•� -- x { i € LADDER W �- W - W W, W- - - - - - -W.T. D u�,-- D - - = D�-= DI r - \ ` TICKET BOOTH . STMH 30436 RIM=443.26-� W'- - x j x -,k x ---x x ---X i +• ? .. FF=443.43 _ 15 CONC W IE=435.96 X -� CHN LI XK x-x-x-x x-----x x-x-_x 12" CONC NE IE=436.08 r } - -_ - - B x-E3-�--x-- x----x---jx x x z x x . -x x 8" CONC = _ __x. s• x x>�-x. z E IE 430.59 I x _ j t t i I ( : I . �� "� _ XE3-- x L C3 - x ---px-x9-9-x -x --- x x x ' i PARKER I. x _� - x µix= 091900017046 . . . . . p . . _ . . } r I . ;` v ;`,�f ` a FF=444.44 I 1 s I I I t i f SEE SHEET 23 I .. .. .. x: -.I r� 3 Structural Engineers Landscape Architects Community Planners WWI Natural Resource Ecologists Land Surveyors k Neighbors TACOMA SEATTLE SPOKANE TRI-CITIES 2215 North 30th Street, Suite 300 Tacoma, WA 98403 253.383.2422 TEL 253.383.2572 FAX www.ahbi.com WEB Project Title: ALTA/ACSM LAND TITLE SURVEY Client: GREENS-GASAWAY ARCHITECTS, PLLC PO BOX 4158 FEDERAL WAY, WA 98063-4158 MR. JEFF GREENE Job No. 2120436.50 Issue Set 8 Dater JULY 25, 2012 45•')1 s 14 a - Revisions: Sheet Title: TOPOGRAPHIC SURVEY Designed by: Drawn by: Checked by. TAD DF Sheet No. 8 8 of 13 Sheets ' # I .. \ ............. f � .. �` FF=468.83 0 . ..._.-._ _.. ..., w _._.... J10 CONC N fE=437.72 III '_ ��_ w ... " , .... .. .. \ F. ,I, " " , .. ... ..... �.. : fe. I 3 ( -. ,..._ _ ..._... 12" CONC. S IE=437.52 % ... , ... ...'- ~.. . SAND • LADDER E Imo.... Q .. ...... ..... , ..1.. , STCB 30117. RIM-442:72 i � ........... ....... . \ . ,; �. 1 :. V €. t f' # - + `1 - - - - - - ____._-""__ - �- �'i-„•!'' . , . . . . , . . . . . . . - t i # # t a / I € Q { f - f, 1 ... F 48 .70 I i S. 1 I� 1 I # c .. S € I f € � l t s i y �. ..:....: t # �.. ... ... FF=4M28:. FF=468:66 , FF=468.76 . i . I O U� . 1 's n00 f %' W HA RA ! i to! i I . . , a . . . KI,; s t to y � /......�. -. {�y r .`i / € 3 ..�.•.. BENCH -I f i l # € I 1 1 # t r� - u t, •t. r , t f A i <y a a s i i t 1F „ b' J < - 1 t eF — 67.91 F- . F 4 -.: I e, g rl y i { WOOD I I �^ .l i � ... .� • '.,. -: POST. r, SEED. U " �. STCB 3503 RIM-459.20— — — 2 t 113 U • /. 8" CONC S IE=457.92 Q '.1 3,>IP F . " I CAN HEAR BANGING FROM 4216 » ' . RESTROOMS (.. ,.. , ... _ ;# . GATE LOCK 8 P 10"CH # 0- S I CAMERA I 16"P __ ,__, .. - , I- - �.p---- f: # NAIL AND WASHER : Al Y' .. .N • STCB 9,132' RI.M=442.75 „ WATER it I I N:122720.9893 ' r „ I 3"IP \ \ 6 CONC S IE=441.33 ('': VALVE I .- - E:1272677.6096 0:<!P . I 461_ \ i, t 12»0 �. BOX- # ' ELEV 458.84 I � l \ (, 1 S _ 10"IP fi . _ TMH 3506 RIM-458.29 '' i _ 4408 RIM=459.53 - II 12" CPP N IE-452.04 ( I:STCB \ ° W'— _ I r? ! 36" CMP S IE=447.49 4 ` I . 6 CONC S IE=458.38 I I I( lyS W �... - ..... —. x LADDER E I'...... , . 4/• o W -•* i �- �W { 1— — \. ,._ 14 .0 7x6" RHODODENDRONS _ I �.x 1 I , STYb' 4163 RIM-460.44 .� ��'•° '� •1' k STYD 4413 RIM=460.25 3" PVC S tE=459.94 FF=444.6. z I l » I `---ti I. _ 3 {P FROM i r 12 M 3" PVC S IE-459.75 I\ GROUND: TO BLDG LOCATION OF � - . . ,[�..`i .. I. .,. .. .. � tQ . ; ABANDONED DRAIN. <<s"' .. .... - � . "\ `".. FIELD PER 1987 PLANS t ....... . #.... _, 1... t4,.� _I : • 3 Civil Englneers AN F TACOMA. .SEATTLE .SP'O`K.XWE e•:TRI CITIES 2215 North 30th Street; Suite 300'.' Tacoma, WA 98403 253.383.2422 TEL 253.383:2572, FAX. www.ahbl.com WEB tJw Sheet No. - •.,_•.-:-., :. ,-.�;, � i L .;..I.... I ^SEE SHEETI2 — — - — — — — — — , � .I ..— _._.._ — • 9 of 13: Sheets E l/� . --- . s r - . 08 TWP. 21. N. . 04 E. W.M. A PQRTI QF'.THE CIE 1/4 Q F THE NE 1/4 QF SEC AY KING CQUNT , EDERAL W , .r: ITY QF F 1 - , C . i-�- __ 3U L 119 / -�- 7 EET' 5 s r E S H / , SE . . f .lj,t �I� ,2 his• /� : 3. SCRIBED X x`" x x / b I :I f..... - r Q, v a H , BENC . 083.7427 / ,'C'� N:123 / i ;= - ' p , , , ; , r,,. 3 . . ' 4° 73 363. 2682 �' E:12 ,/ J pl.. <:. jf l a (, l .I "1 �' EV:480.44 hh // : EL I I itJ ' LJ _ �. : / / , �o 'f I: �:' ENG F. :'s £ ,. I t4..9 I I /, 4 ,. F=.474.60 k 8 U O t r l \ N , . °. °.: / (. 1. °. a x a• / . OOR / „ b l �-, : / •. , .... .; jj I 1l as \ ' BUTTON E ° / I :/� II 3.U, I E �: I - - i ;t` // EF-4Z4.56% I ' r � O 111 FF-474. 0 u of r ;, /, a ' i' d` it , / 8 , 6 11 $ L tf 1 � r l , R r i 'F �I 92 STCB 11506 RlM-478. 12" IP N IE=475.79 12" IP S IE=475.79 11. FF=474.56 ,, FF=474.64 , a I k-; 1 :a i i tI 11 / 't ' j�' .• - / - 89 RIM 478. / 111 t'I'� :�, STCB 6521 N0 PARK / 1. �, I f i CO NC Si E=4 77.4 3 x � �I . / / ` I F t' 45' 'r AT -�, - 18 PIPE DI VES . oR � / C� C :gyp I• P t `. ``�, 1.54 i . / rn i FF-47 NCH i t BE /. r a'f I . . K I r t I / 1. ;R . • `E F, \\ ttt 3 E• t - 4.05 . f' =47 � f r • 4 I' : _ ' .. ,, , , ..., . ., 61 RIM , �.. � � r. STCB 59 ,,• :'ft f .. , , 3 ' I' .. , . ,. � . / ' i °� d » .vf 1. .,/ 2\\ 72 .65 O / NE IE °,. `r s P � / O p' '4s° , N. i ` rtr N » l �G. D E .. 70 ' H =4 72. 10 W IE , P VC N / / RD ' I B ,l� \ / 111 i r /. f � ///I l' {jff q• i £ r •3<U` x.(5 USE HO ... i f . . a : jj t t s .l 'c 'I ,.F�LA / / / \ - 1.52 , . r 47 R IM -�• . . 1 >� ti 9 M• 201. B B TC E 4 �.;. S � ,t � R \` y EN i f. jJfjt{ T W RG. � i . x a, 7 •t , 4 tM, /' L 1 I" a4 i I tt , o: E 4. IP S IE - 7 .57 I % 'r ti /� I 6+Wm vJ i '� I f R�'U' � TAB TCB 6 51' R M / z <� �� IC S PI CN 'R ;R k: 11. •�\ h. t=� I. 'r . • e � 5 r t :'F 8 } 1 7« - 77.3 -46 -4 a•RiM � � '/ NC SW IE • •I • - 161 _ CO 0 `� CB 2 t t.I 6 ST :� ` E�z !x I IUk° °,p l s� . I' a S� /. a :°L O • A '`. IES P D =46 6.42 PIE / IE �� Qg NG N r " �•. X CO .. R' 3 , bd 4.�:�: r 1 ` _ - I ER' x.. I `x 4l R EAD I. l �° ASS OU Nt) 3 BR 1. f> , ,F 4 11 a �t t �D OA f 'A B U _ / 3 f UN H e. ,>, az } ', , IS K WI H P I _ , . STCB 11524 R1M-47 S . k :.. 1 !t@ ; t'. 7 1 I 1 > l :� .. r' `�-474.98 �� ., I I W IE: g r �: 12 P `z:- u � l � R f � , I E i t<-' .3 � �,3x2 Urc� � .. , . , .il. fi' .. / f` /1 ... :I:' Ill �- t» / . . 1 .t era- 1 / I I °" " - I ; < .'. I 10MPH 2 M y f fl ' SSMH 11526 RIM-478.11 : .; , . ``.: 111 r w- 1 .,.` _. I'� ( ,, " FF=472.25 I .. f _ •... I O .' / t 8 PIPE N-S I, B,:U '� ,> "^ ;. 2„G 111 f / , .. // . ... �.:. /. 36 t I ''I':� SSCO 20168 RIM=468.80 A 10 B I �" CENTER CHANNEL=466 m. s I /�t.. �: a LADDER W I 1 . I : ' .R: IE BEND=466.63 I t :. , • < : III / ` f ' l t (( �� . p VENT ( I N E.... STCB 5371 RIM _480.37 h : I f/ ' .. Q, - I 12 ADS SE iE-475.81 r Irl �� -/' DRAIN 'fl 1 SSVAULT 'RIM-468.07 >, III / /II, f ..; . '3 I 1 I �, 36. TANK TOP 465.92 U • .. , -Irk IG } >. 1 12 8 �fi?0 CE I . !.,�,� I ....ff, I. ' :, �. �a I j p f < ( 4 PVC E IE=465:22 <PARK NG III s , . --i 4 PVC W IE-465.08 / ' • ' If ' : " ' V, STMH 11525 RIM=478:07 z I I ! , , /// ' T . I AR a ` ill . f l READ <R` r=' '; » _ V) l :� EMORIAL t O ;_ � :: Q 1: ... .... .I .. ' 12 IP N IE-474.74 . I ': _ W ' : I. C9,, III t 2x15"P / `BOARDw' . t.� fl�� ' J $J+F 12„ IP S IE-474:74 ,R 1 STCB 20179 RIM 468.15 - .. . 12 IP E IE- 1 i .,,:: NC 'E IE=466.80 III I t / I//' i ' _ _/ / I -474 74 (€ 4 CO �' �- ` : : STCB 8114 RIM 4ZI3.72 t ' .. r I < II ' I II , (°... ` AHBL 151 III S / i Iie. 12 IP W IE 5,36 .. �f L .11 . . . -./M bi.. ` - r I J°';'" NAIL AND WASHER _ I � I � :: �``` _==�'x; F^,: r r`. / / STMH 8108 RIM=479.65 J� . , .... , .. , . \ z.<.. N.122919.5414 BENCH - .: . . . illy � /. rll.. % . I �� / `;.1'... II T RN <.. , I LL 1 I' � ti / 12" lP NW tE=471.10 _ r I'. Il O E:1273152.0461 , 1 - E ELEV: 469.92 _ , III I 12" IP N 1E=470.63 : 4_; s I . J 1 . GAS 1 l 1 III / 12" IP S IE-470.63 a' lJl . i .. t ' �^ . f . 'J l/W1, ..;ram f ' REGULATOR . 1 f UTILITY / j O T BANK: I/ 12" IP E IE=470.86 k' I I '' f '� . I F':.` / DUCT BANK ACCESS DUC / w `: s ,. j LINES MAY NOT BE � l : .. ,r, , III �, _ / LADDER SW I/I . f �I I -, .. . ``, r s . � ' \ ^"^ r IN THIS ORDER a fly :� .�,,,�� '� �� . , / s` Jff" , , .. f . r'iif, J Ig. 2 M _q, s: , -. I f K r... f FF=468.8 Ee , (5►� ' / �., =471.63 . � =, I III 1 % / J I..,.... .. R / ! / 19"P 2IM . II / ,'/ , O' . .l " - - - a / I _. f r ... .. O / `3 t 1 ¢.. _s `� ': STCB 11528 RIM=476.78 + -- DUCT BANK ACCESS III I /� I, k,¢, .I �.. ! I/..t.. , /.. 12 IP W IE=473.33 I o I ;F: i III / t �{ - / ... :. �, / ! f f /J o / .I F=471.59 Ey / ,,,.,.. , 1' f .1. ,... rrl /{ a,¢ / F IN / `I` I i,' / 1. a . I kd'' I/ lil G WELL » = r s0 ° 1 / `4 I �.` :' , WI H ( / 2x1 CONDUIT /. _ . �' I, . .r. J 9� Ili ;' I f ..11� ,, I l �. o , ;. / 1 -1 , 111 s. _ _ _ - / /. - - =a = GAS TIE IN :.d / . i ( ff� I / L 1 I: . " : I... ... xf.� 111 l`.; ` { r , `: I GAS VENT � 7 . .... 0 . . 1 ' i 1 BLY -k' ,/ _ III 'i SEM , � .. . :.< f ;., AL N 1 E f 11 �' 1' r ill 3 ,l x � . N T P IPE !'-' VE �' . . . r VERH EAD J' - P. / VEL A CL C '/ OIL �-:''Q, `� r / O EGULATOR GAS L1NE V" III3 ;POLE I I s 1.0 U '., . " . GAS R :. .".' ':; , . "' '', 1 {l �.' . . - 1 . , �l , . �c i `" '.'/ ,..' =4 6.95 i r M M`; . . // / STMH 11529 RIM 7 : i /% ',III } I . / . . ` l , lli. . .v: ', « r PEN $ I ' r i + / s III f.. E UNABLE TO 0 T # //, `{ `'3„ r POE _ ^ i r OOF `` i .... % / r/l / / GAS GOES TOR - - =E: , ; P " S ( _ £ . , � �. -- l d l I BENCH - , r. I J �.. , .. �'/J' ,�.:4. R ! ,! j j / �. r BOILS / . (II Y / - co / l . -,I GAS GOES TO �// .. 4.,.: % i' # - - y / 3 k ,- F l l 1 -, `4e }} . , < , I K TAN . TE 'y A , IM ; APPROX. •. r a /. III ! 2 u 1s - =o I f 't , f:a. 5 /. f 1. - ;' l � r -f 1.61 FF `t f I , v I r <t /:: ,» �: :a. 1 `ft• -47 .49 r o F f � •f 1' •fI .� d t i� f _ 4 I . R M v- •S T B 5 641 •%� .} 14 } 's' j :. �`.' M r / »� 1 "r. 8. u I III' . - 7 / /. . ONC E IE-470.0 ; 6 C //f i - ! N Q'. FF-470.40 . I t a 1 ' s a f / . . . r i iif A°x a Q ' , I `-. I . _ �'>".;M; C W IE-469.77 w / ^ r , �. / r I I " IIF ` 6 I CON r .: I1 ... .:.: . ,. 0 Itl i :• :._. ` - .i. � l l 1 i l � l : 1. t� . � - , .. �... f Ill :'..11, b'•' .f.. / I STCB 5830 RIM=469.74 Ip} '' .'.. / d< . ,.... �., 1 Ilf t / , . Il . '„ r GRAVEL / 6 CONC SE IE=468.84 111 , } _, t 1' Rt('F!T' F-EtJ if�Y I . Il / I << III s U s k'. ; I ::a= i J I f IF- 1, lrr I= .. I t 1 REC: No, 0071224000368 1• .l l i 11 £ III ,` : : ..^ 'U - 111 . :� l R i Il, r 1. I ..' I t /' `x ' 4tIL, / „ I � 18 U / I II III : I f : ; .`.i. ..�. f ..I, I...�' / 2 M . I .I ..,t"'- ..,,.,-I-.. E ` I.,.1/. .i-,.... I/ �i,,,,_.///' J�. g I ;; 1 I III I ' STMH 8110 'RIBA=478.24 _ 11 .. . . 12 u o s; ..... • : , ..l,r` I.. .11il -/// ,j.:�. I I . , £ I I t:. I . . ; 12" IP N iE=469.87 I it �. s ... f .. .:i ..l.. . K _':..,,: , .. I i f....... .li li ,,..., i 1 \ /. III # 12" IP S IE=469.83 F; I t U .. .. r IIIII .JJI ` .. I ' I I '" .. , i I :. _ a,I:. '. , .. ..: ,: , .. ,l.. .Ir.,, .Z, .1.,. I (. ; ,: >� STCB 5785 RIM=469:30 I' 1 ' ,r,:.' p 1 1 i ' 12 IP E IE-470.12 fi xI = 1 « 1I,1 £ J,-.-`_,.,,,.,.,-• �..r. �,.,1/rlJrrl"`Ifs �k'. iI. .I I ', 6" CONC SE IE 467.90 f '\I <i .. , , . ,1. III I � � -.- I.. , , '1.=F 1. . , lll, JJ' 1::. . I I I !I ti IS f_ i/ _ _ } /' /. lllll �1 l 6 - I `4- 1 1 11 1. I,, f 1 , ]j t br. s- , , .. , II 4) / 1 f Illy .11l . .J.°. s ' x FF=470.40 R"'' . I i jj r s STCB 8113 RIM-476.95 .. ,,' .. . -'; i :{; I Ai w .: ...I. .'< ; 1 I / 12 IP W tE-473.36 .I. Ill h £ 11, 1 I d .. : l' llll f l J' 2"M C' �,r a.. , llf. lI'fll:.f .��a lI I jE AHBL 152 / , c I „° - SCRIBED x .I', ! I i I :% lll. M, � I 1 • f 1 I' sr, t �. I, II, . . .6931 , - 1 813 1 'l 1.. .<'.'. N.122 `I"- <.,:•.. ":..' I }I # ; Ga, ,1 /I , I /, 1 E:1273149.7333 / l .• , . Ill ,'Ill " vy I 1 „ 1 i 'M J`.. i r' ; . ,) , l.. 1. J:: STCB 11531'RIM=475.49 I '' ELEV:468.60 I x -11 , , ,'.I.:.:: l �f . . t £ / 12 IP W IE=472.07 „ x ;�f.r4 I 8 Ir/..F. l:t CJr 1 Iill J// » !1 2 F 1 :;'. i ©; 1' II ' ' ''ll/ ' ,1 ' ' •"', .� �' ` I llllll. /ll: ° .�� I .s.:Ya 1,, I:p,.�: , J.... - .... , T n;,' . `Z' } ' 1 l .. .1 Il s II :a a�K I _ 1 �} , f f°........�. ,. . 1. 1%ll '1/r 1. 1 �� BENCH ' "n' Ia .: '! l:: j• a I .. III t , o. , : l/j. , , /// ..1• / lj� t tI t �' i^ } y , 1, .. L Imo" I RIM=469.45 __N' 1 JJ ' STCB 5773 '•4 , , �. I , 1 ` % i, .1.: J/J STMH 11530 RIM 47 I II 3. I -a- / » I , I 8"U , , OPEN :4 - 10 ?t i UNABLE TO CONC SE IE-468. r I }< I 6_ r Il . . , .. 1 fly .. x !'.:. s. .<` 1 •a• a$ Ill !'-� (� =- STCB 5645 RIM=469.69 e - HO l t', 1 L _ /.,.,- �J - 7.19 r` r J �z CPP S IE 46 t f'q' 12 , ( r, .:, ,f, -111 III £ l . 8.M- �` I ,.,, 112 PVCWIE=467.19 1 ' . 470.25 I , "' J FF i # 4 _ . r s£ T }jjj{! t s, . 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Neighbors.. . n, TACO.M.A • SEATTL.E. SPOKANE ! TRI-CITIES U3 2215 North 30th Street; Suite 3Q0 Tacoma,:WA 984 253.383.2422 TEL 253.383.257.2 FAX www.ahbf:cottl WEB Proiect Title: ALTA,A CS EY URV TdT LE S L AND Client: WAY GREENS -GAS A. . PLLC ECTS ARC HIT . 80 X 4158 FEDERAL WAY WA 98063 -4158 MR. JEFF GREENE Job No. 2120436.50 issue Set & Date: JULY 25, 2012 'y �' (� 3 r�s uacvrxnr u�xa rroi frxwnm t,�,,, ,tom VW 041ER5l�' RH;<1T5 N rf. Ti#S DOdNk]IT IS FOR 115E .. Q ON.Y FOR U� PRO,£CT A)QItR1ED rN n� rrRE aoac s >ior To � 115En FOR REPAOt« Rflk00Q,OR aR ARY oTl�x FRa1�cr ADIXROti TO :THAT PRQECT FOR M O N % . 3 cc C4 N O O a a� x 0 3 IA 1 A A Revisions: Sheet Title: . TOPOGRAPHIC SURVEY hecked b yawn b : C v edb: D Design Y Y TAD DF Sheet No. 10 of 13 Sheets - . I � . . : . 11 . . . I I . � I .11, , I I..... . � I-— I � . . . I I . I . . . . I . , . . I I . I 11, .. I . I . . . . . - . � I I � : . � I . I � . I I I . .1 I I I I 11 � I � I 11 . I I � - � . I I I 1. � ,... 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JEFF GREENE 2120436.50 Issue Set & Date: JULY 25, 2012 s11. ey"IP C7 7w NUMN[ OM WT DEROGATE FROM RESERVED 3 R6TiT5 N ff. THS DO MR s FOR um 0 ONLY FOR.TNE PKM DENTm N Rw M BLOCK CO M s NOT TO BE M M wAN, RENOOEI. OR M I ADD€RON TO 7NAT PMW OR FOR ANY OM NOW. * 0 N 9 i N N . N W i 3 Q .A Designed by: Drawn by: Checked by: . . TAD DF Sheet No. i / ;;., {z �. f _ `� �.. .. I ...i:1 , . /,Or / I ; 1 . ,♦ �� % `� :... -, ` �aRCCIVC-V/'1J!`"l YY /'► T STMH 4279 .RIM=456.9T . , r _� __ _ ,,.. b Y 1 1...... STAFF . STCB 11433 RIM-460.30 ; ..,( A6 / 10 U .. 36 CMP N IE=446.85 _ I 1 : �' f: _.,.- �; I 1 I 6" PVC S iE-458.90 I 3 I ARCHITECTS, PLLC „ `} _ , N p:. :•::. 36. CMP S .lE=44 .7 .: a, :: `' .1 i' --- .I.T- `, I. '� a . ��7 . 1 6 2 I. \ �..--,,,,, ......, /, .. . LADQER E r` FOOD . " . u t i' < - I ©. - -- -� G a `P �i -- ,. O BOX 4158 - , :• ER_VI:CES ' c� a I s ;: . , ;... . ..a DETENTION FACILITY. • 1 ; , . , .. . , . .. . . . t .. &,: ,9e Q 6 i .. .. ; � � `3 .. 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FF=458.53 1 I tQ . i . , ... c . , , vi 1 i + 12 CPP SW IE=453,20 `' c=, I TOP=459.07 BOTTOM=458.77 . 1 ,z :� .. I 1..... 'Z. I i.. " Jr -, ', .. , .. `'� I , , i . 0 1 -,'0. , ... . & . I .. 1 .....{, - ,4 Q a�' �• ..�. hN.11 f' 2120436.50 1 �. �.. 1 �i i s .. r r a; i I issue Set & Date: FF=446.54 ..� is�♦� 'I c9 -4p... .s._ . / 1 28"F i n ff " t♦ - CONDUIT i j i W y' / I 1M RR TIEjSj' �:w: �yh� 1�-.1i{ -. ' _ �f/ �_ '-. 1 s-1 ! , { I I. i �. =_tmz �' `i i ti r. r Y{I'- 44 = . . :� Q / ""1' t' f 1 }} t l ``� i • _._ _ P _ POST, } R i� fj}l € Q 1 6 r �. A STCB 1 0 R d 1 •X�p w L , AL j " I jj I t S i /. - . i Y 91 , 1 =443. , \ �' tt 4 - - ,__ .1 \a i I S - _ _ 6 . RP. W IE-444.64 `� ° 1 STMH 4278 454.58 I 7r 1 - I ..- F ✓' "_ram • < I _ .88 A R NE IE-447 _ � 1 O J e. - _ -l. s �' -4 r I ._.� .: �x " I r - POST - - . - i- .,--�''" �M �- - 46. 4 (' k >' P N E 4 0 36 CM t r__`� Di Y 450 - r _._. - r I ' i - f /ST B 10 9 e - i E SW E-445.78 5 2 RIM 46 1.22 I - 12 PP A I _ vu • U KNO N' S P - / i. t 9 6 VC N IE-456.87 Rna 26"p /. i ? P 18 OVERFL�W-449.88 / _ 0 VALVE ff t ; �,. /. ; _ . .. - . . , s _ _ �. -- .-. - _., _ f ADDER SE . .. ` __ Vp 12" CON " -� __~_ 6 PVC E IE 456 82 462w HA I ND J _ _ _ _ __ ", �. - : � .: GRAVEL I .4 �` .. -"' - _ �,. _ f i. . . IE=453.64 - 6 PVC W IE-456.81 k3 E I'll"i . L M co 464 - -- _ " % __.._ . ,.. -.M . .. 1 RAIL » - _ i __ ._,_ ,. M-•...., 'BLOCKING . ,... , . - . . : l . . '�>.„.. . . , . I\ _� a �} . _. ,.__.. - -VALVE MARKER. - -• 1 I i N�.' K `' T \ STCB 551 RIM-457.04 I l 36"0 _ } M . 4 . 0--- E ' - .t. s _ Z' 12 ADS ON RE•l E W 2 ADS _. _.. - C E IE- 454.17 :• :' rm ' "r ~`1,. , i LOT -- >. - . 0 45 4 t r`` IE 455.29 1Z ADS W IE=454.14 "` - v 2 \ s` r t _ _. BUMP - -Y w _._ . .. - I'll" I w w _ _ --__ ___ - --1. r t _ - - - - W _- W-- --r -_.,"_ . w. ..1:. . OP - - - - h ..- .w.... .....- - R �fj aQ. N• 4 T T, :. . c c- • T _ -. a < a.- i _ -- , T $ 4 ♦ T �---_ :� 5 r T� 4°e J _ T� - u . _ 44 _... __. _ _ . - - n -. " - Tom. _ M „ 3 P - - __ OST . _.._ , _�.. � SOP STOP a °O• I �. . - _ 1. - , T I D- - QP�'�r ,,t, t / r- -E-' d -... D •:, `12 ADS i -- -- -- --.---,=-� - . . ✓ r` r I - - . . ✓. w: :. - 5.. �. IE-454.16 O, .... .. /. -I '-- _ .. , ___......... .. ., L� ........ -- - 12 CONC I r ( l - , - , , , , .. _ _ _. _ - ti /,. , .,... , E .. r .. -0 -0 .. - ... . "., , j. STCB 550 RIM-461.16 _ _ ..::il�l - � � r:. - I - o ./ � I /, .' f /. f ��t-� / . - IE=450.57 .... ..... �0! .. . , m .. 1 . I .. .. , l... , . 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I -. ,:I . f,.\..��.-..- tI ,1.ks 1; I_, I STCB 655 RIM=455.73 I I I` !. .\ t 12", CMP N IE=453.35 I i `` % 1 12" CONC S IE=454.02 . A; / UNABLE TO TELL WHERE © . I N PIPE GOES 1 I i I I , Revisions: . . 1 20 0 10 20 40 < ( IN FEET ) 1 INCH = 20 FT. JULY 25, 2012 1 ISheet Title: TOPOGRAPHIC ( SURVE Y I Designed by: Drawn by: Checked by. . I TAD DF ISheet No. 1 112 1 1 12 of 13 Sheets Civil Engineers FEDER L WAY HIGH SCHOOL THE NE 1/4 GF THE NE 1/4 FSECe08 TWP 21 No . 04 E■P4RTLGN OF 7 CITY OF FEDERAL WAY, KING COUNTY,, x 16 F-�- E S 1�"1 � S E HEFT 8 I. i f - -w-----W-----W- I A. PARKER ' i. - O . . , 1 !. 0919000170 i I 442 1{ - , { 60 r __ -_ - - ! s4> WALL f qV ONE WAY U3, 1 f I 12 F 1P z I EXTENT OF LINE .SHOWN ON .SEWER CAR 5056 ,. ✓�.... , f HC H f xU ( 1 r I c He 4 +._..._-. z �� w ... n..rT.. W , z w , I LENTZ 0919000165 t C14 to io _ i I o ` ?) (. -1 GRAVEL ;! 1 I s x J V? s i GRAVEL i. i\ I ` f i GRAVEL ( - W ; :LoA-DING .t�OGK 6 18"F zx I t s iI •Cj- , " . ' , ' . 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I- 24 CONC E E 29.25 f I �- .. 4 .M � _�»U 2„= 2 U f 6 C ; " �ti U - - - 6»MAD 18 CONC W IE=429.99 12 C ..... .I " I 12 I P .. _ i PIPE S HAS PLASTIC COVER 6"C .... , ...:� 24 �C NC-��.... ` "" �-__ " ' ' .... -. _-.. _...... --�„ IE=431.37TOP > I LEFT' = 4 18 CONC _ " - n UNABLE TO DIP lIE 430.12 3�. _- _ _ _ __ ..._ I__ __ ,_ _,......._ , 2 �1-... 2-U. - 4--BRICKi z y w 2 `CJ 40 -_ C _ .. __. _ _ L _ 6 WOOD LADDER N �- , ... I ARROW . _. _ .- _ _ .._....-. _� _� .._ _ -_ IE-430.58 _. ._ _ � �� L_ ___ _� _„ $� x-� -x=x ---x=- x-max--x--�_-x - - 43 _,w 42___ - - - I _ 18 CONC _ 18 CONC .,_... _. _ SGHO tV 1� sr ".."` . •,_ x v _. _.... -- _. SIC D _ E 1 j�44 _ - _ # _. _ _ ..__ = 437 _ f 18 CONC CONC _ _ _ W . _ . - - - _ 431.27 _. , ..._ IE=431.98 __ OL f W W S88 58 29 EOp" -_ wµ .- w _ . �y' -- 60NCRETE_ WALL __ . OP _ _... w_ - _._ _ - _.. w _. W OP OP 1 OP _ __ - _,,, _ - W _ W A __ _ __ "OP : _ - _ - w , I -- 0 OPSOP .. _ - - - - -- __ - - - ,_ w...-.-.. _ _ ram.___- _ _ _ T . , . I I , _ --44 - 4 T-�--' 77, _ r _ . _- - i.... .... - .. .. . , _-..� .�- _ 50i�TH 3 08TH - STRE ..�� ' � • . ' , ..... .. , , . M Sr ->,.. _ - - _ _ - =--- --- s.:... - I 1 -.... I _ 1 I Q I, - --- I G G - - - -- �-� NO PARK S - _._ -.-- - .. - . -. .. ..... _ - - w -- S G w D" - - - - „ GY I. 3 _ S 'S r-x=---�---x= -- - - x-- x 8 F _ W -•-F_ 12"Ff ., c. .- x'..x-x x_/ 8 F 4»F. 6„F 4„F 4"F - �.. D-_ „� DRIVE WAY 4' F 6"F 6,>F _. x-- x ��- ~T- . --__ -- -, -.._ --. ,i?" - =- D �- -E- - - -. D -: 8 F STCB 1454 RIM-432.92 4 F 6 F x x ___ _. - - 4"U STCB 1470 RIM=433.70 - - -- -- _ 4» F STCB 1455 RIM-432.92 12" CPP E IE=430.96 6"F SSMH 1448 RIM=434.06 STCB 1447 RIM=433.84 x-�='T - = , 30" CPP S IE=426.78 8" IP E IE=431.34 8 PVC E-W-SE " x " x SIT - --_ \\, t gip- 12" CONC N IE=430.74 12 CPP W IE=431.42 12"P x x-x x x x-�c x x---^-4\�� = 3Q" CPP. N IE=427.05 CENTER CHANNEL=425.03 " - x 8" IP W IE=430.93 12 CPP E IE=431.44 STCB 1432 RIM=439.33 6 F 10" PVC W IE=426.10f LADDER N FLOW W AHBL 126 'F N W PIPE HAS CAP 6" FLEX S IE=431.01 12" CPP E IE=437.55 'N . BOTTOM VAULT=424.31 NAIL AND WASHER LADDER SE 12" CPP W IE=434.42 LU N:122485.$782 E:1272412.8752 t� j f ELEV. 437.09 LU Structural Engineers Landscape Architects Community Planners Natural Resource Ecologists Land Surveyors Neighbors TACOMA SEATTLE SPOKANE • TRI-CITIES 2215 North 30th Street, Suite 300 Tacoma, WA 98403 253.383.2422 TEL 253.383.2572 FAX ` www.ahbl.com WEB Proiect Title: ALTA/ACSM LAND TITLE SURVEY Client: GREENE-GASAWAY ARCHITECTS, PLLC PO BOX 4158 FEDERAL WAY, WA 98063-4158 MR. JEFF GREENE Job No. 2120436.50 Issue Set & Date: JULY 25, 2012 t► .o GISTE1t*r'9' �S oN� LAR9 f ' NOTICE AMATON OF TM DOpMEENT %ML NYKWE X PROFfSSiM& SEAS. AND MMTURE MOTION OF (� THS DOOtt1iM DOES NOT DMUTE FRW MUM OMlE1 W MIS N IT. THE DOp1YENT IS FOR USE ONLY FOR THE PROTECT COME D N TK 71U AND IS NOT TO BE USED FOR WAR M O REy1R t7 ADi"TO THAT PRMU OR FOR ANY OTHER PROTECT, C N i co 0 N N 0 0 w Q. N 3 Q LJ a A Revisions: Sheet Title: TOPOGRAPHIC SURVEY Designed by: Drawn by: Checked by.. TAD DF Sheet No. 13 13 of 13Sheets 3/7/2014 2:05:37 PM W ^ v 1 rn L N W M w 03 O x 3 v rn o' O CD Z O CD 3 CT CDs N O e 0 N O TV 1 D Cn M N a O x 3 w CD O. O' M O -h CD N n N O O� cnll D co N O - a O n N w 00 8v ,TJ mc3�w Z t1 a C 3 N(D 0 0 s@ N@ n Federal WayH h SchoolC) -U Z -Ph CL to 5 ::;� CO W • N N� 7C 1 Qi cn a U CA)N z 0 N 9. z `° Federal Way Public Schools _ z ° ,a � �cQ� CO) Z N m O OZ g 9 N O- Z p 3061116thAveS o wD C Federal Way, WA 98003 o � ° W o-o C) . I ,---- � . ____ __ � Date, November 7, 2013, Timet 8115 AM, FILe, N1\2013\B130F(,lr) --- FecieroLl-Way-High-Schoot-Concept\CAD\LTNG\SHEETS\ElO4,dwg I > I I , I i I I I I I I i . 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ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE FEDERAL WAY CITY REVISED CODE (FWRC), APPLICABLE ORDINANCES, AND THE CITY COUNCIL CONDITIONS OF PROJECT APPROVAL. THESE DOCUMENTS ARE SUPPLEMENTED BY THE STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION (WSDOT/APWA), THE KING COUNTY ROAD STANDARDS (KCRS), AND THE KING COUNTY SURFACE WATER DESIGN MANUAL (KCSWDM). IT SHALL BE THE SOLE RESPONSIBILITY OF THE APPLICANT AND THE PROFESSIONAL ENGINEER TO CORRECT ANY ERROR, OMISSION, OR VARIATION FROM THE ABOVE REQUIREMENTS FOUND IN THESE PLANS. ALL CORRECTIONS SHALL BE AT NO ADDITIONAL COST OR LIABILITY TO THE CITY OF FEDERAL WAY. 2. THE DESIGN ELEMENTS WITHIN THESE PLANS HAVE BEEN REVIEWED ACCORDING TO THE FEDERAL WAY ENGINEERING REVIEW CHECKLIST. SOME ELEMENTS MAY HAVE BEEN OVERLOOKED OR MISSED BY THE CITY ENGINEERING PLAN REVIEWER. ANY VARIANCE FROM ADOPTED STANDARDS IS NOT ALLOWED UNLESS SPECIFICALLY APPROVED BY THE CITY OF FEDERAL WAY, PRIOR TO CONSTRUCTION. 3. APPROVAL OF THIS ROAD, GRADING, AND DRAINAGE PLAN DOES NOT CONSTITUTE AN APPROVAL OF ANY OTHER CONSTRUCTION (I.E. DOMESTIC WATER CONVEYANCE, SEWER CONVEYANCE, GAS, ELECTRICITY, ETC.) 4. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY, A PRECONSTRUCTION MEETING MUST BE HELD BETWEEN THE CITY OF FEDERAL WAY, THE APPLICANT, AND THE APPLICANT'S CONSTRUCTION REPRESENTATIVE. 5. A SIGNED COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 6. CONSTRUCTION NOISE AND ACTIVITY (ON PRIVATE PROPERTY) SHALL BE LIMITED AS PER FWCC (SECTION 22-1006); NORMALLY THIS IS 7 A.M. TO 8 P.M., MONDAY THROUGH FRIDAY, AND 9:00 AM TO 8:00 PM ON SATURDAYS. 7. CONSTRUCTION ACTIVITY WITHIN THE RIGHT-OF-WAY SHALL BE LIMITED TO THE HOURS OF 8:30 AM TO 3:00 PM. 8. IT SHALL BE THE APPLICANTS/CONTRACTORS RESPONSIBILITY TO OBTAIN ALL CONSTRUCTION EASEMENTS NECESSARY BEFORE INITIATING OFF -SITE WORK WITHIN THE ROAD RIGHTS OF WAY. 9. FRANCHISED UTILITIES OF OTHER INSTALLATIONS THAT ARE NOT SHOWN ON THESE APPROVED PLANS SHALL NOT BE CONSTRUCTED UNLESS AN APPROVED SET OF PLANS THAT MEET ALL CITY REQUIREMENTS AND THE REQUIREMENTS OF KCRS CHAPTER 8 ARE SUBMITTED TO THE CITY OF FEDERAL WAY AT LEAST THREE DAYS PRIOR TO CONSTRUCTION. 10. VERTICAL DATUM SHALL BE KCAS OR NGVD-29. 11. GROUNDWATER SYSTEM CONSTRUCTION SHALL BE WITHIN A RIGHT OF WAY OR APPROPRIATE DRAINAGE EASEMENTS, BUT NOT UNDERNEATH THE ROADWAY SECTION. ALL GROUNDWATER SYSTEMS MUST BE CONSTRUCTED IN ACCORDANCE WITH THE WSDOT/APWA STANDARD SPECIFICATIONS. 12. ALL UTILITY TRENCHES IN THE RIGHT OF WAY SHALL BE BACKFILLED WITH 5/8 INCH CRUSHED ROCK AND COMPACTED TO 95% DENSITY. WHEN TRENCH WIDTH IS 18 INCHES OR LESS, AND IS WITHIN THE TRAVELED WAY, TRENCH WILL BE BACKFILLED WITH CONTROL DENSITY FILL (SELF -COMPACTED FLOWABLE FILL) AS DEFINED BY WASHINGTON AGGREGATES AND CONCRETE ASSOCIATION. THE AGGREGATE WILL BE 3/8-INCH MINUS. 13. ALL ROADWAY SUBGRADE SHALL BE BACKFILLED AND COMPACTED TO 95% DENSITY IN ACCORDANCE WITH WSDOT 2-06.3. 14. OPEN CUTTING OF EXISTING ROADWAYS IS NOT ALLOWED UNLESS SPECIFICALLY APPROVED BY THE PUBLIC WORKS DIRECTOR AND NOTED ON THESE APPROVED PLANS. ANY OPEN CUT SHALL BE RESTORED IN ACCORDANCE WITH KCRS 8.03(B)3. 15. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE SAFEGUARDS, SAFETY DEVICES, PROTECTIVE EQUIPMENT, FLAGGERS, AND ANY OTHER NEEDED ACTIONS TO PROTECT LIFE, HEALTH, AND SAFETY OF THE PUBLIC, AND TO PROTECT PROPERTY IN CONNECTION WITH THE PERFORMANCE OF WORK. ANY WORK WITHIN THE TRAVELED RIGHT OF WAY THAT MAY INTERRUPT NORMAL TRAFFIC FLOW SHALL REQUIRE AT LEAST ONE FLAGGER FOR EACH LANE OF TRAFFIC AFFECTED. ALL SECTIONS OF THE WSDOT STANDARD SPECIFICATIONS 1-07.23-TRAFFIC CONTROL, SHALL APPLY. 16. CONTRACTOR SHALL PROVIDE AND INSTALL ALL REGULATORY AND WARNING SIGNS PER THE LATEST EDITION OF MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD). 17. ALL UTILITIES SHALL BE ADJUSTED TO FINAL GRADE AFTER PAVING ASPHALT WEARING COURSE. 18. ROCKERIES ARE CONSIDERED TO BE A METHOD OF BANK STABILIZATION AND EROSION ONLY. ROCKERIES SHALL NOT BE CONSTRUCTED TO SERVE AS RETAINING WALLS. ALL ROCKERIES SHALL BE CONSTRUCTED IN ACCORDANCE WITH CFW DRAWING NUMBERS 3-22, 3-23. ROCKERIES MAY NOT EXCEED SIX FEET IN HEIGHT FOR CUT SECTIONS OR FOUR FEET IN HEIGHT FOR FILL SECTIONS UNLESS DESIGNED BY A GEOTECHNICAL OR STRUCTURAL ENGINEER LICENSED IN THE STATE OF WASHINGTON. DRAINAGE NOTES 1. PROOF OF LIABILITY INSURANCE SHALL BE SUBMITTED TO THE CITY PRIOR TO, OR AT, THE PRECONSTRUCTION MEETING. 2. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH WSDOT SPECIFICATIONS. THIS SHALL INCLUDE LEVELING AND COMPACTING THE TRENCH BOTTOM, THE TOP OF FOUNDATION MATERIAL, AND REQUIRED PIPE BEDDING, TO A UNIFORM GRADE SO THAT THE ENTIRE PIPE IS SUPPORTED BY A UNIFORMLY DENSE UNYIELDING BASE. 3. ALL PIPE IN THE ROW THAT IS IN EXCESS OF 18" IN DIAMETER MUST BE PLAIN OR REINFORCED CONCRETE. ADDITIONALLY, IF MORE THAN 100' OF NON -CONCRETE PIPE IS INSTALLED, THE PIPE MUST BE VIDEOED TO VERIFY THE INTEGRITY OF THE COMPLETED SYSTEM. THE CONTRACTOR SHALL PROVIDE A COPY OF THE VIDEO TO THE CITY. 4. STORM PIPE WITHIN THE PUBLIC RIGHT OF WAY SHALL HAVE A MINIMUM DIAMETER OF 12" (8" DIAMETER DUCTILE IRON PIPE MAY BE PERMITTED ON CROSS STREET LATERALS LESS THAN 66 FEET LONG, ONLY TO AVOID UTILITY CONFLICT OR MEET SHALLOW GRADIENT AS APPROVED BY THE PUBLIC WORKS DEPARTMENT). 5. STEEL PIPE SHALL BE GALVANIZED AND HAVE ASPHALT TREATMENT #1 OR BETTER INSIDE AND OUTSIDE. 6. ALL DRAINAGE STRUCTURES, SUCH AS CATCH BASINS AND MANHOLES, NOT LOCATED WITHIN A TRAVELED ROADWAY OR SIDEWALK SHALL HAVE SOLID LOCKING LIDS. ALL DRAINAGE STRUCTURES ASSOCIATED WITH A PERMANENT RETENTION/DETENTION FACILITY SHALL HAVE SOLID LOCKING LIDS. 7. ALL DRIVEWAY CULVERTS LOCATED WITHIN THE RIGHT-OF-WAY SHALL BE OF SUFFICIENT LENGTH TO PROVIDE A MINIMUM 3:1 SLOPE FROM THE EDGE OF THE DRIVEWAY TO THE BOTTOM OF THE DITCH. CULVERTS SHALL HAVE BEVELED END SECTIONS TO MATCH THE SIDE SLOPES. 8. ROCK FOR EROSION PROTECTION OF DITCHES, CHANNELS AND SWALES, WHERE REQUIRED, MUST BE OF SOUND QUARRY ROCK, PLACED TO A DEPTH OF ONE FOOT AND MUST MEET THE FOLLOWING SPECIFICATIONS: 4"-8" ROCK/40%-70% PASSING; 2"-4" ROCK/30%-40% PASSING; AND -2" ROCK/10%-20% PASSING. INSTALLATION SHALL BE IN ACCORDANCE WITH KCRS, OR AS AMENDED BY THE APPROVED PLANS. RECYCLED ASPHALT OR CONCRETE RUBBLE SHALL NOT BE USED. 9. LOTS NOT APPROVED FOR INFILTRATION SHALL BE PROVIDED WITH DRAINAGE OUTLETS (STUB -OUTS). STUB -OUTS SHALL CONFORM TO THE FOLLOWING: A. EACH OUTLET SHALL BE SUITABLY LOCATED AT THE LOWEST ELEVATION ON THE LOT, SO AS TO SERVICE ALL FUTURE ROOF DOWNSPOUTS AND FOOTING DRAINS, DRIVEWAYS, YARD DRAINS, AND ANY OTHER SURFACE OR SUB -SURFACE DRAINS NECESSARY TO RENDER THE LOTS SUITABLE FOR THEIR INTENDED USE. EACH OUTLET SHALL HAVE FREE -FLOWING, POSITIVE DRAINAGE TO AN APPROVED STORMWATER CONVEYANCE SYSTEM OR TO AN APPROVED OUTFALL LOCATION. B. OUTLETS ON EACH LOT SHALL BE LOCATED WITH A FIVE-FOOT HIGH, 2 X 4 STAKE MARKED "STORM". THE STUB -OUT SHALL EXTEND ABOVE SURFACE LEVEL, BE VISIBLE AND BE SECURED TO THE STAKE. C. PIPE MATERIAL SHALL CONFORM TO UNDERDRAIN SPECIFICATIONS DESCRIBED IN THE KCRS AND, IF NON-METALLIC, THE PIPE SHALL CONTAIN WIRE OR OTHER ACCEPTABLE DETECTION. D. DRAINAGE EASEMENTS ARE REQUIRED FOR DRAINAGE SYSTEMS DESIGNED TO CONVEY FLOWS THROUGH INDIVIDUAL LOTS. E. THE APPLICANT/CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE LOCATIONS OF ALL STUB -OUT CONVEYANCE LINES WITH RESPECT TO THE UTILITIES (I.E. POWER, GAS, TELEPHONE, TELEVISION). F. ALL INDIVIDUAL STUB -OUTS SHALL BE PRIVATELY OWNED AND MAINTAINED BY THE LOT HOMEOWNER. GENERAL NOTES FOR SEWER CONSTRUCTION 1. ALL WORK AND MATERIALS SHALL CONFORM TO THE WASHINGTON STATE DEPARTMENT OF TRANSPORTATION/WASHINGTON STATE CHAPTER AMERICAN PUBLIC WORKS ASSOCIATION (WSDOT/APWA) STANDARD PLANS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION," NOVEMBER 1996 EDITION, AND TO THE STANDARDS OF LAKEHAVEN UTILITY DISTRICT. 2. CONTRACTOR SHALL VERIFY THE LOCATION OF ALL UTILITIES THAT MAY BE AFFECTED BY THIS WORK AND SHALL NOTIFY APPROPRIATE UTILITY COMPANIES TO FIELD -LOCATE THEIR FACILITIES BEFORE STARTING ANY EXCAVATION, IN ACCORDANCE WITH RCW 19.122. 3. CONNECTIONS OF NEW MAINS TO EXISTING FACILITIES SHALL BE TEMPORARILY SEALED OFF UNTIL AFTER UPSTREAM CONSTRUCTION IS TESTED, CLEANED AND ACCEPTED. ALL CONSTRUCTION DEBRIS AND WATER SHALL BE REMOVED PRIOR TO OPENING THE SEAL, WITHOUT FLUSHING THE DEBRIS DOWNSTREAM. 4. GRAVITY SEWER PIPE MATERIAL SHALL BE AS SHOWN ON THE PLANS, WHICH WILL BE ONE OF THE FOLLOWING AND NOT NECESSARILY INTERCHANGEABLE: • POLYVINYL CHLORIDE (PVC) ASTM D-3034, SDR 35 (4" THROUGH 15°) OR ASTM F-679, SDR 35 (18" AND LARGER) • POLYVINYL CHLORIDE (PVC) AWWA C-900, DR-18 (4" THROUGH 12") OR AWWA C-905, DR-18 (14' THROUGH 36") • HIGH DENSITY POLYETHYLENE (HDPE) ASTM F-894, WITH GASKETED JOINTS • DUCTILE IRON ANSI A21.51/AWWA C-151, MINIMUM CLASS 52, EPDXY -LINED WITH PROTECTO 401 CERAMIC EPDXY 5. CRUSHED SURFACING TOP COURSE (A.K.A. 5/8" CRUSHED ROCK) SHALL BE USED FOR PIPE BEDDING FOR RIGID AND FLEXIBLE GRAVITY SEWER PIPE. THE MATERIAL SHALL BE PLACED UNDER THE PIPE TO A COMPACTED DEPTH OF 4° (FOR 27" AND SMALLER PIPE), AND TO A COMPACTED DEPTH OF 6" (FOR PIPE GREATER THAN 27°). THE MATERIAL BE PLACED 6° OVER THE TOP 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 THE FORMATION OF VOID SPACE AROUND THE PIPE. 6. ALL TRENCH BACKFILL SHALL BE COMPACTED TO 95% OF RELATIVE DENSITY, OR GREATER IF SO SHOWN ON THE PLANS OR OTHERWISE REQUIRED BY THE ROAD AGENCY HAVING JURISDICTION, FROM THE BOTTOM OF THE EXCAVATION TO THE SURFACE. DEVELOPER SHALL BE RESPONSIBLE FOR ALL COSTS INCURRED FOR COMPACTION TESTING. 7. MANHOLE FRAMES AND COVERS SHALL BE CAST IRON, WITH THE WORD "SEWER" CAST IN THE TOP, SHALL WEIGH 140 TO 150 POUNDS, AND SHALL HAVE A SINGLE 1-INCH LIFT HOLE FITTED WITH ONE 3/4" X 3" GALVANIZED CARRIAGE BOLT WITH BURRED END TO RETAIN THE NUT AND A FLAT WASHER TO ALLOW 1" BOLT TRAVEL. COVERS SHALL BE 25" IN DIAMETER. 8. CONCRETE COLLARS REINFORCED WITH WIRE MESH SHALL BE INSTALLED PER DISTRICT STANDARD PLAN WHERE SHOWN ON THE PLANS. 9. MANHOLE CHANNELS SHALL BE PRODUCED TO THE FULL DEPTH OF THE ASSOCIATED PIPE DIAMETER, AND TO A WIDTH NO LESS THAN THE OUTSIDE DIAMETER OF THE ASSOCIATED PIPE AND NO MORE THAN 1 /2 INCH IN EXCESS OF THE OUTSIDE DIAMETER OF THE ASSOCIATED PIPE. MANHOLE CHANNELS SHALL HAVE A SMOOTH FINISH. TO MINIMIZE TURBULENCE, SIDE CHANNELS FROM INLET PIPELINES SHALL BE CURVED TOWARD THE OUTLET PIPELINE TO PROVIDE A SMOOTH LAMINAR FLOW TRANSITION FROM ALL INLET PIPELINES TO THE OUTLET PIPELINE. CHANNEL MATERIAL SHALL BE A SHRINK -RESISTANT GROUT MIX, USING 6 SACKS PER CUBIC YARD PORTLAND CEMENT AND 7/8" GRADED AGGREGATE. FOR GRAVITY SEWER SYSTEMS 15" AND LARGER, GU MANHOLE LINER SYSTEMS BY GU MANHOLE LINER LTD., ALDERGROVE, B.C. SHALL BE UTILIZED FOR CHANNELS, FLOORS AND PIPELINE CONNECTION SYSTEMS FOR MANHOLES. 10. MANHOLE SHELVES SHALL HAVE A BROOM FINISH, AND BE SLOPED 1/2-INCH TO 1-INCH PER FOOT TOWARD THE CHANNEL. 11. PIPE ENDS OF ALL INLET AND OUTLET PIPELINES SHALL NOT EXTEND MORE THAN 2 INCHES INSIDE THE MANHOLE, AND ALL PENETRATIONS SHALL BE SMOOTHLY GROUTED AROUND THE PIPE WITH SHRINK -RESISTANT GROUT. 12. NO JOINTS FOR FLEXIBLE PIPE INLETS AND OUTLETS SHALL BE WITHIN 10 FEET OF THE MANHOLE, AND PIPELINES SHALL BE CONNECTED TO THE MANHOLE WITH PVC MANHOLE COLLARS. RUBBER BOOT COLLARS ARE PROHIBITED. 13. SIDE SEWER STUBS SHALL BE INSTALLED AT A GRADE OF AT LEAST 2%, AND THEIR TERMINI SHALL BE AT A DEPTH ADEQUATE TO SERVE THE INTENDED PROPERTY, CAPPED AND MARKED BY A WHITE 2X4 POST LABELED 'SANITARY SIDE SEWER." 14. TRENCH BACKFILL SHALL BE COMPACTED PRIOR TO TESTING SEWER MAIN PIPE, AND SIDE SEWER STUB(S) SHALL BE AIR TESTED AT THE SAME TIME AS THE SEWER MAIN. 15. MANHOLES SHALL CONFORM TO WSDOT/APWA STANDARD PLAN B-23A, TYPE 1 OR TYPE 2 WITH ECCENTRIC CONES, AND INCLUDE 1-INCH GALVANIZED DROP SAFETY STEPS OR POLYPROPYLENE SAFETY STEPS (LANE INTERNATIONAL CORP. PART NO, P-14938) AND AT LEAST ONE (1), AND NO MORE THAN FIVE (5), FOUR -INCH (4°) HIGH ADJUSTMENT RINGS BELOW THE FRAME AND COVER. ALL MANHOLE EXTERIOR SURFACES SHALL RECEIVE A PROTECTIVE COATING OF BITUMINOUS COAL TAR TO A MINIMUM THICKNESS OF 50 MILS, APPLIED AT THE FACTORY. WHERE NOTED ON THE PLANS, MANHOLE INTERIOR SURFACES SHALL RECEIVE A CORROSION PROTECTIVE EPDXY COATING OF: • POLYPRIME SS-100 (BY SPECIALTY PRODUCTS, INC. (LAKEWOOD, WA); 50 MILS MINIMUM THICKNESS) OR • RAVIN 405 (BY RLS SOLUTIONS INC. (OKLOHOMA); 100 MILS MINIMUM THICKNESS). ALL COATINGS SHALL BE APPLIED IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. ABBREVIATIONS ACP ASPHALT CONCRETE PAVEMENT LA LANDSCAPE APPROX APPROXIMATE LF LINEAL FEET ARCH ARCHITECTURAL MAX MAXIMUM ATB ASPHALT TREATED BASE MECH MECHANICAL CB CATCH BASIN MIN MINIMUM CEM PORTLAND CEMENT MJ MECHINICAL JOINT CL CLASS N NORTH CNG CASCADE NATRUAL GAS OC ON CENTER COB CITY OF BREMERTON OD OUTSIDE DIAMETER CONC CONCRETE POC POINT OF CONNECTION COORD COORDINATE PROP PROPOSED CSTC CRUSHED SURFACING TOP COURSE R RADIUS DEMO DEMOLITION REF REFERENCE DIA DIAMETER REM REMOVE DP DEPTH REQ REQUIRED E EAST RJ RESTRAINED JOINT ELEC ELECTRICAL S SOUTH ELEV ELEVATION SCH SCHEDULE EX, EXIST EXISTING SD STORM DRAIN FDC FIRE DEPARTMENT CONNECTION SPKLR FIRE SPRINKLER FF FINISH FLOOR SQ SQUARE FG FINISHED GRADE SS SANITARY SEWER FL FLANGE STRUCT STRUCTURAL GA GAUGE TYP TYPICAL GV GATE VALVE UNO UNLESS NOTED OTHERWISE HMA HOT MIX ASPHALT W WEST ID INSIDE DIAMETER WD WIDTH IE INVERT ELEVATION W/ WITH L LENGTH WA WATER LA LANDSCAPE EROSION/SEDIMENTATION CONTROL NOTES 1. APPROVAL OF THIS EROSION/SEDIMENTATION CONTROL (ESC) PLAN DOES NOT CONSTITUTE AN APPROVAL OF PERMANENT ROAD OR DRAINAGE DESIGN (I.E. SIZE AND LOCATION OF ROADS, PIPES, RESTRICTORS, CHANNELS, RETENTION FACILITIES, UTILITIES, ETC.). 2. THE IMPLEMENTATION OF THESE ESC PLANS AND THE DESIGN, CONSTRUCTION, MAINTENANCE, REPLACEMENT, AND UPGRADING OF THESE ESC FACILITIES IS THE RESPONSIBILITY OF THE CONTRACTOR UNTIL ALL CONSTRUCTION IS APPROVED. 3. THE BOUNDARIES OF THE CLEARING LIMITS SHOWN ON THIS PLAN SHALL BE CLEARLY FLAGGED IN THE FIELD PRIOR TO CONSTRUCTION. DURING THE CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE FLAGGED CLEARING LIMITS SHALL BE PERMITTED. THE FLAGGING SHALL BE MAINTAINED BY THE CONTRACTOR FOR THE DURATION OF CONSTRUCTION. 4. STABILIZED CONSTRUCTION ENTRANCES AND WASH PADS SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES MAY BE REQUIRED TO ENSURE THAT ALL PAVED AREAS ARE KEPT CLEAN AND TRACKING IN THE ROADWAY DOES NOT OCCUR FOR THE DURATION OF THE PROJECT. 5. THE ESC FACILITIES MUST BE CONSTRUCTED PRIOR TO OR IN CONJUNCTION WITH ALL CLEARING AND GRADING ACTIVITIES, AND IN SUCH A MANNER AS TO ENSURE THAT SEDIMENT LADEN WATER DOES NOT ENTER THE DRAINAGE SYSTEM, ADJACENT PROPERTIES, OR VIOLATE APPLICABLE WATER STANDARDS. 6. THE ESC FACILITIES SHOWN ON THIS PLAN ARE THE MINIMUM REQUIREMENTS FOR ANTICIPATED SITE CONDITIONS AND STABILIZED SOILS. DURING THE CONSTRUCTION PERIOD, THESE ESC FACILITIES SHALL BE UPGRADED AND/OR REVISED AS NEEDED FOR UNEXPECTED STORM EVENTS, AND MODIFIED TO ACCOUNT FOR CHANGING SITE CONDITIONS (E.G. ADDITIONAL COVER MEASURES, RELOCATION OF DITCHES AND SILT FENCES, PERIMETER PROTECTION, ETC.). 7. THE ESC FACILITIES SHALL BE INSPECTED DAILY BY THE CONTRACTOR AND MAINTAINED AS NECESSARY TO ENSURE THEIR CONTINUED PROPER FUNCTIONING. 8. ANY AREAS OF EXPOSED SOILS, INCLUDING ROADWAY EMBANKMENTS, THAT WILL NOT BE DISTURBED FOR SEVEN (7) DAYS DURING THE DRY SEASON OR TWO (2) DAYS DURING THE WET SEASON, SHALL BE IMMEDIATELY STABILIZED WITH APPROVED ESC COVER METHODS. 9. ANY AREA NEEDING ESC MEASURES, NOT REQUIRING IMMEDIATE ATTENTION, SHALL BE ADDRESSED WITHIN SEVEN (7) DAYS. 10. THE ESC FACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED A MINIMUM OF ONCE A MONTH OR WITHIN 24 HOURS FOLLOWING A STORM EVENT. 11. AT NO TIME SHALL MORE THAN ONE (1) FOOT OF SEDIMENT HE ALLOWED TO ACCUMULATE WITHIN A CATCH BASIN. ALL CATCH BASINS AND CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PAVING. THE CLEANING OPERATION SHALL NOT FLUSH SEDIMENT -LADEN WATER INTO THE DOWNSTREAM SYSTEM. 12. COVER MEASURES WILL BE APPLIED IN CONFORMANCE WITH APPENDIX D OF THE KCSWDM, AS MODIFIED BY THE PROJECT SPECIFICATIONS. 13. MANAGEMENT PRACTICES PROVIDING SIGNIFICANT TREE PROTECTION (PER FWRC) SHALL BE PROVIDED ON THE ESC PLANS. 14. WET SEASON SPECIAL PROVISIONS, AS DESCRIBED IN SECTION D.5.2 OF APPENDIX D, KCSWDM ARE IN EFFECT OCTOBER 1 THROUGH APRIL 30. PRIOR TO THE BEGINNING OF THE WET SEASON, ALL DISTURBED AREAS SHALL BE STABILIZED WITH COVER MEASURES. GRADING/IMPERVIOUS INFO 1. APPROXIMATE CUT AND FILL ARE 64000 CY AND 18000 CY, RESPECTIVELY. 2. EXISTING AND PROPOSED IMPERVIOUS SURFACE AREAS ARE 17.4 ACRES AND 17.9 ACRES, RESPECTIVELY SHEET INDEX SHEET NUMBER SHEEP NAME C1.0 CIVIL NOTES C2.0 CLEARING AND TREE PROTECTION KEY PLAN C2.11-C2.22 CLEARING AND TREE PROTECTION PLAN C3.0 UTILITY KEY PLAN C3.14-C3.44 UTILITY PLAN C4.0 GRADING AND PAVING KEY PLAN C4.11-C4.44 GRADING AND PAVING PLAN C4.45 POND SECTIONS C5.0 - C5.3 S 304TH ST PLAN AND PROFILE C6.0 - C6.1 S 308TH ST PLAN AND PROFILE SRG PARTNERSHIP, INC 110 UNION, SUITE 300 SEATTLE, WA 98101 206 973 1700 SRGPARTNERSHIP.COM PROCESS III Drawing Title CIVIL NOTES Revisions No. Description Date 1 Process III 6/13/2014 Response R,tzSu, Drawn by TG �Ajt7 Checked by � -,9 4) ME CI 7)- ZQj¢ Date Date 03/01/2014 Project No 212023 Consultant Project No 13003 sprinc,flinede s n Owner Project No Civil Engineering I Site Development I Transportation Drawing No 3131 Western Avenue, Suite 501 ph 206 957 8311 Seattle, WA 98121 fax 206 957 8313 C1 00 �- ... ..... .._......_.._...__-____...... DATUM VERTICAL DATUM: NGVD 29 HORIZ. DATUM: NAD 83/91 SEE SITE SURVEY FOR BENCHMARK AND ADDITIONAL INFORMATION. SRG PARTNERSHIP, INC 110 UNION, SUITE 300 SEATTLE, WA 98101 206 973 1700 SRGPARTNERSHIP.COM O O Is �y t� - 0 s ° CJ)>1 IL >1 N co 0) a ■a � � 3 M ILL PROCESS III Drawing Title CLEARING AND TREE PROTECTION KEY PLAN Revisions No. Description Date Drawn by TG Checked by ME Date 03/01 /2014 Project No 212023 Consultant Project No 13003 Owner Project No Drawing No CIO SSMm -;,560 RW-446.M :2, CONC FW C0411.R-ADDER �k . . ........ .... . . .... STCR 77?2 12.. CONC S IF-40.21 01.4c N F1 . �0'27 12 ADS r IE=441.53 ....... . ... .. .. ..... ---------- .. . .. . ...... ap WV . .......... 8* A' PER ',AuMAVON PLANS =E2; =a -,W MM-446,15 ADS W iE-443,55 ADS E. tE-443,55 FFWMAS 01i9000215 I I STCB 7716 MW M57, 12' ADS W IE 45807 IV (xIN- c tcl IRNI-1177 SSII''. 75 -ANN I 34"V/ LGER N y 300"LI 24 .... ...... 7 1sU ---r . ..... . ....... P, -RO AK N'3 t' -t- NK 'O� 'I'VTI,; r 1" - 4 1 0 "1 XS �MIT ',I'S OF HE ...... . ... . ....... .......... . . ....... . ............ T.1 -- - - --4—+ . ...... . . ....... . .......... . ........ .... ..... 7, ZxI Amu —L 02 N\' ,AD! DRAIN 4' m, E IE -I.ao L ^ONC 5 E SMS WOW R'W72-42. ?'A� W IF�441.52 MC a 'E-4402-, sw� DRAIN X D W COK N !E=4Q.48 'k It I 42.85 4' P%, SW f"471�4 T. 4C.71 4TO�If' 17' 4" P%C S W-440.49 �\' 11 t M �11'� 'S '5 if 4' PW E E-44:.74 41: 1) j_� 8' C S tC-43q.95 ii -XI ;tilt kwo W VERTICAL DATUM: NGVD 29 HORIZ. DATUM: NAD 83/91 SEE SITE SURVEY FOR BENCHMARK AND ADDITIONAL INFORMATION. LEGEND TREE PROTECTION CLEARING LIMITS AREA TO BE CLEARED/REDEVELOPED NOTES 1. SEE SHEET C1.0 FOR GENERAL NOTES. 2, SEE LA PLANS FOR ADDITIONAL TREE PROTECTION. KEY MAP SRG PARTNERSHIP, INC 110 UNION, SUITE 300 SEATTLE, INA 98101 206 973 1700 SRGPARTNERSHIP.COM O O v Ili � o _ � a .0 ca Us LAm V) LL. PROCESS Ill Drawing Title CLEARING AND TREE PROTECTION PLAN Revisions No. Description Date Drawn by TG Checked by ME Date 03/01/2014 Project No 212023 Consultant Project No 13003 Owner Project No Drawing No C2.1 1 I r N U ca 1 Z J U Q 1 ....mm..-"per.............. m .cuWH 7200 RIM— n.B0 3, vLz; N CENTER WANNi.1.«.M.29 MATCH LINE - SEE SHEET C2.22 ry i 2"` S:itaa 7E}?.y R#h?+m4F3�.94 ,s ENiER C'kEANNEt=4:5,48 CENTER s.AsER Sc W .1=. :....._.._ T CABINET E—L� �2'rF STCB ssae RIM=' s."2 2C 28"c EX. ROW LINE (TYP) Ff DATUM VERTICAL DATUM: NGVD 29 HORIZ. DATUM: NAD 83/91 SEE SITE SURVEY FOR BENCHMARK AND ADDITIONAL INFORMATION. LEGEND TREE PROTECTION CLEARING LIMITS AREA TO BE CLEARED/REDEVELOPED NOTES 1. SEE SHEET C1.0 FOR GENERAL NOTES. 2. SEE LA PLANS FOR ADDITIONAL TREE PROTECTION. KEY MAP SRG PARTNERSHIP, INC 110 UNION, SUITE 300 SEATTLE, WA 98101 206 973 1700 SRGPARTNERSHIP.COM O O s v y O s ° s ■� y M H � > a t0 L W M W PROCESS III Drawing Title CLEARING AND TREE PROTECTION PLAN Revisions No. Description Date Drawn by TG Checked by ME Date 03/01/2014 Project No 212023 Consultant Project No 13003 Owner Project No Drawing No C2m12 .. . .... . ..... ..... I' Wr RN ........ .... .. . . .......... . ....... . . . ....... . . .... . ..... S- '639� RW�4315.91 SE -ADDER S TIM W .TM 1470 W-An-0 -W LrP S E-426.18 ILI "I' m rz-427.05 te PVC W 1E--,6.I0-' W -a CAP sarW 31 -LZ' 1111� �-Jm mmmmp�l ir ....... . .... ------ f . ..... .... . ....... L - - ---- ----- --4 I d LU L A Mir .. ....... . ............ ..... -------------- if Cz 0 r) . . .... . .... . . ..... T� :151; I 'PP ME DDEP E CON 9097 RW-481.<2 PVC E iE-41,0.39 r//mANDSTAND ........... 0 SLOT GRAIN TCB 91194 R111-01.27 13' rPP E iE---45&84, f. fli I 0 [1 cy 0 0 T D lc) f I '-J ...... - ------- m m It. SAND Ji . ....... . if ....... . . ...... . ...... ...... . j! !;'2.t M" .... . .... . .... ... . ....... -4411" . . ........ . ...... 7L DR-N ...... . ..... . A - SLOT DRA/ ST-- 30123 PJL-44Z&7 - PVC NW IE-441.94 POLE 4' PVC IE-44OL'6 VAU 'V 4- PVC EM JE-441.89 XLT 6' COK W E-440.69� 4 x P 6* 0ONC S IE-4" SM8 30.121 RIM-442.67 r FVC E ff-44i ?4 12' CPP E €,--430.96 PVC E-W-SE P-W' ii—�4;' 12-P Z* CONC N 'E-30,74 C04TER CW.NNE; cr-- ". W IE=4,30.93 E, W—K51A. STCB 14,32 RIM-434.33 6, FI.Ex S 12' CAP E IE-437.55 12' CRP W €E=434.42 C PVC S Cq Cq C14 PLANT ER ;yii ER-STROOP CAM -EPA VABE BOX z- 1 1 214 .1 6,452 �61 IrM 111 '44 ... ..... - - ------ - - - ----- C0 "T Vv N 77- ?F-4� FFm458.5'1 A 1 1211 CON 1�1 N CAR' HEAR6RANGINQ FROM 3503 J STCB '-M RU=446,48 a' —Ale S EE-40.63 2' CONC IE E =44- OL60 12" CONC W F-440.51I S-M2 685 R 12^ CONC F 12" coNc S '2" cmc W SSMH 6W,, 8' CEM7'q CHM DATUM VERTICAL DATUM: NGVD 29 HORIZ. DATUM: NAD 83/91 SEE SITE SURVEY FOR BENCHMARK AND ADDITIONAL INFORMATION. LEGEND . . . . TREE PROTECTION CLEARING LIMITS AREA TO BE CLEAR ED/REDEVELOPED NOTES 1. SEE SHEET C1.0 FOR GENERAL NOTES. 2. SEE LA PLANS FOR ADDITIONAL TREE PROTECTION. KEY MAP SRG PARTNERSHIP, INC 110 UNION, SUITE 300 SEATTLE, WA 98101 206 973 1700 SRGPARTNERSHIP.COM O O mc v y O mc C C >1 A CL >1 > LN C 0 "U0. L6 um PROCESS Ill Drawing Title CLEARING AND TREE PROTECTION PLAN Revisions No. Description Date Drawn by TG Checked by ME Date 03/01/2014 Project No 212023 Consultant Project No 13003 Owner Project No Drawing No C2.21 MATCH LINE - SEE SHEET C2A2 1.0 CONC S 1E--454.02 UNABLE TO TELL WERE ?4 PIPE GGES I V IP N (E-47?S5 3<"�dP 5 t2 R! t t 1` jt t i �. rA :�0'PtPx f t t� £ f } t ft {{{ j, if rift t i t i r } t r {t to { S 1 } , i F { d( f t t t i t TC$ J. �lM.�4, } t A i TUR:+i -✓ } e, �I , jti y IM ? f } { 1 P r If �� r , -SEX. POW/PROPERTY ;l� (TYP�/ ✓ ; r 'f r; ` ! i t av {i ` R€CSr'.iTfi'Jf'-ctdi?iY i qC No.I8GG7r2<400e36It 21m 12" iP K €E�-77.G7 S'€ H 3t;i?C RI'rdsa7:i.$8 SAW aM9 FMl 4:-,i4 B' ?WPE -I-S CENTER CHAMT-46i.i9 LADDER WP";.vH S SIM11 M62 REM=474.28 12" IP E iEmLM38 t r } 1'�' IP S IE-470.3$ IP `{{S- 8US SHELTER. �`x aENe1} q' ` tTRA.<_>i CA' iE i t { 1 STUH 8742 P.IM=472M /j 92' fP NW IE-4SEL,$ } 12` !P N fE==468.84 S EE-466.8`1 i' 12, €P E. IE-4E9.'<.9 STC8 $743 RIM-72.45 \ 12" IP W EE-469.59 STMH 87454E-" RiM=47244 .2' IP 464.94 IE.-464.9= N !Em464.34 ,/ f`� f LADQER SE SSW 6740 RIM=472M 8` PIPE N-S-E 6L,ITER CIIANNE:L-462.75 LADDER W R.0i9 S STC€i 8788 RI5i:47t,82 92` €P N IE-465.89 12" €P S IE-466-0- DATUM VERTICAL DATUM: NGVD 29 HORIZ. DATUM: NAD 83/91 SEE SITE SURVEY FOR BENCHMARK AND ADDITIONAL INFORMATION. LEGEND TREE PROTECTION CLEARING LIMITS AREA TO BE CLEARED/REDEVELOPED NOTES 1. SEE SHEET C1.0 FOR GENERAL NOTES. 2. SEE LA PLANS FOR ADDITIONAL TREE PROTECTION. KEY MAP SRG PARTNERSHIP, INC 110 UNION, SUITE 300 SEATTLE, WA 98101 206 973 1700 SRGPARTNERSHIP.COM PROCESS III Drawing Title CLEARING AND TREE PROTECTION PLAN Revisions No. Description Date Drawn by TG Checked by ME Date 03/01 /2014 Project No 212023 Consultant Project No 13003 Owner Project No Drawing No C2m22 SCALE: 1 :1 VERTICAL DATUM: NGVD 29 HORIZ. DATUM: NAD 83/91 SEE SITE SURVEY FOR BENCHMARK AND ADDITIONAL INFORMATION. ine M springldesign Civil Engineering I Site Development I Transportation SRG PARTNERSHIP, INC 110 UNION, SUITE 300 SEATTLE, WA 98101 206 973 1700 SRGPARTNERSHIP.COM O O MC 0 MC 0 MC U ®® th U CL � O ® Ito CID � �a Q r L L6 Lim M 1L. PROCESS III Drawing Title UTILITY KEY PLAN Revisions No. Description Date ERRj G S of WAS C�r� 4• oCID 30714 I STER��„ Drawn by TG Checked by ME Date 03/01 /2014 Project No 212023 Consultant Project No 13003 Owner Project No Drawing No 3131 Western Avenue, Suite 501 ph 206 957 8311 Seattle, WA 98121 fax 206 957 8313 C10 ,SW 70152 RIM..=490'.51 CONC ,, " E"NIC E......Nf:......c;N.....c, ,.:..N.j..IF. R CHANNi-.I..= 4.75,,77 8" CONC E IE=485,91 LAD-D)ER IN 12" CONC E=- 4-88, 86 r _ SIGN Ai L l.. .... 2 — 1- ; \ r .......... _ ... .... _ ... .._ / r ...._ _.. -'y 6—_ ....W._ ....,.__.... SEE SHEETS C. ° 05.3 , _ _ ......._ _ ....._ ....._._ ,... ....... _.....__... _ _,....._.. ..... ..... _ .......-._.........._._....._.. �...._ ...._ � ..... _�_........_ FOR S. 304THr ST ROW _........ / IMPROVEMENTS .... _ ..__._ .._ ...:: _....._ ... _ .... .1 i �u 3 (S 30 TH STREET ,,.. �- �SE�t) T��` 0 � 1 TT'fi�P) \... SOU Oi# ..I` m, . L 4 _ Sl , d � 'i TH — �. E __,_...... _ -... - _..__.....-�F n _ ___.. _L ... �.....EX.OW INETY W._. L _ GU 3 V' , 9) I r 2` �.2X1.00 i, 00 i� } `0 t 0 ;. E: PIPE !OUTLET � E . } + i 2B } E S ALE i # `Y� AINAGE I (TYP) , 1 i x4 I A I I I } '•j E x 12 _ t f E CONN CT `f , ,FI,� i i # � DIRAt�E SYSTEM I# Rl F�ILD;.ONS ' F 1 I BIORETENTION Rtk WITH 'PNDERDRAIN t ' # _�.... _\P--S _ fal- I �r _.._ - - - —if — —#iEER 371 _._._. f i 3 _____ .__•.; _.... ,— STit�}�1`8.c�2 E,�i-4S4 64 _. __� ^ ti i...�.. W� E- UNKNOWN ORE"is — ! t f NUIIN .. 111111 WT _ > AL O PARK _ pp / (tl 1I i 21 M_ 1 Fi E EL c r ELECTRICAL j 18 WI T>sC BOX / %`F- 481 I ' i # , / I ftA. K i , , F F= 48 4.3 ► = � I d ! EF F /�z/z' / . /—Z/—/ , - z ic E� 6"AP 11 1 6'AP ....! 6', FF--485.3. ,l 1 "CGNDUI LGLI y Erg �F i O" PARKING t MATCH LINE - SEE SHEET 03.24 SSMH 705 RIM=489.94 j t / 8" CONC `SW--N .... fit CENTER �� 6" CONC E Eli �..� CENTIWR C1-IANNEL=4-6,48 _,E1� 19 — S' OP v + 3 k a^ 7 l i l # _1� 11 T� IRN / =— — OP — �.._�1.jj CABINEA %!, STCB 66;9 REM=488.72 S . CE::f l ( „_..:... _._ it '}IE� %r�,12" CONC E IE=486,92 28 _... I �I I �4 c✓ j / f �• I � � ij, ! f I ! I I� '� W II C # 7 d a W I I %I I SSM-H 7052 AND 100v73 't:.A" J0N-NEC'T AS SHOWN 21 M } it 2,4 S:0 AHEAD ! ! EX. ROW _._ ----- . _...__..__ O TYP LINE i ( ) I tf�J/1' " t �� .I I � (i• � 1 i i i l # 1! [ I DATUM VERTICAL DATUM: NGVD 29 HORIZ. DATUM: NAD 83/91 SEE SITE SURVEY FOR BENCHMARK AND ADDITIONAL INFORMATION. LEGEND AREA DRAIN CB TYPE-1 CB TYPE-2 (48" DIA UNO) 0—MANHOLE (48" DIA. UNO) — " — — 11 6 STORM DRAIN — — — STORM DRAIN SERVICE — — — — SANITARY SEWER SERVICE — • • — • • — WATER SERVICE MAIN / WATERFIRE SERVICE --(R%; PIPE END W/RIPRAP PAD DOWNSPOUT CONNECTION NOTES 1. SEE SHEET C1.0 FOR GENERAL NOTES. 2. ALL STORM DRAIN PIPE SHALL BE DUAL WALL CORRUGATED PE PIPE, OR PVC, SDR 35 WITH GASKETED JOINTS, U.N.O 3. ALL WATER PIPING SHALL BE DI CL. 52 U.N.O. 4. PROVIDE CONCRETE BLOCKING AT ALL WATER MAIN HORIZONTAL BENDS. 5. PROVIDE WATER VALVES AT ALL CONNECTIONS TO EXISTING MAINS, AND AT ALL HYDRANT LATERALS. 6. BIORETENTION AREAS SHALL HAVE 18" THICKNESS OF BIORETENTION SOIL. KEY MAP SRG PARTNERSHIP, INC 110 UNION, SUITE 300 SEATTLE, WA 98101 206 973 1700 SRGPARTNERSHIP.COM O O s v y O s O s cr) I1111111, >1 CL >1 � o o � a � > ■a L■ � s to c�a 3 O M d W6 PROCESS III Drawing Title UTILITY PLAN Revisions No. Description Date Drawn by TG Checked by ME Date 03/01 /2014 Project No 212023 Consultant Project No 13003 Owner Project No Drawing No C114 i \ t, f x I ■ .w - D t. GOODNO ! r O 91 9000220 x ..._ � { �/t� ■ .. . 3 j/ , . r, I Ix N s I F?GUERAS f• � „- w ` �'1 EX. PROPERTY x-Ar— 'fi?fiGNgUK r I ram' LINE (TYP) i It fPIPE OUTLET — ---_ .........._h ... N _........ ....._04 cri._._ , ■ ITJ D— CIP ■ x - / - 39. =439 71'NX I if . STW.' 8049 f h� =442. W NOBLE t>: OONC rf IE= 436. C9'90002"iJ -1Y CiyNfo i 4.;6. 9I W ,/ / \ co kkf i I .Z i t IJ X , IF i 4 i X 4 � ■ I � i x i ,i / ■ l I }y ASSEY � E \ 1 091900 il 2iJ ' r t t f j DETENTION ' POND / I ( MAX W.S. 439.0 ` I I BOTTOM 430.5 i ■ _........... x . i ti t`i �" / ■ x{f I III t t (i I l / STADIUM SD PIPE ■ DROHMAN ■ E ` i 77/7 90.n Y,2 ONNECT TO X. STADIUM ■ z f ! Tt 1 10" SD I zr / "SOUTH flo II ■ _.._.._._.■_._._._._._._._._._._._■.._.J.. .�.�..:_G.�. MATCH LINE - SEE SHEET C3.31 Ad N 20 0 20 SCALE: 1 " = 20' DATUM VERTICAL DATUM: NGVD 29 HORIZ. DATUM: NAD 83/91 SEE SITE SURVEY FOR BENCHMARK AND ADDITIONAL INFORMATION. LEGEND AREA DRAIN CB TYPE-1 CB TYPE-2 (48" DIA UNO) MANHOLE (48" DIA. UNO) — — — 6" STORM DRAIN — — — STORM DRAIN SERVICE — — — — SANITARY SEWER SERVICE — — — WATER SERVICE WATER MAIN/FIRE SERVICE —{ PIPE END W/RIPRAP PAD O� DOWNSPOUT CONNECTION NOTES 1. SEE SHEET C1.0 FOR GENERAL NOTES. 2. ALL STORM DRAIN PIPE SHALL BE DUAL WALL CORRUGATED PE PIPE, OR PVC, SDR 35 WITH GASKETED JOINTS, U.N.O 3. ALL WATER PIPING SHALL BE DI CL. 52 U.N.O. 4. PROVIDE CONCRETE BLOCKING AT ALL WATER MAIN HORIZONTAL BENDS. 5. PROVIDE WATER VALVES AT ALL CONNECTIONS TO EXISTING MAINS, AND AT ALL HYDRANT LATERALS. 6. BIORETENTION AREAS SHALL HAVE 18" THICKNESS OF BIORETENTION SOIL. KEY MAP springline design Civil Engineering I Site Development I Transportation SRG PARTNERSHIP, INC 110 UNION, SUITE 300 SEATTLE, WA 98101 206 973 1700 SRGPARTNERSHIP.COM O O s v y 0 .0 O C cr) >1 CL M H W � > r L M d LE PROCESS III Drawing Title UTILITY PLAN Revisions No. Description Date Drawn by TG Checked by ME Date 03/01/2014 Project No 212023 Consultant Project No 13003 Owner Project No Drawing No 3131 Western Avenue, Suite 501 ph 206 957 8311 Seattle, WA 98121 fax 206 957 8313 C121 3"C ■�•, � ill l �j / \ -..\, I E .i � i \ , /, �� f�( ■ DEBRIS t ' € i `) t E t ' �1 ' ! i ■ � / fir...... � � , ' /' i r„,-- = ;{( i � t f I � ! � t��,z' J ■ y � �i i / •,� � / /'f // i \ �� i r ;`��.;�*` #rj ' j 1 i I � I � it (t � '� � ` ■ Z � \i /' � w Ott �rjft I f � j � i t i I € j ( ' fi. t ■ GRAVEL / 4xr` I SET NE 7 000 ■ r „r "" i 000 /rr// i i J ,'rr - j i I ' i 1 '; f ■ < v ♦ ' / l@ii k I It j i I f r ' f 1'\...— is 1100 �. �.W [ Loo_ BORDER <.' Iroo, `~i,tj WOOD F'�:. _.%i ■ r i �j— SC'OREBOA�D l j (EDOE S .�... \ 0' CHAIN X i s.l?LKY 1 I _. _ __ .a i I\ _.PIPE OTJ`f'LET ;,. Vi 000 03 X N CONNECT TO EX. STADIUM ` N � CAST / SLOT DRAIN 10 SD TO _% C U ■ I S"'113 30082 RII;r`:._ «42.68 E t \ \ \ \ ■... _.. � 70 �BI EN0 , E r 18L RAIN Cac I- JA� ` \ S STCS —30083 MM=442.72 € \ Im U I �I C W IE=441.52 %Vi<RGCB, Z �_ t 6 CONC S IF=4.2? st SLOT DRAIN \\`\ �,�1 \W/,�GfEH IVE `.GRATE I W Wi r� ) (n \M S E ,B 30075 iC[1VE=4. 12.89 6" CONC N IE--440.48 TCB 3 RIM—�f2.86 '" P'JL J�i`Y' I E= 441, I /t .`.'v...f — , t �� 1 i E k kt V j + LYC SE IE-44'I,7': li 1 •-A � i , , i 4" F'F�C :� IE.. <..C1.4:% 4" _ - 05 t�\� ;� � ` \_ : \ `t t' ,i 3 : • G v € ; I fj 4" PVC E IE=441.74 I 4 '!� Vk' !E=441.8D II.=439,95 . ; f l stt �i l t t � � 1 , ■ X SLOT DRAIN - 1 ► \ 1 \�� ._ ! ! k 1 i ■ J �`� .. ��'' —� I k l l ■ .... r _-- __- ' _. . I. — I— -... . — ..-.. — _ ._..... 1_... I E' i It ? C 1-71 !— _ _ I. , t I — — G--- I i i t 3- I I f � � �".. I E I _ \•,. \ .E, t f -� it ! _ (? ( 3-----...... ._�._.._..(i \ � 1 I� j ! ! i _ 7 � ! ! I I � II f� �� ?j I I k f � E � 3 =■ j _— ......__ �...... _ T, - ----------- -------- � I . . ...... . ■ I t I � ! [_ii 0 ! ( j � I ■ ^ ■ J` x t I i 3 E i ! ! I (! .i T4'..;......------..�!! I€ t ` I E E 7 E ■ i I ....._ ....... + — �..... _ — ......__. _ ..—._............ I = xI! CD I E I [ I 1 : ■ �j E 1— — , iiii J 01 I L ■ \\ ;• �I LLI i � � — ( ! I `> .O I DRAIN IIIN _ { . .. __ ............. _ ....._ iI a Zy x 1 I € .... _.... ■ / € � t e € i € €: .... � � E ! �.... XIS f � � �r,f � f € � � ■ _ - (! ` ! ....... r j � € / v :Vi FEE E E !+ ............... . € : C 7� I Ci E -4 ■ i X I I — CB 9,108 RIM.=46i.2J i I , ..0 i 1 E ! I 4" :PvC E v F ■ ! r SI...OT D RAI — i ! t I � �� {i ■ ' ; Ek , 20 0 20 SCALE: 1 " = 20' DATUM VERTICAL DATUM: NGVD 29 HORIZ. DATUM: NAD 83/91 SEE SITE SURVEY FOR BENCHMARK AND ADDITIONAL INFORMATION. LEGEND OO AREA DRAIN `--- kCB TYPE-1 l CB TYPE-2 (48" DIA UNO) '% MANHOLE (48" DIA. UNO) — — — 6" STORM DRAIN — — — STORM DRAIN SERVICE — — — — SANITARY SEWER SERVICE — — — WATER SERVICE WATER MAIN/FIRE SERVICE PIPE END W/RIPRAP PAD DOWNSPOUT CONNECTION NOTES 1. SEE SHEET C1.0 FOR GENERAL NOTES. 2. ALL STORM DRAIN PIPE SHALL BE DUAL WALL CORRUGATED PE PIPE, OR PVC, SDR 35 WITH GASKETED JOINTS, U.N.O 3. ALL WATER PIPING SHALL BE DI CL. 52 U.N.O. 4. PROVIDE CONCRETE BLOCKING AT ALL WATER MAIN HORIZONTAL BENDS. 5. PROVIDE WATER VALVES AT ALL CONNECTIONS TO EXISTING MAINS, AND AT ALL HYDRANT LATERALS. 6. BIORETENTION AREAS SHALL HAVE 18" THICKNESS OF BIORETENTION SOIL. KEY MAP springline design Civil Engineering I Site Development I Transportation SRG PARTNERSHIP, INC 110 UNION, SUITE 300 SEATTLE, WA 98101 206 973 1700 SRGPARTNERSHIP.COM I_ O O s v y 0 s° ■� W th CD y C 0) 0)& — a3 a ,CA W cc r r � LM L6 PROCESS III Drawing Title UTILITY PLAN Revisions No. Description Date Drawn by TG Checked by ME Date 03/01/2014 Project No 212023 Consultant Project No 13003 Owner Project No Drawing No C122 Mj ."V E~, a3 3131 Western Avenue, Suite 501 ph 206 957 8311 Seattle, WA 98121 fax 206 957 8313 J r�€ of s —r� Sf) l.x r V) c� a) E 0 :v ) (N 't.x.. ■ 65" CPP N1E=457.17 6" 1-)i.; S lE--457.15 I i CONNECT TO ,I NOT I • � }, X � imi... t N-- w.. x ■ 1 1 } } f I X I ( ( E <( I I • { e f x 3 �' I ■ 6" (:;PP N IF. e.9 ' 11 1 � 11~I it i t 1 i �`___....-......__..._._.V... �' f ' I i f � l f i � t I l k 4 ``'• f i. 04 if C-i ' I I ! :} Cl)_'' , #}r"^II I F � E W■ ,f`: 3 �` i �C.vl_f_iT� �Br—�C.}\ t i l } I I t ! -fy b ! 17 �`' i'>< A : ! , i t` ! 2■ j I � 1!x I s � I 1 i I � 1 � ! t i 1 t PL QCi\E I 4 �11 � 3 I I II F I I I ■ : i , !ik I I ? ! I{ F I C1_ ■ I i } - 4 k � Illt 1 E i k t k , a 9',! ! 3b",�JA JJ ■ 1i �, _.........__..�..._............... 1 �.. ' ; if 'of � rf � r ( I `t ! } j •i �, �`� ' s j { � E+v0�0,�-; i I / } I� r 1 S �� 1 - t t E p y ti I: : r- :!TC€3 5 R' M A C 5 f� E ° 51✓ II / JOLiO IL I \ MATCH LINE - SEE SHEET C3.33 L0� 0 oil= E N / ,k i i nn: 20 0 20 SCALE: 1" = 20' DATUM VERTICAL DATUM: NGVD 29 HORIZ. DATUM: NAD 83/91 SEE SITE SURVEY FOR BENCHMARK AND ADDITIONAL INFORMATION. LEGEND O AREA DRAIN CB TYPE-1 CB TYPE-2 (48" DIA UNO) MANHOLE (48" DIA. UNO) — — — 6" STORM DRAIN — — — STORM DRAIN SERVICE — — — — SANITARY SEWER SERVICE — — — WATER SERVICE WATER MAIN/FIRE SERVICE PIPE END W/RIPRAP PAD DOWNSPOUT CONNECTION NOTES 1. SEE SHEET C1.0 FOR GENERAL NOTES. 2. ALL STORM DRAIN PIPE SHALL BE DUAL WALL CORRUGATED PE PIPE, OR PVC, SDR 35 WITH GASKETED JOINTS, U.N.O 3. ALL WATER PIPING SHALL BE DI CL. 52 U.N.O. 4. PROVIDE CONCRETE BLOCKING AT ALL WATER MAIN HORIZONTAL BENDS. 5. PROVIDE WATER VALVES AT ALL CONNECTIONS TO EXISTING MAINS, AND AT ALL HYDRANT LATERALS. 6. BIORETENTION AREAS SHALL HAVE 18" THICKNESS OF BIORETENTION SOIL. KEY MAP springline design Civil Engineering I Site Development I Transportation 3131 Western Avenue, Suite 501 ph 206 957 8311 Seattle, WA 98121 fax 206 957 8313 SRG PARTNERSHIP, INC 110 UNION, SUITE 300 SEATTLE, WA 98101 206 973 1700 SRGPARTNERSHIP.COM O O MC U y W O MC O s 0)0 v 0^ >1 N W � w y co � r r � L L6 � O M W 1 PROCESS III Drawing Title UTILITY PLAN Revisions No. Description Date Drawn by TG Checked by ME Date 03/01/2014 Project No 212023 Consultant Project No 13003 Owner Project No Drawing No C123 0 CV) ■ C'7 1 U■ I W 1 U) ■ i MATCH LINE - SEE SHEET C3.14 MATCH LINE - SEE SHEET C3.34 ■�■■rr�■�■�*R■i■®■e■—■�■■�—ram■®■—■®■®r® ■■■■■�■�■�■■■■�■�r ■ram■ LOCATION -='OF PASN PER 1989 PLANS. DID P.=OT FIND. I f i i` rr' `t y_ f f{i. I f r r 3 V // t J i N !V=477 01 P S F --47, 01" ft ` IV, .J f t{j t f Gs m r= f i}}l{{.(�jf 2"P:9 (1+ 11,1 AI/° ft i iIf f Irrrr {t{j f{{{ tt r tt + I { 1 i Itr tt: f 1 itlt t t�t f fj rjt j' F { `t r Jr ft tjJ Jt { �f{ 1 rfr 1 {'{ _' !tf rr j; / L•J, +tit 7 fit f {{ {, ff r If { 3 11jtt 7t{ •r ftf 1� t � 7 1 t t{r ,r + r WEE" iii- f f t ®ATU M VERTICAL DATUM: NGVD 29 HORIZ. DATUM: NAD 83/91 SEE SITE SURVEY FOR BENCHMARK AND ADDITIONAL INFORMATION. LEGEND OO AREA DRAIN CB TYPE-1 CB TYPE-2 (48" DIA UNO) MANHOLE (48" DIA. UNO) • - - 6" STORM DRAIN STORM DRAIN SERVICE - - - - SANITARY SEWER SERVICE - • • - - WATER SERVICE WATER MAIN/FIRE SERVICE -� PIPE END W/RIPRAP PAD DOWNSPOUT CONNECTION NOTES 1. SEE SHEET C1.0 FOR GENERAL NOTES. 2. ALL STORM DRAIN PIPE SHALL BE DUAL WALL CORRUGATED PE PIPE, OR PVC, SDR 35 WITH GASKETED JOINTS, U.N.O 3. ALL WATER PIPING SHALL BE DI CL. 52 U.N.O. 4. PROVIDE CONCRETE BLOCKING AT ALL WATER MAIN HORIZONTAL BENDS. 5. PROVIDE WATER VALVES AT ALL CONNECTIONS TO EXISTING MAINS, AND AT ALL HYDRANT LATERALS. 6. BIORETENTION AREAS SHALL HAVE 18" THICKNESS OF BIORETENTION SOIL. KEY MAP SRG PARTNERSHIP, INC 110 UNION, SUITE 300 SEATTLE, WA 98101 206 973 1700 SRGPARTNERSHIP.COM 0 0 mc mc 0 s 0)v ®_ U) U ■■Q a M O � N o o0 � > cfl 3: r L U U m U. PROCESS Ill Drawing Title UTILITY PLAN Revisions No. Description Date Drawn by TG Checked by ME Date 03/01 /2014 Project No 212023 Consultant Project No 13003 Owner Project No Drawing No C124 P MATCH LINE - SEE SHEET C3.21 _. _. _..•_. _. _. _. _. _. _. _. _. _. _. _. �. _ 1_. _.�. . _. _. _ ... R G) �; i IX I € I .............. . ............ . ........... . .. . ........ . . ...... ..... . ....... . . . . ........ 1 SE::RM S ()9 i 90€01M 95 x I II � x x � I I _._ _ ._...._.... _ ......... _--_ ; EX. PROPERTY LINE (TYP) i I x \ \ I<1 Pi 09`9000)1910 x� I III I x _._.._.. - ...... _ .___...... _ IX ' € I i I7L i 091900018. x ] I - 20> F I � X I I M E t t j(X 7 't 13` ' 1 1 PUENTES X 09191100180 I x 1 f ?4 1 � 7 , 3 ( . f / r : PIPE INLET X 1!r I If I€+ Lm�m COOK091900L1l- I MATCH LINE - SEE SHEET C3.41 A. A_N , ! I � i 1 I I y � 1 ;s-r NLD ----� I PP R t I I El; E: J 1'R11CAi... .._I.. CAF3INf F LE B I...I., .-,........ i i � I ly Ad N 20 0 20 SCALE: 1 " = 20' DATUM VERTICAL DATUM: NGVD 29 HORIZ. DATUM: NAD 83/91 SEE SITE SURVEY FOR BENCHMARK AND ADDITIONAL INFORMATION. LEGEND a AREA DRAIN ill CB TYPE-1 CB TYPE-2 (48" DIA UNO) J� MANHOLE (48" DIA. UNO) — ' — - 6" STORM DRAIN — — — STORM DRAIN SERVICE — — — — SANITARY SEWER SERVICE — • • — • — WATER SERVICE -'- WATER MAIN/FIRE SERVICE r_ PIPE END W/RIPRAP PAD DOWNSPOUT CONNECTION �X,-.....-v= : fW ...... _..... yA4i _...... ._ :.X X .._.__ X ..... I \ j t i €f t � t 1 I i f ; i T1 ( I II ( W __-.../i�1777, ;I I FP=443.32 , / T, � 1 � l r (t I f _ j III •� I j\ I . I ' I I •Ii 3 1 I••� I I `-x. 1 i z I NOTES 1. SEE SHEET C1.0 FOR GENERAL NOTES. 2. ALL STORM DRAIN PIPE SHALL BE DUAL WALL CORRUGATED PE PIPE, OR PVC, SDR 35 WITH GASKETED JOINTS, U.N.O 3. ALL WATER PIPING SHALL BE DI CL. 52 U.N.O. 4. PROVIDE CONCRETE BLOCKING AT ALL WATER MAIN HORIZONTAL BENDS. 5. PROVIDE WATER VALVES AT ALL CONNECTIONS TO EXISTING MAINS, AND AT ALL HYDRANT LATERALS. 6. BIORETENTION AREAS SHALL HAVE 18" THICKNESS OF BIORETENTION SOIL. KEY MAP springline design Civil Engineering I Site Development I Transportation SRG PARTNERSHIP, INC 110 UNION, SUITE 300 SEATTLE, WA 98101 206 973 1700 SRGPARTNERSHIP.COM O O s v H C4 z MC MC C)o CIM 0*1% o IIIIIIIIIIII� 0 en o �' � _ a a O M � LL PROCESS III Drawing Title UTILITY PLAN Revisions No. Description Date Drawn by TG Checked by ME Date 03/01 /2014 Project No 212023 Consultant Project No 13003 Owner Project No Drawing No 3131 Western Avenue, Suite 501 ph 206 957 8311 Seattle, WA 98121 fax 206 957 8313 C131 r MATCH LINE - SEE SHEET C3.23 ILI c r r ■ \ _.._ �...�f�li `f�tiF�,t_...G.�l..�.l.�l..�.�,�./_..L.'J '• \. "-� .%fJ r Bt / u i _ FIRE HYDRANT... y r it s `\ BIBI ETENT101�A'R�_. _ WITH UND R j -ASSET } f - :AL f �1 38 6 RIM.. <i6E .z 1 E "DRAIN �fzY \ CPP ! C= 16' €?lM=16, 12" CP E 46,;.4� - ., w 4._ I _.. _ _. ■ ® #.,.._...__.._.__.._...__..,...�,_........_,_...._.._.....____.....�........._,._......�.........._...._ E �, ,� i..%�P �vt iE n.� .....�i7 ' - „. ,�''— _ ye ``w�\`k . 1 , E j t_......._.._..._._........_,_.._-...,.., S ... ...... __...-.....__._............:._j i�......__........_......_.............,._.... ,.,,.,� \ \ ......_.......__ j .,t';€ 1 # t \ : ...._'___. _.,_......._____....-._.._...,-._....-....__a .., .� � � i` ,r- LA , i ... 8 DI WATER I _ _ - : ,-::�....: W-. _........ _. _ _._..... _ _ ..._. I _. =',` _. MAIN l /,�... �{ _ TlT�lT/~ ;t E; - ` �l � �68.84 I , CONDU T .� .� : E _... _ �t x is , _......._ ......... \ ....... ........_ > ♦ ♦ _._ _.. - E : ' _ ...._. ..............__.t _ 2" IP I ♦ I TRIM— 62.?� _. __..._—...__ �� GRATE , �_._ _ i2"F} P I!E=457.86 \ __... ......—...__ ...__ ... 4 /" ..._ \ _.. _.....i___ \ , , 12 { F _. _..._ _...._.__..._ _. _.. _ _....___._.. ...........__-. / I / t �...._. _.... I R ENTRY _.__....__-__....._...�............ [ 1 \ Ii ... `5if , I , .... .—........ ._. �... .. .........�.. ..._,..._....._._.._.._..__..._.._....._._._._,..... I .... ...... # / :,i f !-''7T�✓ , ■ _ »- ; III! ql ` Ij v i \ f / F- / \ I t, STUB 3563 RIN1=46 _ -- -�.. `' HYDRA _......_� _ .._. o` CON L� , C^...._ _.. FIRE ; � v .4 ASSEMBLYV -� -- - - : / � w Iu€ ° _ ...:........— } _ i w �I PROPOSED BLDG _ 18T FF 467.0 '^ VJ #: j , .. : (,� �• 3 . \ — f, 'I# 1, _.2 1 _//,J'j k - — t .._.... .._.. �� ...- qq �� j -- — ENTRY N r iI # _... _..... _ v _ CC _... - _..... SIN, l�FF 467.0 } rx 3 ..lCB 20628 RIM=4-6�&9'1- _ I I I _ �t \ __ _ . _...___........ ...— �, I .... ......„._......... ._..._........ j ., , t' f ____........ _ ...._ ..._ VFF=46&83 i j I I It �... /FF -4 6 �' _. Ill ! I l -------------- , fIf I ♦ ... ... ... .-........._ \ \ "� tJ nR 0E ^ 0 �i'BL E ,i # I V r ■ \ �. €...._.._ ..l_......._ CONNECT TO EX. / ( € - I FOOTING DRAIN I _.._. p, 8 LUD WATER MAIN �I _ . _ .. ..._ _ t TYP TO WEST / I, , } 1 \\ G.. _.._ 7 of .. ......,. .✓ '� } _,' _ -, ,.,> x III fit "s 6 SAN \ \ 1 —I III R ..._. S D� E if i — 66 4 68.7e l ' \ \ [ l I • 1( r , RELOCATE EX 1 sr� - FIRE HYDRANT F E AN BENCH ��I .W: -.. � ✓ //////� / fit, � �� /..G 1 // / <r ! WOOD RID PCsT ,? 1 / - f1 .. I�E 7 l t ENTRY \ \ ( v ..,,, n \ F 462.0 V c t .. 1 MATCH LINE - SEE SHEET C3.43 DATUM VERTICAL DATUM: NGVD 29 HORIZ. DATUM: NAD 83/91 SEE SITE SURVEY FOR BENCHMARK AND ADDITIONAL INFORMATION. LEGEND AREA DRAIN s CB TYPE-1 CB TYPE-2 (48" DIA UNO) MANHOLE (48" DIA. UNO) — — — 6" STORM DRAIN STORM DRAIN SERVICE — — — — SANITARY SEWER SERVICE — — — WATER SERVICE WATER MAIN/FIRE SERVICE —� PIPE END W/RIPRAP PAD DOWNSPOUT CONNECTION NOTES 1. SEE SHEET C1.0 FOR GENERAL NOTES. 2. ALL STORM DRAIN PIPE SHALL BE DUAL WALL CORRUGATED PE PIPE, OR PVC, SDR 35 WITH GASKETED JOINTS, U.N.O 3. ALL WATER PIPING SHALL BE DI CL. 52 U.N.O. 4. PROVIDE CONCRETE BLOCKING AT ALL WATER MAIN HORIZONTAL BENDS. 5. PROVIDE WATER VALVES AT ALL CONNECTIONS TO EXISTING MAINS, AND AT ALL HYDRANT LATERALS. 6. BIORETENTION AREAS SHALL HAVE 18" THICKNESS OF BIORETENTION SOIL. KEY MAP SRG PARTNERSHIP, INC 110 UNION, SUITE 300 SEATTLE, WA 98101 206 973 1700 SRGPARTNERSHIP.COM 0 O s N ° s ° v ■Q a M O N co CA � � an a Aw L6 CD VO) d Ll PROCESS III Drawing Title UTILITY PLAN Revisions No. Description Date Drawn by TG Checked by ME Date 03/01 /2014 Project No 212023 Consultant Project No 13003 Owner Project No Drawing No C3m33 MATCH LINE - SEE SHEET C3.31 M7 'SIMH 804.8 RIM=441.01 10" CONC, N I-_=433,59 433,59 8' 15" CONC E IE=43,159 . . . . EX. ;PROPERTY ...... 5" CONC S 1 9 4 + W LINE (TY.P) 72" SDMH W/ FLbw LAODER W W4 CONTROL RISER E y X_C !,P�_NK . ......... ......... X X - X 60"OVERFLOW- . .... . PARKER STRUCTURE 0919000170 r! F ........ ■ 6"F 4 _ W < PARKE.F" X4:E WW_ il- 09190,0101 7C, k J 44 2 .......... . . ..... . . ...... — . ...... . . .... . . ........... . . ........ . .. . ........... 2)" F 14.. ( ..... . . . ............. 4 LENTZ 00165 . V 4. C-4 cri GRAVEI . ... ... . .. .......... . ............ . .......... ........... . . .. . ......... . . ........... .. . ....... C0 ,T'F 7 OVERFLOW CB W/BEEHIVE GRATE BIORETENTION AREA WITH UNDERDRAIN _117 • '> Lei GATEnv ■ 9190 0 0 1 60 0 42 1\ STCB 1575 ;M ., 1`8r R:M-A-,3-,24 ST .8 N C' IE=* 12- ff47 9-7 C777 -M -:66 Q` CONC W IE= L N C N IE N C\ E=431.57 S_:�B 1645 RIMI=433.42 �'R TIES■ . . . ... .... . �C W :E= 12 10 !E=430,51 -Z ............ 24" CONC E IE=429.225 f U U 1 * 8" CONC W IE=429,99 p 'Z -7 2"Ll HAS PLASTIC -OVER 12" IJ PIPE TOP 24" NC UNABLE TO DIP', ff 1)" IF lE-43 WOOD N . .. . ..... . C it --x IF ..... . . .. . .. ........... —Z . ......... . . ........ ..... . ......... ............ op . ......... ... ........ . ... - I ,, F .... UH 9_ 00 li�IECT TO L1 M"a Jill T44 14 OUIVII I . .. . .... . .... . ..... . . . . ...... . . ........ . . ............. . ........ . . . ............ S ..... . ...... S 308TH STREET SEE SHEETS C6.0 C6.1 FOR S. Is . ... . .... . . .. ... - — ------ . . .... 308TH ST ROW IMPROVEMENTS G- — -------- - - ..... . .... G----- . . . . ........... NO PARK . ....... .. . . . ...... . . .. . ..... . ............ . .. .......... 4"F 8. F 4 4'F 6"1" STCB 1470 RIM=4313,fu '13 _�2,92 4-"F' S-C 5 RIM=4- 30 CPP S 1E=4'6.`8 CPP _7 8 IP E 4Z - V W .26A 0 E W 'AS (,'l F) I P' BOTTOM VALP; F=424,31 1 ADDER SE FA E 4"F STCB 1454 RIM=432,92 in" CPP E IE=430,96 12" CONC N 1E=43OI74 IP W IE=430,93 6" FLEX S IE=431,01 .......... . . a- --- vv-_ . . ..... . ..... — - ----- . ............................. T. 7EX . . .... ROW . ..... LINE (TYP) ■ -PROP- ROW -- LINE (TYP) — ' . ......... 6"F ■ ■ ■ ■ .. ....... 20 0 20 SCALE: 1 20' DATUM VERTICAL DATUM: NGVD 29 HORIZ. DATUM: NAD 83/91 SEE SITE SURVEY FOR BENCHMARK AND ADDITIONAL INFORMATION. LEGEND 0 AREA DRAIN iI CB TYPE-1 CB TYPE-2 (48" DIA UNO) MANHOLE (48" DIA. UNO) 6" STORM DRAIN STORM DRAIN SERVICE — — — — SANITARY SEWER SERVICE WATER SERVICE WATER MAIN/FIRE SERVICE PIPE END W/RIPRAP PAD DOWNSPOUT CONNECTION NOTES 1. SEE SHEET C11.0 FOR GENERAL NOTES. 2. ALL STORM DRAIN PIPE SHALL BE DUAL WALL CORRUGATED PE PIPE, OR PVC, SDR 35 WITH GASKETED JOINTS, U.N.0 3. ALL WATER PIPING SHALL BE DI CL. 52 U.N.O. 4. PROVIDE CONCRETE BLOCKING AT ALL WATER MAIN HORIZONTAL BENDS. 5. PROVIDE WATER VALVES AT ALL CONNECTIONS TO EXISTING MAINS, AND AT ALL HYDRANT LATERALS. 6. BIORETENTION AREAS SHALL HAVE 18" THICKNESS OF BIORETENTION SOIL. KEY MAP springline design Civil Engineering I Site Development I Transportation SRG PARTNERSHIP, INC 110 UNION, SUITE 300 SEATTLE, WA 98101 206 973 1700 SRGPARTNERSHIP.COM PROCESS III Drawing Title UTILITY PLAN Revisions No. Description Drawn by TG Checked by ME Date 03/01/2014 Project No 212023 Consultant Project No 13003 Owner Project No Drawing No Date 3131 Western Avenue, Suite 501 ph 206 957 8311 Seattle, WA 98121 fax 206 957 8313 C3.41 PLANTER VALVE z 1\ W'Zzz LT --4; ... . . ..... .... i. BOX 0 N _111. ..... 16 )N . ..... . . ..... . ... .. _7z D D - - ---- - 4- W_ GLl D W- . . ..... . - L__ I 0, .... . . .. ... D D D— W _j ....... 'TICKET 1310,07H 004,56 RN11=4426 W-......_ . . ..... .... W_ W F F 4 4_1 3,11 5" CONC IN IE=4 3596 2 CO N(' NE IE=436,08 . . ........... E 1E=430-559 ................. Ix 8" CONC _x ------ X. ... .... ... . . X . . ............ ..... . .... 7�7 F'=444,60' 7 777 7/ I NG NO PARXII W, -F=444.4-4 ' E EE; t#' �t4 /��$ � / f i i/ ' /' ' � / l /' ' //mot i / i i/ /X {/ PARELNG I" lee, 2 A NO PARKING V\ S T�,� 135 6d kiri15�.29 it i 2 N! lEr-A,52,04. 30. S. 7 9 FH- 1 N. ..) T UDDER R .L1.W_.... ...... VA, If R =4 EIJI I Ir ell I \ , STCB 4216 RIM=454,57 6" CONC N IE=453.02 6" CONC S IE=45'.92 ' { ! ,,- - L N CA HEAR BANGING FROM 13503 . ONE WA.. --- A EX EN I )56 OF' ()k�E Sld'OWN ON cEW1R C'R 5'f 'k �L6J f ' M RVICES FOOD if Q BUILDING FF=458,52 1-1 N 20 0 20 111MIMMMMM011 SCALE: 1 20' 0 T.AA i LNJ VERTICAL DATUM: NGVD 29 HORIZ. DATUM: NAD 83/91 SEE SITE SURVEY FOR BENCHMARK AND ADDITIONAL INFORMATION, LEGEND AREA DRAIN W! CB TYPE-1 W r"N CB TYPE-2 (48" DIA UNO) MANHOLE (48" DIA. UNO) • 6" STORM DRAIN ` _ _ = STORM DRAIN SERVICE - - - - SANITARY SEWER SERVICE WATER SERVICE . ... ... . ... . .... WATER MAIN/FIRE SERVICE z CD PIPE END W/RIPRAP PAD DOWNSPOUT CONNECTION FF=45&51 1MV1 'S�Mi: 279 RIM=456.97 G R A VIE' L 36" P N E=446.85 'C" C M P S ;E=446.72 LADDER E /Z W _h DETENTION FACILITY W Vill RELD VERIFIED 36" CMP AT MANHOLES LOADING' DO K F=45&54 Lu 315" CMP Pi-R 1989 ADDIMOD IC2 DATED 3-7-89 LLJ zX C/) 4, �8" CMP PER 1989 ADD"MOrD C2 DATED 7 11-89 . ..... . .. ... W Zil U W G_A_ C0 ST(B 4200 RIM=454.554 - ------- - - 61' CONC, N A., < W FF=458.531/J' j i ( I I ! va I' 3, z < I�t-M=454_32 S, 10 7 , 17,4 0 CO - l452.90 IC Wk=�= U.1 FF-446 '54 OVERFLOW CB 7 7 7 � _J rt 0 W/BEEHIVE G5/ ftE 4- 134.02 V,;tit t CONNECT TO �'X f�p I 310,83 W� ----S 700 RIM In XTCO =44 3 IPE-.06ULTLU 3V 79 K�CHEN BLDG. I LL1 IP E IE=-4-43. 3i,03 SD TO NORTH� RR TIES _44 4PeG . . . ..... . . . . ......... . . ........ . . .... . ..... 6 MAD CON& _,W1_TH_ UNDERDRAIN GRAVEL 9-44- ICK \ OOREI�ff� AREA IrG� -----;L El --\ SU:M 7 BL,?eCKIOG T V _77 .2.. 1 7 8 111 12' CMP N.t , . 56" CMP T277 -_-__S�l TOID 18." OVER] ------- IN . ..... op . ...... - .. . . ...... .... . ....... if . .. .......... T. A MW W- 4!. ... .. . .............. L_ �� ............ ............ 7— — - _ — - ---------- -------- ------------------ . .... . -.—/-.-CONNECL - /PROP. ROY� CB E)(. ��W . . ..... CONC It■ 122" . ..... . ..... - — __ - UNIE (TYP) ...... ....... ............... . _..- SEE SHE-r§ C6.0 - FOR 308TH ST R W qk PROP. ROW 7S. . - ----- S IMPROVEMENT LINEG (TYP) ............... . V T G . ....... S G S --- \_ C� D DRIVE I W DRIVE WA�' D D - 7 4<- STf"P, 1447 PIMP 3 84 :: gl, 12"P 7- 12 CPP IN !E=4 1 42 ............... . ... ..... X X 12" CPP E S Tc P 1432 RIM=439.33 6"F 12" CPP E 6 ■ 12" CPP W E=434AL2 STCB 1089 RzM=445.48 8" CONC S IE=440.63 12" CONC E IE=440.60 12" CONC W IE=440.59 ■ 7-DXING STICB 6855 R 11NI-11 4 12" COiNC E I E - 41 2" CONC S ff = I J : 12" CONC' W IE=4■ NOTES 1. SEE SHEET C1.0 FOR GENERAL NOTES. 2. ALL STORM DRAIN PIPE SHALL BE DUAL WALL CORRUGATED PE PIPE, OR PVC, SDR 35 WITH GASKETED JOINTS, U.N.0 3. ALL WATER PIPING SHALL BE DI CL. 52 U.N.O. 4. PROVIDE CONCRETE BLOCKING AT ALL WATER MAIN HORIZONTAL BENDS. 5. PROVIDE WATER VALVES AT ALL CONNECTIONS TO EXISTING MAINS, AND AT ALL HYDRANT LATERALS. 6. BIORETENTION AREAS SHALL HAVE 18" THICKNESS OF BIORETENTION SOIL. KEY MAP springline design Civil Engineering I Site Development I Transportation SRG PARTNERSHIP, INC 110 UNION, SUITE 300 SEATTLE, WA 98101 206 973 1700 SRGPARTNERSHIP.COM O O MC 0 mc 0 C am >1 ■ 00 M :t 0 U) 00 0 4) > 4 IJ6 M LL. PROCESS III Drawing Title UTILITY PLAN Revisions No. Description Date Drawn by TG Checked by ME Date 03/01/2014 Project No 212023 Consultant Project No 13003 Owner Project No Drawing No 3131 Western Avenue, Suite 501 ph 206 957 8311 Seattle, WA 98121 fax 206 957 8313 ®4 N■._ ... . i ITUW � F W ■ Sw-V rES SIr��J ■....__ W (A -......... I f ■' Z J fI r.-—46.04s ■T z=-45.78 W=4149,88 ADDER SS z i� N. � �' � • ktk` 1 f{{k ii ' 1 i _ $ 3 _ : i I l i } : ix!_ - W.. r E _ , ........... ! �...... f /ii ! / LE_=_454.16 •-- ��' �" 1 ROUNDABOUT AND CURT .4 IMPROVEMENTS BY COF �> III __ _... 3 + f I � Ldj �. -- ,�_____.. -gym` �--�•, .v � / I S I III II jr, ! j .......{-31i,B 661 RIiV=455,09 �/I I I i(I — � 1 j f ! (I ADS w €E-453.`� i; 12,> CONC ��g IE=45_.09 �..; 43 I I Il loll ■ III i� f II_E =� 14� l�l I' II ;I# , I I �I f1r-> � �: ma r� MATCH LINE - SEE SHEET C3.33 12" ALAS E IE=454.04 12" ADS W !E=45,197 DATUM VERTICAL DATUM: NGVD 29 HORIZ. DATUM: NAD 83/91 SEE SITE SURVEY FOR BENCHMARK AND ADDITIONAL INFORMATION. LEGEND ' OO AREA DRAIN I'f I■ ilk RNI CB TYPE-1 . I■ CB TYPE-2 (48" DIA UNO) ■ MANHOLE (48" DIA. UNO) 1' 6" STORM DRAIN (■ — - — STORM DRAIN SERVICE SANITARY SEWER SERVICE ' - - - WATER SERVICE WATER MAIN/FIRE SERVICE fiJ PIPE END W/RIPRAP PAD DOWNSPOUT CONNECTION /� i� ,' 1 ___. ■ NOTES / ■ W 1. SEE SHEET C1.0 FOR GENERAL NOTES. i ENTRY STC B 5,316 RIM=466,03 --' 1:FF 464.50 r k , � 6 (1) 2. ALL STORM DRAIN PIPE SHALL BE DUAL WALL CORRUGATED PE PIPE, OR PVC, SDR 35 WITH GASKETED JOINTS, U.N.O 1ST FF 464.5 f W ■ (n 3. ALL WATER PIPING SHALL BE DI CL. 52 U.N.O. fI 4. PROVIDE CONCRETE BLOCKING AT ALL WATER MAIN HORIZONTAL BENDS. .W fZ 5. PROVIDE WATER VALVES Al ALL CONNECTIONS TO EXISTING MAINS, AND AT ALL --� HYDRANT LATERALS. fU 6. BIORETENTION AREAS SHALL HAVE 18" THICKNESS OF BIORETENTION SOIL. ............ _.. k.,.......— _................... ... _......... _ Cl E IE=4`556,80 ?,APV= I y— KEY MAP SRG PARTNERSHIP, INC 110 UNION, SUITE 300 SEATTLE, WA 98101 206 973 1700 SRGPARTNERSHIP.COM O O N IIII� x M o III. 0 �o o > a n L s � r U L6 M li PROCESS III Drawing Title UTILITY PLAN Revisions No. Description Date Drawn by TG Checked by ME Date 03/01 /2014 Project No 212023 Consultant Project No 13003 Owner Project No Drawing No C143 E af? C> 4C3 �F- 1 oa aV z-� f;;,. =,n E ID CJ 23 C1 C.. C'1 N OJ _ . MEMOR _ hf U 11 -ol W IF 77/ W =I U) ■ WI U) ■ F Wm' i i ■ `2" ADS NE IE=459.09 _.._.__ ....: E IS.... WG`1v_R i i i .._._......... .. MATCH LINE — SEE SHEET C3.34 STCD 547 RIM=474.03 IP N E 464.55 12„ IP E E ;.6,1_153 8" ADS SW IE=464,96 PIPE VFEST HAS C"" V% I l UTIE_TY R SE R i f AA'fl 20 0 20 SCALE: 1 " = 20' DATUM VERTICAL DATUM: NGVD 29 HORIZ. DATUM: NAD 83/91 �" ®' ■'�'''�� SEE SITE SURVEY FOR BENCHMARK AND ADDITIONAL INFORMATION. i §r if LEGEND LEGEND it ;'/ p ';' "fit° 0 AREA DRAIN f !ji 1 p :.; r it - CB TYPE-1 ii t #f' S p(; s 8112 . RIFE= .7;a,5�3...# i; i 12" IP /W IE= 71�r6 f` jpf S CB TYPE-2 (48" DIA UNO) OPEN f _ t.)/j» i t lIt }' J f I 7 {}J( tt #y { # j { l STMH 53971 RiM- 47d92- E" {"r_.m465194'{ I" /NIE 11E-46 5.74 CNC/ S E=.e.6 .ca if# It i1 ' it /I 1t P # # #%i # / { 1# f r 1 i � 3 kf' �-} p � q �{# # r # #t f "I .•')��?i°r°'�.' RIi43=="t':?"` 54 ? ? ? f f PIPE N ,E-464.,57 #ri i # {71— '\ !r' IPE S EE=464.67 { # f # fr { # { {# { T{'? SEE SIDE/ThVE DFRAftqGE EA SEMkNi REC. No. `2GD1? 22?},G� 36 _ , f { 8 DI /►TER r% { trr f' # rr ,�f MAIN `# {? ;!r r, � t { 1 `i f .r { #/ t 1 C�' RIGHT—O=—= ` Rf' #{ j+f: # F) No. 20071724,0036 �OW/PROPERTYf f It 1 LINE f(TYP) {j rrs p W� { { ?{ ({ {rf t j r_,._ i'fEI.)X?Nl + 'i { i #r tl+ t r Iff # ff i # ? l'## # m t i # {{ {f # S-C 53.9, If =475, f f{ ({ r t {ij' %\ % P I PQ' N I EW � 4. 4 3 PIPS S It."464,5r f #'? UNAGLF 0 SEE SIZE TYPE if {f Itbllf It C6 I 1=474.0 { 6" L WATER i 1 MAIN SO H 53 E? R tt/t=474.5a y"Y4<� AEP N IF.-1Fv'4 # #f 1# t 1 ( i F--D!�_. —. r { j{ f t Ek i ` { !l t r ip r` yy [ { I • MANHOLE (48" DIA. UNO) — _ — 6" STORM DRAIN — — — STORM DRAIN SERVICE — — — — SANITARY SEWER SERVICE — • — — WATER SERVICE WATER MAIN/FIRE SERVICE '< PIPE END W/RIPRAP PAD DOWNSPOUT CONNECTION s NOTES 1. SEE SHEET C1.0 FOR GENERAL NOTES. 2. ALL STORM DRAIN PIPE SHALL BE DUAL WALL CORRUGATED PE PIPE, OR PVC, SDR 35 WITH GASKETED JOINTS, U.N.O 3. ALL WATER PIPING SHALL BL DI CL. 52 U.N.O. 4. PROVIDE CONCRETE BLOCKING AT ALL WATER MAIN HORIZONTAL BENDS. 5. PROVIDE WATER VALVES AT ALL CONNECTIONS TO EXISTING MAINS, AND AT ALL HYDRANT LATERALS. 6. BIORETENTION AREAS SHALL HAVE 18" THICKNESS OF BIORETENTION SOIL. KEY MAP SRG PARTNERSHIP, INC 110 UNION, SUITE 300 SEATTLE, WA 98101 206 973 1700 SRGPARTNERSHIP.COM PROCESS III Drawing Title UTILITY PLAN Revisions No. Description Date Drawn by TG Checked by ME Date 03/01 /2014 Project No 212023 Consultant Project No 13003 Owner Project No Drawing No DATUM VERTICAL DATUM: NGVD 29 HORIZ. DATUM: NAD 83/91 SEE SITE SURVEY FOR BENCHMARK AND ADDITIONAL INFORMATION. t �i t? td f£ f { ask SRG PARTNERSHIP, INC 110 UNION, SUITE 300 SEATTLE, WA 98101 206 973 1700 SRGPARTNERSHIP.COM O 0 mc v 0 C4 z ZI) v M � M O - � > a a 1 IJ6 LL Mo PROCESS III Drawing Title GRADING AND PAVING KEY PLAN Revisions No. Description Date Drawn by TG Checked by ME Date 03/01/2014 Project No 212023 Consultant Project No 13003 Owner Project No Drawing No OP RIPS =446 ' vNC E--t�� _. __... °,¢ F j 3 LADDER c _ .... SE SHE — _— �....FOR_ S 'I L t I _......._...�. �...... :.._ �7 t r id _..._.. .-, i P C5.0 - C5.3 STCB 7772 RIM=443,93 12" CONC S IE=440.21 ; 12" ARCS CONC N IE=4 .0.27 1E-443.41 12" ALAS E IE=441.53 .ti �—`_`�_ ._.._ ........__ ._..._ ......_.... YAK !.___,,.. � � t ..._ _..._ T x� _...i � z ....�._.._..........— .... .�.............. S 304 T'H' STREET .� I I _...A. — , I ...... _,. .; i CR 7588 RI M=4 I .2" CONC W IE=1: I 9L II xXX 2" CONC E4 END 1900024E I i I l I I � I I x , t ; X I 3 Tl j co X j IN Y � 7 -K I 3: RIEL; f 091 000235 t . _.._......... ...... .._ ( 9 F 6.9' /F < it r e X I ( f 4 i ` I X t f 1 B€t.C/`G'f:7R 091900023() I { I l Ia E 1 x � i x 5 I i ti , x ` (X \ i v I I c:-,MPOOL x Y 0919000225 ; z z I IU, 1 \ PER11POOL t \ 091900 225 X MATCH LINE - SEE SHEET C4.21 LINE (TYP) r X:--ROW r LINE(TYP)..__.._............................................ ....._ ..... J to t f .... ..... . er g-.... K . j. •�,( — — �— �TfY:T3T.T.l: ��.•=y-a-4,lJ1—_".'` ��= f � ...,..y.. -�--��r 445 CENSER C zANNE_..--434,.06 ! --------I...AI:)I:ER S f �y 12 CON : 1 40.22 \ \ 12" CONC W 1E= 39.30 12" CONC N IE =4139,72. 7— I ■ i \ W v} J �` \■W CJ D - I U) I t � w A. ■ _ , � i t _......_.... J — I I ,� ! , � \ �1 W _ ._ .. j I i I j iu f I i /l j i j f w X I ,✓' .. \, 1 ■�■ u — . _ _ t I / { ( PROP. CONTOUR ; I PER FIELD PLANS ■ (TYP) I l�' 20 0 20 SCALE: 1 " = 20' DATUM VERTICAL DATUM: NGVD 29 HORIZ. DATUM: NAD 83/91 SEE SITE SURVEY FOR BENCHMARK AND ADDITIONAL INFORMATION. LEGEND ACP OVERLAY ASPHALT CONC. PAVEMENT ASPHALT WALK/PLAZA GRAVEL SURFACING, UNO ° CEM. CONC. WALK a CEM. CONC. PAVEMENT _ _175_ _ PROPOSED CONTOUR NOTES 1. SEE SHEET C1.0 FOR GENERAL NOTES. 2. FINISH GRADE INDICATED IS FINAL SURFACE ELEVATION FOLLOWING PLACEMENT OF ALL SURFACING MATERIALS. 3. SEE LA PLANS FOR ADDITIONAL WALKWAYS. 4. PROVIDE 4' WHITE STRIPING AND WHEELSTOPS FOR ALL PARKING STALLS. KEY MAP springline design Civil Engineering I Site Development I Transportation SRG PARTNERSHIP, INC 110 UNION, SUITE 300 SEATTLE, WA 98101 206 973 1700 SRGPARTNERSHIP.COM 11111111111111 0 0 s N 0 cr) M N w O _ > a n L. C ea Ma �- � L. L6 L6 O M � LL PROCESS III Drawing Title GRADING AND PAVING PLAN Revisions No. Description Date Drawn by TG Checked by ME Date 03/01 /2014 Project No 212023 Consultant Project No 13003 Owner Project No Drawing No 3131 Western Avenue, Suite 501 ph 206 957 8311 Seattle, WA 98121 fax 206 957 8313 C4ml 1 STCS 7843 RIM=446.15 12" Ail, E. # 4..`:..3 s ■ # # # -.., L ■ r` t , ■ S............ ........... __...._` ... .... ......._._ :........_ IWW WK4 (. Wf S RCS 77116 tRIM 460.57 ......._ _.._..,_.. _ ...-t \; \ \ x"` ?� 8!f LOCATIONIGF ` / ( % I ;; 3 _.. _ L x — -max x ._,..,.. ` ..T / X `•_. --AR 9EE O'iSHEETSC5 0 CS.�_._ 464- 7 E jc) .-,., .. ..... _. ._`. •-^_ ._+. .. / ¢yam- ._._ - - x- x g . , \ 12" ON kjAa c =RAC -__ __X iE , \ \/ _ ,rE=442..35............ —--_...x x � I 1 i I ,` f �- I,., W _ /° D----- _._. I II IJIi` lI:II` oov js 1 I / C 1 to ■ =l I _. \Yl c. ca I I I I I`. I I I" / / \ _ICI InA:DNO;\ / \ t 1 I MAN- 0 E PE o \ 9;2�A1 ■ / \ \ _ I I III I ►. I I I I I = / \ PROP. C0(TTouR R FIELD <PLANS � \ � \ T�. ■ % ! ({ (f i -� � ' `f `t I . �, c.� t / , � p I �! IV( f I I I 6" CPP 455.45\ \ ,� ■ 1 ;'f f r l f` / j / {E I I II I i I, I I 1 :I \\ / o �\ l\ ■ �W, i 1 � # fl I � / t; r i I I 111 li I I I � f, � }/ \ \ � / JEI / # c:; # ;` c} /� i � Z► I I!I �I I I � il� MP t o ■ f' %/ � ,` � � /; �i � III `I I � \.l / \ \ i 1 I I F\ ■ r' / '° i '% / j f c f I I II 13 rl \ \ \ IIII` \ xi I III i I I € \ \ \ lit 10 I y )i %3 ATION �JF \ \ \ ■ \l� r3.i: 1 f'L2af?� '�'�J I I .a 6" CPR` E =45.58 t 1 I I SRA VIi G \0 \ ■ �'; / 6/ 8"/12"= 'O E ,.N,,.,✓'" � \ %, �'' E { f i i i l"\' rr- _....:_—_.X- .X-.--x—x.—_X-.—_x_,:r:.� ' .a,:.:.a. MATCH LINE - SEE SHEET C4.22 20 0 20 SCALE: 1 " = 20' DATUM VERTICAL DATUM: NGVD 29 HORIZ. DATUM: NAD 83/91 SEE SITE SURVEY FOR BENCHMARK AND ADDITIONAL INFORMATION, LEGEND ACP OVERLAY ASPHALT CONC. PAVEMENT ASPHALT WALK/PLAZA GRAVEL SURFACING, LINO CEM. CONC. WALK CEM. CONC. PAVEMENT _ _175_ _ PROPOSED CONTOUR NOTES 1. SEE SHEET C1.0 FOR GENERAL NOTES. 2. FINISH GRADE INDICATED IS FINAL SURFACE ELEVATION FOLLOWING PLACEMENT OF ALL SURFACING MATERIALS. SEE LA PLANS FOR ADDITIONAL WALKWAYS. 4. PROVIDE 4' WHITE STRIPING AND WHEELSTOPS FOR ALL PARKING STALLS. KEY MAP springline design Civil Engineering I Site Development I Transportation SRG PARTNERSHIP, INC 110 UNION, SUITE 300 SEATTLE, WA 98101 206 973 1700 SRGPARTNERSHIP.COM O O s y i� >1 s� � M O ® U) o0 > 4 3 n O r r � UMM o � W PROCESS III Drawing Title GRADING AND PAVING PLAN Revisions No. Description Date Drawn by TG Checked by ME Date 03/01 /2014 Project No 212023 Consultant Project No 13003 Owner Project No Drawing No 3131 Western Avenue, Suite 501 ph 206 957 8311 Seattle, WA 98121 fax 206 957 8313 r,. L 0 eD : r� r�z �z (D cx ;21- <n E r.. ht E.A.. ■ _.... - _... _ 47AL17 475 — — ,{ __- t:� a._._X _ _X Y= >-_.: ;: ...:.= :: \ €`! ,42 Ee'M=462.05 CP? N 1E-461.28 r ■_ �` y...... - 7. — L' t � `� F \ =`t \: f•3... E i i I�� f t� i I ,t ii'3, ivy. `. (_� € I? I= .. R ai-462." { U■ / i I i; sCPP S 1=Ii61, j, \ LJJ W ■ \ I � l� I� I I� I t I n E II ) V I t I cn. \E itjll t Z .� E Jet III I is i ( , STYLE 1164A IM=462_02 I 6" CDP N IE: 461.12=14€ _ ,I [Y'i V i3iY S_P�CHERS I ! - 1 f ` I i ■ � —�---, \ p_ � � � � I I ram.. ,' t: SEE I II �If I `I I ■ \ v,� � � � I: 1 1 1 i I :� � I I I ST)'C 11 F,45 R M=4'2.0E nL 6" CS-,PN _� ■ \ I \ �Iii ( i I � 1 ;� �IE \ f` ` I` I i I I �• , I j 3E3N 11 \/� J, LOCArON IF i 71 I YAR€:r DRAT: P R I ■ 1972 DRAY` NC E DID NOT i� _.m. I .... _ r;rp3L� D;✓v;.Clwi-; - r MOVABLE _ i �' 1 :< <! i; E i I BLEACHERS MATCH LINE - SEE SHEET C4.23 I SSM _i 7200 IM=48n.60 — 15" CONC E— W t 6,> PVC N t, iE:R CHANNEL-471.29 { ■ v. E :N R N i STCB 7`199 RFt=48^,28 12" 00NC .......t } 1 .2" CONC E iE=478.43 c t % ':?" CONC ;�1 iE=478.43 6x i"MAD IE-478."2 i �, ;r -I . ____....... _. ...... __ _.. ........ .I = 4%�J 1 0 � — t� I� \ I I ■ t !j I ■ 'W ■Z I—J 20 0 20 SCALE: 1 " = 20' VERTICAL DATUM: NGVD 29 HORIZ. DATUM: NAD 83/91 SEE SITE SURVEY FOR BENCHMARK AND ADDITIONAL INFORMATION. LEGEND ACP OVERLAY ASPHALT CONC. PAVEMENT ASPHALT WALK/PLAZA GRAVEL SURFACING, UNO CEM. CONC. WALK CEM, CONC. PAVEMENT _ —175— _ PROPOSED CONTOUR NOTES 1. SEE SHEET C1.0 FOR GENERAL NOTES. 2. FINISH GRADE INDICATED IS FINAL SURFACE ELEVATION FOLLOWING PLACEMENT OF ALL SURFACING MATERIALS. SEE LA PLANS FOR ADDTIONAL WALKWAYS. 4. PROVIDE 4' WHITE STRIPING AND WHEELSTOPS FOR ALL PARKING STALLS. KEY MAP springline design Civil Engineering I Site Development I Transportation 3131 Western Avenue, Suite 501 ph 206 957 8311 Seattle, WA 98121 fax 206 957 8313 SRG PARTNERSHIP, INC 110 UNION, SUITE 300 SEATTLE, WA 98101 206 973 1700 SRGPARTNERSHIP.COM O O y S ai v >1 0 M O o t� CD Q P C M ■a �- cc UNO L6 M �� PROCESS III Drawing Title GRADING AND PAVING PLAN Revisions No. Description Date Drawn by TG Checked by ME Date 03/01 /2014 Project No 212023 Consultant Project No 13003 Owner Project No Drawing No C4m13 E co C7 CD s W U 2 to C) Q 1w E v 0 U v O > CL 0 r.i e \ t w-------��--- ------�--t — i t i \ '. ----T-----T--_.._ - . T - P-i_ G — 304TH ST EET PROPOSED 30' FIDE r- i INTED DIRECTIONAL �"_ ��78 9 2 �2" 2 x8„A C') ►, IX� '1► rJUI ► �!� w• to i W I 128 I: z ' I , 1 i �! 4"/8A ( I I �- i. 1�41A ■ i I X I, I I I i II ■ � I �yWi I � � � I .Y W f I W I \ I I IW yl If ,� j I i I yyW. f fX� � II I WW -_- WWW4 J f If f I J ■ I W ■ t jt (7jt! f W W f I 1 I SSMH 7052 RIM=490.51 2"C 15" CONC W f -- 8" CONC E--NE—SE—S CENTER CHANNEL=475.77 \ \ 2"C 8" CONC E IE=485.91 SSMH 7053 RIM=489.94 LADDER N 8" CONC SW—N 6" CONC E 1 CONC IE=488.86 CENTER CHANNEL=476.48 j SIGN WITH jj LADDER SE pFCIf.NAI u d 12"P n MATCH LINE - SEE SHEET C4.24 �d — — W__ _ _\ I � ATT CABINET 71— y 27" ix STCB 6609 RIM=488.72 /�12" CONC E iE=486.92 C _ 28» C SSMH'7052 AND 10073 MAY JONNECT AS SHOWN _---I _ -,,-;;,-EX. ROW LINE (TYP) I , { 11 Ir � I i ---/P I 1 I N 20 0 20 SCALE: 1" = 20' [DATUM VERTICAL DATUM: NGVD 29 HORIZ. DATUM: NAD 83/91 SEE SITE SURVEY FOR BENCHMARK AND ADDITIONAL INFORMATION. LEGEND ACP OVERLAY ASPHALT CONC. PAVEMENT SRG PARTNERSHIP, INC 110 UNION, SUITE 300 SEATTLE, WA 98101 206 973 1700 SRGPARTNERSHIP.COM ASPHALT WALK/PLAZA O O GRAVEL SURFACING, LINO s v N a U)— a CEM. CONC. WALK O CEM. CONC. PAVEMENT ■� U U) - -175- -- PROPOSED CONTOUR \ M � O � CID 0 NOTES a 3 n M 1. SEE SHEET C1.0 FOR GENERAL NOTES. 2. FINISH GRADE INDICATED IS FINAL SURFACE ELEVATION FOLLOWING PLACEMENT OF ALL SURFACING MATERIALS. 3. SEE LA PLANS FOR ADDITIONAL WALKWAYS. W6 LL cc' M u■ 4. PROVIDE 4' WHITE STRIPING AND WHEELSTOPS FOR ALL PARKING STALLS. KEY MAP spirinadine design Civil Engineering I Site Development I Transportation 3131 Western Avenue, Suite 501 ph 206 957 8311 Seattle, WA 98121 fax 206 957 8313 PROCESS III Drawing Title GRADING AND PAVING PLAN Revisions No. Description Date 1 Process III 6/13/2014 Response Drawn by TG Checked by ME ate 2jj014 Proje&-6 �FQ 212023 Consultant Project No 4�q 4-3003 Owner Project No Drawing No C4m14 it MATCH LINE - SEE SHEET C4.21 f ■ t e — -- x � X j PROP. CONTOI�R� 09 90002�20 X � � I PER FIELD P. I-IS---p ` ■ (TYP)- I � � / ■ roc; j 4.41 �� ■ �r; X � J— a �I \ L 251'- 0919000215 A- � Al4. WAR � �� \ \ \ \ � �,�r'" � -'- ■ t X \ / ■ X 1 EXISTING° PROPERTY I I LINE (TYP)-- - �/ \ ---- ------------- Xz _ - 07 --- - - - , 12" Cpb I 12" CPP t I V C / n/ 1E=439.1 —437 IE=43971� '� � ,,`.:...,• / VAE ■ 5V-Ml-� 8049 r�.M=442..'� \, . / 10 /GONG iE=436.58\ NOBLE j \ 0919000210 1 / / /j / / CONC iE=436.39 \ \ \ _ X ' / 6" PVC N 'IE=439.39 \ Li X 24sI 12 I�I�_ W WI`W ♦ W`W` `♦ ♦ I MASSEY ,� t 0919000205 - I I ♦ W W W J ♦ ♦ W ♦ ♦ / 1 // / / /' X W W 1• W W N 1• W W ♦ I /- I 2 t t I I I I .F W I W W W .Y ♦ ♦♦ / t / / I i� / // II �I I I I I I I ♦` `WWW �WWWW' W�`WWWWW 1 IWWWW ♦`W1�W• �D-WWEjt1i• E-W NµWWT• I-ONWW - P/WWO/N- DV /♦♦ �C4.4 MAX W.S. 439.0 /♦ ♦♦ ♦♦ ' /♦ BOTTOM 430.5 DROHMAN 0919000200 / xT : - / I■ I i Q � I I I W W W W }}♦ I I `� I � � .�1,•s'E '_• � I I .' I I I \ \ I ♦ ♦ ♦ W W ♦ ♦ y ♦ ? W � / I I �•. b•�,..IL-! 4[ -_ _ it —__ -_- 4N NEAWN il Ir I" I OIL ff EML I Omni 0 md� 0 MuNkE � MATCH LINE - SEE SHEET C4.31 .......... .......... ........... 20 0 20 SCALE: 1 " = 20' DATUM VERTICAL DATUM: NGVD 29 HORIZ. DATUM: NAD 83/91 SEE SITE SURVEY FOR BENCHMARK AND ADDITIONAL INFORMATION, LEGEND ACP OVERLAY ASPHALT CONC. PAVEMENT ASPHALT WALK/PLAZA GRAVEL SURFACING, UNO a. CEM. CONC. WALK CEM. CONC. PAVEMENT — —175— — PROPOSED CONTOUR NOTES 1. SEE SHEET C1.0 FOR GENERAL NOTES. 2. FINISH GRADE INDICATED IS FINAL SURFACE ELEVATION FOLLOWING PLACEMENT OF ALL SURFACING MATERIALS. 3. SEE LA PLANS FOR ADDITIONAL WALKWAYS. 4. PROVIDE 4' WHITE STRIPING AND WHEELSTOPS FOR ALL PARKING STALLS. KEY MAP springline deg Civil Engineering I Site Development I Transportation SRG PARTNERSHIP, INC 110 UNION, SUITE 300 SEATTLE, WA 98101 206 973 1700 SRGPARTNERSHIP.COM O 0 v y O s ■� W v >1 >1 O O � 00 a � n r LL LL O cm ol. PROCESS III Drawing Title GRADING AND PAVING PLAN Revisions No. Description Date 1 Process III 6/13/2014 Response Drawn by TG Checked by yE Date 03101 /2014 Project No 212023 Consultant Project No 13003 Owner Project No 3131 Western Avenue, Suite 501 ph 206 957 8311 Seattle, WA 98121 fax 206 957 8313 Drawing No C4.,21 <n c ci Ce: r' wE—Z C"S K �3 E P �z C�) MATCH LINE - SEE SHEET C4.12 .- S PROP. CONTOUR € E / E'ER FIELD PLAN ,€ 1 I ! ! \3 ■ f ,. / f / (TYq, r co ^� PI ! GRAVEL i 1 ! F I ? { i EE � ■ 4, BCR?ER I C.tiR!! 7 iri)Ut ! > y .r r r F� ifJ r � / i{ t E [ ■ 'SET ' { N„ ✓r, �/'• \�_4 \, � ��"...-z'.:"r^„'� 'ter � (�Y � i j ! � ; I � f I €. L'� ' ,/ ✓, , (.I RAVi'..... i r. \ SC w 0A'PD r , , } rr. r•- I -may-4/ � \a s- x _ _ _ _ W W +i -17 CIO { X € - _ ■ ! I( max, �_`,�� \`,\\ \\� i€ X ....._XI... SLOT DRAIN U-,.0 ._. 8 �' G I:?M— .42.6E3 --t t € f \ \ \ � \ \ \\ \� � \```, -. �` �, � \\'� . I ■ = \\ \\ \ E 1 ITJ1 / _ _ ._ w> i i \I T AN 4" C � �' � '' �� _._ .` W_ _ �... 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FINISH GRADE INDICATED IS FINAL SURFACE ELEVATION FOLLOWING PLACEMENT OF ALL SURFACING MATERIALS, 3. SEE LA PLANS FOR ADDITIONAL WALKWAYS. 4. PROVIDE 4" WHITE STRIPING AND WHEELSTOPS FOR ALL PARKING STALLS. KEY MAP springline design Civil Engineering I Site Development I Transportation SRG PARTNERSHIP, INC 110 UNION, SUITE 300 SEATTLE, WA 98101 206 973 1700 SRGPARTNERSHIP.COM O O 0C MC O 0C 0)0 0^ M O LLB H � � > a Al r O M d LL PROCESS Ill Drawing Title GRADING AND PAVING PLAN Revisions No. Description Date Drawn by TG Checked by ME Date 03/01/2014 Project No 212023 Consultant Project No 13003 Owner Project No Drawing No C412 3131 Western Avenue, Suite 501 ph 206 957 8311 Seattle, WA 98121 fax 206 957 8313 A!35� � Opq tALL I ■ 1 I I �111� 11#�II I I fl��3. I i I I N! N I I{ I } �Ilil (4x12-14'CV6..1 I 1 0 W ':: 1 EtOLO Y IBLOC W A6 U• I I I 1�� 4� I i � # 0 JY LIC a .. , i t u _ l ■ ! �I i I I I i i E 1 V x J A 1 PAINTEDdi ■ / I I I h / DIRECTIOP / I I ARROW � 1 % I is ' 4•—x--v 1 a _ �3 54,6 RIM=46 5 ■C, 3 DP E IE=458. s IE=45 7 - �IQRETE�PFf %U P SW IE=4 .53+ il) 1 D-- MATCH LINE --SEE SHEET 04.13 Tl / °I l ftWa�.Ft— S U C'R.' V 469 ..; I , i ' �.. q ., `468 N ` x2 r< T N _” ■ ■ 20 0 20 SCALE: 1" = 20' DATUM VERTICAL DATUM: NGVD 29 HORIZ. DATUM: NAD 83/91 SEE SITE SURVEY FOR BENCHMARK AND ADDITIONAL INFORMATION. LEGEND ACP OVERLAY ASPHALT CONC. PAVEMENT SRG PARTNERSHIP, INC 110 UNION, SUITE 300 SEATTLE, WA 98101 206 973 1700 SRGPARTNERSHIP.COM ASPHALT WALK/PLAZA O O GRAVEL SURFACING, UNO S v y CEM. CONC. WALK O O t CEM. CONC. PAVEMENT _ —175— _ PROPOSED CONTOUR 0■ �1 NOTES 1. SEE SHEET C1.0 FOR GENERAL NOTES. 2. FINISH GRADE INDICATED IS FINAL SURFACE ELEVATION FOLLOWING PLACEMENT OF ALL SURFACING MATERIALS. 3. SEE LA PLANS FOR ADDMONAL WALKWAYS. U U 4. PROVIDE 4' WHITE STRIPING AND WHEELSTOPS FOR ALL PARKING STALLS. PROCESS I11 Drawing Title KEY MAP GRADING PAVING P AND springline design Civil Engineering I Site Development I Transportation Revisions No. Description Date 1 Process III 6/13/2014 Response Drawn by TG Checked by ME Date 03/01/2014 Project No 212023 Consultant Project No 13003 Owner Project No 3131 Western Avenue, Suite 501 ph 206 957 8311 Seattle, WA 98121 fax 206 957 8313 Drawing No C4.,23 MATCH LINE - SEE SHEET C4.14 EX. ROW LINE (TYP) REMOVE AND REPLACE EXTRUDED CURB JIFFY LURE .......... 20 0 20 SCALE: 1 " = 20' DATUM VERTICAL DATUM: NGVD 29 HORIZ. DATUM: NAD 83/91 SEE SITE SURVEY FOR BENCHMARK AND ADDITIONAL INFORMATION. LEGEND ACP OVERLAY ASPHALT CONC. PAVEMENT ASPHALT WALK/PLAZA GRAVEL SURFACING, UNO a' CEM. CONC. WALK CEM. CONC. PAVEMENT — —175— — PROPOSED CONTOUR NOTES 1. SEE SHEET C1.0 FOR GENERAL NOTES. 2. FINISH GRADE INDICATED IS FINAL SURFACE ELEVATION FOLLOWING PLACEMENT OF ALL SURFACING MATERIALS. 3. SEE LA PLANS FOR ADDITIONAL WALKWAYS. 4. PROVIDE 4' WHITE STRIPING AND WHEELSTOPS FOR ALL PARKING STALLS. KEY MAP s � 1C9 Q. springline Civil Engineering I Site Development I Transportation SRG PARTNERSHIP, INC 110 UNION, SUITE 300 SEATTLE, WA 98101 206 973 1700 SRGPARTNERSHIP.COM PROCESS III Drawing Title GRADING AND PAVING PLAN Revisions No. Description 1 Process III Response Drawn by TG Checked by ME Date 03/01 /2014 Project No 212023 Consultant Project No 13003 Owner Project No Date 6/13/2014 MATCH LINE - SEE SHEET C4.34 3131 Western Avenue, Suite 501 ph 206 957 8311 Seattle, WA 98121 fax 206 957 8313 Drawing No C4.,24 a C� MATCH LINE - SEE _ w-: I SHEET T C4.21 11 1 WWWWWWWWW _ ....._ II WWWW i r, I::�u _ _ i W , # I::II 1 1 WWWW I / III ► 111i I WWWWWWWWW 1 I / /III I � FF- -- �II1iI.I 1-;��I'"I :"r1 I r�� I,II�IlI� I^1/I 1, : .I I s1I l lIl/III�I;�� ;Ii `1-I / :I/•I- '_ IIII ;IrIfI_:.;%=IIIIII.i: �I I.I.,I;�I>`•:: :\:Ir/ \•\ II j1 1/ \\/ \ /1 /1 �E,j /I.3 Iif`\/ \\I,I \/• 1�\.II .I , .�AWWWI \= IWWWWWWWWWWW' WWWWWWWWWWWWWWWWII \�I WWWWWWWWWWWWWyWWW\,1 1 '; �i:I\WWWWWWWWWWWWWWWWW.I. , `I WWWWW�WWWWyW\ WWWWW_WI `I1WWWWWWWWWWWWyWWWWW I p\I WWW.WWWW,WWWWWwyW \I1WWaWWWW\WWWWWWWW 'I / \I I\I WWW•1 ,\~/\ 1/�I d/\3 1 s/I1i /I ,"•:I:`i I I• ..w "lI.�>I:I :.II CI{.:i..:?":`-.�:;.3�::.:-�.:.t/i.'.".:i �`:,�.t`.:•�T. ;.� _I '?I: I: I I, .'.- �Ic ` ; — -.. , RPST E �s.PI: SER,S w�'0�'r793;009`? .�... _. EXISTING sI c,ROPERTYPLINE (TYP) ....--- ... _ _ _ _ lli ,7261lM CN 15,17 _-- _ _ _ :- ,_• ,\ i` Y< d; 0� KI: L . p y i 0919000,8 J _ _ �T" E — 43.3 , I1U_ETES 091900018� CONCESSIONS DETENTION POND L MAX W.S. 437.0 BOTTOM 430.5 7 _f rx COOK 0191900017 • _- ., _z- _ MATCH LINE - SEE SHEET C4.41 20 0 20 SCALE: 1 " = 20' DATUM VERTICAL DATUM: NGVD 29 HORIZ. DATUM: NAD 83/91 SEE SITE SURVEY FOR BENCHMARK AND ADDITIONAL INFORMATION. LEGEND ACP OVERLAY ASPHALT CONC. PAVEMENT ASPHALT WALK/PLAZA GRAVEL SURFACING, UNO CEM, CONC. WALK CEM. CONC. PAVEMENT — —175— — PROPOSED CONTOUR NOTES SEE SHEET C1.0 FOR GENERAL NOTES. 2. FINISH GRADE INDICATED IS FINAL SURFACE ELEVATION FOLLOWING PLACEMENT OF ALL SURFACING MATERIALS. 3. SEE LA PLANS FOR ADDITIONAL WALKWAYS. 4. PROVIDE 4" WHITE STRIPING AND WHEELSTOPS FOR ALL PARKING STALLS. KEY MAP springline design Civil Engineering I Site Development I Transportation SRG PARTNERSHIP, INC 110 UNION, SUITE 300 SEATTLE, WA 98101 206 973 1700 SRGPARTNERSHIP.COM O O 0C v H CA z MC MC S 0) U = y opt A a M O 4� C ■a � co 0 3 r L L6 u O M d 2. PROCESS III Drawing Title GRADING AND PAVING PLAN Revisions No. Description Date Drawn by TG Checked by ME Date 03/01 /2014 Project No 212023 Consultant Project No 13003 Owner Project No Drawing No 3131 Western Avenue, Suite 501 ph 206 957 8311 Seattle, WA 98121 fax 206 957 8313 C431 MATCH LINE - SEE SHEET C4.23 --- - - - - - - - ---------- MATCH LINE - SEE SHEET C4.43 ST�8 3563 RIM=467.95 C^ 7\/ll C IC_ACZ 7f1 FF 467.0 1 ANTENNA ' =1 DATUM VERTICAL DATUM: NGVD 29 HORIZ. DATUM: NAD 83/91 SEE SITE SURVEY FOR BENCHMARK AND ADDITIONAL INFORMATION. LEGEND ACP OVERLAY ASPHALT CONC. PAVEMENT Y ASPHALT WALK/PLAZA GRAVEL SURFACING, UNO CEM. CONC. WALK a CEM. CONC. PAVEMENT — —175 — — PROPOSED CONTOUR NOTES 1. SEE SHEET C1.0 FOR GENERAL NOTES. 2. FINISH GRADE INDICATED IS FINAL SURFACE ELEVATION FOLLOWING PLACEMENT OF ALL SURFACING MATERIALS. 3. SEE LA PLANS FOR ADDITIONAL WALKWAYS. 4. PROVIDE 4' WHITE STRIPING AND WHEELSTOPS FOR ALL PARKING STALLS. KEY MAP SRG PARTNERSHIP, INC 110 UNION, SUITE 300 SEATTLE, WA 98101 206 973 1700 SRGPARTNERSHIP.COM O O v H O MC O U ■� U) ■u 3 M O y o O ;3 -C low (a ra L6 � O M d LL PROCESS III Drawing Title GRADING AND PAVING PLAN Revisions No. Description Date 1 Process III 6/13/2014 Response Drawn by TG E Checked by r ME j g Date 201¢ 03/01 /2014 ,�R9 j Project No 4 �V,q1, 212023 Consultant Project No 13003 nrinOwner Project No dine design e P Civil Engineering I Site Development I Transportation Drawing No 3131 Western Avenue, Suite 501 ph 206 957 8311 C433 Seattle, WA 98121 fax 206 957 8313 7t iz C3 a a mi s U Q a 6 0 a w U Ll U 0 ry LZ ■— _�`\a7 ■ i r� ■ Cr ■ GAS d' I REGULATORL_U j U• f � FF=468.83 W /f 00 W 1— J I GRAVEL` , �I■ �..._� �� _ jt 2„U t 8„ U • )li 'I GRAVE fl ' { � 18"U ,'12 U 1 ' li- � :i MATCH LINE - SEE SHEET C4.24 MATCH LINE - SEE SHEET C4.44 { STCB �81 j RIM=4 9.9 1 f�W I E = 76.01 f A {{ {{ lfl { {{f / 3 U f� { f{f e ! 3"U 4 { i J JV 3"U a j{ ` " { EX. �,6/PROPEOTY 2 C / r LINO (TYP) % { f{f Q { TCB 81 4 IM=47 2 YP - 4 6 a. �"M 12 0W IE-4 5 3 { /// T RN 14 n { 2"C / /( f c0 1 � Ali- l IG Q) 1( RIGHT OF -ENTRY y REC. Na./ 0071224000368if 24M o // L. / _ f llll lfI Yf / f/11/ Ill / / !STCB 8113 L6.95 f 12" IP W IE=473.36 M H O !� N 20 0 20 SCALE: 1 " = 20' [DATUM VERTICAL DATUM: NGVD 29 HORIZ. DATUM: NAD 83/91 SEE SITE SURVEY FOR BENCHMARK AND ADDITIONAL INFORMATION. LEGEND ACP OVERLAY ASPHALT CONC. PAVEMENT ASPHALT WALK/PLAZA GRAVEL SURFACING, UNO a CEM. CONC. WALK CEM. CONC. PAVEMENT — —175— — PROPOSED CONTOUR NOTES 1. SEE SHEET C1.0 FOR GENERAL NOTES. 2. FINISH GRADE INDICATED IS FINAL SURFACE ELEVATION FOLLOWING PLACEMENT OF ALL SURFACING MATERIALS. 3. SEE LA PLANS FOR ADDITIONAL WALKWAYS. 4. PROVIDE 4' WHITE STRIPING AND WHEELSTOPS FOR ALL PARKING STALLS. KEY MAP springspringline design Civil Engineering I Site Development I Transportation 3131 Western Avenue, Suite 501 ph 206 957 8311 Seattle, WA 98121 fax 206 957 8313 SRG PARTNERSHIP, INC 110 UNION, SUITE 300 SEATTLE, WA 98101 206 973 1700 1110411TOW-1 a", n111IONSII11111K61i•I PROCESS III Drawing Title GRADING AND PAVING PLAN Revisions No. Description 1 Process III Response Drawn by TG Checked by ME 1 /2014 Pro eel No 212023 Consultant Project No 13003 Owner Project No Drawing No Date 6/13/2014 C434 MATCH LINE - SEE SHEET C4.31 j f 38 STMH 8048 RIM=441.01 a� ■ 10" CONC N IE=433.59 - X 8' ! \9- / ,;_.. ..., :.° 15" CONC E IE=433.59 ® - _ILI L - I i ` # 15" CONC S IE=433.49 _ - W- " X ! I \ LADDER W - - - i f � 1 `.� `},mot. ..e�. \�...'•�: '` _ � � I ■ x X/ ��_ - to 5'.tf ,��i•V Y.: T PARKER / 0919000170ri i 8.5' ( # ` (TYP.) ` � t W-1 - - PARKER I, ! 0919000170 r I 00 I - . LENTZ 0919000165 I! 1 °:1 :• LO ■ ASPHALT THICKENED CN ! ! EDGE s ! I \ • C-4 FIT 00 f 1I ■ l \ GRAVE i_ \ ■ C C C C C C\ C C C C C C C C C C C C■� C °Y, I I W 8 18"F ! ! .:. I I I I --- . EX ACP DRIVEWAY ! ! RAMP TO BE ' STALL STRIPING (TYP) W ! ! ! RECONSTRUCTED TO I I I AGCOMMODATE ROW CEM. CONC. VERTICAL 3 TA`L Z CURB (TYP) ROCKE I =J IMP VEMENTS N � ■_ LEE ATE o Q 0919000160 ! l �.`: _ IN . . . . . . . . . . . .r]y.WQ��y�. .. . y. . .. t �( W � W � CE3 575 RM= �\ . . . . W W . . . .ST6B UJ RlIM-433.24. CONC E _ 43 ,� � �- _ �. _ .437� fit" co�� 1�=4�Q.�6 � 18" NC W IE` ! : A�� UJ `"il- �-- 43-7 " Ic y=431.57 . . . . ... �" . . . . s' INC N I = STCB 1645 RlM=433.42 ! TJJ .i 8'�OfvC W IE=3'1.1- -� • • W • • 1 IP IE=430.57 - R T 2' N E -241 - - 24" CONC E IE=429.25 f�� 2 18" CONC W IE=429.99 1 r k 1� �_ PIPE S HAS PLASTIC COVER 24\\ UNABLE TO DIP 6 C .'3 s �; - - i>=-3-2-- - - - - -- - L�f - 6WOOD LADDER N - X �•.- Jr-•T �= X= X 03s- OP OP 1 4-�54J • tj • !log ,� . I� ■ i ---T--.._.T- °- SHEETS C6.0 C6.2- T- - _._..- - T - - -. - - T I SEE - FOR S. 308TH ST ROW IMPROVEMENTS.-_ ARROW (TYP) _ 5.91 -LI S 308TH STREET _ _ �� S- __ -�- -S- - _ - -S- - �- N W NO PARK _43-3 X _/ 8"F 4,>F 6"F 4» F 4„F 4' F 8"F 6"F STCB 1454 RIM=432.92 4"U STCB 1470 RIM=433.70 4"� STCB 1455 RIM=432.92 30" CPP S IE=426.78 8" IP E IE=431.34 12" CPP E IE=430.96 312" CONC N IE=430.74 0" CPP N IE=427.05 10" PVC W IE=426.10t 8" IP W EE=430.93 W PIPE HAS CAP 6" FLEX S IE=431.01 BOTTOM VAULT=424.31 LADDER SE 433-- _ - - - T_......_.e - - - T- - EX. ROW - LINE-(TYP- - - , PROP. ROW ■ LINE (TYP) i S- _ T G __._ - _..._ ____ ____ G S-- ---S 4 F 6776"F 6"F SSMH 1448 RIM=< 8" PVC E-1 ■ CENTER CHANNEL=4� LADDER N FLC ■ I ■ ■ I ■ I 20 0 20 SCALE: 1 " = 20' DATUM VERTICAL DATUM: NGVD 29 HORIZ. DATUM: NAD 83/91 SEE SITE SURVEY FOR BENCHMARK AND ADDITIONAL INFORMATION. LEGEND ACP OVERLAY ASPHALT CONC. PAVEMENT ASPHALT WALK/PLAZA GRAVEL SURFACING, UNO a CEM. CONC. WALK CEM. CONC. PAVEMENT - -175- - PROPOSED CONTOUR NOTES 1. SEE SHEET C1.0 FOR GENERAL NOTES. 2. FINISH GRADE INDICATED IS FINAL SURFACE ELEVATION FOLLOWING PLACEMENT OF ALL SURFACING MATERIALS. 3. SEE LA PLANS FOR ADDITIONAL WALKWAYS. 4. PROVIDE 4" WHITE STRIPING AND WHEELSTOPS FOR ALL PARKING STALLS. KEY MAP spriniqlinev s Civil Engineering I Site Development I Transportation SRG PARTNERSHIP, INC 110 UNION, SUITE 300 SEATTLE, WA 98101 206 973 1700 SRGPARTNERSHIP.COM PROCESS III Drawing Title GRADING AND PAVING PLAN Revisions No. Description 1 Process III Response Date 6/13/2014 Drawn by TG Checked by ME 2014 r Project No 212023 } Consultant Project No 13003 Owner Project No Drawing No 3131 Western Avenue, Suite 501 ph 206 957 8311 Seattle, WA 98121 fax 206 957 8313 C4n4l VAL,& ',. / f j i ' F z �'LAN I Lt< I - LADDER N o x . . . . . ........ S ..... . . ..... ..... . .... . ...... .... 12' !(Ylib IN! 11E. r�,!5 2, 4 + — - ----- - "W . . ..... E W ICMP' --�4447, \ 49 ' ._-_- D D ... ...... . . W . ... . .. . ..... - - ------ - . ..... D D 2 D A% D. . ..... . ...... —D L L.'DDEI,) D W— L . . ...... ..... J 04-lii 36 CONC W:tat V,E=4,YN�96 .43A3 RM=4-13.2-6 W- V NE I fE 4 3 6, 0 .8, 6 12" "'ON M N ---Is ............ x ..... . .... -X; . .. ............... x -'ONC E=43n.�,Cl 8" ..... . ..... x x x X 7— XP--' . ........... . x X x IF— ..... .... ... I 17 1�177 -1:7=444,60 F=444,44 PARKING Z-Z-4L-L. NO PUKING V\/ F: =458-51 J■ N ONE 'MAY EXTEN 7' 0, F I IE 5H)WN (111 (:;EWER C'AR 5056 H( H Id ■ �Nl "RA VE -q C C C C t.Vi Cf) 7 < STRIPING (TYP) rim 442 ZSTALL Ld <! 32.02 5C 83 3 0. RR TIES M Z- flCK op7— .. . . . ........ T . .... - — - ---------------------- ------ ... . . ...... . . ....... ...... . . . ..... . ...... . .. 06 S T CB 1447 RIM=433,K84 7\ I '-' 0 SE 12" CPP W IE=431.42 12" CPP E _E=431,44 ■ ■ ■ ■ F S -C13 4216 RIM;=454,57 6 CONC N 1--.453.02 6" CONC S 1 4 04AU- CAN HEAR BANGMU FROM 35103 F-F=458,52 x r 4. i J, FOOD SERVICES BUILE-NING V, STMI 4279 -R.M=456.97 'M P N CI? `'I p 56) 36" CMS 'EX ?CP DRIVEWAY LADDER E IRAMP TO BE FACUTY 11 PIED 36' CIMP AT MAN1101 ES F=158.54 IRE , VSTRUCTED TO FIELD VERIF LOADING' DOCK ER 1989 AD-U/M0D -C2 DA-IED 3-7-89 AC OYMODATE, ROW 36" CIVIP -1989 ADD/MOF'i C2 DAIIII-) 7 11 89 lh"OVEMENTS'� 481' CMP PER . ...... . . . . ............. . . . i LIU 'T'13 420n RIM-454.54 -J. CONC N U E Y 0 < Ff�-=45&511 "7� t F-=458.53 01 5,�CB 1107. 4 \RtM=454,32 COIC W I�452.90 �F:.446,54 z �44 7 Ot�ri \' E � { ;�\ t � � \� �� ..,�\ � Cry\\ ..�� W r ~W"`•'r,3\W �, HIVI +-46 P R I 45,1 v -z— _ P� s 77— A LQ 7 Wf --7L -NZ 7-7 7 . ......... W- .. .... ....... N .......... lk- > . ...... J MEZ: . . .. ........ T— .. . . ..... . T- 4 . . . . ...... . . . ...... . ............ .. . CTIONAL . . .. . ....... z�' .. . . ........ ............ . ........... -PWED. ......... ...... ARROW,- �TYIP) . . ....... - — ------ - - . . . . LINE ...... . . . ........ --11 . . . . .......... . I ... . ROF47ROW. SEE SHEETS C6.0 -'C6.2 .......... - LINE (Tl P) %3 STREET FOR S.\308TH ST ROW . . ....... . . IMPROVEMENTS . . ... . ............... — ------------ ....... -T. . ..... C� - -------- - S71- S - ------------ 7L5= . .... . ...... S S— ... . . ..... . . . ......... . . . ............ S— DRIVE! WA� A \> DRIVE WAY Q . .... <.- /-vump 71" Z' ............. ............ Z.- E . ..... ... 0 L -V X, xXX X x t,* --x X-X- x STC-q A 3, 2 RIM=4,39,3-i 6"F 12" -PP E 'E A.." 7,55 12" CPP W 5-,TC8 1089 RIM=44`5.48 8" CONC S IE=440,63 12" CONC E IE=440,60 12 CONC W !E=440.59 Q ir �'4 W W W L. ... ... W C0 W Z -J X 10 Q S± V HR-78 I r-1 4z. 12" C-MP N ■ 6 CIAIP 122 OF F m 12 CONC 1E=450.57'■ ■ .... ...... .... .... ........ D BUS PEDXING ■ STCB 685 RIM=4! 12" CONC E IE=4 .2" CM- S I E = 4 ■ 12" CONC W IE=4 c-3SMH 686 R!l'; ■ 8" CENTER CHANNL.L' 20 0 20 1 Emmmmmil SCALE: 1 " = 20' DATUM VERTICAL DATUM: NGVD 29 HORIZ. DATUM: NAD 83/91 SEE SITE SURVEY FOR BENCHMARK AND ADDITIONAL INFORMATION. LEGEND ACP OVERLAY ASPHALT CONC. PAVEMENT F777777 —771 ASPHALT WA LK/PLAZA GRAVEL SURFACING, UNO CEM. CONC, WALK CEM. CONC. PAVEMENT 175_ 'ONTOUR PROPOSED C NOTES 1. SEE SHEET C1.0 FOR GENERAL NOTES. 2. FINISH GRADE INDICATED IS FINAL SURFACE ELEVATION FOLLOWING PLACEMENT OF ALL SURFACING MATERIALS. 3. SEE LA PLANS FOR ADDITIONAL WALKWAYS. 4. PROVIDE 4" WHITE STRIPING AND WHEELSTOPS FOR ALL PARKING STALLS. KEY MAP SRG PARTNERSHIP, INC 110 UNION, SUITE 300 SEATTLE, WA 98101 206 973 1700 SRGPARTNERSHIP.COM PROCESS III Drawing Title GRADING AND PAVING PLAN Revisions No. Description Date Drawn by TG Checked by ME Date 03/01/2014 Project No 212023 Consultant Project No 13003 Owner Project No Drawing No wk9=454.58 EE=447.88 1 E= 446.04 ■ 17`-_�45.7 8 N=449.88 ADDER SE r� STCB 661 RIM=455.09 12" ADS E IE=453.15 12" CONC W IE=453.09 MATCH LINE - SEE SHEET C4.33 2" ADS E iE=454.04 12" ADS W IE=453.97 8" CONC N—E—W CENTER CHANNEL=451.07 LADDER S 1S7r FF 464.5 T—------T OP - PI ■ ^I IrWn ■ Y+ IW • fA II .W I� I� .Q 8 ■ HANDI �RAiLS 36"0 - • i I 1 ■ —T OP ■ -NO PARK —�_ G— ■ 4R� t i �I I ■ I ■ I I .......... ........... 20 0 20 SCALE: 1 " = 20' [DATUM VERTICAL DATUM: NGVD 29 HORIZ. DATUM: NAD 83/91 SEE SITE SURVEY FOR BENCHMARK AND ADDITIONAL INFORMATION. LEGEND ACP OVERLAY ASPHALT CONC. PAVEMENT ASPHALT WALK/PLAZA GRAVEL SURFACING, UNO ° CEM. CONC. WALK CEM. CONC. PAVEMENT _ -175- - PROPOSED CONTOUR NOTES 1. SEE SHEET C1.0 FOR GENERAL NOTES. 2. FINISH GRADE INDICATED IS FINAL SURFACE ELEVATION FOLLOWING PLACEMENT OF ALL SURFACING MATERIALS. 3. SEE LA PLANS FOR ADDITIONAL WALKWAYS. 4. PROVIDE 4" WHITE STRIPING AND WHEELSTOPS FOR ALL PARKING STALLS. KEY MAP . 10,e < s w ndesign Civil Engineering I Site Development I Transportation 3131 Western Avenue, Suite 501 ph 206 957 8311 Seattle, WA 98121 fax 206 957 8313 SRG PARTNERSHIP, INC 110 UNION, SUITE 300 SEATTLE, WA 98101 206 973 1700 SRGPARTNERSHIP.COM PROCESS III Drawing Title GRADING AND PAVING PLAN Revisions No. Description Date 1 Process III 6/13/2014 Response Drawn by TG Checked by ME Date 03101 /2014 Protect No Consultant Project No 113003 Owner Project No Drawing No C4n43 ■ ' j' j I 4 I I ■ I <'i L...AM PER 1989 ■ Ack � V ■ '�- .:.�=y-: its � •:,�..). K... . .. . .. .- �' ru 7-, All V W HC;, r co /,; W _ Al UJ co W v4k, i FF I'so < ■ I I 3jF[ r— 1 ;t .... _.._.._ __„x-'�':."-..ram ........_. . T ....� ■ _ L i _ ■ STC6 549 1RIM=41 .... ........ ..�.e_.__.......... _ _____ _. 12 ADS E IE 1.W 2" ADS NE E= 59.0 � E ,EIS Lf.;4':ER r MATCH LINE — SEE SHEET C4.34 — — — — — — — — — — — J I I I / I I I � ;SMII 893 RIM=470.66 8" PVC W TER CHANNEL=462.20 LADDER S '3JUB t4/ K1M--4/4_fS 12" IP N IE=464.55 12" I IE=464.53 8" ADS SW IE=464.96 PIPE WEST 'AS COVER LADDER N 'UTILITY RISER f 1IfIf f#•hpz Al / STMH 53r,' RIM-47 e#914 i h, I1 1?." F' V II.-465.91 # #31 /# { Ey"'; IP /NEPE=46`/,:.7 k f 6s> 0NO S IL W.4404 t� It, 4fi #Ile# ( J {�81 SfMH 539RIME='700 54 (SiPE N IL46.4.(5�_ q 'iE ## 4,NABLE T0 SH S furl E {{ # t # # {.` /II # # R DRA:NAVE( EASE,M Nadi` t if 4.. C #' j r�;} No. '2Ll.. _7122�- 0636Ti (# #Jjj _ l ( {J tft ¢aii VVY✓' ,f t ,' r 0•� 6 82. L1{ I f { f # '�........1 Sw476T,VfP{ f f' { ,� RR r ! t It, , I r'' i if#{' Al RIGHT—OF—IE tR#�'' # }`�.Q0' �i#i� qIEC.: No.r 2, „}lI ``�/��/��`ri.tiry G. `''{./ V 1, .,: OW/PROPERTY/ LINE Ey!�JJ TpY�� F## r. c �5 7 # 1 li, j STC- J3E:a£:�', F1M='�tJ.7 r t# ' {' € \\ i PIPE] N E= A`1. F t " PIPE S IEzg': f fti ' b'!'64. 15 C t UNABA;_E/Pf SEE SI'E,.if yPt. If M11:-1,111 iSTC —744 ql!M= 74.0_G ' IF) SE' IE=4: C.2{ {t ,t, +I lj t it {# LL oil f j iji# f t »'vvv//888( / + jf hi t, r— Sii<!4I 53 I I2iltl=r4.5> f (�M�� 7 P —6iR.�{ E� C, #i 1 { { III G hii f # I , { # / C.; #E { f### # f#f# 7 # f. 1 t f t i €f f f##f{ A I I kill" Q i f f is {t j i (Y✓7 ( 20 0 20 SCALE: 1" = 20' [DATUM VERTICAL DATUM: NGVD 29 HORIZ. DATUM: NAD 83/91 SEE SITE SURVEY FOR BENCHMARK AND ADDITIONAL INFORMATION. LEGEND ACP OVERLAY ASPHALT CONC. PAVEMENT ASPHALT WALK/PLAZA GRAVEL SURFACING, UNO CEM. C.oNC. WALK CEM. CONC. PAVEMENT _ —175— _ PROPOSED CONTOUR NOTES 1. SEE SHEET C1.0 FOR GENERAL NOTES. 2. FINISH GRADE INDICATED IS FINAL SURFACE ELEVATION FOLLOWING PLACEMENT OF ALL SURFACING MATERIALS. 3. SEE LA PLANS FOR ADDITIONAL WALKWAYS. 4. PROVIDE 4" WHITE STRIPING AND WHEELSTOPS FOR ALL PARKING STALLS. KEY MAP � springline � Civil Engineering I Site Development I Transportation SRG PARTNERSHIP, INC 110 UNION, SUITE 300 SEATTLE, WA 98101 206 973 1700 SRGPARTNERSHIP.COM 0 O MC OC 0 C 0)0 a M O O � _I co — a3 O r L � O V) 4)U. LL PROCESS III Drawing Title GRADING AND PAVING PLAN Revisions No. Description Date �4' 1 30714 STY0 %NAL Drawn by TG Checked by ME Date 03/01/2014 Project No 212023 Consultant Project No 13003 Owner Project No Drawing No 3131 Western Avenue, Suite 501 ph 206 957 8311 Seattle, WA 98121 fax 206 957 8313 I I A EA oorr Ek • 425 PROP. FINISH- GRADE BOTTOM ELEV. 430.50 i i i DETENTION POND SECTION LOOKING EAST SCALE; HORZ. 1 "= 20' VERT. 1 " = 5' ERR PROP. FINISH GRADE m 425 DETENTION POND SECTION LOOKING NORTH SCALE; HORZ. 1 "= 20' VERT. 1 " = 5' BOTTOM ELEV. 430.50 POND OUTLET ___\ . PROP. FINISH- GRADE . . BOTTOM ELEV. 430.50 MR ERR 425 e 0 425 SRG PARTNERSHIP, INC 110 UNION, SUITE 300 SEATTLE, WA 98101 206 973 1700 SRGPARTNERSHIP.COM O O s v y O = O S 0)0 t� � M A � H o0 O a � � a n M e- o O M y N. PROCESS III Drawing Title POND SECTIONS Revisions No. Description Date 1 Process III 6/13/2014 Response Drawn by A TG 1 Checked by ME C Date �/ °� 03/01/2014 '�- l f'Ypject No �F <�Ze 212023 Consultant Project No " 13003 springline Owner Project No Civil Engineering I Site Development I Transportation Drawing No 3131 Western Avenue, Suite 501 ph 206 957 8311 C4.,45 Seattle, WA 98121 fax 206 957 8313 _ .:.._ ~5MP14-- n i r r fCUR AND tUTTER- __ _ .. __. I , _..... _ _.._.._ 15MPH i I LEND 091911-1'002 n i 480 475 470 465 12" 4..''S 1:-.,=4 3,4.1 r x __.x ......_ y ..... x ._..... ..._X...X ikY 460 . . . . . . . Ew �fxiyjl ST- . 772 RIM-=443.93 2." _ONC, S 1 .=4,10.21 I2" --ON,-, N IE=440.2 ' ?„ ADS _ iE=441.53 --..._._.....__......__ . - ST('S 7543 RIM--446.15 2" ADS W IE.=44.i.`.° 2" ADS ' fE=443.55 1 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 475 I . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 10 ... 470 1C:>,. . ....... ....... .... .... .... ...... ........... ..� cD d I . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . > �. W 465 ............ ..... _ _ _ _ m . . . . . . m W . . . . . . . . . . . . . . . . . . . . . . . . Z . IJ .......... ...... ..... ... ... .... .... . . . . . . . . . . . . . . . . . . . . . . PVI STA = 65+20.32 . V. . 460 PVI ELEV-= 443.97 120.00, VC . . . . . . S . . . N . n o � �. LLi > m m DATUM VERTICAL DATUM: NGVD 29 HORIZ. DATUM: NAD 83/91 SEE SITE SURVEY FOR BENCHMARK AND ADDITIONAL INFORMATION. LEGEND !' CB TYPE-1 CB TYPE-2 48' — — — 12" STORM DRAIN (U.N.0) — 175 — PROPOSED CONTOUR — — — — SAWCUT LINE 1 ASPHALT CONC. PAVEMENT ° CEM CONC SIDEWALK 1. SEE SHEET C1.0 FOR GENERAL NOTES. 2. SEE THIS SHEET FOR TYPICAL ROADWAY SECTION. 3. SEE LA PLANS FOR STREET TREES. 4. FINISH GRADE INDICATED IS FINAL SURFACE ELEVATION FOLLOWING PLACEMENT OF ALL SURFACING MATERIALS. 5. VERIFY INVERTS OF ALL EX. SYSTEMS AT PROPOSED POC'S TO NEW LINES PRIOR TO CONSTRUCTION OF ANY NEW PIPING, AND NOTIFY ENGINEER OF ANY DISCREPANCIES AT LEAST 4 WORKING DAYS PRIOR TO STARTING PIPE LAYING OPERATIONS. EX ROW/CONTROL EX ROW ROW 30' 30' 4.5' DEDICATION 20' 5.5' I 6' i 3' STREET VARIES EX ROADWAY 6„ _.^ (TYP) VARIES _._ — SAW CUT AND MATCH EX GRADE 8" HMA CL 1/2' PG 64-22 OVER 6" CSTC S 304th ST TYPICAL SECTION NTS 2.0% 4" CEMENT CONCRETE SIDEWALK PER COFW STD DWG 3-12 COMPACTED SUBGRADE SRG PARTNERSHIP, INC 110 UNION, SUITE 300 SEATTLE, WA 98101 206 973 1700 SRGPARTNERSHIP.COM O O s Um ° s ° s CF) >1 M O N O � a n 13 4) � d Um US ti PROCESS III Drawing Title S 304TH ST PLAN AND PROFILE Revisions No. Description Date Drawn by TG Checked by ME Date 03/01 /2014 Project No 212023 Consultant Project No 13003 Owner Project No Drawing No C5mO "SHi:R C'9 .68 r .., 7'-` ■`-5 .0 t t ,�t f , ■ , vi rvv ,3 _ 68+00 I vj vv - .T- — �_ _ ...... _ ..._� CEM CONC ...... ._._._........ _ .. _....... __._- _ CURB D _-UTTER t0 -- - ---- -- — — — , — cS> W a r l it 1 A 1 Nel Z Y—r a U 2 " �,,� ,� p,�i } _':, �J ` �+s. f�>: { 3 ., f ✓ f _� Jr� —ter �_-- � ��--- �—_ --- �� _ � _ ♦ � � � '.. '�,,, ,„ 3.• � —�� _.'yam _`.^^.,.,....._ '�---- i8"MAD k _ i .. ;r EX. RO W LINES (nP�. �.._ .._. TI O, _.... ._ I - kt 2x E 0AM Are ( ' j' ; f / iO4.: .-=- r PROP- 1CONTOURS PER TE FIELD ELD PLANS I r __ ry 4\1,I I f i i i VERTICAL DATUM: NGVD 29 HORIZ. DATUM: NAD 83/91 SEE SITE SURVEY FOR BENCHMARK AND ADDITIONAL INFORMATION. LEGEND 17 CB TYPE-1 e CB TYPE-2 48" 12" STORM DRAIN (U.N.0) 175 — PROPOSED CONTOUR -- — SAWCUT LINE r", I ASPHALT CONC. PAVEMENT CEM CONC SIDEWALK 495 _L 495 ........ ............. ........ .... .... ........ .... ............._.... . ...... .... .... .... .............. ......... .................... ......... ............I .... .... ...., 490 ........................ .......... .......... ...... ......... ._...._..... 490 ■ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ■ 485 L ..... .... .... .... .... .... ... ......... .. � 485 ■ .... .... ........ ................. ............................................. NOTES . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I 1. S L NOTES. SEE SHEET C1.0 FOR GENERA ■ _ PVI STA 67+80.16 �= 466.99 b . . . . 480 480 I PVI ELEV ..... o ....... ...... .............. .... 2. SEE SHEEP C5.0 FOR TYPICAL ROADWAY SECTION. 260.00' VC ..... vi . 3. SEE LA PLANS FOR STREET TREES. o o 4. FINISH GRADE INDICATED IS FINAL SURFACE ELEVATION FOLLOWING PLACEMENT OF . . . . . . . . . . . . . . . . . . . . . . . . . + + N µ -- 475 ALL SURFACING MATERIALS. 475 _ _ ............ _ �. .......... 5 POC'S T VERIFY INVERTS OF ALL EX. SYSTEMS AT PROPOSED 0 NEW LINES PRIOR _ _ _ --- TO CONSTRUCTION OF ANY NEW PIPING, AND NOTIFY ENGINEER OF ANY APPROX. EX. GRADE . . . . . . . . . . . 3.42% . . . - _ _ . . . . . . . . . . . . . . DISCREPANCIES AT LEAST 4 WORKING DAYS PRIOR TO STARTING PIPE LAYING . . . . . . . . . . . . . . . . . . . . . - --- . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . OPERATIONS. 470 _ - _ . ......................... 470 _ _ _ _ _ _ __ _ _ +I .. ... . . . . . . . . Q QI.... .... ... ......... .... ........ _ cn �-- ■ PROPOSED TOP OF . . 465 ........ CURB ELEVATION ?. W... .. -... .... .... .... . . . . : . . . . ............ ..... ..... .... .... .... .... -117 _ — ... .... .... ............. .. .... .... 460 L r . . . . . . . . . . . . 460 Q. .......... _ _ ........ .... .... .... .... .... .... ... ...... ...... .... .... .... .... �. .... .... ......... .... .... ......... .... .... ... .... .. .. .... ..... ........■ ■ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I . . . . . . . . . . . . . ■ 455 . . . . . . . . _ _ _ C I _ 455 ........................... ....... I.... .. . ... ..... ... .... . .. ... . .... . ... .. . .. .... ....... ...... ...... ... ....... ... ....I.... 450 .................................:... . .... .... .... ....�.... 450 _. ...... I ■a ......... ........ ........................................... .... .... ........ ....... .... .... ........... ...................... . ....... .... 445 .... .... .... ...... .... . . ....... ..... .... ....I 445 L........... ■ . . . . . . . . . . . . .... .... .. ...... .. . . . .. ...... ......... . .... 440 _ . ■ L .... .... ........ ........ . .... . . . . . _ _ _ _ _ .... .... .... .. ........ . . . . . . . . . . . . . . . . . . . . . _ _ _ ....... _ ....... . . . . .... ....I.... . . . . . . . . . ■ ........ _ _ . . . ...... 440 ■ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 435 . . . ■ . . . . . . . . . . . . . . . . . . ... .... ......... .... ......... .. ....... .... ■ _ _ L _ : 435 springline design 67+00 68+00 69+00 1 70+00 Civil Engineering I Site Development I Transportation 3131 Western Avenue, Suite 501 ph 206 957 8311 PROFILE Seattle, WA 98121 fax 206 957 8313 SCALE: HORZ. 1" = 20' VERT. 1" = 5' SRG PARTNERSHIP, INC 110 UNION, SUITE 300 SEATTLE, INA 98101 206 973 1700 SRGPARTNERSHIP.COM O O 0C v y MC O s C)o •— X y 3 >1 M M O N 000 O a � ;3 O cc U u M Li PROCESS III Drawing Title S 304TH ST PLAN AND PROFILE Revisions No. Description Date Drawn by TG Checked by ME Date 03/01/2014 Project No 212023 Consultant Project No 13003 Owner Project No Drawing No C5m 1 I � •, B'• • 475 470 I ' "2" ADS W ; ■ 'E--474,78 SSM 7200 RM =480.60 15" CONC E—W t 8" P,,C N i CENTER CHANNEL 471.29 t „ !; f��P t 1 -.iE-7._. . _ ._. ?I MA I 1 8 � `1 1 < CONC W IE 8.4., C . � � fi 5 V 7 7 i i r I f . .... ' _ .. _ �._ .. __ �.. _ _.�.. ..--- - _ .. f . ___...._._. V �. - --- Yam.... f= ....._. W _....._ _- �V' K i..__--,......e......._,._,_,__...........___. � ......_._-.._....,. ...., _... i..._...._.._....__........._.._. t ._. .._".-._ ........_. ._......... f........_........._._._._....,,,._._.....,.............___....._..,.__..............__... _ ......_---_._....._...._......_ .. ...... ..._....�...._..... - ...: : X ................ S 304TH ... _ SITE GRADING AN PAVING PLAN - 6x5"'MAli ' -_ 1�2»E I \ �.. C A , ' ............. ............................-. .... .... .... ......................................... .... .... ..:..... ............. . ..................... ........ .... .. ................... ■ . . . . . . . . . . 00 O 00 ■ Cp N 00 + d- —4-06 O _ N W. fl N w .a o_ a <n w o.... .... .... .. Q 465 i 2x \2 �x4 \ A �4"k61'A - F--...... .................. . C4 '4- 00 I r\: a_ CLI --..... .... .... .. 2.13% : ... I . . I ■ . . . . . . I , .. ......... ... .... . . . . . . . . . . . . . . . . . . . . . . I . . . . ........ ... ...... z ...... ..... ....... ... J _ . . . . . . . . . U Q .. ........I.... . . . . . . . . . . . . . . . . . . . . . . . . . . . . ■ I ......... __ ...... ... .... ...... .............. . .... ... ..... ... ...... ... .. .... .... ..:.......... ....................... ..... .... ..........� ....� . . . . . . . . . . . . . . . . . . . . . . , . . . . . . . . . . ■ . . . . . . . ■ I . . . . . . . . . , I 73+00 20 0 20 SCALE: 1 " = 20' DATUM VERTICAL DATUM: NGVD 29 HORIZ. DATUM: NAD 83/91 SEE SITE SURVEY FOR BENCHMARK AND ADDITIONAL INFORMATION. LEGEND !' CB TYPE-1 CB TYPE-2 48' 12" STORM DRAIN (U.N.0) 175 _ PROPOSED CONTOUR — — — — SAWCUT LINE ASPHALT CONC. PAVEMENT a CEM CONC SIDEWALK I • , NOTES 1. SEE SHEET C1.0 FOR GENERAL NOTES. 480 2. SEE SHEET C5.0 FOR TYPICAL ROADWAY SECTION. 3. SEE LA PLANS FOR STREET TREES. 4. FINISH GRADE INDICATED IS FINAL SURFACE ELEVATION FOLLOWING PLACEMENT OF 475 ALL SURFACING MATERIALS. 5. VERIFY INVERTS OF ALL EX. SYSTEMS AT PROPOSED POC'S TO NEW LINES PRIOR TO CONSTRUCTION OF ANY NEW PIPING, AND NOTIFY ENGINEER OF ANY DISCREPANCIES AT LEAST 4 WORKING DAYS PRIOR TO STARTING PIPE LAYING OPERATIONS. 470 465 E.• 455 Em MN , 43� springline design Civil Engineering I Site Development I Transportation 3131 Western Avenue, Suite 501 ph 206 957 8311 Seattle, WA 98121 fax 206 957 8313 SRG PARTNERSHIP, INC 110 UNION, SUITE 300 SEATTLE, WA 98101 206 973 1700 AViWa&*911NEKe]T 0 0 v y ° s ° s 0)0 y M O N CID � � a r L U6 W6 M PROCESS III Drawing Title S 304TH ST PLAN AND PROFILE Revisions No. Description Date Drawn by TG Checked by ME Date 03/01/2014 Project No 212023 Consultant Project No 13003 Owner Project No Drawing No C5m2 EKG 475 470 0 0 Go --F A� 1 ` co W z J I ■ ■ 2. 74+00 APPROX. EX. GRADE PROPOSED TOP OF CURB ' ELEVATION CV00 O 0� o c0 + � r` II II ail > 5:a CL 75+00 2.09% SSMH 7052 RIM=490.51 15" CONC W 8" CONC E—NE---S=—S CENTER CHANNEL=475.77 8" CONC E IE=485.91 LADDER N 12" CONC iE=488.86 SIGN WITH Io t` LO 0 aI a I � I I I I 2"C SSMH 7053 RIM=489.94 8" CONC SW--N 6" CONC E 20 0 20 SCALE: 1 " = 20' DATUM VERTICAL DATUM: NGVD 29 HORIZ. DATUM: NAD 83/91 SEE SITE SURVEY FOR BENCHMARK AND ADDITIONAL INFORMATION. LEGEND CENTER CHANNEL=476.48 i ADDERS 0CB TYPE-1 C i 12"R i STOP W 1 — — CB TYPE-2 48" - - — — — 12" STORM DRAIN (U.N.0) cif _ 175 — PROPOSED CONTOUR SAWCUT LINE OUNQ 1T BRASS t> U' DISK WITH PUNCH 77+ ASPHALT CONC. PAVEMENT 1= _ — 7: R � r 20' �— CEM CONC SIDEWALK / r TURN r- OP 475 470 r _ATT CABINET Ll �`--r` 27 'F STCi3 6609 RIM=488.72 1 12" CONC E IE=486.92 V' i C 26"C NOTES 1. SEE SHEET C1.0 FOR GENERAL NOTES. 2. SEE SHEET C5.0 FOR TYPICAL ROADWAY SECTION. 3. SEE LA PLANS FOR STREET TREES. 4. FINISH GRADE INDICATED IS FINAL SURFACE ELEVATION FOLLOWING PLACEMENT OF ALL SURFACING MATERIALS. 5. VERIFY INVERTS OF ALL EX. SYSTEMS AT PROPOSED POC'S TO NEW LINES PRIOR TO CONSTRUCTION OF ANY NEW PIPING, AND NOTIFY ENGINEER OF ANY DISCREPANCIES AT LEAST 4 WORKING DAYS PRIOR TO STARTING PIPE LAYING OPERATIONS. RFSt UN FDF WA sprinclime, 1p Civil Engineering I Site Development I Transportation SRG PARTNERSHIP, INC 110 UNION, SUITE 300 SEATTLE, WA 98101 206 973 1700 SRGPARTNERSHIP.COM PROCESS III Drawing Title S 304TH ST PLAN AND PROFILE Revisions No. Description Date 1 Process III 6/13/2014 Response Drawn by TG Checked by ME Date 03/01/2014 Project No 212023 Consultant Project No 13003 Owner Project No PROFILE SCALE: HORZ. 1" = 20' VERT. 1" = 5' 3131 Western Avenue, Suite 501 ph 206 957 8311 Seattle, WA 98121 fax 206 957 8313 Drawing No C53 R A V,_ - \ I i .._ _......_ ____.... I , 3 [ \,� i GRAVEL ._.... 3 I� 9 , I ,• � �� [ \ : PROPOSED CONTOURS I # j� STORM DRAIN PER ONE PER ON SITE GRADING ■ LEE -_ 1 , 4. „ ice; ; \` AND PAVING PLANS i 0919 00 ° 60 __ SITE PLANS (TYP) - I I ' /\```I\ S:Cp R;w I.zl�,b..J2 S'CE3 5 �; 8#M=433.24 N - \�8' C0NC E I 430,83 ;j / � -}- I , _ � ;, — — _ — —ma's [I' - 31.51 > � ' F N .03 ;CB 45 R4P�-433.42 -? i \ - �C'N; 4 �# 1.�`t RR TIES • _ i # n2 iP I`��' IE"_'�-J'.i.,i7 P ��_ �`t� 3 Tfj F .......� ._ ._.-....._..._.. 4 CON' c. I_.- 1-�9 I _._._._ _...., 1>, r�J#`C '�d jE-429,99 6 -._ r j� —f� - -_�- —_ �r� ■ ��— P HAS L ST.0 COVER ........ �. ( j j `C 1,-:r- - — ;�`_ —� _;�3.. _z= i �f ' .Iiei�i1 i I , UNABLE _,-. .. a �� T� t J� _ LADE R N a :. • " '- — W _ '""'a'' __-_..r_ = �._' �. ., __ _ .. ■ w� • —� -ten __.... n_.._,�._ ._..._-._. .. •. . . . -: :•.-.--�.�.:: {�:;.r, �.�.-�W��''�-ri-.-`:! .._°_mm � �< _ __.•i-.;�.._1,.� ` -+.s W., 1. _- �_....• " - <_ _ 40 DRIVEWAY w. -.... EX ROW » ....._ _? ........ _ - ■ -_ .._. �. . .... 13+00 _ _.,, ENTRANCE I j 124 SD CL CONG. _ 24, SD ...._.._._... �_ 1-,. �' 14+00 _16+00 LINE (TYP) - CURB A TYP - .., 15+00 AND GUTTER _ - _-_ `; __._ ..__ .._.._ _.. �._I<._ CONNECT TO SDMH `p _. ECT TO < _._,.__ (SDMH PER ON SITE iPROPROW(VN LINE TYP X SD TO I _." _._ _ _. ....._ .... _ ...... SOUTH H ST. _. _..._ _ __..... _ _.... _..... _. _. _ _ LAN =:.-. in- - -- — _ __. K� -ram•• - d# .._............�:',_.— _ _n.G__�___ ...._.s.... _NC PARK —^ - _...... _ _— --------- . ......_�...._5p ._..-_- --� _ /p ` X .. Y =x -.._ — _""_'_ v e..._..._.._. _ _ •„1 .ram--. ._._.._.___ _ h _.. 6 F x 4„F - 1r i f ;< 6'F :- 1� \ f�"F 4'F /._ �r44Z _y Y_ r € n �° z 8. l -Si ,is .<54 R11-432.92 4"F 6"F a 6 I _i =h� TCB 3455 RI 4"u�. �� -- �._ SSMII 1�48 � IM=� 54. E 8' I21v9 _ _ -43.. So cPP S iE =4"2& 7 > j, ... _ ... 12" CPP E E-43u.96 r - { k j- e S '.Chi ' A. , ^ 8 I: E I:::-4;31_54 12" CONC N F-4^ r ^� Phi{: E-:v JE 12 _PP ^41 -E=431.42 30" CPP N !E=427, .�5 3 •. ; 4 10" PVC W iE--426,10� __ LATER CHANNEL-, 42 .C3 I"' ,YA1 __ a til �z12" CPP #E=4.31.4-4 'All r.:;H u Ica rE P-v c LADDER N FLOW ;td _�- 465 Ea 455 C _ 450 445 . . . . . . 440 . . . . . . . . N M41 425 -13+00 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . + . 455 ' co _ r _ . . . ■ Q . . . . .co . . . . . . .W . z . 450 ■ I . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . U . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ■ Q . PVI STA = 1 "5+49.19 ' 445 PVI ELEV = 432.80 ..... ■ 120.00' . VC ' . . . . . . . . . . . . . . . . . . . ■ . rn C6 rn c I 440 o r p ---- a + o + I Co `� + M . . . . . . . . . . . . . . . . . . . �. `- . . . . . n . . '- �- . . . . . . . . . . . . . . . . . ■ II. . � w j I Nw . . . . . . . . . APPROX. EX. . . . . m °' . . . . . . . . . . . . . . . . . . . 435 GRADE . . . . . . . . . . . . . . . . . . . . . . __ _ __. _ _... _.._". ........ ............ ...... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ■ PROFILE SCALE: HORZ. 1" = 20' VERT. 1" = 5' 5.5' DEDICATION DATUM VERTICAL DATUM: NGVD 29 HORIZ. DATUM: NAD 83/91 SEE SITE SURVEY FOR BENCHMARK AND ADDITIONAL INFORMATION. r!' CB TYPE-1 CB TYPE-2 48" - - - 12" STORM DRAIN (U.N.0) - 175 - PROPOSED CONTOUR - - - - SAWCUT LINE ASPHALT CONC. PAVEMENT ° a CEM CONC SIDEWALK NOTES 1. SEE SHEET C1.0 FOR GENERAL NOTES. 2. SEE THIS SHEET FOR TYPICAL ROADWAY SECTION. 3. SEE LA PLANS FOR STREET TREES. 4. FINISH GRADE INDICATED IS FINAL SURFACE ELEVATION FOLLOWING PLACEMENT OF ALL SURFACING MATERIALS. 5. VERIFY INVERTS OF ALL EX. SYSTEMS AT PROPOSED POC'S TO NEW LINES PRIOR TO CONSTRUCTION OF ANY NEW PIPING, AND NOTIFY ENGINEER OF ANY DISCREPANCIES AT LEAST 4 WORKING DAYS PRIOR TO STARTING PIPE LAYING OPERATIONS. EX ROW 3' 1 ' 6' 2.0% 4" CEMENT CONCRETE SIDEWALK PER COFW STD DWG 3-12 COMPACTED SUBGRADE 30' 6.5' 20' STREET VARIES 6" VARIES STREET/CONTROL EX ROW 30' EX GRADE (TYP) SAW CUT AND MATCH EX GRADE 8" HMA CL 1/2" PG 64-22 OVER 6" CSTC S 308th ST TYPICAL SECTION NTS SRG PARTNERSHIP, INC 110 UNION, SUITE 300 SEATTLE, WA 98101 206 973 1700 SRGPARTNERSHIP.COM O 0 Is y O o Cl) 0 >1 M O N O � a .0 �a T � Lim M L6 PROCESS III Drawing Title S 308TH ST PLAN AND PROFILE Revisions No. Description Date Drawn by TG Checked by ME Date 03/01 /2014 Project No 212023 Consultant Project No 13003 Owner Project No Drawing No C6mO U) .50 UMP FL.H. 1969 AUU/M02t) 1.) A 11 48" CMP PER 1989 ADD/ I MOD `2 DA 7 1 89 GATE ft 54,97,4 STCB 4200 RIM 4r 6" CONC N [E=453,34, All 4 0. iQ■, F'IM 458 50 i S 2� I_- 453.20 IN PROP 0 OSED GONTOURS,, 54�32 4 90 �'J PER ON SITE GRADIN 44 5 2 F�= 446.54 krZ.._ . ..... _Z�z AND PAVING 'PLANS _zz < STORM DRAIN PER ON 46 SITE PLANS (TYP) I I --- _ or) 6 RIM ... . ........ 4 LLJ�J, ov 6" 'P E IE=441 woo . ...... . ... 444.514 'TKTI R _42 7 8 =454.58 7 12L' CMP NE . IE=447 W, IF .88 0 36" CMP N hE=446,i0 + P E x VALVE it 18 O7ISRFLdW=449,88 T 1_22 _7 Vi _.:;W 445 7-8 ------ _F _4� -1tADDER SE K J, F_ \�p T, 1A_ I. 117- lc7k; --tI -r7 12" AD JCKIAG Ell A7771 �.7 co W17777 _4 E-) �V. —4- 40 T 4- r t - GONNECI IV F-A. SID LWtA54 . ..... . . . .... . . .... . ...... . FT z �ni L _ - r_- ........... .... tr 7 . ..... . � . ........ .......... . . . .......... 50' DRIVEWAY EX. RO 14" - - -- R+ 20'- ENTRANC� CEM. CONC. R =/10 17+GO LINE (TYO) N 1 10 4L 18+00 CURB ,AND GUTTER (TYP) /1 �2" C . . ..... . . ..... . ..... 41� 9+00 F= 5".57 T ..................... 21 .71 +00, . ..................................................... PREP: ROW- A6 RAMP FdlUND IARJJKEN LINE �`(qYP) \S 308TH ST. I q \qCNC BRASS NA L .......... ..... . . ..... . . .r. ..... . "\7-7 . . ....... . . ....... . . . . . ........ . .... . ..... RB TAILED BY ROUNDABOUT_ 1 N E ____ . . ..................... ........ . ........ INS 71— ...... ---,-_MATCH, CU (j)ROJECT G . ..... . . C2 ■- - - ----- - - — -------------- /7"�F -4- S_ < S — __..CVRB/SIDEWALK IMPROVEMENTS BY A, 7 I DR I 'VE W DRIVE WA: 4TO UM p P _bWlROU[N`DA8O`U!T PRGJECT� E� tR C [L J 2"P (T (STY D �-- D �71 t �. ..... x X. x X 143'. RIM4_439.33 6"F B111' S .-'--DXING j I. AHK-1 126 .2" CPP !E437�55 E. till -AND WASHER CPP 'VY 1DIIw434.42 N:, STC13 1089 RIIIA=445,48 C13 66' RIV=-�-55.( ST ■F: 12724'. 2.3752 11 r ST-P 685 R:M=45`,.r-2 'I ADS E JE=45,3,11 81" CONC S IE=440163 4 5 E7E - 44 8 ill C--,r I 4 N 46 "1 4_ 5 7 A p S D E -E 7 J' f"I EV:,3TI`9 12 -i-,NC E U 0 iz." coN(", W I =453 12" CONC E 1--=440.60 12" ON C S C,ONC W 1"E=440.1zQ 12' 12" �81NC W 5.43 SSMH 686 RIM=455.18 R" m-iJ(- P-W HII 11 465 . ........... ....... .................... ........ ..... . ......... 465 ... ........................ ......... .............. ................ . . . . . . . . . . . . .. ...... .... ......... ......... .... . . ........... Em 455 Em EA R Me] M11 425 .. ..... ........................ a ...... ......... ............ ....... ......... ... ............................................ .......... .......... ....... .......... .............. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ■ m: . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . cn 0! ................... 4- . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Ln "Q ... . . . . . . . . . . . . . . . . . C) APPROX. EX. GRADE I PVI STA' = 16+87.54 U-) .d-. LO . . . . . II . . . . '' J . . . . . . . . . . . . I PVI ELEV 437.877 + V) r- . . .II. . . . . . . . . . . . . . . . -17 50.00 V C . . . . . . PROPOSED TOP OF . . . . . . . . UJ . . . . . . . . . . CURB. ELEVATION . . . . . . . . ■ C) r- C-4 CR I . : . . . . . --:-- - - . . . . . . . . . . . . . . . . . . . . . . . . . . + C.0 . L6 . oo + . . . CO (0 4- V)_ LLI_ . . . . . . . . . . . . . . . . . . . . . . . . . . . ■ ............. 05 . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . m . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . V) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ....... . ..... . . . . . . . . ................ . . . . . . . . . . . . . . . . ...... . . . . . . . . . . . . . . . . . . . . . . . . . . ■ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ■ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . - - - - . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 17+00 18+00 PROFILE SCALE: HORZ. 1" = 20' VERT. 1" = 5' 19+00 . . . . . . . . . . 450 ....... .... ..... ....... .. .. .... ..... . 11 E, I Ini ........... 430 20+00 425 DATUM VERTICAL DATUM: NGVD 29 HORIZ. DATUM: NAD 83/91 SEE SITE SURVEY FOR BENCHMARK AND ADDITIONAL INFORMATION. LEGEND CB TYPE-1 1 =717 CB TYPE-2 48" -- 12" STORM DRAIN (U.N.0) 175 - PROPOSED CONTOUR - - - - SAWCUT LINE ASPHALT CONIC. PAVEMENT CEM CONC SIDEWALK NOTES 1. SEE SHEET C1.0 FOR GENERAL NOTES. 2. SEE SHEET C6.0 FOR TYPICAL ROADWAY SECTION. 3. SEE LA PLANS FOR STREET TREES. 4. FINISH GRADE INDICATED IS FINAL SURFACE ELEVATION FOLLOWING PLACEMENT OF ALL SURFACING MATERIALS. 5. VERIFY INVERTS OF ALL EX. SYSTEMS AT PROPOSED POC'S TO NEW LINES PRIOR TO CONSTRUCTION OF ANY NEW PIPING, AND NOTIFY ENGINEER OF ANY DISCREPANCIES AT LEAST 4 WORKING DAYS PRIOR TO STARTING PIPE LAYING OPERATIONS. SRG PARTNERSHIP, INC 110 UNION, SUITE 300 SEATTLE, WA 98101 206 973 1700 SRGPARTNERSHIP.COM O 0 mc v mc 0 C C) o O 0 co -C AW to 0 3: Lin M LL. PROCESS III Drawing Title S 308TH ST PLAN AND PROFILE Revisions No. Description Date Drawn by TG Checked by ME Date 03/01/2014 Project No 212023 Consultant Project No 13003 Owner Project No Drawing No C6■1