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12-101022 PLANS (2)-pp 5 �sF �SR t p8sp V-741/7T16F v.xtszlc--, 3 �mT C� � F��ff ectZJr'G5, 25C 4e,5 4 & D JCU 5 V t''► - - s APPROVALLANDSCAPE PLAN fit• •`.:_.O—F STATE OF REGIlare NDSCAHsTECT CHARLES,E. 80ftGET_. KT �1 J 6 N E 00 U Z m Q Q < m U co cc ♦QR � N � E+ O W 0. U'J a >o U QC ol>i 0 o r, ('M M Lf) N Date: 12 Rev: 2 Design By: L'-'r"S, Drawn By: Scale: Project: (2. pc�02D ESUBMITTED CITY OF FEDERAL WAY CDS CA B w c� 0 W O �') �GJ �3J �4J l�J l�J 50' — 0' 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 7 —1 C C C A A A A 8 S-5 Ls 00 I I 'o P. 9 7 10 TYP. S-5 TYP. B 8 —1 1'-0„ 8,_0„ 8,-0>, 8'-0„ 8,_0„ 8,-0„ 1,_0„ m 2' —0" cn 50'-0" BUILDING 'C' FRAMING PLAN 0 LS 5 I BUILDING'C' FOUNDATION PLAN 6 I BUILDING'C' ROOF PLAN �TYP. I �n SIM. TYP. TYP. SCALE: 1/8" = 1'-0" 00 I 1 I BUILDING'B' FRAMING PLAN SCALE: 1/8" = 1'-0" 12 1 BUILDING 'B' FOUNDATION PLAN SCALE: 1/8" = 1'-0" 13 1 BUILDING 'B' ROOF PLAN 5/8" TYPE 'X' GWB ON EACH SIDE 6"x 20 GA ® 24" O/C METAL STUDS 7 I DETAIL YP. 100 M. It7a an 0' —57/8„ SCALE: 1/8" = 1'-0" SCALE: 1/8" = 1'-0" SCALE: 1/8" = 1'-0" CONT. 6" 16GA TOP TRACK PROVIDE 3/4" MIN. SPACE FOR DEFLECTION 5 1 /2" BATT INSULATION SCALE: 3" = 1'-0" KEY NOTES 12. GRAVEL PAVING 38. ROLL —UP DOOR. 72. CONCRETE TILT PANEL, LIGHT BROOM FINISH @ EXTERIOR SIDE, 3/4" CHAMFER 0 EXTERIOR EDGES. 73. MBCI SHADOWRIB PANEL, 24 ga. GALVALUME SUBSTRATE. 75. HIGH SIDE EAVE TRIM. 76. LOW SIDE EAVE TRIM. 77. RAKE SIDE EAVE TRIM. 79. BUTLER MR-24 ROOF, 24 ga. 91. METAL HEADER PANEL. REFER TO STRUCTURAL PLANS FOR ADDITIONAL DETAIL WALL TYPES 0 29 ga. 'U'—PANEL UH-02 ON 4"x2Y2"x20 ga. CEE UH-15 @ 60" O.C. 0 5Y2" CONCRETE TILT PANEL, LIGHT BROOM FINISH EXTERIOR SIDE, 3/4" CHAMFER ® EXTERIOR EDGES. SHADOWRIB METAL PANEL OVER C 3%" 16 ga. METAL STUDS ® 16" O.C. ROOF NOTES 1. CONTRACTOR SHALL INFORM OWNER OF ANY METAL COMPONENTS THAT ARE DAMAGED OR UNSUITABLE FOR NEW ROOF APPLICATION. ALL MATERIALS MUST BE INVENTORIED WITHIN 48 HOURS OF DELIVERY OR CONTRACTOR WILL BE LIABLE FOR COST ASSOCIATED WITH COST OF ADDITIONAL MATERIALS AND LABOR REQUIRED. 2. PROVIDE PRE —FINISHED GUTTERS AND DOWNSPOUTS AT LOCATIONS INDICATED. 3. METAL BUILDING COMPONENTS SHALL BE BUTLER MFG. OR OWNER APPROVED EQUAL ALL TRIM COMPONENTS (DOWNSPOUTS, RAKE TRIM, GUTTERS, FLASHING, ETC.) SHALL BE PRE —FINISHED. 4. ALL DETAILS SHALL CONFORM TO MANUFACTURER'S STANDARD DETAILS AND SPECIFICATIONS. 5. CONTRACTOR SHALL VERIFY SHOP DRAWINGS AND DESIGN CALCULATIONS SEALED BY ROOFING MANUFACTURER AND/OR REGISTERED ENGINEER THAT MEETS BUILDING DESIGN REQUIREMENTS AND DIMENSIONS. 6. ROOF PANELS SHALL BE A.I.S.I. ROLL FORMED 24 GA. STANDING SEAM GALVALUME ROOF PANELS. PANELS SHALL BE 24" WIDE WITH 3" STANDING SEAMS, PRE —PUNCHED WITH PROVISION FOR EXPANSION. 7. REFER TO MECHANICAL FOR QUANTITY OF VENTS THRU ROOF. FIELD VERIFY LOCATION OF PENETRATION IN A MANNER THAT PENETRATION DOES NOT OCCUR AT STANDING SEAM. 8. ALL DIVERTERS AND CURBS TO BE MANUFACTURED BY BUTLER SPEC OR L & M CURB (WELDED ASSEMBLIES ONLY). KEY PLAN BLDG. 'C' BLDG. 'D' SCALE: N.T.S. z Q CL 0 0 w I— Q Cn w Q w 0 w Q N O N u I GENERAL NOTES: REVISIONS: J Q m D Cn N w >_ o z L U F= �-i z m N UJ -t Lo PROFESSIONAL SEAL: ARCHITECT LOGO: AMERCO. REAL ESTATE COMPANY CONSTRUCTION DEPARTMENT 2727 NORTH CENTRAL AVENUE PHOENIX, ARIZONA 85004 P: (602) 263-6502 F: (602) 277-1026 SITE ADDRESS: U-HAUL FEDERAL WAY 35205 Enchanted Pr" S. Federal Way, WA 98003 SHEET CONTENTS: BUILD INGS'B' &'C' FRAMING PLANS FOUNDATIONS PLAN ROOF PLANS 702029 DRAWN: BLC A-9 CHECKED: DP DATE: 01/25/12 Federal Way CD set L0 I 00 I CBR w 0 m �Q O� 0 1 BUIL DING 'D' FRAMING PLAN 1 2 3 4 5 yo— 1" 10' —0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" lo� 6" CONC. SLAB 3,000 P.S.I. 10'-0" 0 10'-0" 4 10 10'-0" I. 10'-0" YP. I\7g M. KEY NOTES 12. GRAVEL PAVING 38. ROLL —UP DOOR. 72. CONCRETE TILT PANEL, LIGHT BROOM FINISH Q EXTERIOR SIDE, 3/4" CHAMFER @ EXTERIOR EDGES. 73. MBCI SHADOWRIB PANEL, 24 ga. GALVALUME SUBSTRATE. 75. HIGH SIDE EAVE TRIM. 76. LOW SIDE EAVE TRIM. 77. RAKE SIDE EAVE TRIM. 79. BUTLER MR-24 ROOF, 24 ga. 91. METAL HEADER PANEL. l� SCALE: 1/8" = 1'-0" WALL TYPES 11 29 ga. 'U'—PANEL UH-02 ON O 4"x2Y2"x20 ga. CEE UH-15 @ 60" O.C. 05Y2" CONCRETE TILT PANEL, LIGHT BROOM FINISH EXTERIOR SIDE, 3/4" CHAMFER ® EXTERIOR EDGES. OSHADOWRIB METAL PANEL OVER C 3V8" 16 ga. METAL STUDS ® 16" O.C. REFER TO STRUCTURAL PLANS FOR ADDITIONAL DETAIL 8 8 TYP. 7 10 S-5 TYP. S-5 TYP. I W CD ogw OCn O 2 BUILDING IDI FOUNDATION PLAN SCALE: 1/8" = V-0" ROOF NOTES 1. CONTRACTOR SHALL INFORM OWNER OF ANY METAL COMPONENTS THAT ARE 1 �2 3 4 5— 6 7 8 9 10 11 ALL MATERIALSAMUSST BEGED OR UINVENTO INVENTORIED WITHIN NSUITABLE FOR W480HOURS OF POFATION. DELIVERY OR CONTRACTOR WILL BE LIABLE FOR COST ASSOCIATED WITH COST OF ADDITIONAL MATERIALS AND LABOR REQUIRED. 100 —0" 2. PROVIDE PRE —FINISHED GUTTERS AND DOWNSPOUTS AT LOCATIONS INDICATED. 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 3. METAL BUILDING COMPONENTS SHALL BE BUTLER MFG. OR OWNER _____________ _____ ______ ____ _ ______ ___ APPROVED EQUAL ALL TRIM COMPONENTS (DOWNSPOUTS, RAKE q - `— — — — — — — — — — — — — — — — — — — — — — TRIM, GUTTERS, FLASHING, ETC.) SHALL BE PRE —FINISHED. 4. ALL DETAILS SHALL CONFORM TO MANUFACTURER'S STANDARD 8 DETAILS AND SPECIFICATIONS. 00 o I NVTYP. 5. CONTRACTOR SHALL VERIFY SHOP DRAWINGS AND DESIGN 'Z' PURLIN, TYP. 10 I I CALCULATIONS SEALED BY ROOFING MANUFACTURER AND/OR I I IILI 11 r -- �n SEE I STRUCT. I S_5 Np I I I ICI REGISTERED ENGINEER THAT MEETS BUILDING DESIGN REQUIREMENTS Ac 7 Qo I AND DIMENSIONS. S-5 TYP. II — — — — — _ I 6. ROOF PANELS SHALL BE A.I.S.I. ROLL FORMED 24 GA. STANDING B — — — SEAM GALVALUME ROOF PANELS. PANELS SHALL BE 24" WIDE WITH 3" STANDING SEAMS, PRE —PUNCHED WITH PROVISION FOR EXPANSION. 7. REFER TO MECHANICAL FOR QUANTITY OF VENTS THRU ROOF. FIELD VERIFY LOCATION OF PENETRATION IN A MANNER THAT PENETRATION DOES NOT OCCUR AT STANDING SEAM. 3 BUILDING IDI ROOF PLAN SCALE: 1/8"=1'-0" 8. ALL DIVERTERS AND CURBS TO BE MANUFACTURED BY BUTLER SPEC OR L & M CURB (WELDED ASSEMBLIES ONLY). KEY PLAN SCALE: N.T.S. z Q 0 U w F- Q cn w Q w 0 W N O N GENERAL NOTES: REVISIONS: Q m D m W o � � z U u I I I I I I z m N O z N "I d' Co I-- Co PROFESSIONAL SEAL: ARCHITECT LOGO: AMERCO. REAL ESTATE COMPANY CONSTRUCTION DEPARTMENT 2727 NORTH CENTRAL AVENUE PHOENIX, ARIZONA 85004 P: (602) 263-6502 F: (602) 277-1026 SITE ADDRESS: U-HAUL FEDERAL WAY 35205 Enchanted Pr" S. Federal Way, WA 98003 SHEET CONTENTS: BUILDING'D' FRAMING PLAN FOUNDATION PLAN ROOF PLAN 702029 DRAWN: BLC A-1 0 CHECKED: DP DATE: 01/25/12 Federal Way CD set X X- 3E n X if- 3E XX X X X X GENERAL NOTES: SITE DATA S��'--X��,�8' —XkX X X X X X X X X X X X X X X X X X X X X X EXSTG LANDSCAPE �I NAME OF PROJECT: U—HAUL FEDERAL. WAY — PHASE I EXST'G CLOSE AND EXST'G EXSTG IRE EXIT LOCK EXSTG EXIT EXSTG ENTER RISER ITH DOOR O/H DOOR DOOR EXIT PROJECT DESCRIPTION: TENANT (NON—STRUCTURAL_) INTERIOR GUARD AIL DOOR IMPROVEMENTS OF AN EXISTING BUILDING AND EXIT EXSTG PAVEMENT I INTO A U—HAUL SELF SERVICE STORAGE LOCKER ° o g ( TO REMAIN CLO E ND I- EXSTG DOCK I FACILITY. OCK 1EXST'G ar DOORS 0 H DOORFTT C / Y \ EXST'G RAMP DOWN I PROJECT ADDRESS: 35205 1 6TH AVE SOUTH EX 'GXITILL �� QEXST'G sEs D OR �� TO REMAIN EXST'G 10490 I I TRANSFORMERI PARCEL N0: TL 2921049096TF I I FUTURE STOPGE 19,393 S. - °---- ° EXST'G FIST. C - LOT SIZE: 256,512± S.F. (5.89 ACRES) z I PANEL TO II o S1-OCCUPA REMAIN SETBACKS: FRONT REQUIRED: 20'-0" m I ° ' "EX o FRONT PROVIDED: 57'-7" v ` _ LINE OF EXST'G EPANELS LTO �' j RE IN H I Q EXSTG 3 R MEZZ ABOVE TO ( �'' SIDE REQUIRED: 15'-0" Q RAKED WAIL REMAIN REMAIN i I RE`, S: z SIDE PROVIDED: 20'-0" I ° ° ° __ ____ ° Cn EST' 0-0 REAR REQUIRED: 15'-0" w �� OR CLO# -AND \ REAR PROVIDED: 19'-9" LOCK EXST'G ORI °\ I D 1 z PARKING: ( 191-g - --Lj - _11D EQUIP. RENTAL OFFICE: 1 SPACE/300 S.F. I ERJA , 3± i 7 REQUIRED: 14 SPACES BARE ° ° SI'G FF11 oNT Q o PACES I YA B. L. 6 C� ui PROVIDED: 14 S —1 Q Q cn SELF SERVICE STORAGE: DETERMINED ON A CASE BY CASE BASIS I I �. 0 C REQUIRED: N/A Ex T'GLLLw70 EXIT Q' m Q n co o 0 PROVIDED 46 SPACES I DOORI EST z z - DO OR O m Co v; -- D w w Co TOTAL SPACES REQUIRED: 14 SPACES > ° ° m > > TOTAL SPACED PROVIDED: 60 SPACES I N C� 0 NOTE: BUILDING SHALL BE--TT--TA E I EQUIPMENT STAGING AREA: 1 7,412 S.F. FULLY SPRINKLERED TTF- VI G LOCD CK _1 4 8 . F. I 0 I C ° ° — C AN ° EXW c I m -cc BUILDING DATA I �— _a CLOSE AND FTT EX T C C,y I m ZONING EXISTING COMMERCIAL ENTERPRISE (CE) LOCK�EX T'G PHASEI E TO �� (EXISTING): EX I D OR PHASEI NEW SHOWROOM C AND 'o NEW D&R BAYS 2,496 NET S.F. L CKMT'G o 1,569 S.F. (3,943 GROSS S.F.) { I S1-OCCUPANCY M-OCCUPANCY , OCCUPANCY (PROPOSED): STORAGE (S1) AND MERCANTILE (M) NEW MEN & ' - - 5'X5' LEVEL TFIWOMEN R/R �� LANDING N 20'X6' WI D W AT L— _ 1 '-1 .F.F. ;RE ER TQ EXST'G S T. FOR ADD L ET/�I S PUBLIC S/W CONSTRUCTION TYPE: IIIB SPRINKLERED INFILL° EXSTG ° -- ° -- of - NEW 30 X6 0 H OOR — - ---" - ° - ]��RETAIL b- _` o f AT 13' -10" A.F.F. / o o °' II I BUILDING HEIGHT. EXISTING 40 ALLOWABLE III I NEW 0'X6 EX T'G CUSTOMER CUSTOMER F R DDD TAILWIND W A OVE EXSTG ENTR s s ACES -- o COVE ED -0 o STORAGE ENTRY o o c�. 61 u„ c� L 13'- 0" A. .F. 1 DSCAPE AND (T w z BUILDING AREAS: REFE TO T W RE AIN T RE AIN ONC. SIDEWALK. AIR K 0 CU MER PARKIN o w o MAIN ARCHITECT LOGO: L- STRCUT. FOR EPOUR RAMP TO R IN) _ 2 HDCP. 6 STD. SPACES ENTR BLDG ' A' — PHASE 1 109,373 S. F. -i-- SCALE: 1"=30' I ADD'L DETAILS E LEVEL WITH 4 m .F.E. ,AND EXSTG o En < RETAIL 3,943 S.F. �- i N CUS-OMER L04D/UNLOAD PARKING (�) SPACES AVE NT-PHASE III — — 1 569 S.F.-I_- SPACEs� ------ D&R BAYS / + - _- � / \C o SELF —STORAGE AREA 841468 S.F._ s0 , — — / ,2 �oCATED - FIRE HYDRANT FUTURE STORAGE 19,393 S.F.-I_ / — _ / ���° PHASE III ' ' — PHASE 111 600 S.F. �0 � I i BLDG B P H S C—� /H� / BLDG C — PHASE III 750 S.F. BLDG 'D' — PHASE III 1 ,500 S.F. AccE S To l / I AMERCOo — PHA Ell Bul DING " VAL 5'-0 i ^� EQUIP, ENT TAG G EA / QP � I REAL ESTATE COMPANY PoritNu" �- `�-�� NEW STRI ING LAN OR / `� APprO '$�►� _ -HA EQ IPM T R= 4'-0" TYP. / > I CONSTRUCTION DEPARTMENT DBtE: I =36'- TY / / `� 2727 NORTH CENTRAL AVENUE • PHOENIX, ARIZONA 85004 cii EXSTG POND ,J LAI% '�- pI`° � \ PHASE III P: (602) 263-6502 ��- - --- -" -- � _- EXTERIOR STORAGE o — �H F: (602) 277-1026 PROPOSED ROOM MIX UNITS, 3 SEPARATE 1 _� BUILDINGS o SITE ADDRESS PHASEI PHASE iII GRANS TOTAL _ _ U-HAUL FEDERAL WAY ROOM SIZE INTERIOR CLIMATE INTERIOR NON -CLIMATE EXTERIOR MINIS ( ) S AC - 3 � Ac � � � 35205 Enchanted Prkwy S. i B LDG-1 ECG- .F. B �G EpE 1,5 0 S F. PRO ED FUTURE oTY. sQ, Fr. °r° OTY. SQ, FT. % QTY. SO. FT. % -. SIGN L T1oN 1 \ Federal Way, WA 98003 — { SHEET CONTENTS: 5 x 5 73 1,825 5% 64 1,600 7 °k 0 0 0% 137 3,425 5% 5�' - �f 1 C�• � O 0 J 1 W A +^ 5x8 8 320 1 % 13 520 2 % 0 0 0 % 21 840 1 % _ /'�/ EXSTG LANDSCAPE �/ o � Q m EXSTG LANDSCAPE �/ % J Q ARCHITECTURAL 5 x 10 171 8,550 24 % 118 5,900 25 % 0 0 0 % 289 14,450 23 % 1 — / (j DEVELOPMENT 8 x 10 15 1,200 3 % 11 880 4 % 0 0 0 % 26 2,080 3 % - _UBLI ' --- W — PUBLIC s�,� SITEPLAN —' PHASE Eioxli:o�: 162 16,200 47 % 109 10,900 46 % 0 0 0 % 271 27,100 44 % W 10 x 15 47 7,050 20 % 11 25 3,750 16 % 19 2,850 100 % 91 13,650 22 % R 7 $ U I � i ITT It D O 702029 NORTHWEST COR. SEC. 9 e,,, U ' e TOTAL 476 35,145 100 % 340 23,550 100 % 19 2,850 100 % 835 61,545 100 % T. 21 N. R. 4 E., W.M. � - - FOUND BRASS DISC DRAWN: BLC C C CHA lV T _D C% F C W �' S C- 7 6 7 W/ PUNC ; MAY 1 4 2012 CHECKED: /n� _ F FE4X€ WA cam; DP `1L N.T.S. — _ _ — — — — — — — — — — — —� — --- -- - Sp-1 O DATE: 01/25/12 ( ) (SR-161 WIDTH VARIES R--40. ® Iedera', `,Nay CD set 022712 ENCHANTED PARKWAY 16TH AVENUE SOUTH ) ( ) NEW 30'X6' WINDOW WITH INTERIOR DISPLAY BEHIND. SEE STRUCT. FOR ADD'L DETAILS NEW 30'X6' WINDOW WITH EXST'G ROOFTOP EXST'G ROOFTOP INTERIOR DISPLAY BEHIND. SEE PHASE III - PROVIDE 30" HIGH CONT. SOLID GROUTED CLOSE AND LOCK EXST'G O/H DOOR, INFILL OPENING WITH EQUIPMENT SCREENS EQUIPMENT SCREENS STRUCT. FOR ADD'L DETAILS 8" CMU 3 HR RATED WALL CO j SOLID WALL TO MATCH EXST'G N I � rik 24'-0" r T.O. EXST'G ROOF 0 2� EXST'G 3 HR WALL REMOVE EXST'G AUTO DOOR AND PROVIDE 3X7 MAN DOOR, INFILL REMAINING (4) NEW 8'x8' OPENING WITH SOLD WALL. FINISH COLOR PHASE III - PROPOSED NEW DECO PANELS TO MATCH NEW BUILDING IMAGING PROPOSED NEW 3X7 MAN DOOR 12X10 O/H DOORS EAST ELEVATION SCALE:1/16°=T-0° NEW 20'X6' WINDOW WITH INTERIOR DISPLAY BEHIND. SEE EXST'G ROOFTOP EXST'G ROOFTOP STRUCT. FOR ADD'L DETAILS EQUIPMENT SCREENS EQUIPMENT SCREENS EXST'G METAL ROOF TO REMAIN--�, WP EXST G STAIR TO CLOSE AND EXST'G STAIR EXST'G STAIR EXST'G LOADING BE REMOVED LOCK EXST'G TO REMAIN TO REMAIN DOCK TO REMAIN 3X7 MAN DOOR NORTH ELEVATION SCALE:1/16°=1'-a` EXST'G ROOFTOP EXST'G ROO 1; OP EQUIPMENT SCREENS _ EOUIPMENT SCREENS PHASE III - PROVIDE 30" HIGH CONT. SOLID GROUTED `° 8" CMU 3 HR RATED WALL N - - 24'-0„ - T.O. EXST'G - -- I ROOF i I EXST'G 3 HR WALL �—CLOSE AND LOCK EXST'G O/H DOOR WEST ELEVATION SCALE:1/16°=V-0° CONT. 8" BOND BM W/#4 HORIZ. CONT. SOLID GROUTED EXST'G ROOFTOP EXST'G ROOFTOP PROVIDE CONT. METAL EQUIPMENT SCREENS PHASE III _ HIGH CONT. PROVIDE S SOLID GROUTED EQUIPMENT SCREENS 8 SOLID GROUT CM U 3 CAP SIMILAR TO EXST'G I 8" CMU 3 HR RATED WALL HR WALL cv #4 CONT. 4 (o 48 O.C. N EXST'G BLDG 24'-0" EXST'G METAL T.O. EXST'G ROOF TO REMAIN ROOF SOLD GCRO� _ PARAPET _- _ O - 1 EXST'G ROOF \ 8, EXST'G CIP CLOSE AND�—EXSVG 3 HR WALL CLOSE AND 3 HR WALL ---- LOCK EXST'GRESUBMI LOCK EXST'G 3X7 MAN DOOR 3X7 MAN DOOR --VL- MAY 14 2011. SOUTH ELEVATION SCALE: 1/16°=V-0 1 DETAIL - PHASE III SCALE: 1/2"=11-0" r Q 2_ O u W Q U) w Q w 0 W Q N 0 N GENERAL NOTES: REVISIONS: w 0 z Q w m m w = Q I J Q I Un z L- o i2 cn m w Cn m o E z U U J J I I I I z m m N N o � �L0 \ C c ARCHITECT LOGO: AMERCO. REAL ESTATE COMPANY CONSTRUCTION DEPARTMENT 2727 NORTH CENTRAL AVENUE PHOENIX, ARIZONA 85004 P: (602) 263-6502 F: (602) 277-1026 SITE ADDRESS: U-HAUL FEDERAL WAY 35205 Enchanted Prkwy S. Federal Way, WA 98003 SHEET CONTENTS: BUILDING A PROPOSED ELEVATIONS PHASEI 702029 DRAWN: BLC -4 CHECKED: DP DATE: 01/25/12 Federal Way CD set 022712 I Ln w 0 om wQ J 0m 0 13 00 I m : ••' 110'-10" T.O. WALL LOW SIDE 100'-0" F.F.E. 5 I BUILDING 'C' EAST ELEVATION 1 1 1'-0" T.O. WALL HIGH SIDE 100'-0" F. F. E. 6 I BUILDING 'C' WEST ELEVATION 110'-10" T.O. WALL LOW SIDE 111'-0" Jk T.O. WALL HIGH SIDE 100'-0" F.F.E. OIL 1 1 1 '-0" T.O. WALL HIGH SIDE OIL 100,-0" F. F. E. 8 I BUILDING 'C' NORTH &SOUTH ELEVATIONS SCALE: 1/8" = V-0" I Ln B J c� om wQ J 0cn 0 00 10' x 15' 10' x 15' 10' x 15' 10' x 15' a'ITDEPRESS SLAB 3/4" 1,_ 0', 8'-0" 8'-0" 8'-0" 2'-0" 2'-0" 40'-0" 1 I BUILDING 'B' FLOOR PLAN 110'-10" T.O. WALL LOW SIDE 100'-0" F. F. E. SCALE: 1/8"= V-0" 12 1 BUILDING 'B' SOUTH ELEVATION SCALE: 1/8" = V-0" 110'-10" T.O. WALL LOW SIDE C rik 11 V-0- IV T.O. WALL HIGH SIDE 100'-0" F. F. E. 3 I BUILDING 'B' NORTH ELEVATION riL 110'-10" T.O. WALL LOW SIDE 111'—Os T.O. WALL HIGH SIDE 100'-0" F.F.E. SCALE: 1/8" = V-0" 17 1 BUILDING 'B' EAST & WEST ELEVATIONS OL 11 V-0" T.O. WALL HIGH SIDE 100'-0" F.F.E. 1 '-0" SCALE: 1/8" = V-0" SCALE: 1/8" = 1'-0" SCALE: 1/8" = 1'-0" 110'-10" T.O. WALL LOW SIDE SCALE: 1/8" = V-0" KEY NOTES 38. ROLL —UP DOOR. 72. CONCRETE TILT PANEL, LIGHT BROOM FINISH @ EXTERIOR SIDE, %" CHAMFER ® EXTERIOR EDGES. 73. MBCI SHADOWRIB PANEL, 24 ga. GALVALUME SUBSTRATE. 75. HIGH SIDE EAVE TRIM. 76. LOW SIDE EAVE TRIM. 77. RAKE SIDE EAVE TRIM. 79. BUTLER MR-24 ROOF, 24 ga. 84. WALL —MOUNTED LIGHT FIXTURE — SEE ELECTRICAL. 91. METAL HEADER PANEL. 93. PRE —FINISHED PARAPET CAP. COLOR LEGEND A. MATCH EXIST. BUILDING P. COLOR: GALVANIZED Q. COLOR: PRE —FINISHED 'U—HAUL ORANGE' KEY PLAN 714WITIRIE ME BLDG. 'B' n BLDG. 'C' BLDG. 'D' SCALE: N.T.S. z Q o- O w Q I— U) w Q w 0 w N 0 N IM r GENERAL NOTES: REVISIONS: J Q m D m C w 0 >- z U Q I I I I I z m LLJ 0 0 1 1 1 1 1 1 1 CG z N r7 �t Ln om PROFESSIONAL SEAL: ARCHITECT LOGO: AMERCO. REAL ESTATE COMPANY CONSTRUCTION DEPARTMENT 2727 NORTH CENTRAL AVENUE PHOENIX, ARIZONA 85004 P: (602) 263-6502 F: (602) 277-1026 SITE ADDRESS: U-HAUL FEDERAL WAY 35205 Enchanted Pr" S. Federal Way, WA 98003 SHEET CONTENTS: BUILDINGS'B' &'C' FLOORPLAN AND ELEVATIONS 702029 DRAWN: BLC A-7 CHECKED: DP DATE: 01/25/12 Federal Way CD set it Lo Ln I B w 1'-0" 8'-0" 8'-0" CD 0 m 2'-0" 2'-0" J 0u� 0 BUILDING'D' FLOOR PLAN rik 110'-10" _ T.O. WALL LOW SIDE 100'-0" F. F. E. SLAB 3/4" KEY NOTES 38. ROLL —UP DOOR. 72. CONCRETE TILT PANEL, LIGHT BROOM FINISH 0 EXTERIOR SIDE, %- CHAMFER @ EXTERIOR EDGES. 73. MBCI SHADOWRIB PANEL, 24 ga. GALVALUME SUBSTRATE. 75. HIGH SIDE EAVE TRIM. 76. LOW SIDE EAVE TRIM. 77. RAKE SIDE EAVE TRIM. 79. BUTLER MR-24 ROOF, 24 ga. 84. WALL —MOUNTED LIGHT FIXTURE — SEE ELECTRICAL. 91. METAL HEADER PANEL. 93. PRE —FINISHED PARAPET CAP. COLOR LEGEND A. MATCH EXIST. BUILDING P. COLOR: GALVANIZED Q. COLOR: PRE —FINISHED 'U—HAUL ORANGE' 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 1'-0" 2'-0" 2'-0" 2'-0" 2'-0" 2'-0" 2'-0" 2'-0" 100'-0" 11 10T T T T 2 1 BUILDING 'D' EAST ELEVATION ilk 111'-0" T.O. WALL HIGH SIDE 100'-0" F. F. E. 3 I BUILDING 'D' WEST ELEVATION 110'-10" T.O. WALL LOW SIDE 1 11'-0" T.O. WALL HIGH SIDE 100'-0" F. F.E. 7 BUILDING 'D' NORTH &SOUTH ELEVATIONS 111'-0" T.O. WALL HIGH SIDE 100,-0 , F.F.E. 10 11 SCALE: 1/8" = V-0" SCALE: 1/8" = 1'-0" SCALE: 1/8" = V-0" I KEY PLAN 110'-10" j1 T.O. WALL LOW SIDE SCALE: 1/8" = 1'-0" SCALE: N.T.S. BLDG. 'B' L t BLDG. 'C' BLDG. t GENERAL NOTES: REVISIONS. J Q F-- m D Cn C n w } o z U cn J l l l l i i i z m N ARCHITECT LOGO: AMEIRCO. REAL ESTATE COMPANY CONSTRUCTION DEPARTMENT 2727 NORTH CENTRAL AVENUE PHOENIX, ARIZONA 85004 P: (602) 263-6502 F: (602) 277-1026 SITE ADDRESS: U-HAUL FEDERAL WAY 35205 Enchanted Pr" S. Federal Way, WA 98003 SHEET CONTENTS: BUILDING'D' FLOORPLAN AND ELEVATIONS 702029 DRAWN: BLC A-8 CHECKED: DP DATE: 01/25/12 Federal Way CD set CONTACT INFORMATION OWNER/ U-HAUL REP. U-HAUL INTERNATIONAL 2727 NORTH CENTRAL AVE PHOENIX, ARIZONA 85004 DAVID POLLOCK DAVID-POLLOCK@UHAUL.COM P: 602.236.6502 1 0 19 9 1­ 4 ..?1 -9 ------ m A USE M.E.P. ENGINEER JOHN L. WILSON AND ASSOCIATES, INC. 13300 OLD BLANCO ROAD SUITE 190 SAN ANTONIO, TEXAS 78216 JOHN L. WILSON AlPpLl(;A7rl0 I PIRO(;ESS J-WILSON®SBCGLOBAL.NET P: 210.490.1367 CONSULTING ENGINEERS/CIVIL AND STRUCTURAL 1519 WEST VALLEY HIGHWAY NORTH AUBURN, WA 98001 P: 253.833.7776 F: 253.939.2168 BEFORE AFTER AFTER 35205 EN FEDER NTED P SHEET INDEX CVR COVER SHEET T-0 TITLE SHEET/CODE STUDY ALTA-1 ALTA LAND TITLE SURVEY ALTA-2 ALTA LAND TITLE SURVEY SP-1 MASTER LAND USE ARCHITECTURAL SITEPLAN L-1 PRELIMINARY LANDSCAPE PLAN L-2 EXISTING LANDSCAPE PHOTOS CIVIL: C-1 BASE MAP C-2 TESC AND REMOVAL PLAN C-3 GRADING AND DRAINAGE PLAN C-4 SECTION AND DETAILS W-1 WATER PLAN ARCHITECTURAL: A-1 PROPOSED FLOOR PLAN A-2 LIFE SAFETY/EXITING PLAN A-4 BUILDING 'A' PROPOSED ELEVATIONS A-7 BLDGS 'B' & 'C' FLOOR PLAN & ELEVATIONS A-8 BUILDING 'D' FLOOR PLAN & ELEVATIONS A-9 BLDGS 'B' & 'C' FRAMING, FOUNDATION & ROOF PLANS A-10 BLDG 'D' FRAMING, FOUNDATION & ROOF PLAN UTH MAY 14 2012 CITY OF FEDERAL WAY CDS 0 0 W Q U) w W ou w 0 7_ Q w w � I J I Q � Z m � � W W O � � Z U U a J w I I I I I z m m N N 0 z — Lo x IMPROVEMENT SCALE: 1 /16"=1'-0" 0' 10, 20' -1' 5' 15' EXST'G DOOR No 8 CLOSE AND LOCK EXST'G DOOR, EXST'G EXIT No 7 EXST'G EXIT No 6 16 PROVIDIJOLID WALL PANEL 25 5X10 5X10 1OX10 10X10 5X10 5x10 10X10 1OX10 5X10 5X10 10X10 10405X10 5X10 10X10 25 10X10 25 EXST'G FIRE RISERS O O O 0 0 O � O O O I O D O OO ® z , , z z , 2 z , WITH GUARD RAIL = _ _ — _ — o - 2 EXST'G 0/H 7 L 10X10 I � 5X5 DOOR _ EXST'G O/H O 0 0 O O ® O O O 0 0 O O O O O F DOORS 24 5X8 5X8 1OX8 1OX8 5X8 5X8 1OX8 1OX8 5X8 5X8 1OX8 1OX8 8 5X8 1OX8 1OX8 110' I OII 10X5 L EXST'G EXIT No 9 PROPOSED ROOM MIX ROOM SIZE PHASE I PHASE III GRAND TOTAL INTERIOR CLIMATE INTERIOR NON -CLIMATE EXTERIOR MINIS QTY. SQ. FT. I % QTY. SQ. FT. % QTY. SQ. FT. % QTY. SQ. FT. 5 x 5 73 1,825 5% 64 1,600 7% 0 0 0% 137 3,425 5% 5 x 8 8 320 1% 13 520 2% 0 0 0% 21 840 1% 5 x 10 171 8,550 24 % 118 5,900 25 % 0 0 0% 289 14,450 23 % 8 x 10 15 1,200 3 % 11 880 4 % 0 0 0% 26 2,080 3 % 1OX10 162 16,200 47 % 109 10,900 46 % 0 0 0% 271 27,100 44 % 1OX15 47 7,050 20 % 25 3,750 16 % 19 2,850 1 100 % 991 13,650 22 % TOTAL 476 35,145 100 % 340 23,550 100 %IF 19 2,850 100 % I 835- 61,545 1007% DOOR NUMBER SCHEDULE 0 8'x7' ROLLUP DOOR O 3'-4"x7' ROLLUP DOOR KEY NOTES OEXST'G AIRLOCK/VESTIBULE O2 EXST'G CUSTOMER ENTRANCE AUTO DOORS (DOORS TO REMAIN UNLOCKED DURING BUSINESS HOURS) O4'x3' TEMPERED GLASS WINDOW OREMOVE EXST'G AUTO DOOR, PROVIDE 3'x7' EXIT MAN DOOR WITH PANIC HARDWARE AND INFILL REMAINING SPACE WITH SOLID WALL TNEW 12'x10' O/H DOOR WITH MOTORIZED OPERATOR WITH GLASS INSERT IN 3RD PANEL - PHASE III OCART STORAGE - REFER TO U-HAUL SPEC �7 FUTURE COMPRESSOR LOCATION. PROVIDE ELECTRICAL AS NEEDED OFLOOR SINK AND MOP SINK PER U-HAUL SPECS. PROVIDE 4' HIGH MR GYP BOARD AND FRP PANEL BEHIND ONEW 30 GAL. WATER HEATER PER U-HAUL SPECS 10 EXST'G TRASH COMPACTOR DOOR 11 CLOSE AND LOCK EXST'G O/H DOOR AND INFILL OPENING. INSTALL (4) NEW 8'x8' DECO PANELS ON EXTERIOR SIDE T2 NEW 10' TALL SINGLE LEVEL NON-STRUCTURAL STORAGE LOCKERS. REFER TO DETAIL 1/A-5 FOR TYPICAL LAYOUT 13 STORAGE AND U-MOVE COUNTER. REFER TO SHEET A-6 FOR DETAILS 14 8' TALL PEGBOARD MOUNTED 12" A.F.F. PAINTED ULTRA WHITE 15 NEW AUTO DOOR 9'-0"X8'-6" BRONZE FRAME 16 EXST'G FIRE RISER SYSTEM 17 CLIMATE CONTROL WALL TO UNDERSIDE OF EXST'G BEAM. 6" METAL 20 GA. STUDS @ 24" O.C. WITH 5 1/2"BATT INSULATION AND 5/8" TYPE 'X' GYP BOARD EACH SIDE 18 INSTALL 'U' PANEL HORIZONTAL - 3 ROWS OVER DRYWALL 19 8' CHAIN LINK FENCE TO ENCLOSE PACKAGE ACCEPTANCE AREA 21 BREAK ROOM CABINET - SEE U-HAUL SPEC 22 NEW 6" X 20 GA. FULL HEIGHT STUDS @ 24" O.C. 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[EXST'G STG. CLOSE NEW 30'X6' WINDOW " O AT 13'-10" A.F.F. I 10 O O ALL AREAS SHALL BE FULLY SPRINKLERED C o � LINE OF EXST'G CANOPY ABOVE �I I �IXSTG STG. CLOA NI Q IliSLOPE SLOPE vl • • m III 11 10X10 ��01ox10 11(a:) 1. 10X10 III 1. 10X10 110E)11 1ox10 III 11 10X10 oxlo 1ox8 III z 1 10X10 5X10 5X8 2 I 5X8 5X10 5X10 5X8 2 I 5X5 01 O O 2 iX5 5X5 5x5 (:�:) 1OX5 6 Sim. - PLANTER 5'X7LEVEL' NoIT2 TO SEWER 75 _ O LANDING O 1 s NEW EXIT EDGE OF EXST'G a F A3 DOOR t PAVEMENT EXST'G 1 EXIT No 1 1 EXIT LINE OF EXST'G No 3-0-1 CANOPY ABOVE EXST'G TRANSOFRMER WITH PAD EXST'G MEN'S EXST'G WOMEN'S EXST'G STORAGE CLOSET ST'G EXIT No 5 ST'G EXIT No 4 EXISTING 4" UNDERGROUND SEWER LINE CLOSE AND LOCK EXST'G DOOR, PROVIDE SOLID WALL PANEL C --------NEW 20'X6' WINDOW AT 13'-10" A.F.F. C L f- 3 L NEW 30'X6' WINDOW a AT 13'-10" A.F.F. C c RESUBMITTED MAY 14 2012 CITY OF FEDERAL WAY � CDS GENERAL NOTES: REVISIONS: W (n z w w w Q Q Cf) I J Q I w z f cn z t~- O O m (n w w D V) 0_ Of pF�- z U U U m m 1 I z N N N w o \ \ N I 1 PROFESSIONAL SEAL: ARCHITECT LOGO: AMERCO° REAL ESTATE COMPANY CONSTRUCTION DEPARTMENT 2727 NORTH CENTRAL AVENUE PHOENIX, ARIZONA 85004 P: (602) 263-6502 F: (602) 277-1026 SITE ADDRESS: U-HAUL FEDERAL WAY 35205 Enchanted Prkwy S. Federal Way, WA 98003 SHEET CONTENTS: PHASE PROPOSED FLOORPLAN 702029 DRAWN: BBC A-1 CHECKED: DI' DATE: 01/25/12 Federal Way CD set 022712 - - __ - - - __ - __ __ __ __ . I I I � . I . I . � �. - . �� I I I . . � I � I I I . � . I I � I .. . I . I . . . I � I . I I . � I . - . � I . . I I I .1 I . I I - I I � � I . . � . - I . .. . . . . I I � . . I � . . . . I I I I � I I . I I I I I . I I � I I � . . . � � . I . . I . I I � . � I I I I I I I � I I " � � . . I � I I I I . . � I I I . . � � I I I I � .1 I I . - . � . . . I . � I I � I . I I . � � I I � I I � I I I I I . 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I I I *.'.*.'.'.'.%'.*".,.'.'.'.*.*.*.'., - . . -_ , I I . . 1� . .,.:.*. 1'_*.-1_.__-,--* URFACE WATER DESIGN MANUAL KCSWDM). IT SHALL BE THE SOff I ­­­­­ ...... *­­ I . I I . 11 4 �. , . , . . .. '. . L L I I . , ... � ....................... .. ... . :-::-::-:::-:-::-::: .. I I . .. ....... - - , . , . , . * . * . , . , . I . , . , . .'.*.%7.% .. . - . . . ...... I . . L . * , * * - I , __ - , . , . I L . * .. - . . 00 -, ** ... *1111*1** % * k N, . ...._._._._._._._._._,_._._._ v -.-.,.,.,.*. I L - D - D . '.'.*.V.1.1.'.V.1.' , I I * I " .. - �, .. - . . I . L . I . L I -j- .... ........ ...... ... ' ... .. ................... � I . I L _< .%,.,.1::.%%1:=*:.%* . . � . .4 to . I I . . . I . ­ .. ... I .............. I I ...... .. I . ... .. .. I . STORM SEWER I I : .. a .. . I L I � S . . US , , , , 1.1:.%7.1.*.1.'.1.1_1.1. I . . . %. 11 0 , , L SD . . ......... ... I ..................... .... ; . L I L , r, , to I IL . . . ..................... L . / , . ... . L RESPONSIBILITY OF THE APPLICANT AND THE PROFESSIONAL ENGINEER TO . .. ... I ... .............. 1. ...: ... .. ...... L .L . - --- *: :.*.*.*.,.*.*.,.*.*.,.,.'.,.'.,.'.,.,. � 'N . . ......... ........ I ...... %.:....:.I . ...... . L � . � I ' L S I L. I - - .. ....................... . .. I. - , I L . . . L I L . L . . I L : '.,.,.*.*.*.,.*.*.*.*.*.'.*.'.*., * , I I— . / , . ......... *.'.'.*.*.*.'.'.'.'.'.'.'.'.*.'.'.*:.-.-.,.I*.- .,.,.,.,.*. I CORRECT ANY ERROR, OMISSION, OR VARIATION FROM THE ABOVE I . . . SANITARY, SEWER S _ . � . , ................ 0 ........ ...... L L I I . . - L . . . I I . . ­ . L L . I . .0 . . � . . . L I I L I ,. I . .: . . :, �::::::::::::::::::. I . - . � L I I I . ­* ..... . L I ::.1.%%V:.1:.* ........ - -.- . " ' ­ , .. . .. . I . . I . . . . 11 .A .. .%,.,.*.*.%,.,.,.'.'.'.'.*.*.*.%*.,.%*.*.,.'.*.,.,.,.%,.,.,. . N'.%'.%'.%%V.V.1..%. � . . ­* . - L - L . I I . , * * " * , , I , %%1.%'.'1 .,: ... * 1*11 ­ . I � .... *.%*.1.%' * ........ 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ALL CORRECTIONS SHALL BE AT NO - L I . , ... ­­­­::.%, . .. :_�.v4�, .:- I * .: ...... ................. i ..... < ................................... .. , . ...... � ............. . I I I . , * ­ *'..:. . . ......... . k -, ..... ..... ,.,:.,:.,:.*::::.*..,.,.*..:.*.'.*.*:. .. I L ....... ......... - - . I / 1. . ...... . .'.V.V %*.*. , *`%%%%::::::::::::::::::. :.A`:.:-:.:.:.: L I . .......................... I .,., a L I .........W..:: .... . . ::....:.. -..:.-.-.-:............................... ... %..:...-.-.-.-.-.-.-.-.-.-.-.-.-,-.-.-.&-.-.-.-.-.%-.-.-.-.-.-.-.-.-.-.-.-.-.-.-:.-. :... -.-.-.-.-...%....-.%-.-.. , . . . : ADDITIONAL COST OR LIABILITY TO THE CITY OF FEDERAL WAY. ....... . . _,;`_1 - * I . . . . . I .. ................ .:..:: .... , . I 1: _: _: .: _: _.' - I L L 1.11*.*.*.,.*.*".,.*.,.*.*.,.*.*.,. . . ... . . - ..--. ­ � a a . I . L . : � . � ... .. .. . . ..... .. ... : . ....................... :.:: ...... 0 I I . .. .... .- .... 1.1::.1.1.1. ..I ...... I . 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A..... ... ­­­­* .......... ­ ... * I . .. . .. . ..� .............. :.*.' .,:.I$n::::::::.,.,.*:.,.*.,:t,�.,.,::.,.,.... ......................... I ., L I - Z. . ... :.7.'.'.*.%%'.'.7. ....... . .......................... .......... I I ........................... .... , " , I . .%W.1.1.1.1::.1.1::.%,:: . . . .. . I I z ,0.-' .'. * , ............ .: ... : . ....... ..4 ... :.,:_,.*�li.*.*.,.,:.,.*.,:.,:.*.*.,.'.'.*.*::.*.I :: *.,:::.*.* THE DESIGN ELEMENTS. WITHIN THESE PLANS HAVE BEEN REVIEWED ACCORDING r).*0 ��: .r .7!.......:....... . - ...... , . ` - .- ., I I . .,:. __:iq_:_.,_ ­ ..... ..................:.:.:.V:.:.:.:.,: ,:::Lu.,:.,.,.,::.*.,.,:.*.'.'�,.,Z:::.,.*.,:.*.I ­:... ...... % ............. 11 . ___ __ .. .:: . - jw. . ..... .. %7. - , . -,.-: .�f - . . . . ....................................... .... ** :::::: :::::::::::::::::, ....... I - 1­7 - ---I .-I - . . I I . .<-. .................... .. .. .... I I 11 : . - :.%*.%*::::::.1.%1.1 :.1, '.%'.... � . . ::.,.*:.%(.:X,:.v ........ :.:.:.:. .:;:-:-:-:-:-:-: .%V.'.7 ........... ...... 1- ---." ". I L . .,.,::::.,.,.*.*.*::."*.,:.*.*.*.'.'.'.'.'.*:.,.,.,- I%* I I * * . ::::::::::: I..' .-*..,'-. . ..%7.%*::.1=::::.,: . - . . ...:.*:::.*.*.*.,.,.'.!::.,.,.*.* :.1.7.,::.,.,.,.,....X TO THE FEDERAL WAY ENGINEERING REVIEW CHECKLIST. SOME ELEMENTS MA Uj . L :� -C. * to ........ ................................. ... I ...... .4. :::.%'.7.%1.1.1 * I * I * I * I I * * I I I * _j I I / .. . .................. 1.7.1.7 ...... . . ­­'­ * * .... Y CONCRETE PAVING .; - e:.... - L I I "I .................... . . (6 I. tr- I ..... ... . . .. .... ..... 11,:.*.1.1:.W.1.W::::. LA ..........,.,.,.,.,.,.*.%'.*.'.'.'.'.'.'.,.,.*.*.*.,.*.*.*.'..,.,..,.,.,.,.,.,.,.,.,. ... :............... -.%-.-.-.-.-.-.-.y., .7.%%*.% I . . .�- -- �: -..: ;I*. 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L ANY VARIANCE FROM ADOPTED STANDARDS IS NOT ALLOWED L I- -.1 _71 ry . I ,::.,.*, :::.,.IT,.*.*:.%-.-::::.*:.%* Lill - ".'.*.'.*.*.*.*.*.'.*.,.,::.,::.,.*.*.,.*.'.*.,.*.,.,.*.*.*.,:.%*.I I .. . -.-:-.%'-*.-*.-%Nr* -­­*­'­'­* - - - -:-:-:.:-:.:-:.:f-:.:..-:.:.:-:.:- F -.1 7 7 -Z - I I .. .......... :-,-­­** .... :::::%-.:::-:::::::::::::::::::-:-:-: . ...... . F ... Z_-� I ... / I � I . � `:: ........ ..%-Ix) ...... ...................... . I .*.*:.,:.,..,:.,.,.*.*.*.*.*.*:.,.% ...... . . . : .1. 1­­1'­­­1­­ . ... -- " .., I . ........... ::::::6� _�_�.._..-.-._ - - - ..- - - - ...17.7...., 71-.%-.v.,.,:.,.-:.0- :.,-. *_.. 1 ..... ---:.-.-.-.-P.--.-:.-.-:.-.-.-.-.-.-.-,-.-.-.-...... ... . '. . -,.: . . . I . . ­ . L/S ........... __ . ................... H . .0 ............ % ....... r.. .......... I GRAVEL . ­- -1 . w Li : :-- L . .. ..., . ...... :.-.-.%-.-.-.-.-.-. .: .. - .- .w. - .,.,::.%*:.7.'.'.'.1.*:.*.' .,::: ...:.: / I - ............................ ............... % ....................... . . .. t .... I UNLESS SPECIFICALLY APPROVED BY THE CITY OF FEDERAL WAY, PRIOR TO P. ;I ---.*..-A - --.---.--. .- . I I L I . - .. . . . .................... V�-: .. ..... . ................ '. . f., L .,:.*:.,.,.,.,:.,.*.*.,.,.*:::":.*.,:.*.*.. I L . . I . .0: '.,.*.*.*.'.*.*.*.*.,.,.*.*.,.*.,.,.*.*.*.*.*.,.%*.*.,� '.%'.'.'.*.*.'.,.*.*.*.,.*.*.'.'.'.,.,.*.,.I I I * * * , I I I I * I - ..... 1w I I I ­*­ - * - - - .=7::.-.-...-:-`,*,. ...........1 * I . L. L L . ..,. :,%...- I .% I I 0 1 ... . ... 11 ................ ...... r P.Y.1.1.1.%V. I . ......... .... % .............. ... . . I L I .: = I * I * I I I " * I 1:.1.1.1.1.7.7.7.7"', L I . L L . . L . , * . ..... , ....... , ...... .................................. - I .1 ......................... / I ' * ......... .- ,.*:.*.,.,:.*.*.,.*.,.,.,:.,.,.*. ': " * %7.V.'.%*.7.� .................... ..... .... %..... I . � I � (0 . " L ,.= _ _ . . ..... 1.*.*.%%%1.'.%':. L .N (n I . . . I . . ......... -- ... ........................ . . - .......... ::::*.. . . ;1 . . ........... . *.*.,.,.*.,.,.,.,.,:.,:.%*.*.*.'.*:.,. .. L I __1 -1 . .......................... � I . - .0. . .......................... .......................... :.7:.7.*:.,::, * * "CLI * I ­,.,t. '.%'.'.%'.'.*.' *.*.'.*.'.*.'.'.'.*.'.'.*.*.'.*.*.*.*.*.'.* '.. ,; . I I , * I * I I * * * W:::.*.1.%1.1.'.1.%1.1.1.-. / . - �i . ..... ­* .. . ..... ...................................... ......... ... ., i:­: .... L . . - .;1 ....-: 'm ......... .... ............:...........:.... I L CONSTRUCTION. . I ,:.,.-.-.-.-.%..-...-.-.-.'.*.*., *.'.'.'.'.*.*.*.*.'.*.*.,.,.'.,.%'.*.*.*.'.'.*.*.'.'.*.'.'.'.*.'.*.*.'.'.,.,.*. . '.'.'.'.' - ....... :........:........ . ......... ...................... .. ....... ...... 1. 1. , - . . .:.*.*.%':.*:.­*­****­' ... * **""""**""""**"****"",*""I - -.-.-.-.-.-. I bi L . ­**1­*­­'­*­­ . . L ...*,; � -, .. ..7c ..... ......... . L .. . . . ............. . L . .......... . . . % '", ­­ * . ......... ...................... ... ...... .a . . I . I . LANDSCAPING I < .1 ...... . .:.,.,n:.,.*.,.,.*.,.*:.,.,::.*.,.,.,. .::::::::::::::::::::::::::::::::::::::::: L LL_ : L � =) : . L I . . . . *.'.'.%%% : .'- '_ '_ : - : - .... : 11 _ : * , * , * 1= F=7 . . L . ................ L I . . . L . 4 .: =. ... : L ol .,_*.,_*.,.%,_,.,.,_,_* _,.:.., ............... 1. 2' . - . .... v I I . ir : . . �.*:.,.%*:.V.'. - . .,.-' .,., � ]l 1 " * 7.V.7.%'.%%%, - :.,.,.,::.1:.% 1.1.1.1:.,.,.,.*.*.*.*.'.*.,.'.*.*.-.-.-.-. -:,- ....: ... APPROVAL OF THIS ROAD, GRADING, AND DRAINAGE PLAN DOES NOT . .. ....... - , * , . . � . . � ......... I , I ... . - .. - L SPOT ELEVATIONS L M ................ %% ....... %% / . . . . L I . . . - .. . I - , - . . . . - . ..,..-- . ... . .. *** ....... w ......... ... ....... I xx.xx 4 � I I ( - _! . . . : - , . .. 4. . . . . ........ L . . .X&XX L *.'.*.,.,.'.*.,.*.%,.,.*:.*.,.*.*.'.'.'.".'.* , , , I I . I L . . I . I . L -N , I . . : , 4 * :1 . .�. , . : , :. .... . . , : �. . :, . , - . . . . . � ;.*, � ::::::::::::::::.--;-,:::::` ,:.*".,.*.,.*.,:.,.,.*.,.,.,.,. . � ,.*.................................. I I � L 11 . I I I L . . . 1. . . . �. ... .� . . . � : " , ..... -, " .; ., , ".,.: . ........ Ld ...................... I TIC . . . a a - 9. , . . . 1� t. , * . ..... I v-.: . : �. �, . .- � 3 . _ I . .. / I .. . . . : _.; .... ,.-' ,:, . ... .. .� 4 .: . . .... :f... ..... CONSTITUTE AN APPROVAL OF ANY OTHER CONSTRUCTION (I.E. DOMES L . / . ...........%..... I ,:.,.,.,.,. . I a I I . .. '. i ­­ - �- "i. .. .. .. .. .. .... 11. .7.%1.1 . 3. � I I I .... L I L . . . L . I . I n L . I - * ----------- , - , . .. .. .. . . 1.7.*.%%1.1.T_1. .%1.1.1.1.1.%%7.*.1.%%1 ................ I . Q I .... ... I I 11 . I ­ I a I / * , .. ................. ........... ...... . . .............................. . I . I .1.1.%'.'.11'.11V ..... . L L 1z * , - -:.T.-.-4.-.,.-.-.-. WATER CONVEYANCE, SEWER CONVEYAN I CONTOURS I ^ * ............... '­­ . I . .. I .:.*.,.* / I . 1. . I .Q. ....... . ..... . ........... . ..... CE, GAS, ELECTRICITY, ETC.) . 1-50 _L - 50 � .%'.'.%'.'.%'.%%-._....... . I L I ... . - 4 . . ............. %. .......... * I , , %*:.,...'.'.'.,.,.*.*.*.*.,.*.,.*.*.*.,.*.11.*.,).*.%,.%*.* . I . L L _0 .. I . ­*­ ­­ � . . � . I . � L I - .... . ... :.,:...-.-::.w._._._._.- .'.*:.,::.*.,.*.*.,:.,.,.,.*.*.'.*.,.,::.,.*.'.* ................. *,'. *::::::.7.% - - - � ------ . ...... L I . - � I . I , . L o I L . . . .......... . I �. . . I C : . . .. ,4 '. .... . 7 L I - z / I L . . L L I ....,:.,.*.,.,:::.,.,:.-:.-.-.-:.-.r�X.,.*:', ........ ,.,:.*.*.,:.,.,.,.,:.,.,.%*:.*.,.,.*.".,.,.,.,.,M*.*.*.,.,.- .. - ::: ... ............. . . - �..... ............................... ... . ... I L 1; ---N I , .,.,_,.1::.,.,.%1.'.' I * I ... I � . L ." . -4 . .:-:-:-:-:-:-:-:-:-:-:-:-:-:-:-:-uo-:-,-,- ­ 14.1 ... 7. , * * , I_';( .1.%%V.%%V.1.% . . . . . . . . . . . . . . � 0 . � . :*, ........ ........... __ ___ I * . k- - :. . X. ;*-.. .'.'.'.'.*.*.*.,.*.,.'.'.'.'.*.% ................ . . ' 4, . ...... .. * * .. � .1 .1 I.% ,.'.* '.%%%..* .... 1.7.1.1.%%1.1.*­1­1 ....... ... -T- U-) . ........... :.7.,.%% < . LL I L �� IL I � .. * . * ..... .1.1.. *.,.,.* . * . I ....,.,.1:.1.1.*.1.* *.,:.*::.,.,.,:.*:.,.,.,.*.,.":::.,.,::. - - - -%,..,-.:-:-.n , I . ....... ....... %%%I.7.%%*:: .... BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY, A PRECON I . (N ;_> C4 .1 %1:.1.1::.%1.%*.*: I ..... , X LOT SIZE: 2,%,512± S.F. (5.89, ACRES) I I I . . ­ , :.:: . ................ L*�..%%%* .................. V. %*.7.'. - I I I . - . ......................... ix ... ..................... . . . 4 1 ....... ...................... .. ...... I ................. / L I .. I I :_ - ­ .... . ............... ­ �111117� :0. : I ...... I STRUCTION STORM MANHOLE . -:::..: g I I . - - ..YA,....-...-.'.'.'.'.*.'.'.*.,.*.,.*.,.:.,.*.*."*.:.:.,.,.,-..-.<-.........: *.1':.%1.%1... '.'.'.'.*.,.,.,.,:.,.*.,:.,.,.,.*.'.*:.I , -%'.V.'.*L: .... *.,.,.,:.,.,.,.*.*.,:.*.*".*.*.,.*.,.*. .*.* 1:......2. . L , . I ... I.% .1.1.�A.,............... ................. I 0 �j .. .%7.'.V.V.%,.,.7.%% � 0 . I L I I . .... 1. ....... *::::.*: .:_._.VA_._.-.-.-L 4:., .:.-.-.%-.-..-.-:D ...................... .. ... 0. (a . I n till (j C1 I .... %1.1.1.'.'.'.'.'.%%%*.%%,.7 I . I I :::::::::::::::::::::!��:::::::::::t:, .1.1.1.*.*.*.*.,.,.'.%,.*.,.,.*..*.*.*.'.'...*.,.-.-. ....... V.- �:-:.*:.: ... ..................... .. ..... �m MEETING MUST BE HELD BETWEEN THE CITY OF FEDERAL WAY, THE I . . L I I � / . .. -et - .1::.%,:.*::::11., ............................................. ..... �. *.*.,.,.,.M,.,.*.*.*.*.,.*.*.*.,.*.,.*.,.,.*.*.,.,.*.* ....... .. ...... w ...................... .. ........ I . 10 %. 11 1.'.'.1.%V.%%V.7 , " * ­ v " L I I I I L .� z ................ ... .- . ,..----- .................. , .... -------.. .- ......... .......... * ­.%'.'.%'.7.'. 7. .'.*.%1.1.1T.w 4. APPLICANT, AND THE APPLICANT'S CONSTRUCTION REPRESENTATIVE. ............. 1.V:.1.% � SETBACKS: FRONT REQUIRED: 20-0 . I I . - ............... ��.- v­.-I... - _ .... :..---.%-.-.-.-.-.-.-.-.-.-.-.-.-.-.-. ...... 4.. ..... .. : ... *.%'.'.'.*:.%* ......... I ....... .1 4 . .:..L.*.*.*".'.'P-.".'.,.,:.*.*.*.*.,.,.*.I .......... . ..... 9 I W I - .*.*.,.,.,.,.,::.,.,.,.,:.,.,.*:. . tz� / . . L I (n ir * -­_ , * - - -.-.-.-.-.-.-.-.-.-.-.....?!?-..-.-.-.-. - - ................ ::.*.'.* ...... ­1­111*1111111*11 ­ I ...,.V.7.,.*­ . .. . ... I . I 1. . � I I STORM CATCHBASIN , 0 0 Uj = I L . 10 -.. .:..., * ***'.***'*"*'*""*",*"""*"* ............ ....... ­*­** ... *­­ ............... :4.:-:. ... 7416 . . I . - . . -.-:. 4 . � . :, of ............................. ............................. *.'.'.'.*.*.'.*.*.*.*.*....'.'.*.*.'., . I ................ 1.1.'.%'.*.'.'.*.*.'.'.'.*.'.'.*.,.,.*.,.'.*.*.'.'.*.'.*. -, . , , . . . ..:.:.:.:.:::::::j*:*:-- . I kw . ::.-.-.v,-:::.-.-.-:.-. I " 06 j �- _.... N;e . .�' . _..*.,.%,.,.,:.1.*.,.%'. ,.,.,.,.,.,:.*.*.'.,.*.*.*.*.'.*.*.*.*.*.'.*.*:.*.,:. .: :..:::.n.-.-.%-.-.-.-: ..... *.'.'.'.'.'.'.*.*.'.*.*.*.*.,.*r7.'.*.*.'.'. .'.'.'.*.'.'.,.'.,.*.*.,.*.*.*::.*.*.I * I I I * * I I I * . . . . :....:.Q� ....... . .'. . ZD I.- V) N, I '.*" 1:.N:::.*.*:.,.%7. FRONT PROVIDED: 57 -7 � . "t .. �! . . .... .. .... ............................................ .. e . .................................. .:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.f..* . F=! Q. . . ..... I . . . I I - ­ ., * .,.'.' .*:.*-'. . . . I A , . . :.*.*.*.*.,.,. I I r= Q ,z) :.,.,.,.-.,,*.'V.-.*.-.*.,.,::.% � .0. . _____.-.-.-.-:::.-.-zr_- . .'.'.'.'.'.*.,.,.,.,::.,.*.'.'.*.,.%I .::::::::::::::::..::::::::::::.:....*... *.*.%' . A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER � I .. - L .. - -. - ---- ------- - - ..-.-.-.,.-.-.-.-.- -.- L/S � .....1.1.%1.*:.%%,.%,.,.-:5 L/S -- L/S ':' " * ­­ " ­ * " * '.1.%'.'.'.%'.%,.-.-.-.-.-: ... ..:...:.:.:.:a . I I SANITARY SEWER MANHOLE 0 0 1vv_ ......... I ....... *..*. SIDE REQUIRED: 15'-O" 1 - .*. -.-.-.-.- ..4 . 7.'.%1.1'. * .%%%V.'.J Z) :z �j . I ..:r,.. �..j .......... ..'.'.'.*.'.*.*.*.'.,.'.'.*.*.'.'.'. I - _'. � .1 7.7.'. :.-I.'-...` . . I . � �'i._�'. �'.� : '.*.%'.'.1.1.W.,.W.*:.%' I ............ . I I I 1 23 , * :5 'SoK IN ` -:-'- -"_-��_-"_`_` I : . %.:r...-:.i.n.:..-:.:.-.:..-...-:,-.*.,.*.,---- -% , __,�_ %7.1:.1.%%1.'.7.. .:.: . .*.*.'.*.'.'.'.'.:.*.%'.'.,.*.,.,.*.:. L/S : ,:.%%7:.,.%'.'.. CONSTRUCTION IS IN PROGRESS. @ I ­17 ....:: ..... 1. . ..:. ...... . 4z ... :.%*.1.1.1 ....... . .... . '.` -.-. ............v, I L -7) . . ........ & .... :.7.%%, / SIDE PROVIDED: 20'-O" . ....%'..... . ............................. I * I * I * *.*.,.*.%*.,.,::.,.,.*.'.'.*.,.*.*.,.,.*.*.,.'.*.*.,:.*.,.,:.*.,.'.* I. .,.*.,.*.*.'.*.*.'..*.'.*.'.'.'.,.*.'. .....7. I ......... ........ .. .... Cn . I . .� I ... ­ .2--t ........... I ...... I ........ 1. 0) ...... I I . .. .... L . . I " .. . .. .... 4 .... .............. ............ * ... , 5. . - 0 . . . ...... %1.1.1.*.'.'.'.'.'.,.,.*.,.*.*.*."*.'.,.*.*.,.,.,.* ................................................. .. ............ %*.*.*.%*.,.*.'.,.*.*.,.,.*.*.*.*.,.,.,.-.- *:.*.V.1 *:.*.7.%7.%0 . L C. �', .. ..................... ....................................... . ................................. --I ...... -..Ea..................-.-.-.-.-.-.-...... .. ........ . . . -4 Uj I .......... ........ I I I REAR REQUIRED: 15 -0 a I . : .'.'.'.'.%,.1.V.* ....... .............. '.'.'.' .: .. ........... . I ....... V .. ........ I WATER VALVE I �____ . 63 , . .. . ...... I/ . 1111 . '.. .. ....%-.-.-.-:.-:.-.-...-..:.'.*..'.'-'.*-::::::,..: ­: . ........... **p -.-.-._:._.-._._ ... " N :...-:.:.:.% :R %, ....... I I . .. . 1.%1.1.1::::.*:.7.'.7:.. * * %%%%'.* ................. . . I * * *.,.*.*.*.,.,..,.*.*.*.,:::.,:.*.*.,.*.*.*.*.* ... _11.1.1.*.%1.1.%1.1. - �, .%V.%%'.'.%'.'.V.'....._ ­ � .... .................................. :. - -.% .-:.-..:;"w .. . a L I - ` , I :" ....................... ...... I .......................................... . %. ............... ­ .. . Q .4k ............. %%%,. .,. . I - , , - I * .. . 4 ..................:. .::.-:..:..,-....:.,:.,.*.,:.,::*..*"",,** ­'­ ..... *1 ..... :.1.1 CONSTRUCTION NOISE SHALL BE LIMITED AS PER FWCG.( I I I . . . a . I : I -, .......... I ..... I ............. ..... SECTION 22-1006); 1 L \L11 I . 1".,.,.%,.*.,.,t,�.*.*.,.*.,.%,.*. REAR PROVIDED: 119'41 1 L a I , ..-.-. ."', --- ................ . =..-...-.-.-.-.-...-.-.-.-.-.-.-...-.....*.%*. . - %'.%V.1.1.'.1. %*.'.*.'.%%'.*.*.*.*.'.'.'.*.,.,:.*.'.'. .7 I I I 0 , - - ...- - N . . . . _ . - _ - - _ ..-. * , - - - * * - - .., , - _ - - IG . . . . . ..N . . . , - - - ` * - ... , - ." , - - - .., , - - - - ` `_ , _.. .. _" * - ` , - - -'-%*.'-%*-%%`%'_'-_- , , - - - -" , - .. - - * 0 .- � - ..-.- - � I ---... !! ffl � -__-__.-_-_-.0-__--_*_--__--_ I ­ -._._-.__-.-_-_.__ _._..-_.---__--_--- - - - _-.-.-._____� .... .... I ................... .. ...... --_----._.-.-_--____.... -_.--__-__-_-_______ ---,-.....-.-.-.-.--....-.-.................-....-......- ....................................... I ........... ..... 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":.7.*.1.1.1.1.7'.� I.% .............................................. ­ ....... . * . , . , . * . , .. . TH I � . I I . - , . ..................... ................................... +----BF;.- * - - - - .-:.-.-.-.-.-.-.-.-.-.-.-.-. -. r I � - " _­ - zbi � I � 1 4 , ........................... . ............................. . ESE APPROVED PLANS SHALL NOT BE CIONSTRWTED UNLESS AN APPROVED I . . . qq6,,j ­­­ ................................................... ::::::::::::, .. I ::::::::::::::::::::*,: '.*.*.'.' � I " * --------- - : . " � .... ............. a "4-* .,:::.,.*.*.'.*.*.*.,:.,.*::.,.*.'.'.*.'.*:.I � ., ,� I I I . . ;a. -.: ,.,.,.%,.".%,.%%*.,.**­ -4:::::::::::-:.-. .'.*.,.'.'.'.*.,.*.'.'.'.'.,.'.*.'.'.'.*.*-'.'.,.'. � "I � - 1, . kI � � : A . ............. ;V.V:.*:.,.7.*:.,.,.,::: .. ..... %,.*.,.,.,:.,.,.,.,.,.*.*::.,.*.'.*:.,.*:: ... .. ..... ............................................. . .......................... * %1.1. � I � I I . 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I 11 a- .. . - -� ..................... ,��'...........,.-...-.-...-...-:..G.-�-*.-.*-:-*-.i��'41** ......... * " ............................................................................. I ... . .*..*.'.'.'.'.*.'.'.*.,.,.,.*.'.*.*.'.*.'.*.'.*.'.'.'.'."'.'.*.*..... '.*.'.*.*. . SUBMITTED TO THE CITY OF FEDERAL, WAY AT . I . . . � I . . I . _a. . � , .. ------------ ;i;�__ - - - ­ ........... ­ Y, -7.1.1.1.1.1.1.1.1.1.% *11.: ............................................. .�A .: ... .................... 1.,-`::::fl IFAST THREE DAYS PRIOR TO CONSTRUCTION. . I . I . I . ,� I ............_._._._._._._._ .. *"**,*",*,:.,:.*::.,:.",�::::::::::::::::::*f:::: ...... I . � � . I . , ............................................................. *.,.*.*.*;,.*".'.'.'.*.*.*.*.,.,.,.,.,.*.*. %* . ............................................. .. - :::.,.*::.*.'.,.*.*:.,:.,.*:.,::.*.I , '�*." * * � � . .1 . 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FOUND CASE MON I . . . . ­ ': , . , ­V-'-'-%'-%* ......... ................................. .... *'.'.* .......................................... :.,:.*::: .................... . . I I I , * ..­ .... ­­11"'I", , " ... ..... 1.1:.7.%W..* ............. a..._ I � ... ., :.*.' ..................... � I � - . . . * ... � . . � . I - ...... . . . I I . .... . .*.'.'.'.'.'.*.'.*.*.'.*.'.*.'.*.'.'.'.'.'., '.' 7-7-% ::. .%. SHALL BE KCAS OR NGVD-29... . . I � I I I I . . I I / ... . ................. .... - ............ I ... .. ................................... ...... ...... " DATUM - .. ..... i ...... . * ­ � . . I - . .? .. .: .. ... ........ 7..-.-.-.-.-.-.-.-.-_ _-_,.,_,.,., . , . .'.'.*.*.*.*.*.'.'.'.'.*.'6'.*.'.,. . : .. ...................... 7.., . .... :, Sw. . VERTICAL . I I I . ` ::..,:::.V.7:1'.*-%* ........... "S I Ljj , . . , I 1. I � . 1. I I . ... - �' ­­­*W.* * L/ -..-.-:.% L/S . L/S :..... ............... I . ...................................... .. I I . � I � . � . I , I � I � . I � I . I I I � .. .:. : . ... .................... ::.1.*.1..,.., '.%. . . :. .i 6.1.'.,.'.*.*.*.*.,.*.'.*.*.*.*.*.,.,.I I., I I * * .:.:O:-:.:. . I GAS METER 0 � . ..::., :.:-,-, -*-'-*- -:-: LA :-:*,**'***"'*'*'.'*."'.*.'.'.'.*.'.'.'.*.'.*.'.".*.*....; . . � 9. V) , . I . ;_ ....................: ....... ::.. '.... . I I . I I . . ;-. ­­­* .... ..... I I * * * " * * * * * , I * " * "....,.,.,.,:::.*.'.'.'.'.'.,.*.I ..... .. ..,:::::: ... 1.%%'.'.'.*:.. ....... . -:.J!::.: _*_**:`*:. . - '.7.,.7:.7.* .................. .............. ................................................ I ............... I � � I . . .,0 ----------- *­' . S ........................ . . ­­­­ .::::: , GROUNDWATER SYSTEM CONSTRUCTION SHALL BE WITHIN A RIGHT OF WAY OR - . ......... ",_ " `_.'._..-�.-.. , I "' . I . . . � .... � ---- � 7.%1.'.V.'., .*.%%%*.*.*.%'.*.7.'. .,.'.*.*:.*.*.*.*.*.*.*.'.'.'.'.'.*.'.*":.,.*.'.*.'.'.'.,.I .................. . i'..*."'.*.*.'.*.*.*.*.'.'.*.'.'.*.*.*.,.,.::.- .1.V.%7:.*:.1.1 . I ............ ...............:... .. : ..... ... -::.,: ............................ ..................... I ....... �. .: .,.*.,.*.*.*.'.*.*.*.,.*.*.'.*.,.,..*.,.*.,.*.'.'.*.*.*.........t-.-. ..... . � I ­ '4- 5 - ... I I � ­.71 ................................................ ................................... :...-.-.-...,::.'.'.*.'.'.*.,.,.,-,.--- ....... * ....... ........... '.... A ­ ', . w ........................... V.% I.V.1.* APPROPRIATE DRAINAGE EASEMENTS, BUT NOT UNDERNE _< , - .... :.-.-.-: - ... ..-.-.. - - W.- ,...... -.- ..-.-.- " ­'­­,*­ ....... * .... . , � .. . .,.*.*.*.*.*.*.,.*.*.*.*.*.,.*.'.*.*:.*.*.*.'.'.'.,.*. - - - - . .................. - * - - * ........................... ..... .. . ... . . .*.*.'.' * .......... .A.. ATH THE ROADWAY GUY ORE ANCHOR E- .- . .. ............................... ::..::.-...-: .::.-.-.-.. - - � .. .................................................. ... .... :.............­ ................... -1 _: z: _.......... .... ..... I . -, ................ **­ . �57 ................ 'A I * ---- -- _ ........................... ::. . .... ,.,.,::. . 10- SECTION. ALL GROUNDWATER SYSTEMS MUST BE CONSTRUCTED IN I � . * * , , ":*:' *'*** *1111­1­1­ 11 ­ ............... .. . ....4. : . ...... W....., . . . . . . . . :::. . . . :...-.-::..:::..:.-.-:::.-:.-..:: ............................. :..::::.-.-..:.....-.-.-..:...-.-.-.- :., -.-:::.-.-.-.-. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. .............4 ..... .. %1.%1.%% '-'-*-*.:::::::::::::::::::::::::::::::":::: I M . .*.*.,.*.*.*.*.*.,:::.,.*.*.'.*.*.'.'.*.*.'.'.*..*.'.'.,.*., .*.*.*::::::.,.*.'.*.*.*.'.*.%*.,.'.'.'.,.,:.,.*.,.*.*.*.*.'.,.,-,.,.*. . . . . . . . ..... .­ , 1, * %1.1:.%'.'.'.'.'.%'.'.­ .......... ... I .*.*.*.*.*.*.'.*.'.'.'.'.'.,.'.'. ... ... . I .. , . 1 * , * *1 ................................. ....................... %'.'.'. .............. a ..... I ... 4� ......... .. .1.%1.% � . .. ... ­:.-.-.-.-._.,:::....: ............. a. .::.".'._F.1._.* ......... :.,- *.'.*:.* ............... ...... . ACCORDANCE WITH THE WSDOT/APWA STANDARD SPECIFICATIONS. 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" ........................ .. ....... ...... ... ... :.,.*.,.*.'.*.6.*.*.*:.*.*.*.*.*.*::.,.*.,:.*M::.,::. ..... p 0.*."*.*.,.,.*.*.,.,.,.'.'.'.*.*.*.*.*. .*.*.* . .. ...... . li.- '.. .,. ................................ ... ... ..... �: 'i ............... .. ...... . .. ................................. ......... . D COMPACTED TO 957* . Ld - ....... .... : 4.­ ..... ..... .................. .... a .... . I . � . . ... . . ....... � .......................... .. :.,.*.*.,.,.,.,.,.*.,.,.,.,.'.*."*.*.'.*��:*.'.*.'.*.*.'.'.'.'.'........... ........... ..... * ....................... . I I I , , ,."- :.... -,:..:.,..Y..-.-.-.-.-.-...-.-.-.-.-.*.*.,.*.,.*.,.,.'.,.,.'.'.*.*.'.*.*.'.'.'.*.- , ­ ­ ­ * * , , * , : :.%*:.7.*:.,.%%7 :.q-...-.-.. . . DENSITY. I I LLI . . 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I ..\-.- - - - .- _'.1 .*.,.,:.,:::.*.*.'.*.*.*.*.'.'.'.'.'........... - - - ; � ,..,--.*-*-ta*-,-*.*-*.,.*.*.* ....... *.%1..*.*** DENSITY IN ACCORDANCE WITH WSDOT 2-063. 1 'D � ! ::.,.*.*.*.'.'.'.'.'.*.*.,.*.,.'.*.,.*.'.*.*.'.*.'.'.'.'.'.*.'.'.'."'.'.*.*.'.'.'.*.'.'.*.*.*.'.'.*.*.*.*.'.... .'.*.*.* . I CATCHBASIN NTH TESC INSERT - -_ .." '.*-.' .1.1.* 1.%* * .1.1.1.1.1.*.,.*.*.*.,.,.*.,.,.'.'.*.1.6.*.,.*.*.,.*.*.,.,.,.,.*.'.*.'.*.'., .*.'.'.'.*.'.*.'.'.'.*.*.'.'.'.'.'.'.'.'., ­ * * ... * * " *' :.%1.%%%*:.1_1.*.'.'.* .*.* ... ,:.*.*.*::.*.*.,:.,.*.,::::.,.*.*:.,:::.,.,.*::. I . ....... ,,< ................... I :.%-.t.-: , * , * * * , * * * * * * * , . , . , ; * . - -:.%*a -.-.-.-.-.-.-.-.-.-.-.-.- ..... - ...... . . . . . . . . . ......... . ..., - ..... - ....................................... ..... 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'.-.*-* I * I * * * I , * -, I . . ,.*.*.,.,:.*.,.*:.*.*.*.*.*.'.'.*.*.,.,.,.,:: - � I �UN . WATER METER I . .11. C? -.�z ­`­.-, - - - . I lm=a .. ...... � ­ . I ! -1n:::....-.-...-.....-.-...,.......-...- L/S -71 .�,; � . . I I � a � , . , . . � . �, . -, . A .1 " ": , - . . , � . . . . .. . . . � : i I . . ..... I *.*.'.,.*.*.,:.,.,.,.*.*.'.'.'.*.,:.,:.,::.* %%' .V.,.6.7.%76,., . . .. - - . I , * , , - 6. : A , -.-.:::. 1.1:.,.*.*.,:.*:.,.,.,.,.,.,.*.,:.,:.,.,.,.,. '.*.* .%%'.'.%1.'.'.'.1.6 .. .. . � . . . ... .. ,- . . . - 4. - -.1 � . . .. " . . . . . .. .. . 11 - ., .;." - "' . . . .. . ....... ........................... ... ............. . . - , I � � . .. . . ... . . .1 . .. . : ...... , , L, . I . .. : .,:* - .. .. . . . , ,A, -­ .,.. - 1. I . .. � .............. .. 1* APPROVED BY THE PUBLIC WORKS DIRECTOR AND NOTED ON THESE � , . ­­­ � . ... �. - - __ .� '. ': . , .4 .. * , *: -, .. ..' . ­ "; � � . '"'i .7.V.1.% 1:.W. ......... 14. - . . I , - - - - - __ . .. . A: - < ' : �: . . : .1.7.1.1.7.7. I APPROVED PLANS. ANY OPEN CUT SHALL EE RESTORED IN ACCORDANCE - .. 10 . - I . - 1. ., . I - ........ i___ _', * * * * .... * .... � � - I - . .:. .*.*.*.*.,.,::.*.%...'.'.'.*.,:.,.*.,:.*.".,::.,.,.,. . .. � . I.. .. :. - - . ...... ......... I . I . I . � . . : ... :.%,ia '.,.'.*.*.*.*.,.*::.*.,.'.*.'.'.'., 1. . ____ . - . ­ ;, . . ..; . ...... - -........M.............................................. . ­ I . � I I . I . . - , . - .. . .. , i .1 � .. .* :.,:::: 1.1.%1:.7.W 1 .............................. . � ..... < ........................ :. :::::j:::::::::::::::::::::: . I � . I � I � I . . : . - I , , a -. J, . .......- ...... 6 ............................. .. . ­ . TH KCRS 8 03(B)3. I I .1.1.1.%* ... *.1.'...*.1.%%.*.1.1.1 ... . I . . I . .. I . ........:Y�� ... I ............................... ....................... 7.%*.%1.%*.1.%1 ............ ...-. . - , I.%,.%V:.*.,.,. . . 6 . . . . . . . . . . . . .. . .......... . .. � � . 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I � � � I I . � � � . . I I I I � I I*.` V ...... ..... : ...... , I . I . . I I . . I . r . � . r : I . r I I I . I I � . r . I . . . . . . . . . . I � . . ':.'.':.'.'.*.* *%%%%6*%' *%-*-*.6.*.*%-*- r r FEET IN HEIGHT FOR CUT SECTIONSOR FOUR FEET IN HEIGHT FOR FILL I I � r . . . � . I � . � 1. (#2,92104-.9077) . ��. .1 I I I I � . I W/ PU . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ... . ........ IE NE - NORTHEAST Gil I . I I � I 11 I . I . . ­ I � . . INCH I � . I I 0) � � I . . r I I � . . . � . . � . . .. . . � I . I � 11 . r . ,. . . . . . . ........ .............. .. SECTIONS: UNLESS DESIGNED BY A GEOTECHNICAL OR STRUCTURAL ENGINEER . r r I .r - 1. . . I r. . �. . . � I I 11 � I . � r I r . r . �; � � �SE - SOUTHEAST . � I . . I 1. - ­ 11 . . I . .- I r .. . I r r r . . . �� . ... r . . I � r - LICENSED IN THE STATE OF WASHINGTON. r LF r � I � � 10 ' . . � . I I r . .� . � . I . . . . . - .. � . I I I I I . ! - I � � . . � � � � � � � � . I . . I r . . � . . 11 � I � - � r I I . -1 I . � � ­ � - . .� � � � I I � I � I . � LS I- LANDSCAPING r I ,r . -'317 . I . I . � . � I � 1, I I . . � I r I � . � I I . I LEGAL DESCRIPTION � . � � ­1 � 1. . . IREQUIREMENTS � . � � I I 601/s 4 � . � I . . . ­ � r � .. . r . PARKING I . � ­ . . r � 1. I � I � I ­ r I . I � 'r . ­ r . - . I r . r . . I I . . I � � � I I . I � � � . 'r . - I . . I .. � . �. . . . r . AMMU . I . I .. I ; r I LOT 1 OF fyERAL WAY BOUNDARY LINE ADJUSTMENT NO. 06-102635-00-SU, , rr � . 0 . , . . NJ . KLILKLN(;L VHUNL NUMLJUC), RECORDED I NDER RECORDING NO. 20070130900008, IN KING COUNTY, WASHINGTON. �. . � � I I . . � . r I r � . � r . I . � I . I . . . I I . . I � . � I . ."ONE CALL" UTILITY LOCATOR: r 11-800�424-5555 . I THE LAND DESCRIBED IN THIS MAP OF SURVEY IS THE SAE PROPERTY AS THAT I r C I ITY OF FEDERAL WAY PUBLIC WORKS DEPARTMENT r I I I .� � I ­ r, I AN . � � .1 I . �. � I r � � . NCS-505093-SAl WITH AN EFFECTIVE DATE OF SEPTEMBER 13, 2011. . 11 PRECONSTRUCTION/INSPECTION NOTIFICATION: . (253) 6611-4131 � , . . . I I I � I I . � I . � � .r . � .. .... ... 1. I . I I r . r . I � I . I I . r I . . r I I . - I � . . . . ' . r I I � r I . I � . .1 . I . r r . I I r . . � � . � . . .. r. BUILDING -DETAILS: . 0 . I 1. I .1 r. , I EARTH 1WORK QUANTITIES. r .� . . .1 I I . . I I I ,� . -no -B . I I . � r 1. . I I I : , I � I 10 West Land Surveying & Mapping, Inc.' CONsTRuc N TYPE: r V I r . . � r . . . I t r . ­ . I CUT r I I 1 50 CY I . r 410 S. Forest Glen Blvd. rAUTOMAT'C 'RE SPRINKLERS : , - . .: �� .. I . . � � . . r . . . . . . . . . . � � I r r . I - � r I � . . FILL: 25 CY I I r � . . I r r . I I I Post Falls, ID 83854 r � - I . . I . � I . � . . . I I � � I . � � r, I . r . . . r I . . I � . 1. . . � r * NUMBERS ARE ESTIMATED AND SHOULD NOT BE USED I I I 11 . . . www.10westsurvey.com : .. . I . . I I r. I . r . I . � r . r . � . � . � I � � r ... � � . . I r I . FOR BID OR ACTUAL WORK QUANTITY. � . r r � _. Anh Me) ii-nnRo . . � .1 1. � . I r. I - ­',; L. .- o­ ­ _4_ - � - - 1 L. .­-.1 7�- -,�-­*-�...'._��Z__ ___,L�,�'-.-_v -. � _., - �,: ,�'. ---_-, -_' T' -, _ _­� �­ I'- - - - - � �. - �'_ 4L � L_. f_ " 4 . . L _ lq�, - -a-M-M _ ­ .._,- ' - j­ _ __ _ff. - -7�� Q�,� r 4 - - _' I - � - - L .r __ ' . I 'L _w ­. LOF �Nr _ :7 . rl� .. i_ ._ ­ - - ,� � -, �.­­__ 0 .. � . .- - ;,�.!.��7 Ll�. � � :r 7,� ­_ ,�,,� k -, ; - F:, " `� -_ �-i�-�-`a:�-- �;!-::ff'g-=�r;fr_.,; - _­ � - � ­­­z I .. 1_111, :_ __ .. ._,.,,zM-__ - --- Fj�f,.­:.-Z�­�_jf�t� - � _ _��_ , __ -!.!,'�i;��--7-i�-----�---7�,-�--- ]RqwR_=..-< - = - � q.r ,. ­ - - ul". * 19f3i_ .;L .T�,�. 2WNQ24 :: -__�___� i(.), 7_­ ­ __ - _42 . - _5i�_ J. i '�', 0- �Z2 _�` ,�7_ - _L _:i _ z:-. �­�� _< . � it�tSL ....... t _ 'L ­ �: - �§f. _... 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I I I I � I . � . . � . . � I .1 I I I I UUIU W172CW.r � 1. . I . I . I I .1 . I ­ � - I . � � � I � I I � � L I . I � I � � I . . . I . I I � . . I I I . . I I I I I . , - ------� � - 28 1 . .. I . I I � I I � . � � - . . . . . I . � . � � -_ . I . - I . I I . . � I 1. . . � � . � � 11 I � - . ---.-. I I . � I I I �.. I . 11 � - . I.. I . . I . . - � I I . . � ­ � - I - . 1. . I ­ 11 UTIUTY CONFLICT NOTE: . I I DATE I I I 11 . I . .1 . . . I . . . I I . . . ­ . I I I . ­ 1, .. I I . . I I . �. . . I I . .. . I I � � . . � I . . ! . . . � - I .1 � . . I . 1. I THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, 1, 11. I.. .­ 1. 1. . - � I I I .11 .1 � . PERMIT NO. 05-101825-CO. PERMIT NO# . � . � I I . - . I . I I � . I � I . I ::: . _ . ­ � � � � I . . � 1 . . � .1 . . . . - I � . I I I . . . � I . I I DIMENSION, AND DEPTH OF AH EXISTING UTILITIES, WHETHER SHOWN ON DRAWN I- I . . . I . � I . . .1 I I . MIC I . . . � . . � I � I . I I . � . � , I : . I . . THESE PLANS OR NOT, BY POTHOLING THE UTILITIES AND SURVEYING THE . . I � . .1 .1 . ­ . . . . .� . I CITY OF FEDERAL WAY �� I . I . . I . I '_`­_­_ I - I � I � I I I . I . I . . I I 1, . THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS CHECKED I I . I I I � . � � I . I . I I � � . ­.. � � I I � I I I . I .1.1 . ... ,� .... .1 � .. . . � I I I ,� .1 � . , AS -BUILT . .�. I . .1. . .. � . I . ...., SHALL INCLUDE CALLING UTILITY LOCATE 0 11-800-424-5555 AND THEN I . ­ . I . I I . . I . . � , . . . .1 I I . I .1 - � - � � � . . . . . I . --- - --- I --- 1. ­1 . .". . . I . I . 1. I I I , I . � . � I - - I I . . . I . POTHOUNG ALL EXISTING 011UTIES AT LOCATIONS OF NEW UTILITY . I . � .1. . I I . - � - I I 1. .... . I ­ � I I I . . 11 I I '. I � . . I 1. I � . . . I I . ... �.. �. I � .� � I � 11 I . JOB NO. . � I . I � . . . . I � . I . . I . � I . I � . , . . � � . I . . . � � . . . I I., I— . � . 1. I I . � CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFUCA, 1 , 11076 � � � . I I . � I . I . ­ . . I-— . ­. - I I . I . � � - � . I . I � . . - . ... I . - I : �. . .. I . . I I I I . I . . I � I., Approved By. . . . LOCATIONS OF SAID UTIU11ES AS SHOWN ON THESE PLAN! UE -- . I � I . - , . I . I . I 1. . I . ". . � 11 I I : . . .. - I. I I I .: -ED I ,� � I I . . . ..� I - . I . . � . - ­ .1.. I I . . I , . - I . � . I .1 I 11 I I SUBJECT TO VARIATION. IF CONFLICTS SHOULD Vkt kc . . . . . . � I 1. . . I I I I ­ I . . . I I I . � I � � . . .. I . . I � . I I . . I I .11 . . I � I . . � � I .1 . I I � I � I � � . . I . I - I I I .� . I . . � I I . . I I I I I OCCUR, THE CONTRACTOR SHALL CONSULT RUPERT ENGINEERING IV . � . . I . I � . I I I . � . . . 11 - . I . . I I I I I � � 1. __ . - . . I I . I � I . . .11 � . %URTU n KIC, �1, M'To. r� I . RESOLVE Al I PROBI EMS PPM Tn pj?nr1rrnlMf - . I . I. � . 11 ''.. � ­� I . . . I ­ . .1 � . � . . . I.. . I I I I 11 . I � ... . 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I - � 11 ­.11 � ­ ,_ I ___ - I PARKING REQUIRED : . . # - I � STID PARKING � RENTAL I OFFICE . . 4,114 SF 1/300 .14 � SELF STORAGE :-. *�': . - - .1 105,259 1/3,500 1 ' .30 TOTAL PARKING REQUIRED . � � --- ` 1: I I . . EXISTING PARKING PROVIDED, . ___ -_ - I HANDICAP ­ . 1, . � . I I I 2 . � . 11 . � . . - 1 . . . . . - � . . I � .1 I COMPACT - -, � I . . __ I 26 1 I � - - - - . I I . . . FULL . I I I . � . I I 20 - � . I I . � I . TOTAL PARKING PROVIDED I.. .. . I 1. . I . . . �48 -1