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16-105245U-) W LL_ C) ry ppRK S. 23RD AVE 99 S. 330TH ST zY (A M S. 336TH ST S. 331 ST ST S. 332ND ST S. 333RD ST V5 � Y S. 336TH ST o 99 FEDERAL WAY, WASHINGTON A PORTION OF THE SW)/4 OF THE SW)/4 OF SEC. 16, TWP. 21 NORTH, RGE. 4 EAST, W.M. VICINITY MAP N.T.S. LEGEND PROPERTY LINE ELEC. EASEMENT STD. DUTY PAVEMENT CONCRETE PAVEMENT CONCRETE SIDEWALK PLAZA AREA LANDSCAPING (SEE LANDSCAPE PLANS FOR DETAILS) CONCRETE BARRIER CURB NUMBER OF PARKING STALLS PER ROW — SAWCUT SITE DATA NOTES ZONING: COMMUNITY BUSINESS (BC) 1. DIMENSIONS SHOWN REFER TO FACE OF CURB, FACE OF PARCEL NO.: 797820-0050 EXISTING USE: COMMERCIAL VACANT BUILDING, OR THE CENTERLINE OF PAVEMENT STRIPING PROPOSED USE: FAST FOOD RESTAURANT (COFFEE) UNLESS NOTED OTHERWISE. SITE AREA: 797820-0050 = 0.69 AC 2. TOPOGRAPHIC SURVEY PREPARED BY BARGHAUSEN WATER DISTRICT- LAKEHAVEN UTILITY DISTRICT CONSULTING ENGINEERS, INC., DATED NOVEMBER 13, 2015. 3. REFER TO FILE #16-102435-00-UP FOR PROCESS 11 SITE PLAN APPROVAL FOR ADVANCE AUTO PARTS. PARKING DATA BUILDING DATA REQUIRED PARKING - COMMUNITY BUSINESS ZONE BUILDING AREA = ±480 SF REQUIRED PARKING PER CITY OF FEDERAL WAY CODE SECTION CONSTRUCTION TYPE = V-B 19.220.010 OCCUPANCY TYPE = B RETAIL = 1 STALL 300 SF (MIN.) FAST FOOD REST. = 1 STALL 80 SF (MIN.) RETAIL (ADVANCE AUTO PARTS) APPLICABLE BUILDING AREA = 6,912 SF FAST FOOD RESTAURANT (GRAVITY COFFEE) APPLICABLE BUILDING AREA = 480 SF TOTAL STALLS REQUIRED = 30 STALLS PARKING PROVIDED STANDARD STALLS = 33 STALLS ACCESSIBLE STALLS = 2 STALLS TOTAL STALLS = 35 STALLS SETBACKS BUILDING FRONT = 0? INTERIOR/SIDE = 09 REAR = 20' MAX. BLDG HEIGHT = 30' LANDSCAPE BUFFER WEST = 51 NORTH = 5' (TYPE 111) SOUTH = of EAST = 15' (TYPE 1) I I Ri il/190 kCCESS zz k. Ri Ri 2 k I z >�< � Q 1 vk 0 LL (J) 0 0 LJL 01 EX. TRANSIT STOP yt 00 Ri O f� aye 3 O a O SW 1/4 SEC 16, T 21 N7 R 4 E7 W.M. CITY OF FEDERAL 7 KING ASHINGTON �Kw --- rrpumr wm�mw SW 5'39"E 275.00.5 vm� aw I, w i, v $ '. J!I /-MENU/ORDER V 1V V .4 BIKE RACK BOARD Ckf r . . . . ..... C) lk 1:1 11 .......... All ' fH 25.4 I- v 11 . . . MA .. ... ... .. )FFEE PATIO -TRASH ±30A. ENCLOSUR r7 rr v r,�, 4 v v v J 11,", '1101 . ............. ................... ..................... ......... ............ ...................... . ................. . ................. .. �88 51"W 115.21'anow 'Im"mm" mamlimmitm I v 41 el S4612'09* W. 1�1 1�1 W vvv 5. 4! v j 11.08' S011209" W .ANDSCAPE 3.33' v 6 =-am-20L­­� Jld _6 00 N NCE ALUD, IFF", RTS W 0 W 6 1 Mvl 2 6 FRE—r-­ 3N5`ye o. w W *X v 18, � � W 11 wl v 41 V uJ v C) v t AAP EkCLUSIVE PARKING 10 STALLS) v 41 x 41 24' L v 1.1 ".4" 'o -o 4 ez 11 4 'v 4, W J, A FULL I H 336THa STREETw ACCESS (PUBLICRKI-1IT-OF-WAY) V) EXISTING SIGNAL r— --- --- - GRAPHIC SCALE ;a It SnE - 20 0 10 20 40 80 Permit Number: I (Y; ......... Approved'By. Date: 1211qllb f IN FEET Conmmts:4r1 0� 102 4b_ Know what's below. 1 inch 20 ft. Call before you dig. :N GRAVITY COFFEE 33370 PACIFIC HWY S. C-1.0 FEDERAL WAY, WA 98003 2 3 8I � I j I i I 910 I ml I 0 Fa SOUTH ELEVATION SCALE: 1/4" = 1'-0" NORTH ELEVATION SCALE: 1/4" = 1'-0" r]H BUILDING SECTION A3.0 SCALE: 1/4" = 1'-0" �NDIr )FIN( SH CLEF SIDIN CUL Sc1EA5T ELEVATION t3.0j SCALE: 1/4" = 1'-0" 5FIWEST ELEVATION 3.0/ SCALE: 1/4" = 1'-0" 441 BUILDING SECTION ;3.0% SCALE: 1/4" = 1'-0" 6" CONCRETE FILLED PIPE, EMBED IN 2' DIA. X 5' DEEP CONCRETE FOOTING IX6 TREX BOARDS, COLOR "SADDLE", ATTACH TO FRAME WITH 3/8" DIA. CARRIAGE BOLTS 2" SOAURE TUBE STEEL FRAME CANE BOLTS 1-1/2"XI/4" STEEL BAR WELDED TO FRAME, PRE -DRILLED FOR (2) CARRIAGE BOLTS PER BOARD u Q U zoo O � ' U U O a I O CO TYPICAL MATERIALS: PRE -CASs' CONCRETE CAP 8" SPLIT FACE CMU BLOCK - PAINT "CASTLE ROCK", IOYY 41/083 8" SMOOTH FACED CMU BLOCK - FAINT "SAND MOTIF", 38/123 8" SPLIT FACE CMU BLOCK - PAINT "SAND MOTIF", 38/123 NOTE: ALL METAL COMPONENTS TO BE PRIMED AND PAINTED BLACK BACK ELEVATIONS FRONT ELEVATION SIDE ELEVATIONS �DUMPSTER ENCLOSURE SCALE: 1/4" = 1'-0" NOTE: COLORS, MATERIALS AND DESIGN MATCH DUMPSTER ENCLOSURE AT ADJACENT ANDVANCE AUTO PARTS STORE LU O z C-' W W F— oG z LU Co ��--• cn o uu w Q Lo ® � c Co co cLiq Lei ® Ln ® aS N Luz Emommmom E� Z O i U W U) i Z 0 CID Z O i W LWL > LL W E O J U w O � > ac w Q ~ cc x 0 F- w U O z 3 Q IElf d p W i V J W ( 0MVID OCT 31 2016 ; :2 +cai'Y OF MERAL T cD� DATE 10-27-16 REVISED A3,0 SCALE FACTOR; 48 rune ai5oosocl. . broken branches basin rornpacted top.5oil ... Flantincl hole i�tNice 5Tze of rootba ' SHRUB PLANTING DETAIL No Scale Planting be 2" mulch 1/2 spacing distance GROUND COVER SPACING DETAIL No Scale- Triangular Spacing 2" lodgepoI ine t stakes �' Ion drivf into undisturb d grc Stain brown 1Noter basin with sidewalk Plantinq pit twice STZe Undisturbed saii INTERIOR SITE TREE PLANTING DETAIL No Scale PLANT LIST Prune diseased and oroken branches "Chainlock" or eaLual tree tie material (I" width); nail or staple tree tie to hold vertically, loop each tie around half tree loosely to provide I" slack. for trunk growth Curb Unfazed planting pit su, . ace !/_? topsoil, 1/2 native soil, water thoroughly, fertilize; BOTANICAL / COMMON * QUANTITY SIZE CONDITION 5tyrax japonicus 'Pink Chimes'/ 4 1-1/2"cal. BBB Pink Chimes Jap. Snowbell Magnolia stellata 'Royal Star'/ I 1-I/2"cal. B$B • Royal Star Magno is ® Thuja O. 'Emerald Oreen' / 10 6' min. 5$E3 Emerald green arborvitae Raphiolepi5 i. 'Indian Princess'/ 27 5 gallon full $ bushy Indian Princess Hawthorn Phormium 'Apricot aueen' / 14 5 gallon full $ bushy New Zealand Flax Hobe 'Autumn Olory' / 7Q 2 gallon full $ bushy Autumn Olory Veronica p Pennisetum alo. 'Hameln' / 66 2 gallon full $ bushy Fountain Oross 0 Hemeroca I I is 'Stella de Oro' / 50 1 gallon full Daylily o Liriope muscari / 55 1 gallon full Blue Lilyturf Arctostophylos uvo-ursi / 4" pots full kinnickinnik 1b" 0.6. Sodded Lawn Note: I. installation includes removal of stakes one year after installation. 2. AdD.ust tree ties during establishment to allow for growth. M N®F�TH SC,,4L : 1''s 20' LANDSCAPE PLAN Pemdt Nm*er: -Ho I � I Q) O O Q) 0 O (D N � �J U� U U O� + O -0 O - U C) � -0 LLJ Ld LL IL < K LLI LLI LL U M M SOW U WZ PZ wzN W O �l �Q ZE W tn3� wL- \5 Yw U) Z`` U cam/ �Q W ro CO Wo CO AW� � z 0 W � o W Q m rn V1 U Z Q C\2� o .� Sheet LANDSCAPE PLAN sh grade/ Top of mulch -Up sprayy sprinkler lastic MPR nozzle nch male NPTx .410 Inch � Elbow ,lipple or Funny Pipe Schedule 40 Tee or Ell nch male NPT x Ar-10 Inch � Elbow rvc. Lateral Pipe POP-UP SPRAY SPRINKLER No Scale Select I remove debris c sharp o PVG Cie sleevinc size of - /YA: lINNONNOIY/VOHNON/ f/OHNONNOH/ f/O� �ia'1�9'.F��l7 ■�i@il4il -I Iw �ackfill, M . 1�HLl=L rocks,ind Al ects L—J�— J ll=1 111 MITI �0 ass 200 - twice pipe Lateral or Mainline SLEEVING DETAIL No Scale Junction box I" pvc schedu to power supl Gontroller per Irrigation schedule 11 pvc schedule 40 nduit and fittings ���•es to remote controle valves WALL MOUNT CONTROLLER No Scale Finished grade Select backfill;""... `III —II remove rocks, debris and sharp objects 1.LI=1I . PVC Glass 200 Lateral — PVG Glass 200 o — Mainline Valve Wires TRENCHING DETAIL No Scale Pressure Reducing Valve, IF required Gate Valve Quick Coupler Valve Master Valve, if recLuired for winter blowout X X PVG Mainline ."*� Double Check Valve Stub out from Domestic Meter, or separate irrigation meter POINT OF CONNECTION No Scale IRRIGATION SCHEDULE SYMBOL DESCRIPTION F 3Q H a Do �o [o RAINBIRD 18,00 Mf-R 12' SERIES POP-UP, 4" LAWN, 6" G.C. m IS RAINBIRD IaOO MPR 10' SERIES POP-UP, 4" LAWN, 6" G.C. (3 13 RAINBIRD 1800 MPR 8' SERIES POP-UP, 4" LAWN, 6" G.C. Sl RAINBIRD 1800 MPR SIDE STRIP POP-UP, 4" LAWN, 6" G.C. 0 RAINBIRD 1000 MPR END STRIP POP-UP, 4" LAWN, 6" G.C. IRAINBIRD PEB SERIES PLASTIC VALVES © SEE ADVANCED AUTO PARTS DRAWING FOR CONTROLLER ® SEE ADVANCED AUTO PARTS FOR POINT OF CONNECTION. I STATION 21 GPM 1" MAINLINE, PVC SCHEDULE 40 LATERAL LINE, PVC CLASS 200 SLEEVING, PVC CLASS 200 RADIUS GPM PSI 12' 1.30I-I 30 10' 0.19H 30 8' 0.52H 30 4'X30' 1.21 30 4'X15' 0.61 30 o CONFIRM EXACT LOCATION OF P.O.G., CONTROLLER, AND WATER PRESSURE AT P.O.C. o ALL VALVES IN 'AMETEK' OR 'CARSON' BOXES SET AT FINISHED GRADE. o ALL WORK PER PLANS, LOCAL CODES AND MANUFACTURER'S SPECS. o PRESSURE TEST BEFORE BACKFILLING. o PLAN IS DIAGRAMMATIC. ADJUST LINE AND HEAD LOCATIONS AS NECESSARZ' TO ASSURE PROPER COVERAGE AND CONFORM WITH ACCEPTED CONSTRUCTION PRACTICES. CONNECTED TO EXISTING IF,fRIGATION SYSTEM. SEE ADVANCED AUTO FARTS IRR'IC;ATION DRAWING FOR REMAINDER OF SITE, WATER CONNECTION, AND CONTROL LL SOUTH 33roTH 5T FREET NORTH Hz:;ZI;:;ZI0ATI0N FLAN SCALE: I s20 FLF-L----J 0 IO' 20' 40' O O O cn O O Q0 O N Ln N —I O O O N 4�O O Z LJ II LL T K LU M ORW � A>-Z WW f"?N W J iOW < CL �nc3 � c W V (n3� wz� � � Yit Z,` W U 'k W 1 00 CO I� WCO AWZ h- � E-1 Z 0 Wo Q CO NW U Z Q � A O •� J R z3 Sheet IRRIGATION PLAN L 2) 2" lodgepole Inc t stake8lon�drive into undisturb d grc Stain brown Water basin with sidewalk Planting pit twice ze Undisturbed tP� i i STREET TREE PLANTING DETAIL No Scale 1r W�0, ,1q— broken .. 2" mulch ompacted topsoil ,_�.-II. 11-11 12 hole min. �_71'=IhIlolloll'�II-11�11- -tNice, , ze SHRUB PLANTING DETAIL No scale NOTES prune diseased and Broken branches "Ghoinlock" or equal tree tie material (I" width); nail or staple tree tie to hold vertically, loop each tie around half tree loosely to provide I" slack for trunk growth Curb Un lazed planting pit suace 1/2 topsoil, 1/2 native soil, Not thoroughly, fertilize Planting bed with 2" mulch 1/2 spacing distance Note: I. installation includes removal of stakes one year after installation. 2. Adjust tree ties during establishment to allow for growth. GROUND COVER SPACING DETAIL No scale- Triangular spacing I. 5ubgrades, including berms, to within I I/loth foot provided by General Contractor unless otherwise noted. 2. Subgrade shall be scarified or rototilled if conditlons require. 5. 4" depth 5-way topsoil or equal in all planting areas. 4. Minimum 2" washed rock on top of filter fabric in all planting beds. 5. All plant material shall be healthy, full and conform to USA standard nursery stock, latest edition. 6. Plant material or size or kind not available may be substituted only with approval of Landscape Architect or Owner. -1. All mass plantings shall have triangular spacing. 8. All tree pits shall be inspected to insure proper drainage. ci. Positive drainage shall be maintained. Mound planting areas minimum 6". 10. Landscape Contractor shall maintain site until final inspection and acceptance by Owner. PLANT LIST L BOTANICAL / COMMON * QUANTITY SIZE CONDITION 5tyrox joponicus 'Pink Chimes'/ -1 I-I/2"cal. 5$5 Pink Chimes Jop. 5nowbell Zelkova serrates 'Musashino'/ 15 1-1/2"6al. B$B Musashino Zelkova Acer rubrum 'Red 5un5et'/ 4 2-1/2"cal. B$B Red Sunset Maple Pinus fiexilis 'VandewoIf's pyramid'/ 12 6' min. 54B Vandewolf's Pyramid Pine Ceanothus 'Victoria'/ 25 5 gallon full $ bushy Victoria Ceanothus Viburnum davidii/ -ici 2 gallon full & bushy David Viburnum ® Thujo O. 'Emerald Oreen' / 14 6' min. B$B Emerald green arborvitae Viburnum tinus ' Spring Bouquet' / 55 2 gallon full 4 bushy Spring Bouquet Viburnum Prunus L. 'Otto Luyken' / 112 21" min full $ bushy Otto Luyken Loure I Azalea Gaiety 21 2 gallon 0 Hemerocallis 15tella de Oro' / 52 1 gallon {fi III 4 bushy Doylily o Liriope muscori / 2ci 1 gallon full Blue Lilyturf Arctostophylos uvo-ursi / 4" pots full kinnickinnikF77= Sodded Lawn Hydoseed erosion control seed mix * Confirm all plant quantities INTERIOR PARKING LANDSCAPING NUMBER OF PARKING SPACES .............................35 REQUIRED LANDSCAPING 35 X 206F.........100 sf LANDSCAPE AREA PROVIDED..........................1,-1(03 of Shrubs minimum 56" high Existing retaining wall. Height varies\ Sidewalk SECTION A —A No Scale 2 EXISTING STREET TREES TO REMAIN EXISTING LAWN Street tree Oroundcover 6" curb vliiiilParking 5OUTT 4 33&TH STREET EXISTING TREE REPLACEMENT EXISTING TREES TO SE REMOVED WITH CALIPER SIZE M = MAPLE P = PLUM C = CNERR�I' TREE UNITS REQUIRED ......... 20 UNITS PER ACRE X 1.82 ACRES = 36TREES TREE UNITS PROVIDED ....... 2& REPLACEMENT TREE, 10 EXISTING TREES ...... 38 TREES 1"-(o ............. 23 TREES REMOVED = 23 TREE UNITS K!"- 1211...........2 TREES REMOVED = 3 TREE UNITS 12"-18".......... I TREE REMOVED = 2 TREE UNITS 28 REPLACEMENT TREE UNITS REQUIRED NEW / REPLACEMENT TREES: 20 MEDIUM CANOP"I' TREE&.................20 TREE UNITS fro SMALL CANOP�i' TREES.......................a TREE UNITS 28 REPLACEMENT UNITS PROVIDED NOTE: VARIES 61ZE COTTONWOOD, ALDER, AND WILLOW WILL REMAIN IN UNDISTURBED AREA ALONG EAST PROPERTY' LINE. z \ ! 1 � -7 I ` 1 \ -,\ / \ I I 1 I \ I / > I � I I EXISTIi\lG WOODED// AREA TO --REMAIN,/ UND ISTURSED.--FCANT MATERIAL INCLUDES GOTTO_NWOOD, ALDER wj,-tOW, PEAS, 5ALAL, / �iVY, GRASSES.\ >� \ 1 > \ i I ANDSCAFE FLAN SCALE: 1" =20' NORTH 0 gym' 20' �LI'v T - LANDSCAPE PLAN AppROYAL wY!bpr. 1 1.. D1.'' Inc: ES MITTS S P 2 0 ?oI6 CITY or FEDERAL t^ /W CDS Lo � Qo �o QC 4-1 C) -0 z O U) U) >� z�z E :2z:�i o >Q75 cn O U�U -_j O UC/)U Q0 o 00 n C) a, to o O- 0K z LIA LLJ L- U M M wZ 0O�� W� WZFz W ` j OJ¢ Q=N !k ZU ME �QW YF w g U 6iQ Q T� W cp CO AwCO W -� i— FI Z �- v w � o W ti Q w U Z J rnrz) Sheet LANDSCAPE PLAN L ^ U U co / vi GRADING NOTES LEGEND SW 1/4 SEC 16, T 21 N, R 4 E, W.M. 1. THE DESIGN SHOWN IS BA CITY OF FEDERAL WAY, KING COUNTY, WASHINGTON BASED UPON THE ENGINEER'S UNDERSTANDING OF THE EXISTING PROPERTY LINEr z ' CONDITIONS. THE PLAN DOES NOT REPRESENT A DETAILED FIELD SURVEY. THE h m EXISTING CONDITIONS SHOWN ON THIS PLAN SHEET ARE BASED UPON THE SURVEY .,x »��-'�"'• � � ,... I � � H<.,»,�, `��` �m��^�«<�,- � ;u�.�•'��:�, �.��„'�:�?� ` EX. CONTOUR m k v.�, PREPARED BY BARGHAUSEN CONSULTING ENGINEERS, INC., DATED MAY 4, 2016. THE �"`� � � � �_«..� � ''��'�"'� � „ ,.....-.. �"''��� � .» �««n< , .,...»,». r ,., , . •�� _ _ '.�� � ah •..,�, <",: � a.:.,:;�:,:«•• � v ,n• ,2� w .. � , A�?:.,n �..r "w,,,x,. e, .. w w ' ` � ..;.. ,. S ,<«n;.«..vko , 3^s < .. � ' _ _ CONTRACTOR IS RESP14 ONSIBLE " ONSIBLE FOR VERIFYING PROPOSED " h FIELD CONDITIONS PRIO w R TO BIDDING T ., ox � � v � � a � � ? °.. n,..P ,, `' ,°: •6 w �• ,. .h � w •f' .. «w w ,a +S 5+' � w � •-9 �..3 PROPOSED SITEWORK IMPROVEMENTS. IF CONFLICTSW w <: w f. " w 3 w h ARE DISCOVERED THE CONTRACTOR \ w V" "` ONTRACTO ^ � � � � � w � � � �- '�, r , �n ..fin �,nw«.,.:..b� �n<�.:::.� � � � � � ?. i€ ra.�, ,^zr �a, r.,• w : ., a w <a. w •u v < . �" °� "�'�,,. v w •cy w . 3�x• v""°n, SPOT ELEVATION M» SHALL NOTIFY THE OWNER h R PRIOR TO INSTALLATION OF ANY ♦" PORTION OF THE SITEWO v w Q w w wu , y s RK e w w :: u:» ,,, v. ♦h: F:. w , TC: TOP OF CURB � ,,. 2 C% Y $" < w q^ } ntw,. ♦;. .::. .a. ,: y,.y.,::»»�.:.»,�.,<eo�. '�'°°°°""i�'"'« .;, ......:h.-.... .»,, .<.#.:.�:..... „, �<, v«,.»,..,::.<.«<�...::.:,<.. ,., :., »`;Ci''.nn,:»v....,.::.:<:,: WHICH WOU LD B • _ 'Y 4 ♦ ' ' �w�mw,n. ,:nn �: ,^», .... ... .. n », "m».:i«a...... +. i � 9 < Ti' \ S ^,n x., ,, hb C Fy ".<"5 :i. < v , ' , E AFFECT ,».....»...»m«.»», . , Y. ED. IF ,«.��,..» �r.�. CONTR ACTOR R DOES � :�:: :. NOT ACC � �:aA���♦�.?:::� , TING SURVEY FG 356.90 TP. TOP OF PAVEMENT � � «'«"������»mm�• � � � � � � w INCLUDING TOPOGRAPHY AS SHOWN ON THE PLANS, WITHOUT EXCEPTION, HE SHALL FL: FLOWLINE ..ro s. HAVEFG: FINISHED GRADE L w w , f" MADE, AT HIS OWN EXPENSE, A TOPOGRAPHIC SURVEY BY A REGISTERED LAND S s y" € ka ; � � b� z � 'v �� .�� ,,,,, ��♦`�:<:»n ca `fie 5r6 e » t °°V� �z" : v v? : � w •c,� q A y`� 3 \"` �mh %''#' „ ,?`-'r' Sr• ♦ Qa w w ar ^, w „^' +h ♦ �. SURVEYOR AND SUBMIT IT TO THE OWNER FOR REVIEW. L RIM=t356 5 EX. t35.t .� w R i 2. CAUTION - NOTICE TO CONTRACTOR FINISHED FLOOR ELEVATION FIFE r y y �ryb $� y k h k , ♦., 357.40 356.64' THE a CONTRACTOR IS SPECIFICALLY CAUTIONED AT THE LOCATION AND/OR ELEVATION BARRIER CURB z3 ``\::' ..'» - - - - - - - - - - - - - - - - - w.:: zw ,^ s' �' \ OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE t r, �:, M " "» »:++* = «««..r<nnn".. - uka, ^ . < s' �,«« N �.: TC-358.53 I y h' » VARIOUS UTILITY COMPANIES AND, WHERE POSSIBLE MEASUREMENTS TAKEN IN THE m ua� _ ♦ \, £ w' 357.24 EXISTING zr.� xc = I n y STORM DRAIN - .z�; � „�; �«<:... �a< W..-�»<- � 9=. : f � . 5 � �.. , Fk♦ k �.� , � .,,,,. ; TP(N}-358.03 357.66 �, `�" � , • � w �. � � : a. "° � ` : � � ` w � ` °�'" �'Y ' € err, ;` 'lr'`¢\a °;>��?€. ?; kc ? � `o „ 5v w>' y: ,y r `,5 ♦. W FIELD. THE INFORMATION IS NOT BE RELIED ON AS BEING EXACT OR COMPLETE. THE G s,: - �'SYSTEMks»»,,,,,<k ... TP(S)=358.06 356.96 357.48 CONTRACTOR MUST CALL THE APPROPRIATE UTIL �� _`�»::. � ITY COMPANY AT,�LEAST 48 HOURS 3 I ,h u »,. GRADE BREAK --------------- _ y TP=357.96<:..M N. e� h it++,'1 ♦a�R"k ♦ �' ` h Vo$ '" '0' .f w ty BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT ?� ' 358.07 f356.82 'X.' z 1.50% sw SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING SAWCUT s � � a� knF����� z. s N. . T�'- 7�.5 357 -. ', 356.70 UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS S °' 35s.70 :�.. HOWN ON THESE N 58.00 FG=358.25 357.60 357.00 I PLANS. w .• \ w.5 x r y ?T: °4 t . 357.75 ♦ q w• , ^^ w s ^ w b € E a »»»,.....,,,»,,, 3. THE SPOT ELEVATIONS INDICATED ON THIS PLAN DESIGN T ?► I a REPRESENT THE ♦: 356.60 356.62 w h'h 4 OP OF � 357.50 � �, a, � � �� � p � z � � PAVE €." » »,,,,,,,».,.,.., 4808F 357.75 356.51 �Q 'k y €<. '� v 3." PAVEMENT, UNLESS OTHERWISE NOTED. ° _ 357.40 35s.90 �.52 w� a>> w 4• 4. CON »„ FG- 58.00 �725 S. �c., `C: $ w 'fx %:d 6•r : m` "w �• .y g , ,S S$< € Il 3 .75 357. 356.60 ; , b w ws o TRACTOR IS RESPONSIBLE FOR DEMOLITION OF EXISTING STRUCTURES. EXISTING SITE €'°. ""`-'» """»'•"» "..UA°s "< 21 :h } UTILITIES _ �` <� » « ,... 7.60 357.65 357.65 356.48 R ' ?` TO REMAIN ARE TO BE PROTECTED FROM DAMAGE. >g , , 357.55 AREA CALCULATIONS sr 357 o .55 357.40 w E 5. ALL UNSURFACED AREAS DISTURBED BY GRADING OPERATION SHALL_<:.. 35 ho :, w� w ," ' R, w g RECEIVE 4 INCHES - ..,: », ..♦�;, .. � �� t "' �' •era � OF TOPSOIL. CONTRACTOR SHALL APPLY STABILIZATION FABRIC TO ALL SLOPES EXISTING IMPERVIOUS AREA = 0.98 ' rys` , n' ,w `_ r h 3H:1V AC > _ T.»..< 357.93 ;� w< \ t �,y.«�« TC=357.91 357.00 � g :...; y..,n >"r<v»..,\".�.*...♦„`�?.;w o o ? £1 s` w% �r :r F w ya•' w. �.?�.: ;4`E ,r, ::. 3:�' e.3 OR STEEPER. CONTRACTOR SHALL STABILIZE DISTURBED AREAS WITH GRASS IN EXISTING PERVIOUS AREA = 0.84 AC r 356.50 `�355.90 ,w w ,.. k; ;,. e 357.75 Q TP=357.41 % ' 2.24 0 € » ACCORDANCE WITH LOCAL SPECIFICATION UN _ 1.50 M w TIL A HEALTHY STAND ' OF GRASS ,a S IS <f� s"`` _ F=356.70 ry w k V s a fit; OBTAINED. PROPOSED IMPERVIOUS= _ TC-357.50 a ° AREA 0.97 » FG-358.75 - six ;'; x O ° TP=357.00 FG=356.90 I g 4 ♦` ` "'".+ t :y`\ ) <.. A w 5 ed w oV l*`*` „\• d u w :, \ 3 E4 p'° dyyK .Y' 6. ALL CUT AND FILL SLOPES SHALL BE CONSTRUCTED PER THE IBC CODE AND PROPOSED PERVIOUS AREA = 0.85 AC ? _ _ _... » «9_ < , e ; y ; " ��y` » , �„ APPLICABLE LOCAL REGULATION. ALL CUT AND FILL SLOPES SHALL BE 3:1 OR FLATTER r FG-357.40 £ } UNLESS OTHERWISE NOTED. It a ` 1 € S »:....m... BUILDING t r 9 w" w h "x 3 «m...............::., 7. CONTRACTOR SHALL ASSURE POSITIVE DRAINAGE AWAY FROM BUILDINGS FOR ALL BELOW FINISHED ` w NATURAL AND PAVED AREAS AND SHALL GRADE ALL AREAS TO PRECLUDE PONDING OF BASIS OF BEARINGS s ,,;` ,` h» = w e�y € s' GRADE f � h ,- WATER. yg € �€ &< $); \h � � S •F- � ,: �`s 'R' :� °`8`r w' w i! cY� `` � $ � � e � g t 8. ALL POLLUTANTS OTHER THAN SEDIMENT ON -SITE DURING HORIZONTAL DATUM NAD 83 91 € k ' « °%' '' ^ ` �' w a3 R G CONSTRUCTION SHALL BE ( )� _ .... N ;fi w , :. k� .o- § E a • f 7f �♦♦♦ :???~n 'vr:?: 1 �' � ,u w � �< w ♦ .^:� � , ; h d � ° 3 of HANDLE i'. y. ; y,:: ,'ems :.,.: ♦ xy h< , a D AND DISPOSED OF IN A MANNER THAT DOES NOT CAUSE f a'` , h t CONTAMINATION OF NORTH ) .�v::.: A s € 46 22 40 EAST C� ,�,r { �- AS MEASURED « RED �� , BETWEEN g� �� �<.. s w » c.7,.E^,a< ',�" �ac �& ^�eyg. sx::s,� J .. .. .�♦' V\hbh .. 34♦ .::;:: �*`' •:.:;� wy,:,.. c�, d' , STORMWATER. THE CONTRACTOR SHALL ADHERE TO ALL TERMS AND CONDITIONS AS WGS MONUMENTS 6876 AND 6868. may& I i £ *\� a �;'>.;, �e� ,,,<.:,»:<»,-«<.,::`x"`i, 3s': aw ` es.`.� a• w w ♦ f i x• ` a z ; I x e OUTLINED IN THE GENERAL N.P.D.E.S. PERMIT FOR STORMWATER DISCHARGE ASSOCIATED � # �" _ ,� ���wh � ,���� ;� � ; � �,,^y z, ��\,° ��� „ n• �.� � �g�',w �^F��a H z � �{ WITH CONSTRUCTION ACTIVITIES. h, W. way . «..,v�r "'"• 357,00 ' .' S .y'' k: : ' av w? ea< ` S .cam..:,: ♦ *x%' v d a 3 to �a ':.ram � �� ' ," \ ♦>., a < , ° � * ♦ * : sY; � .:. ,'L 1 ♦ � � 4 ' t:,"` � �`" 'tit 9. PROP r .�. :� ., �R;......x-:,:., PROPERTIES AND WATERWAYS DOWNSTREAM OF THE SITE SHALL B a,. � ���??s '�:.,�.:� : � � � N' � ,A � $ ,�s: E PROTECTED FROM � ^ EROSION DUE TO INCREASES IN THE VOLUME VELOCITY AND PEAK �:........ f FLOW RATE OF.,,,,.... :::................. � .�^. �� z ��. ? nn DATA , ,�.. .: RUNOFF FROM PROJECT SITE. BENCHMARK �� b� �" . �� � � } v, �`�` �. � ♦, u �'��� �� ♦�� £ � £ STORMWATER EE� �� � � Sz:�?. 10. CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE GOVERNING CODES AND BE S =x� b; y h.o a< VERTICAL DATUM NAVD QQ r■ »„ » k 3 t " 88 € 4 :s f;.. ,.:. » i 2 : k b V\, :9 o w$'„..: S' �): «. CONSTRUCTED TO SAME. Y.,,fk rw w 4 EAST QUARTER CORNER OF SECTION 20 T21 N � \v, ♦� s y ` w ` 7 7 .4r 4` ' "<°� \� i i <!r �F «:««« # ,.,.,:..,..:,,,,«...,»,«n € ?,^, '' ..', ,'k .e `^,¢• .> a� .e ` w,a. a av a y¢• i y" .v 11. FOR BOUNDARY AND TOPOGRAPHIC INFORMATION REFER TO PROJECT SURVEY. S ` :• " ° $E kfli v'; �;• x3i 4`�+"„\a ,';,.:,�; »,..._a'..:z..,,,,^,»,,,",...». »»,«.:<ro,.»»,<<:3xn,-n„<..:` `st, <3� w o '`♦, ,£, , y w• ,:',', >' 12. FOR LAYOUT INFORMATION REFER TO THE SITE PLAN. R4E, W.M. (WGS 6876) y°k k�` t w ELEVATION = 315.73 ,�,:«n:«» t `A` w ,}' w ®" `:\ S ,♦v St''\� '4` y # a 3> (CONVERSION TO NGVD29 VERTICAL DATUM IS: ` :dam t S #+` x#«,..,«»,m, �' ",�'. F«an,...R< ""�`�.o. E ,<.«:.--:^"e: ♦:A�' ? s� �`c �q: 5P w h•9,s%wY:: �Z ,v � s'�,y � 3 £ d° ,/. = r, �„ :> ,,,a?' z en a• k o w " c- Y ,< ,naY `r'�,y,£ X?$ Al - STORM DRAINAGE NOTES ff NAVD88- 3.55 FT. - NGVD29„- 1. EXISTING DRAINAGE STRUCTURES TO BE INSPECTED AND REPAIRED AS NEEDED, AND g` EXISTING PIPES TO BE CLEANED OUT TO REMOVE ALL SILT AND DEBRIS.." yf _• ",� `i' ♦� ° ¢ °' < r,„«,n P.v.��'»F43`a:•.� ja ," «..:.e,'o' jd' ;x'^ -'��` s: w.,»,. i ham:« « 2. IF ANY EXISTING STRUCTURES TO REMAIN ARE DAMAGED DURING C .�' »»"» �` � �� ONSTRUCTION IT �< '� � � ��, o �...::.,:,:::»»:.»... � t f? ♦ SHALL BE THE CONTRACTORS RESPONSIBILITY TO REPAIR AND/OR _• / REPLACE THE � � �..«�«,�.�.. �; .� � A> ,' �� �.° R� ,� � �� ,tea EXISTING STRUCTURE AS NECESSARY TO RETURN IT TO EXISTING CO € $$ Ate' ��� x t♦`� Aa ` CONDITIONS OR � �r � � � � � �. •�,».�. �,,» i,,� ' .. �'° P a i s`� fl? �s Y�,£'.., a 68bzo �' a,♦ ti 'h�, S ` ,;,•' '�.» .v♦,w.e,� 4 � ,d �; BETTER. f�"°� �r, :..� .: , :..w �`x �„ 1 Al«.: 3. STORM DRAINAGE PIPE WITH LESS THAN 2'-0" COVER SHALL BE CLASS IV REINFORCED CONCRETE PIPE OR APPROVED EQUAL TO SUSTAIN - "» \' Q N H 20 LOADING. // ` y::...::.:::......»» ,,,,»». ....- ` kc ;, a "".,. .", -:«,A -�»»»» ..... ,»» d,,.Y # t •< eb �h �Z S Y .:\ 8 \�� a\, a�^�,^�' f\).<V`." �"a ':s+ o.�\^" 4. ALL ON SITE STORM DRAINAGE PIPE SHALL BE SMOOTH WALLED INTERIOR,� � � �` k. � �, � ��,��:gin` �° <� :�.� s'ae' :�:, " <F wy `vid $' Y? �• f yV'T <yp �+: 'y +b. \S. ` a *dF , «" a;` h ✓' dbfy vy\ i MANUFACTURER'S VERIFICATION_ _ M OF MANNING S ROUGHNESS COEFFICIENT N 0.012 OR A, Y 4 ,•».,,,»».•.4 a EJ2 `k �` d'� d" a'r°'' aye<,:::.o.. ,k' :• Al LESS. �i ..♦i '':� i € at d" �r £ <s.<`<� b€;'bv,? . `\fir .d'� d Sv £ ♦ £ ° 4 8 ¢ a o'�£ o„ <ib� <:° v. as g S w$ ,' zm w v ♦o� 5. PRECAST STRUCTURES MAY BE USED AT CONTRACTORS OPTION. r z<:y� k a ,� : � nm r `' � . d `1 \ �� 5:: '< 3 A ` oat` v\. ♦\*4 g 3 Ji � � w 'yi v d , °a'v♦ 6. ALL STORM PIPE ENTERING STRUCTURES SHALL BE GROUTED WITH A n «' „» w' � 7 MORTWATERTIGHT. , AR TO ASSURE CONNECTION AT STRUCTURE IS ` • \ ib .,C �-mao..«.,,.,..«,..,»,»<«v:w,<a»v:::.wc..:..«,.... „d.. S v«w,».«wum.<,<«v.,vnv,e »::x..,:..,,.wee»,x ,°' %" fiay`� .Y ,S�" '•yRao^" � �� ?f CFO �Y ♦®0^'b`i3O'S�\` i$ k ..a ..�on.»»„<:,»»,....,,»,,,«.«H:.....»»:.«<. 4:,.,.Aoy«.,.<:..r'' . 7. ALL STORM SEWER MANHOLES IN PAVED AREAS SHALL B n»:., ...x '.••«�•"�"""`<A`» »...»,.�,.• "' n»"`r4 F L E FLUSH WITH PAVEMENT, AND .x ` « _..,«m..., ,,. a s` y r. w aL k 2 �0 S� \ t5 :4 .d`8 'E2Y.,<> $$�• r R ,d ; $ «:v �y - S. � o<3v'' t' V �" ,: ,<?c• ^ COY , � SHALL HAVE TRAFFIC BEARING RING AND COVERS. MANHOLES IN UNPAVED AREA ff fl €'# °? ¢ �i; »,. ,,,:«e,»<«,»».<....,.«.». <n.,.:��`�L^:.o„,,,,,,..,,,,..w,.«.,:.,««»,�'m'` x`�"� ..� ` �,y.•°)p� ,,,s � .,� ,h«� +'�^tt ,nn �' '" �" .. , ., •�' :a :: � .. `� SHALL BE 6 ABOVE FINISH GRADE. LIDS SHALL »... ».».w " ""` L BE LABELED STORM SEWER "`" q p , 2 �� ''a�« �J♦ a'h,..»<e,»„«,,,,,..,,,,.m„»,<.�m««�»�.»,,,««:.,«<.,,,,,.,,, » » #".a ` <^ <s`' ,�%' ,sa' • o:,, \�,« $ � * ` t k, ♦♦,x' °` �-a� �^♦�''s``� ?a.,»� h `ghaf' N: �a• w , -.,•^^` � ` @ s`Pjhh,n"`?s' ,«,,,n«.».«..:.«<:::,.,.. v:»«• .�" �,:. k t`�.; . 8 8. CONTRACTORS HALL CONFIRM STRUCTURE CONSTR UCTABILITY WITH MANUFACTURER , ::. .€' AM ? '•S <«::,«:::.«»�..n.,. Fd :,»,nn», ,,:«.,.ro» »<«:..a«.»«„�� .s•p •��.,t�. :l :o• h w z w DELIVERY p AND PRIOR TO D INSTALLATION. ` ��k ,a� :.. � � � ...».��,�,,: ,»�. ".,«m,.<�„«...< <«,»<n»m,. �. ,» � O N . � w � £ �,««�„� e' .n.: ♦ ^' <.p« .. ,n»,..., »�»«.». "�''z,�4�w"` ^z ,,,« <..a �,.., . fr.<:'` 4 s dsd�• ,*« � #�.. , � `�:� ».� ..,,«:..:« ..w, a8 g y;' �, � �� .: ,: � .. .. at:. y .. •*«o-:,,.,H»„n xd ` ` ,,,,, «« fk n ` a k 3 �`'�.'� b o• �'� �� �,u,_v,,,s,?4 - - ` .? .:: % GRAPHIC SCALE ( IN FEET ) I inch = 20 ft. SMM 10/26/ 2016 u TAC SP REVIEW SMM 10-518-004 t4 1505 Westlake Ave. N. T (206) 522-9510 Suite 305 F (206) 522-8344 Seattle, WA 98109 WWW.PAcLAND.COM R GRAVITY COFFEE 33370 PACIFIC HWY S. FEDERAL WAY, WA 98003 Know what's below. Call before you dig. C-2.0 GENERAL UTILITY NOTES UTILITY CONSTRUCTION NOTES SW 1/4 SEC 16, T 21 N, R 4 E, W.M. CITY OF FEDERAL WAY, KING COUNTY, WASHINGTON 1. ALL IMPROVEMENTS SHALL MEET LOCAL, STATE DOT AND A.P.W.A. STANDARD SPECIFICATIONS. 2. THE DESIGN SHOWN IS BASED UPON THE ENGINEER'S UNDERSTANDING OF THE EXISTING CONDITIONS. THIS PLAN DOES NOT REPRESENT A DETAILED FIELD SURVEY. THE EXISTING CONDITIONS SHOWN ON THIS PLAN SHEET ARE BASED UPON SURVEY PREPARED BY BARGHAUSEN CONSULTING ENGINEERS, INC., DATED MAY 4, 2016. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING FIELD CONDITIONS PRIOR TO BIDDING THE PROPOSED SITEWORK IMPROVEMENTS. IF CONFLICTS ARE DISCOVERED, THE CONTRACTOR SHALL NOTIFY THE OWNER PRIOR TO INSTALLATION OF ANY PORTION OF THE SITEWORK WHICH WOULD BE AFFECTED. IF CONTRACTOR DOES NOT ACCEPT EXISTING SURVEY, INCLUDING TOPOGRAPHY, AS SHOWN ON THE PLANS, WITHOUT EXCEPTION, HE SHALL HAVE MADE, AT HIS OWN EXPENSE, A TOPOGRAPHIC SURVEY BY A REGISTERED LAND SURVEYOR AND SUBMIT IT TO THE OWNER FOR REVIEW. 3. CAUTION - NOTICE TO CONTRACTOR THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITIES, AND WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANY AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES AND EXISTING IMPROVEMENTS WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS ON THE PLANS. 4. CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATION AND DIMENSIONS OF VESTIBULE, SLOPED PAVING, EXIT PORCHES, SIDEWALKS, RAMPS AND TRUCK DOCKS, PRECISE BUILDING DIMENSIONS AND EXACT BUILDING UTILITY ENTRANCE LOCATIONS. 5. REFER TO INTERIOR ARCHITECTURAL/PLUMBING DRAWINGS FOR TIE-IN OF ALL UTILITIES. 6. ALL FILL MATERIAL SHALL BE IN PLACE, AND COMPACTED BEFORE INSTALLATION OF PROPOSED UTILITIES. 7. CONTRACTOR SHALL NOTIFY THE UTILITY AUTHORITIES INSPECTORS 72 HOURS BEFORE CONNECTING TO ANY EXISTING LINE. 8. MINIMUM WATER LINE TRENCH WIDTH SHALL BE 2 FEET. 9. ALL UTILITIES SHOULD BE KEPT TEN (10') APART (PARALLEL) OR WHEN CROSSING 18" VERTICAL CLEARANCE (OUTSIDE EDGE OF PIPE TO OUTSIDE EDGE OF PIPE). 10. IN THE EVENT OF A VERTICAL CONFLICT BETWEEN WATERLINES, SANITARY LINES, STORM LINES AND GAS LINE (EXISTING AND PROPOSED), THE SANITARY LINE SHALL BE DUCTILE IRON PIPE WITH MECHANICAL JOINTS AT LEAST 10 FEET ON BOTH SIDES OF CROSSING, THE WATERLINE SHALL BE MECHANICAL JOINTS WITH APPROPRIATE THRUST BLOCKING AS REQUIRED TO PROVIDE A MINIMUM OF 18" CLEARANCE, MEETING REQUIREMENTS OF ANSI A21.10 AND ANSI 21.11 (AWWA C-151) (CLASS 50). 11. LINES UNDERGROUND SHALL BE INSTALLED, INSPECTED AND APPROVED BEFORE BACKFILLING. 12. CONTRACTOR IS RESPONSIBLE FOR COMPLYING WITH THE SPECIFICATIONS OF THE LOCAL AUTHORITIES WITH REGARD TO MATERIALS AND INSTALLATION OF THE WATER AND SEWER, 13. ALL NECESSARY INSPECTIONS AND/OR CERTIFICATIONS REQUIRED BY CODES AND/OR UTILITY SERVICE COMPANIES SHALL BE PERFORMED PRIOR TO ANNOUNCED BUILDING POSSESSION AND THE FINAL CONNEC1ON OF SERVICE. 14. CONTRACTOR SHALL COORDINATE WITH ALL UTILITY COMPANIES FOR INSTALLATION REQUIREMENTS AND SPECIFICATIONS. WATER NOTES 1. THIS PROJECT SHALL BE CONSTRUCTED IN ACCORDANCE WITH LAKEHAVEN UTILITY DISTRICT 'WATER SYSTEM AND SEWER SYSTEM STANDARDS' APPROVED BY THE WASHINGTON STATE DEPARTMENT OF HEALTH ON JUNE 8,1994 AND ANY ADDENDA THERETO. 2. ALL CONSTRUCTION/INSTALLATION OF WATER MAINS SHALL BE DONE IN A SAFE, NEAT AND WORKMANLIKE MANNER, AND UNDER SUPERVISION BY UTILITY PROVIDER FORCES AT ALL TIMES. ALL SAFETY REQUIREMENTS FROM OSHA AND OTHER STATE REGULATING AGENCIES MUST BE MET. 3. WATER MAIN PIPE MATERIAL SHALL BE CLASS 52 DUCTILE IRON OR PVC PIPE MEETING LOCAL REQUIREMENTS. POLYETHYLENE WRAP IS REQUIRED ON ALL METALS. 4. AN 18-INCH MINIMUM SEPARATION IS REQUIRED ON SERVICE TAPS ON A MAIN LINE. 5. ALL ELBOWS/BENDS ON WATER MAINS SHALL HAVE THRUST BLOCKS OR MECHANICAL JOINT RESTRAINTS.. 6. A DEPTH OF 36" FROM FINISHED GRADE TO THE TOP OF THE WATER MAIN IS REQUIRED. PLACING E WATER LINES SHALLOWER THAN 36" IS PROHIBITED. 7. ALL NEW PIPES MUST BE PROPERLY FLUSHED, PRESSURE TESTED, AND CHLORINATED BY THE CONTRACTOR, AND INSPECTED BY U1ILITY PROVIDER AND GOVERNMENTAL AGENCIES WITH JURISDICTION. 8. ALL BACKFLOW PREVENTION DEVICES (DOUBLE CHECK BACKFLOW PREVENTORS, REDUCED PRESSURE BACKFLOW PREVENTORS, PRESSURE AND ATMOSPHERIC VACUUM BREAKERS, ETC.) MUST BE APPROVED CD BY THE U1ILITY PROVIDER AND GOVERNMENTAL AGENCIES WITH JURISDICTION. 9. ALL NEW CONNECTIONS TO EXISTING WATER MAINS REQUIRE ISSUANCE OF A PUBLIC WORKS PERMIT "' AND INSPECTION BY THE CITY OR GOVERNMENTAL AGENCIES WITH JURISDICTION PRIOR TO BACKFILLING. 0 10. BACKFLOW PREVENTION DEVICES SHALL BE CONSTRUCTED OF CORROSION RESISTANT MATERIALS. -� SANITARY SEWER NOTES � 1. ALL CONSTRUCTION/INSTALLATION OF SANITARY SEWER MAINS SHALL BE DONE IN A SAFE, NEAT AND Q PROFESSIONAL MANNER, AND UNDER SUPERVISION OF CITY FORCES AT ALL TIMES. ALL SAFETY REQUIREMENTS FROM OSHA AND OTHER STATE REGULATORY AGENCIES MUST BE MET. w 2. THE MINIMUM SIZE FOR PUBLIC SEWER MAINS SHALL BE 8" DIAMETER. ALL SANITARY SEWER PIPING 0 SHALL BE SCHEDULE D3034 PVC OR EQUAL. MINIMUM PIPE DIAMETER FOR PRIVATE LATERALS IS 4" AND OF SCHEDULE D3034 PVC OR EQUAL. ALL SANITARY SEWER LATERALS MUST BE PROPERLY MARKED AT ENDS. Q 3. CONNEC11ONS INTO THE EXISTING SANITARY SEWER MAINS REQUIRE ISSUANCE OF PUBLIC WORKS PERMIT AND INSPEC11ON BY THE LOCAL JURISDICTION PRIOR TO BACKFILLING. Q 4. ALL NEW SANITARY SEWER PIPES AND MANHOLES MUST BE THOROUGHLY CLEANED, INSPECTED AND i PRFSSl1RF /VACl1l1M TF.;TFD AS RF0111RFD RY 11Tll ITY PROVIDER AND COVFRNMFNTAI AGFN('IFS WITH QA CONNECT TO EXISTING 1-1/2" DOMESTIC WATER LINE STUB. © INSTALL 1-1/2" P.V.C. (SCH. 40) DOMESTIC WATER LINE. © INSTALL 3-4" P.V.C. (SCH. 40, GREY) CONDUITS FOR SECONDARY POWER. OD CONNECT TO EXISTING GAS SERVICE LINE. CONTRACTOR TO COORDINATE WITH PUGET SOUND ENERGY FOR CONNECTION AND INSTALLATION OF CONDUIT AND METER. OE CONTRACTOR TO POTHOLE EXISTING UTILITY TO FIELD VERIFY ELEVATION AND LOCATION PRIOR TO CONSTRUCTION. OF CONNECT TO EXISTING 6" SANITARY SEWER STUB. © INSTALL 6" P.V.C. RING-TITE (ASTM D3034, SDR-35) SANITARY SEWER LINE. SIZE PER PLAN. OH INSTALL SANITARY SEWER CLEANOUT. (D CONNECT TO EXISTING TELECOM SERVICE. CONTRACTOR TO COORDINATE WITH SERVICE PROVIDER FOR NEW CONNECTION. LEGEND PROPERTY LINE WATER LINE SANITARY SEWER SS CLEANOUT TO GRADE GAS LINE GAS METER ELECTRICAL TELEPHONE SAWCUT .. ::a:., ... ....: .... .....:: :.: :: :. ..:. :. ..... .... :: :: ::. �:.. r on .:. ::. iwil 88t 11.111, i, „,.., .. SMM 10/26/2016 �r � : NX / R TACtzt SP REVIEW AM 1505 Westlake Ave. N. T (206) 522-9510 i SMM 10 518-004 ` Suite 305 F (206) 522-8344 Seattle, WA 98109 www.PAcLAND.COM GRAVITY COFFEE 33370 PACIFIC HWY S. C-3.0 FEDERAL WAY, WA 98003