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A6,7b-S a' V G 0 .a ; $ m ',� 1 �C; ?� 7 ?aA,to TfD9 7"7 13 .aa--� s lT. so $1. 1.5 61.02 °D E Vicinity Map Scale: 1" = 200' 1000' setback from property lines S C 0 H Z 0 I® i 1 r -4-ALLST-ROm ARCHITECTS, P.S.C. 919 124TH AVE NE BELLEVUE, WA 98005 TEL: 425.455.3203 FAX: 425.455.9351 www.sconzoholistrom.com RENTON RETAIL FOR BALDRIDGE DEVELOPMENT, INC. 01.05.02 REVISED 02-05.02 6A- MICROFIP I � NORTH ELEVATION - N.E. 1 2TH STREET 1 /8" = V-0" 6 19 �-i 5 FRONT TOWER ELEVATION 1 /8" = V-0" NULL-UH UUUN r IJUfvuF1 11�:iv.3 .3nr1L_L_ ivvi oC LAr UJGU. PROVIDE . -NICK LEDGES. WHERE APPLICABLE, EAST ELEVATION - LYNNWODU hVENU� I�.�. PROVIDE SUNNING BOND BELOW FINISH FLOOR. 1/8" = 1'-0" CORNICE�DETAIL 6 1/2„ = 1'-0„ (z � SOUTH ELEVATION - NE 1 1 TH PL. C/II I A I r-ill IAl WEST ELEVATION - SUNSET BLVD. N.E. 1/8" = 1'-0" EXTERIOR ELEVATIONS KEYED NOTES DESCRIPTION Oi UTILITY SIZE HOLLOW BRICK MASONRY (THRU—WALL UNITS). PROVIDE INTEGRAL WATER REPELLENT IN MORTAR. O THREE COURSE: RUNNING BOND CMU (CASTLE WHITE GROUND FACE) O FLUSH METAL _SPANDREL PANEL TO MATCH STORE FRONT. O PREFINISHED SHEET METAL COPING, O N/A O WALGREENS SCRIPT SIGN. SEE DETAILS ON SHT. A5.2. O INDIVIDUAL LETTER SIGN, ALIGN BOTTOM OF SIGN WITH BOTTOM OF "W" OF WALGREENS SCRIPT SIGN. SEE DETAILS ON SHEET A5.2, O ROOF LINE. O TOTE ROOF. SEE SHEET A2.3 to BOX SIGN, SEE SHEET. A5.2. t t WALL —MOUNTED LIGHT. SEE ELECTRICAL DRAWING. t 2 RAIN SHIELD, 13 TRASH COMPACTOR AND TOTE ENCLOSURES. t4 PIPE BOLLARD. SEE DETAIL. t5 FLEXIBLE DELINIATION POST. t6 ATM WINDOW SIGN, SEE SHEET A5.2. 1 7 N/A 18 "CLEARANCE" SIGN. SEE DETAIL ON SHEET A5.2. �g WALGREEN NEON GRAPHIC BEYOND. SEE DETAIL ON SHEET A5.2. 20 GLAZING SYSTEM. 2t STANDING SEAM METAL ROOF. 22 26GA. GALVANIZIED "M" PANEL WITH END CLOSURES. PAINT IN STANDARD COLOR THAT MOST APPROXIMATES THE ADJACENT BRICK. 23 AWNING DASHED IN FOR CLARITY. 24 BOTTOM OF LONER CASE LETTERS TO BE A MINIMUM OF 18" BELOW ROOF LINE; OR SIGN TO BE MOUNTED ON RACEWAY TO AVOID ROOF MEMBRANE PENETRATION. PAINT RACEWAY TO MATCH BRICK. 25 SOLID PILASTER CAP TERMINATING PILASTER BELOW WALGREENS SCRIPT SIGN. MATCH TRANSITION BLOCK BELOW 26 ROOF SCUPPER 27 VERTICAL FLUSH METAL PANEL. COLOR TO MATCH ROOF. 28 METAL FRAME 29 STOREFRONT W THIN FRAME 3U EXTERIOR DOOi D TO 'MATCH BRI::K CULO 31 SINGLE CMU SOLDIER COURSE (CASTLE WHITE GROUND FACE) 32 THREE COURSE RUNNING BOND CMU (CASTLE WHITE GROUND FACE) 33 ROOF TOP UNIT — SCREENED BY PARAPET SIGN AREA SUMMARY NORTH ELEVATION 26'-8 1 2" WALGREENS SCRIPT SIGN 55.8 S.F. 18" 1 —HR PHOTD INDIVIDUAL LETTER 21.0 S.F. 18" PHARMACY INDIVIDUAL LETTER 19.2 S.F. EAST ELEVATION 96.0 S.F. EXIT BOX SIGN 10.0 S.F. SOUTH ELEVATION 10.0 S.F. 26'-8 1 2" WALGREENS SCRIPT SIGN 55.8 S.F. WEST ELEVATION 55.8 S.F. 26'-8 1 2" WALGREENS SCRIPT SIGN 55.8 S.F. 18" 1 —HR PHOTO INDIVIDUAL LETTER 21.0 S.F. 18" PHARMACY INDIVIDUAL LETTER 19.2 S.F. DRIVE THRU PHARMACY BOX SIGN 34.0 S.F. 127.2 S.F. TOTAL BUILDING SIGNAGE 291.8 S.F. SITE SIGN AREA ONE PYLON SIGN: UPPER CABINET 1 X 88.9 = 88.9 S.F. LOWER CABINET 1 X 42.5 = 42.5 S.F. TOTAL SITE SIGNAGE 131.4 S.F. TOTAL SIGNAGE AREA 423.2 S.F. I SIGN CODE SUMMARY PERMIT OFFICIAL: DAME w"w9A"000" FACILITIES PLANNING AND DESIGN 200 WILMOT ROAD DEERFIELD, IL 847-940-2500 60015-4616 PROJECT TYPE DRAWINGS/SPECIFICATIONS BY: ❑ WALGREENS' CONSULTANT ® LANDLORD'S CONSULTANT ALL CONSTRUCTION WORK, UNLESS NOTED OTHERWISE, BY: ❑ WALGREENS' CONTRACTOR ® LANDLORD'S CONTRACTOR (TURNKEY CONSTRUCTION) STORE NEW.......... REMODELING, ❑ RELOCATION. ❑ OTHERS...,..,.❑ I BUILDING I NEW..........® EXISTING . . . . .... ❑ NEW SHELL ONLY .. ❑ S 0 41.1 LLSTA 0 M ARCHITECTS, P.S.C. AYH 12M am w 111: SAI.3003mman jig An NO. DATE BY I DESCRIPTION ICONST REVISIONS CERTIFICATION AND SEAL I HEREBY CERTIFY THAT THIS PLAN AND SPECIFICATION WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY REGISTERED ARCHITECT OR ENGINEER UNDER THE LAWS OF THE STATE OF WASHINGTON AS SIGNIFIED BY MY HAND AND SEAL. STORE #: 7355 WALGREENS STORE SEC Sunset Blvd & NE 12th Street, Renton, WA DRAWING TITLE EXTERIOR ELEVATIONS, DETAILS & SIGN DATA PHONE CADD PLOT: VOID PLOT: RELEASED TO CONSTRUCTION SCALE: 1/8" = V-0" DRAWN BY: HD DATE: March 2002 REVIEWED BY: JGH DRAWING NO. All 1 OF - DWGS. CITF PI AN APPRn\/AI I I IRMITTAI — 3 ?R n? . W"gAZie4" SEC Sunset Blvd. N.E. & N.E.12th Street, RENTON, WA ZONING OCCUPANCY: CS (CENTER SUBURBAN) M (RETAIL) CONSTRUCTION TYPE: III—N, SPRINKLERED BUILDING AREA: 13,555 S.F LOT SIZE: 65,857 S.F. (1 .51 19 ACRES) IMPERVIOUS SURFACE (PARKING): 40,911 S.F. TOTAL IMPERVIOUS: 57,035 S.F. MAX LOT COVERAGE: 65% PROVIDED LOT COVERAGE: 20% LANDSCAPE REQUIREMENTS: 10' PERIMETER LANDSCAPE BUFFER REQUIRED & PROVIDED INTERIOR LANDSCAPE REQUIRED: 5% — 2,094.4 S.F. LANDSCAPE PROVIDED: 3,404 S.F. TOTAL LANDSCAPE: 8,822 S.F. PARKING REQUIREMENTS: PARKING REQUIRED: MIN 4:1000 — 55 STALLS MAX 5:1000 — 68 STALLS PARKING PROVIDED: 70 STALLS STANDARD SIZE STALLS: 9'X20' MAX COMPACT STALLS: 30% — 22 STALLS COMPACT STALLS PROVIDED: 0 STALLS COMPACT (8.5'X 1 6') ADA STALLS PROVIDED: 4 STALLS (9'X20') BUILDING HEIGHT: ALLOWABLE: 50' PROPOSED: 27' BUILDING SETBACKS: TAX ACCOUNT NUMBERS: NORTH — SUNSET BLDV. (FRONT): 79'-0" 722790-0015 EAST — NE 12TH STREET (SIDE): 92'-0" 722790-0018 SOUTH — NE 1 1 TH PL. (REAR): 42'-0" 722790-0019 WEST : 34 SIDE ' —0" 722790-0020 (SIDE): 722790-0021 LEGAL DESCRIPTION: BLOCK 12, REPLAT OF BLO MKS 12, 13, 14, 36, 37 AND 38, CORRECTEDPLAT OF RENTON HIGHLANDS NO. 2, ACCORDING TO THE PLAT THEREOFRECORDED IN VOLUME 59 OF PLATS, PAGES 52 AND 53, RECORDS OF KING COUNTY, WASHINGTON; EXCEPT THAT PORTION THEREOF DESCRIBED AS FOLLOWS: CO AT THE MOST WESTERLY CORNER OF SAID BLOCK 12; THENCE N TDTH '00" EAST, ALONG THE NORTHWESTERLY LINE OF SAIDBLOCK, 2 THE 54` 18'00" EAST 142.00 FEET TO THE TRUE POINT OF B NN T N TH 30' 20' 10" EAST 128.45 FEET; TH TH 35*42'00" EAST 70.00 FEET TO THE SOUTH MARGIN OF NOR 12TH STREET; THE CE S TH 88°56'55" EAST ALONG SAID MARGIN, 31.57 FEET TO THE NO EAST ORNER OF SAID BLOCK 12; THE S TH 00°08' 15" EAST, ALONG THE EAST LINE OF SAID BLOCK, 129.37 F ET TO A POINT WHICH BEARS NORTH 74°38'49" EAST FROM THE TRUE PINT OF BEGINNING; THENCE S UTH 74°38'49" WEST 142.69 FEET TO THE TRUE POINT OF Bff*A6L LING, ANALXCE775 THAT PORTION THEREOF DESCRIBED AS FOLLOWS: BELINNING THE MOST WESTERLY CORNER OF SAID BLOCK 12; THI&LE N HEASTERLY, ALONG THE NORTHWESTERLY LINE OF SAID BLOCK, 15 0. 0; THENCtk SOUTHEASTERLY, A— RIGHT ANGLES TO SAID NORTHWESTERLY LINE, A DISTAN F 100.00 FEET; T SOUTHWESTERLY, PARALLEL TO SAID NORTHWESTERLY LINE, TO THE STERLY LINE OF SAID BLOCK 12; THENCE NORTHWESTERLY, ALONG SAID S ESTERLY LINE, TO THE POINT OF BEGINNING; AND EXC> THAT PORTION THEREOF DESCRIBED AS FOLLOWS: COMMENCI AT THE MOST WESTERLY CORNER OF SAID BLOCK 12; THENCE SOUTH 33° 7'27" EAST ALCNG THE SOUTHWESTERLY LINE OF SAID BLOCK, 103.05 FE ; THENCE CO TINUING ALONG SAID SOUTHWESTERLY LINE ON A CURVE TO THE G A RADIUS 0- 485.24 FEET, AN ARC DISTANCE OF 3.84 FEET TO THE TRUE POINT OF BEGINNING; THENCE NORTH 35`42'00" EAST 187.75 FEET; THENCE SOUTH 54° 18'00" EAST TO A POINT ON THE SOUTHEASTERLY LINE OF SAID BLOCK; THENCE SOUTHWESTERLY, ALONG SAID SOUTHEASTERLY LINE, TO THE MOST SOUTHERLY CORNER OF SAD BLOCK; THENCE NORTHWESTERLY, ALONG THE SOUTHWESTERLY LINE OF SAID BLOCK, TO THE TRUE POINT OF BEGINNING. • J EXISTING TREES TO BE REMOVED T T EXISTING BUILDINGS TO BE REMOVED ALL OTHER ONSITE IMPROVEMENTS TO BE REMOVED 'LUCKY FOOD TART" GN TO BE RE OVED 34 APARTMENTS ARTMENTS WaZgAz"CAW FACILITIES PLANNING AND DESIGN 200 WILMOT ROAD DEERFIELD, IL 847-940-2500 60015-4616 PROJECT TYPE DRAWINGS/SPECIFICATIONS BY: ❑ WALGREENS' CONSULTANT ® LANDLORD'S CONSULTANT ALL CONSTRUCTION WORK, UNLESS NOTED OTHERWISE, BY: ❑ WALGREENS' CONTRACTOR ® LANDLORD'S CONTRACTOR (TURNKEY CONSTRUCTION) STORE NEW.......... REMODELING. .... ❑ RELOCATION . . ... ❑ OTHERS . . . . . ... ❑ BUILDING NEW...... ....® EXISTING . . . . .... ❑ NEW SHELL ONLY .. ❑ sco nz0 A-ALLsTAom ARCHITECTS, P.S.C. 919 124TH AVE NE BELLEVUE, WA 98005 TEL: 425.455.3203 FAX: 425.455.9351 www.sconzohollstrom.com r» DRWE-THRU PHARMACY N F- i 00 I 98.7 S.F. PROPOSED MONUMENT SIGN TYP E 'A' 9'-2" wgn�q . -.i E-THRU PHARMACY 23.6 S.F. PROPOSED MONUMENT SIGN TYP E ' B' REVISIONS CERTIFICATION AND SEAL I HEREBY CERTIFY THAT THIS PLAN AND SPECIFICATION WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY REGISTERED ARCHITECT OR ENGINEER UNDER THE LAWS OF THE STATE OF WASHINGTON AS SIGNIFIED BY MY HAND AND SEAL. STORE #: 7355 OEV C dF U, teoNF.ir :' 2W' '. FtECE���D WALGREENS STORE SEC Sunset Blvd & NE 12th Street, Renton, WA DRAWING TITLE SITE PLAN & PROJECT DATA CADD PLOT: SCALE: 1"=20'-O" DRAWING NO. DRAWN BY: VOID PLOT: HD DATE: March 2002 S P RELEASED TO CONSTRUCTION REVIEWED BY: JGH OF - DWGS. wmv qmppl moppi-7 do #CAW SEC Sunset Blvd. N.E. & N.E.12th Street, RENTON, WA ZONING: CS (CENTER SUBURBAN) OCCUPANCY: M (RETA L) CONSTRUCTION TYPE: III-N, SPRINKLERED BUILDING AREA: 13,555 S.F LOT SIZE: 65,857 S.F. (1.5119 ACRES) IMPERVIOUS SURFACE (PARKING): 40,911 S.F. TOTAL IMPERVIOUS: 57,035 S.F. MAX LOT COVERAGE: 65% PROVIDED LOT COVERAGE: 20% LANDSCAPE REQUIREMENTS: 10' PERIMETER LANDSCAPE BUFFER REQUIRED & PROVIDED INTERIOR LANDSCAPE REQUIRED: 5% - 2,094.4 S.F. LANDSCAPE PROVIDED: 3,404 S.F. TOTAL LANDSCAPE: 8,822 S.F. PARKING REQUIREMENTS: PARKING REQUIRED: MIN 4:1000 - 55 STALLS MAX 5:1000 - 68 STALLS PARKING PROVIDED: 70 STALLS STANDARD SIZE STALLS: 9'X20' MAX COMPACT STALLS: 30% - 22 STALLS COMPACT STALLS PROVIDED: 0 STALLS COMPACT (8.5'X16') ADA STALLS PROVIDED: 4 STALLS (9'X20') BUILDING HEIGHT ALLOWABLE: 50' PROPOSED: 27' BUILDING SETBACKS: NORTH - SUNSET BLDV. (FRONT) EAST - NE 12TH STREET (SIDE): SOUTH - NE 1 1 TH PL. (REAR): WEST (SIDE): 34'-0" TAX ACCOUNT NUMBERS: 79'-0" 722790-0015 92'-0" 722790-0018 42'-0" 722790-0019 722790-0020 722790-0021 LEGAL DESCRIPTION: BLOCK 12, REPLAT OF BLOCKS 12, 13, 14, 36, 37 AND 38, CORRECTEDPLAT OF RENTON HIGHLANDS NO. 2, ACCORDING TO THE PLAT THEREOFRECORDED IN VOLUME 59 OF PLATS, PAGES 52 AND 53, RECORDS OF KING COUNTY, WASHINGTON; EXCEPT THAT PORTION THEREOF DESCRIBED AS FOLLOWS: COMMENCING AT THE MOST WESTERLY CORNER OF SAID BLOCK 12; THENCE NORTH 35°42'00" EAST, ALONG THE NORTHWESTERLY LINE OF SAIDBLOCK, 250.00 FEET; THENCE SOUTH 54° 18'00" EAST 142.00 FEET TO THE TRUE POINT OF BEGINNING; THENCE NORTH 30°20' 10" EAST 128.45 FEET; THENCE NORTH 35°42'00" EAST 70.00 FEET TO THE SOUTH MARGIN OF NORTHEAST 12TH STREET; THENCE SOUTH 88°56'55" EAST ALONG SAID MARGIN, 31.57 FEET TO THE NORTHEAST CORNER OF SAID BLOCK 12; THENCE SOUTH 00`08'15" EAST, ALONG THE EAST LINE OF SAID BLOCK, 129.37 FEET TO A POINT WHICH BEARS NORTH 74°38'49" EAST FROM THE TRUE POINT OF BEGINNING; THENCE SOUTH 74°38'49" WEST 142.69 FEET TO THE TRUE POINT OF BEGINNING; AND EXCEPT THAT PORTICN THEREOF DESCRIBED AS FOLLOWS: BEGINNING AT THE MOST ,NESTERLY CORNER OF SAID BLOCK 12; THENCE NORTHEASTERLY, ,ALONG THE NORTHWESTERLY LINE OF SAID BLOCK, 150.00 FEET; THENCE SOUTHEASTERLY, AT RIGHT ANGLES TO SAID NORTHWESTERLY LINE, A DISTANCE OF 100.00 FEE-; THENCE SOUTHWESTERLY, PARALLEL TO SAID NORTHWESTERLY LINE, TO THE SOUTHWESTERLY LINE OF SAID BLOCK 12; THENCE NORTHWESTERLY, ALONG SAID SOUTHWESTERLY LINE, TO THE POINT OF BEGINNING; AND EXCEPT THAT PORTIC'1 THEREOF DESCRIBED AS FOLLOWS: COMMENCING AT THE MOST WESTERLY CORNER OF SAID BLOCK 12; THENCE SOUTH 33°37'27" EAST ALONG THE SOUTHWESTERLY LINE OF SAID BLOCK, 103.05 FEET; THENCE CONTINUING ALONG SAID SOUTHWESTERLY LINE ON A CURVE TO THE RIGHT, HAVING A RADIUS DF 485.24 FEET, AN ARC DISTANCE OF 3.84 FEET TO THE TRUE POINT OF EEGINNING; THENCE NORTH 35'42'00"EAST 187.75 FEET; THENCE SOUTH 54° 18'00" EAST TO A POINT ON THE SOUTHEASTERLY LINE OF SAID BLOCK; THENCE SOUTHWESTERLY, ALONG SAID SOUTHEASTERLY LINE, TO THE MOST SOUTHERLY CORNER OF SAID BLOCK; THENCE NORTHWESTERLY, ALONG THE SOUTHWESTERLY LINE OF SAID BLOCK, TO THE TRUE POINT OF EEGINNING. DRUG STORE (RITE AID) I \ • ) EXISTING TREES TO BE REMOVED Fr T /� 1 EXISTING BUILDINGS TO BE REMOVED ALL OTHER ONSITE IMPROVEMENTS TO BE REMOVED NE 12TH STREET G� (5,600) 25 M.P.H. 'LUCKY FOOD 1ART" GN TO BE RE OVED 34 NE I ITH PL 25 M.P.H. APARTMENTS LL_I z LLJ z w = . Q I � OIn 0I N L I z PROPOSED TYPE 'B' MONUMENT SIGN ARTMENTS FACILITIES PLANNING AND DESIGN 200 WILMOT ROAD DEERFIELD, IL 847-940-2500 60015-4616 PROJECT TYPE DRAWINGS/SPECIFICATIONS BY: ❑ WALGREENS' CONSULTANT ® LANDLORD'S CONSULTANT ALL CONSTRUCTION WORK, UNLESS NOTED OTHERWISE, BY: ❑ WALGREENS' CONTRACTOR ® LANDLORD'S CONTRACTOR (TURNKEY CONSTRUCTION) STORE NEW.......... REMODELING. .... ❑ RELOCATION. .... ❑ OTHERS . . . . .... ❑ BUILDING NEW...... ....® EXISTING . . . . .... ❑ NEW SHELL ONLY .. ❑ S c 0 " z 0 -UAIISTA0m ARCHITECTS, P.S.C. 919 124TH AVE NE BELLEVUE, WA 98005 TEL: 425.455.3203 FAX: 425.455.9351 www.sconzohollstrom.com s DRUF_-THRU PHARMACY N I 00 I 98.7 S.F. PROPOSED MONUMENT SIGN TY P E 'A' i� I DRWE-THRU PHARMACY 0 I Ln 72.6 S.F. PROPOSED MONUMENT SIGN TYPE 'B' REVISIONS CERTIFICATION AND SEAL I HEREBY CERTIFY THAT THIS PLAN AND SPECIFICATION WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY REGISTERED ARCHITECT OR ENGINEER UNDER THE LAWS OF THE STATE OF WASHINGTON AS SIGNIFIED BY MY HAND AND SEAL. STORE #: 7355 WALGREENS STORE SEC Sunset Blvd & NE 12th Street, Renton, WA CADD PLOT: VOID PLOT: DRAWING TITLE SITE PLAN & PROJECT DATA SCALE: 1"=20'-0" DRAWING NO. DRAWN BY: HD _ RELEASED TO CONSTRUCTION S�-oa.n3$ SIIE PLAN APPROVAL SUBMII :AL - 3,28.02 n.1 t-alk Ci "EQ ( 4- (1) 14r�vrp,cat- GRouNDcoveR SPacNG 111 FINI5H GRADE J 12" MIN. TREE S-74KE ROOTBA-- - 7RuN+< o� T2= RES7<:*CE PLA5TIG TREE TIES 2 "0 UJOOD STAKE, 57 4 <E S Si- 0- D BE 'LOCATED OUTSIDE CF RCO7534-1 Z ' COMPOSTED ML._C�, {E= P AwAv FROM TREE TRUNK IMPORTED TOPSO � L WITH AMENDMENTS SCARIFY SIDE d E30770'i OF PLANTING PIT TO A_LOw =OR ROOT PENETRAT i ON RECOMPACT SUuC:RADE TO PREVENT 5E77- NG TYPUL DeCDUOU5 TRee Pl-aNTING- DeTait- )VE ALL TL, :ARIFY SIDI 40LE 4 ROC waxgA"W4" FACILITIES PLANNING AND DESIGN 200 WILMOT ROAD DEERFIELD, IL 847-940-2500 60015-4616 PROJECT TYPE DRAWINGSISPECIFICATIONS BY: ❑ WALGREENS' CONSULTANT ® LANDLORD'S CONSULTANT ALL CONSTRUCTION WORK, UNLESS NOTED OTHERWISE, BY: ❑ WALGREENS' CONTRACTOR ® LANDLORD'S CONTRACTOR (TURNKEY CONSTRUCTION) STORE SCO MZO NEW.......... REMODELING ..... ❑ RELOCATION, .... ❑ OTHERS . . ...... ❑ BUILDING NEW...... ....® EXISTING. ....... ❑ NEW SHELL ONLY .. ❑ 2" COMPOSTED MUL H, CONTINUOUS ACROSS BED FINISH CzRADE ro" IMPORTED TOPS IL WITH AMENDMENTS BREAK 5IDE5 4 BOTTOMS OF PLANTING PIT TO ALLOW FOR ROOT PENETRATI N TNOROUGz 4LY CO PACT SOIL BELOUJ ROOTBAL �o" ROOT BALL TOE SURE THAT ROOT FLARE WILL NOT SETTLE BELOW GROUND L INE TYp►C61. S+� RUB/ G-ROUNDCOveR Pl-aNTNG DeTai1- O RWA RICHARO WARD ASSOCIATES Landec epa Architecture Site Planning Urban Design 1906 East Aloha SeatL�e, Washington 9B112 206 - 3 29-2 110 -I-ALLSTR001 ARCHITECTS, P,S.C, 919 124TH AVE NE BELLEVUE, WA 98005 TEL: 425.455.3203 FAX: 425.455.9351 www.sconzohollatrom.com OEG OF AE REVISION 1VZ--t CERTIFICATION I HEREBY CERTIFY THAT THIS PLAN AND SPECIFICATION WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM STATE OF A DULY REGISTERED W A S H I N G T O N ARCHITECT OR ENGINEER REGISTERED LANDSCAPE ARCHITE UNDER THE LAWS OF THE STATE OF WASHINGTON AS SIGNIFIED BY MY HAND AND Y" SEAL. CCFiTIMICATE NO.,Zf.?"-- STORE #: 7355 WALGREENS STORE SEC Sunset Blvd & NE 12th Strut, Renton, WA DRAWING TITLE CARD PLOT: SCALE: ! �; 'p" DRAWING NO. DRY BY: VOID PLOT: DATE: May 2002 RELEASED TO CONSTRUCTION REVIEWED BY: 'jh'U:1'UP-v RI. ANT /<6AMU*44 61Z.,15 �i�r�trrf`Io�/%7Cf�m ha7 ocer 'i-V u-r ' �hQEI `,/%��a�// f-rd �r �l �/ z"cal )6 jh a60T/d n cvs he-.1-01v5 `-r�'l1S�t �cYv? � ��rt� ct�r `-ir.�rn sae 5 2 "cal bob f� LEI C:DY`1CCdC�'dl� x'flD�tl�Q LLJ lovrrrlwez-av�V4 pimp" � �rx� �orvn•v5 �dvv�1e�•�U 5 0� �`���i ' of to �v y,�ei� �'r-'mil 5 �c�! Pq 474z7 BCD t /d�v�rr ' Gv�� C'vd�°r t�v • ��r! �- play`<'r►i�z �l,br,� 7`l���-t 5! -� �►�'nv��i�t ,�lEz'vid�r`.�r�z. lUr?dv�a?`Q ` Bch s•�a! �- CL'eltvr�� ; P.0A . �fUr,Pa h,40 - cvlr,K 5o0 `�'��P-a � f� Ica- ��v�r�rlda � �i�.�►��' 2 • ��l arG751�Cah�la s (Jv�- vvS< f4�l��r C/ - :5 ,alar7 f & �0' ©'G' �ia•��'c Z4" a•c. 4 N si7E L%7 i , r V,9U/t RWA RICHARO WARD ASSOCIATES Landscape Architecture Site Planning Urban Design 1906 East Aloha Seattle. VVashington 98112 206 - 329,2110 W"WgA"004" FACILITIES PLANNING AND DESIGN 200 WILMOT ROAD DEERFIELD, IL 847-940-2500 60015-4616 PROJECT TYPE DRAWINGS/SPECIFICATQNS BY: WALGREENS' CONSULTANT LANDLORD'S CONSULTANT ALL CONSTRUCTION WORK, UNLESS NOTED OTHERWISE, BY: (� WALGREENS' CONTRACTOR LANDLORD'S CONTRACTOR (TURNKEY CONSTRUCTION) STORE SCO MZO NEW.......... REMODELING, ❑ RELOCATION ..... 0 OTHERS ........ 0 CU BUILDING L`'�_L_�. J 41.4 LLST-40 m ARCHITECTS, P.S.C. NEW .......... EXISTING • • ❑ 919 124TH AVE NE BELLEVUE, WA 98005 NEW SHELL ONLY ❑ TEL: 425.455.3203 FAx 425.455.9351 www.sconzohQllstrgrn.com If %\110k CERTIFICATION I HEREBY CERTIFY THAT THIS PLAN AND SPECIFICATION WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM STATE OF A DULY REGISTERED WASH 1 N G T O N ARCHITECT OR ENGINEER REGISTERED UNDER THE LAWS OF THE LAN DS�AP.E �RCCHIT T STATE OF WASHINGTON AS SIGNIFIED BY MY HAND AND SEAL. CfERTL11GAlE No.L'«'" STORE #: 7355 WALGREENS STORE SEC Sunset Blvd & NE 12th Street, Renton, WA DRAWING TITLE CADD PLOT: SCALE: a6 DRAWING N0. DRAWN BY: VOID PLOT: /�► DATE: May 2002 RELEASED TO CONSTRUCTION REVIEWED BY: - 1w - 9R4)-039 rJ QQ J U wcl- 1 E L EVAT I O N I I I J7 1 1'-3' 3'-6" 1'-3' 5 PLAN SECTION 6'-8° TYP TOP VIEW 1/4" = V-0" 0 I I Q0 6 PLAN SECTION 00 11 1/2" 1 '-6 3/4" FIN. FRAME TOP ASSEMBLY SEE TOP VIEWS , TOP ANGLE SEE DETAIL 10/A5.1 SIGN MOUNTING ASSEMBLY. SEE DETAIL - 11 & 12/A5.1 0 I� L j � 16 N `4 (SEECD TION 1/2" = V-0" TOP EXTRUSION AND CAP SEE DETAIL 10/A5.1 I 11 SECTION DETAIL 1/2" = 1'-0" o- 18 I+I l_J 21 12 SECTIC)N DETAIL 1 /2" INSTALL IN LONG �k DIRECETION OF FOUNDATION-- 6 847N_C�0�1R BOLT DETAIL 3/8„ TYP. 22 24 TOP OF 29 FOUNDATION I + NOTE: TRIM TOP OF BOLTS AND PAINT (D SECTION DETAIL 3/4" = 1'-0" I Ln 0 I N N I (DLL VA QN SIGN LIGHTING WEATHERPROOF JUNCTION BOXES OVER HAND HOLES BY SIGN CONTRACTOR. LOCATE TOP AND BOTTOM OF COLUMNS TO PROVIDE ACCESS TO WIRING. GROUND ROD i III= CONNECTION— _ •' r r -III= BY ELECTRICAL G ND.., , DATA CONDUIT °-. CONTRACTOR. SEE I'=I _1POWER CONDUIT ELEC. DRAWINGS. ° SEPARATE DATA AND POWER INTO DIFFERENT STEEL TUBE COLUMNS. ROUTE 'GROUND CONDUCTOR Ird COLUMN /PO`tfER /FOR EXISTING CONDITIONS, SEE ABOVE). ALL CONDUCTORS SHALL BE PROVIDED W/6' OF SLACK ABOVE FOUNDATION FOR FINAL CONNECTION -BY SIGN CONTRACTOR. ALL CONDUCTORS TO RUN CONCEALED. � GROUNDING DETAIL 10 TOP VIEW DETAIL -0" 3 PLAN SECTION 1/2 1 -0 THIS DETAIL MIRRORED ON OTHER COLUMN. SEE 15/A5.1 FOR PANEL TYPE g ELEVATION 1/4" = 1 -0 EQ. E 15'-0" w RME OF[EH 24�HOURS NO-THINU o w 12'-6" "OPEN 24 HOURS": 8 3/4"H. X 9-0"W. AND "DRIVE-THRU PHARMACY": 8 3/4"H. X 12'-6"W. HELVETICA MEDIUM COPY. TYPE -A❑ EQ. E, w 00 r 00 r1r) ,* AS o 12'-10" 01, "DRIVE—THRU PHARMACY" HELVETICA CONDENSED COPY: 9" CAPITAL LETTER TYPE —BE] HEIGHT AND 12'-10' OVERALL COPY LENGTH. EQ. E „/. 15'— 0" w 0o 7GIPIEH �4� C CURS d w EQUAL 6'-8" EQUAL "OPEN 24 HOURS": 8 3/4"H. X 9'--0"W. AND "PHARMACY": 8 3/4"H. X 6'-8"W. HELVETICA MEDIUM COPY. 1�1 0 00 r- I C, TYPE -CO FHQN►QO� IiQUALL 9'-3" LIQUAL, "PHARMACY" HELVETICA MEDIUM COPY: 12" CAPITAL LETTER HEIGHT AND TYPE-D❑ 9'-3" OVERALL COPY LENGTH. CABINET ELEVATION 1/4" = 1'-0" KEYED NOTES Oi ANGLE 2" X 2" X 1/4" BOX FRAME. 16 (2) NEW LED READER BOARD PANELS MOUNTED ON EACH O ANGLE 2" X 2" X 1/4". SIDE OF THE PYLON. 17 PRIMARY SIGN PANEL. O3 1/2" DIAMETER SAG ROD. 18 9" X 9" X 1/2" CAP PLATE. O 4" X 4" TUBE POST. 19 7" DIAMETER 1/4" COLUMN RINGS. O 2" X 2" X 3/16" STEEL ANGLE FRAME FOR L.E.D. 20 3" THREADED END.O SUPPORT (SEE FRAME SHOP DRAWINGS). 6O 8" X 8" X 1/2" STEEL TUBE COLUMN. 21 1 1/8" DIAMETER ANCHOR BOLTS (4) REQUIRED. 0 TOP OF FOUNDATION, 22 16" X 16" X 1 1/4" STEEL BEAM PLATE. 8O (4) 1 1/8" DIAMETER ANCHOR BOLTS WITH 3/8" STEEL 23 N/A. WASHERS (TYPICAL) SEE DETAIL 13/A5.1. 24 NON -SHRINKING GROUT IF BASE DOES NOT SHED WATER. 0 #6 BARS TOP AND BOTTOM 12" O.C. EACH WAY (TYPICAL). 25 3/4" DIAMETER HOLES IN EXTRUSION FOR 5/8" BOLTS 1D 6" X 18" ALUMINUM WEATHERPROOF DOORS (TYPICAL). (TYPICAL). 11 1 5/16" ROUND HOLE FOR 1 1/8 DIAMETER ANCHOR 26 2" X 2" X 1/4" ANGLES EACH SIDE WITH (2) 5/8" BOLTS. (4) WITH 3/8" STEEL WASHERS. DIAMETER #A-325 BOLTS. BOLT TO EXTRUSION AND CAP 12 2 1/4" ROUND HOLE FOR ELECTRICAL CONDUIT. 27 PLATE BELOW. ANGLES 2" X 1 1/2" X 1/4" EACH SIDE BOLT TO 2" X 13 LAMPS 60" TYPICAL 13" ON CENTER (16) REQUIRED. 2" ANGLE. 14 SIGN FACE. 28 ANGLES 1 1/2" X 1 1/2" X 3,/ 16" 15 BREATHER PANEL (COVER). 29 LEVELING NUTS AND WASHERS. COLORS STRUCTURAL GENERAL NOTES STRUCTURE CABINETS/RETAINERS:PFM DARK BRONZE COLUMNS: DARK BRONZE 1) ALL ALUMINUM SURFACES IN CONTACT WITH STEEL SHALL RECEIVE ONE COAT OF BITUMASTIC PAINT. FACES PRIMARY PANEL: 2) ALL STRUCTURAL STEEL SHALL BE ASTM A-36. 3M PANAFLEX SIGN FACE WITH #830-53 "CARDINAL RED" BACKGROUND #830-36 3) ALL STRUCTURAL STEEL SHALL COMPLY WITH THE AISC "BLUE" MORTAR AND PESTLE; WHITE STARS MANUAL, LATEST EDITION. AND COPY. 4) ALL STEEL SHALL RECEIVE ONE SHOP COAT OF RUST THE MORTAR AND PESTLE SYMBOL: INHIBITIVE PAINT. 2'-3" OVERALL SYMBOL HEIGHT AND 2'-0" 5) TOTAL SIGN WEIGHT = 2300 1_E3. (INCLUDING ALL OVERALL SYMBOL WIDTH, STRUCTURAL SUPPORT MEMBERS). "WALGREENS" EXTENDED SCRIPT COPY: 6) DESIGN WIND PRESSURE = 30 LB./SQ. FT. 18 1/8" CAPITAL AND 12 3/4" LOWER CASE 7) MINIMUM CONCRETE STRENGTH TO BE 3000 P.S.I. LETTER HEIGHTS. 25 1/2" OVERALL COPY HEIGHT, 15'-0" OVERALL COPY LENGTH. 8) REINFORCEMENT STEEL TO BE 4STM A-615 GR 60. LED READERBOARD PANEL: 9) ALLOWABLE SOIL PRESSURE 2500 P.S.F. TWO SINGLE -FACED DISPLAYS, CONSTRUCTED 10) SIGN AND FOUNDATION MUST CONFORM TO LOCAL FROM NOMINAL 11" X 11" STANDARD TILES BUILDING CODES, WIND AND SOIL REQUIREMENTS. WITH RED LED PIXELS. THE 3'-7 1/2" CABINET HEIGHT ALLOWS 3 LINES OF 10" ELECTRONIC COPY. FACILITIES PLANNING AND DESIGN 200 WILMOT ROAD DEERFIELD, IL 847-940-2500 60015-4616 PROJECT TYPE DRAWINGS/SPECIFICATIONS BY: ❑ WALGREENS' CONSULTANT ® LANDLORD'S CONSULTANT ALL CONSTRUCTION WORK, UNLESS NOTED OTHERWISE, BY: ❑ WALGREENS' CONTRACTOR ® LANDLORD'S CONTRACTOR (TURNKEY CONSTRUCTION) STORE I c I MIO NEW.......... REMODELING. .. .. ❑ RELOCATION . . .. . ❑ OTHERS . . . . .... ❑ BUILDING .1.1 IISTA 0 M •nnurrr�te. n c+ r► NEW • • • •S-ISN REA SUMM/-,RY i> PANEL: S.F. WM LL(9tW FANIa: FM 425' TOTAL SIGN AREA: 125.4 S.E. REVISIONS CERTIFICATION AND SEAL I HEREBY CERTIFY THAT THIS PLAN AND SPECIFICATION WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY REGISTERED ARCHITECT OR ENGINEER UNDER THE LAWS OF THE STATE OF WASHINGTON AS SIGNIFIED BY MY HAND AND SEAL. STORE #: 7355 WALGREENS STORE SEC Sunset Blvd & NE 12th Street, Renton, WA DRAWING TITLE READER BOARD PYLONG SIGN DETAILS CADD PLOT: SCALE: AS NOTED DRAWING NO. DRAWN BY: VOID PLOT: HD DATE: March 2002 RELEASED TO CONSTRUCTION REVIEWED BY: JGH A5m1 OF - DWGS. c� z z 10- N ca an o LU 0 SA�oz-a3 � a i A.3 0 GENERAL FLOOR PLAN KEYED NOTES DESCRIPTION DET'L. DESCRIPTION DET-L.1 DESCRIPTION DET'L. 63 PROVIDE GWB4BETWEENW METALSTUDS.A3 1 34 WALGREENS.ALL STORAGE SEEESHIT SHELVING, FOR LAYOUT. O ACCESSIBL_E RAMP (TOWARD ALL PARKING). SEE CRITERIA SPECIFICATIONSSECTION O CONCRETE WALK WITH TOOLED CONTROL , 64 13 DRAWER FILE CABINET REQUIRES 3 JOINTS AND BROOM 1010 REGARDING LANDLORD FINISH. PIECES OF 3/4"x12" PLYWOOD RESPONSIBILITIES FOR STORES IN O3 RECEIVING PLATFORM. 3A-4 BLOCKING, 3'-0" WIDE MIN., BEHIND 12 SEISMICALLY SENSITIVE STATES. A1.1 GWB, BETWEEN STUDS, CENTERED © 31" /A3.1 58", AND 83" A.F.F. 35 LEAVE OUT PORTION OF GWB IN 7'-0 W. O PIPE BUMPER GUARDS. x 7'-3"H. HEADERED OPENING (OPPOSITE LINE OF AWNING ABOVE. SEE EXTERIOR 65 8" CMU WALL TRASH ENCLOSURE TO 8' RECEIVING DOOR) FOR PALLET DELIVERY O A.F.F. ELEVATIONS ON SHEET A2.1. OF FIXTURES. INFILL WALL AFTER O 2 66 GATES - SEE A2.3 DELIVERY, A1 GWB CEILING AT ENTRANCE. .2 67 ALUMINUM FRAME - SEE SHEET A2.3 36 1/4" PLATE GLASS MIRROR, FULL LENGTH O7 BRICK PILASTER. OF COUNTER, 48"H. O PHARMACY WALL DETAILS. SEE SHT. A4.1 . 68 CMU TRASH ENCLOSURE TO 8'-8" A.F.F 37 WALK-IN COOLER FURNISHED AND INSTALLED BY WALGREENS. ALL A4.5 (DN/A "ROUGH -IN" BY GENERAL CONTRACTOR. SEE MECHANICAL DRAWINGS FOR 10 1/4" THICK x 48" HIGH MASONITE 14/ LOCATION. PROVIDE 24" x 30" HINGED WAINSCOT WITH J-BEAD TOP. A4.2 ACCESS PANEL ABOVE COOLER WITH SILL 11 CORNER GUARD AT ALL OUTSIDE CORNERS A16 4 2 HEIGHT AT 9' A.F.F. (ACCESS REQUIRED WHEN SURROUNDED BY WALLS). 12 ENTRANCE SLAB. 8/ 38 CUSTOMER STATION AT DRIVE-THRU. A4.4 13 SPRINKLER RISER AREA. 39 WALK-IN COOLER WALL OPENING, A4 1 14 CARRY TILE PAST DOOR OPENING 4" MIN. 15 LADDER WITH FRP ON WALL; ROOF 4,5 N C) GENERAL FLOOR PLAN 1/8" = 1'-0" L40) 41 MIRRORS. SILVER RECOVERY UNIT (BY WALGREENS). 1 U 1 16 SCUTTLE. PHARMACY SINK AND CABINET FURNISHED BY WALGREENS. (SEE ENGINEERING A4.5 42 GUIDE RAIL BY AUTOMATIC DOOR MANUF. DRAWING). 43 PHARMACY DRIVE-THRU. SEE DETAILS ON 1� HIGH/LOW ELECTRIC WATER COOLER. SEE MECHANICAL AND ELECTRICAL DRAWINGS. SHEET A4.4 44 GUIDE POST BY AUTOMATIC DOOR MANUFACTURER (FOR STORES WITH SHUTTERS ONLY). SEE SHEET D1. 6/ A4.2 18 PLASTIC LAMINATE COUNTER AND CABINETS, CONTRACTOR TO PURCHASE FROM MYERS INDUSTRIES (217-735-1241). SEE SHT. D1 FOR W"9A"000#f� FACILITIES PLANNING AND DESIGN 200 WILMOT ROAD DEERFIELD, IL 847-940-2500 60015-4616 PROJECT TYPE DRAWINGS/SPECIFICATIONS BY: ❑ WALGREENS' CONSULTANT ® LANDLORD'S CONSULTANT ALL CONSTRUCTION WORK, UNLESS NOTED OTHERWISE, BY: ❑ WALGREENS' CONTRACTOR ® LANDLORD'S CONTRACTOR (TURNKEY CONSTRUCTION) STORE NEW.......... REMODELING ..... ❑ RELOCATION. .... ❑ OTHERS .. . .... ❑ BUILDING NEW . . . . . . .... EXISTING ........ ❑ NEW SHELL ONLY .. ❑ AA«STAom ARCHITECTS, P.S.C. 919 124TH AVE NE BELLEVUE, WA 98005 TEL: 425.455.3203 FAX: 425.455,9351 www.sconzohollstrom.com 1G-10A PARTITION SCHEDULE, LEGEND & CEILING DATA ABBREVIATIONS 45 AUTOMATIC SLIDING DOOR ENTRANCE LENGTH .SUPPORT COUNTER ON C: TO MIN. 3" ABOVE CLG. RF: TO ROOF DECK (OR FLOOR CABINETS BELOW AND WITH CLEATS ABOVE), AIR TIGHT FIRECODE GWB. GWB: GYPSUM q�4g 47 48 2" DIAMETER x 30" LONG P.V.C. PIPE WITH CLEAN -OUT COVER IN FACE OF CURB. 3/4" CONDUIT BACK TO WINDOW FOR CAR SENSOR, CONCRETE PAVEMENT 6" BELOW FINISHED FLOOR. SLOPE ADJACENT PAVEMENT TO MEET CONCRETE. N/A 19 20 21 ALONG WALL, LEAVE 32" CLEAR FOR REFRIGERATOR. STAINLESS STEEL SINK. (SEE PLUMBING DRAWINGS). SEE FIXTURE PLAN (SHEET D.1) FOR ROOM FURNISHINGS IN EMPLOYEE ROOM. DOWNSPOUT TO STORM SEWER WALLBOARD R: TO ROOF WR: WATER RESISTANT (PLUMBING WALLS). DECK (OR FLOOR ABOVE). LEGEND SYMBOL DESCRIPTION r 6"x 25GA. MTL. STUDS, 24" O.C. TO ROOF DECK (SECURED TO ROOF FRAMING) WITH 5/8" GWB ON GENERAL SALES AREA SIDE TO TOP OF 49 50 51 52 53 54 O 55 56 SECURITY DOOR AND FRAME. N/A PIPE CHASE - 28" WIDE. USE 5/8" GWB 2" METAL STUDS FROM FLOOR ON 2 1/2" TO CEILING. PROVIDE 3 PIECES OF 3/4" X 12' PLYWOOD BLOCKING, 28"W, CENTERED AT 36", 59", AND 80" A.F.F. UNDER GWB FOR MOUNTING OF SINK CABINETS. N/A PHOTO SINK. SEE PLUMBING DRAWINGS. N/A N/A YELLOW DELINEATION POSTS AT DRIVE -UP WINDOW. 1 / A4.4 22 O 23 24 25 26 O 27 O 28 SAND STEEL COLUMNS EXPOSED IN SALES AREA TO REMOVE BLEMISHES IN FACTORY APPLIED PRIMER. REPRIME AND PAINT. COLUMNS SHALL BE SMOOTH AND UNIFORM FOLLOWING FINAL PAINTING. MOP SINK BASIN. (SEE PLUMB'G. DRWGS). WATER HEATER. (SEE MECH. DRAWINGS). PANELING WITH VINYL COVERING ABOVE ON ALL WALLS. OPENING FOR 2ND LANE CARRIER ABOVE. COORDIN/\TE LINTEL. LINE OF FLOOR MATERIAL CHANGE. FROM FLOOR TO ROOF, PROVIDE 5/8" GWB OVER 3 1/2" METAL STUDS INSTALL BATT INSULATION BETWEEN METAL STUDS. SEE SPECS FOR MINIMUM "R" VALUES OF 15 A4.2 1 / A4.4 SOFFIT OR CEILING, ON OTHER SIDE TO ROOF DECK. IN FLORIDA LOCATIONS, BETWEEN GENERAL AND LIQUOR SALES AREA, PROVIDE GWB UP TO ROOF DECK ON BOTH SIDES. w MEN= 6%25GA. MTL. STUDS, 24" O.C. TO ROOF DECK (SECURED TO ROOF FRAMING) WITH 5/8" FIRECODE GWB EACH SIDE TIGHT UP TO ROOF DECK, (MINIMUM 1 HOUR AS REQUIRED BY CODE) w " 3-5/8'x 25GA. MTL. STUDS, 24' O.C. TO ROOF DECK (SECURE TO ROOF FRAMING) WITH 5/8 " GWB ON EACH SIDE TO ROOF DECK. � �n 3-5/8"x 25GA. MTL. STUDS, 24" O.C. TO ROOF DECK (SECURED TO ROOF FRAMING) WITH 5/8" FIRECODE GWB EACH SIDE TIGHT UP TO ROOF DECK, (MINIMUM 1 HOUR AS REQUIRED BY CODE) " U Ln 3-5/8"x 25GA. MTL. STUDS, 24" O.C. WITH ALTERNATE STUDS SECURED TO ROOF FRAMING 57 N/A MASONRY WALLS. AND OTHERS IT) STOP AT CEii iNG PROVIDE 5/8" 1 GWB EACH SIDE UP TO CEILING ONLY, 58 N/A 29 7'-6" HIGH SOFFIT A4.1 TWO ROWS 3-5/8"x 25GA. MTL STUDS 24" O.C. 59 7'-6" HIGH WALL OPENING. STOREFRDNT. SEE INTERIOR AND EXTERIOR �i WITH ALTERNATE STUDS SECURED TO ROOF 6o SLAT WALL WITH BLACK INSERTS, 30 ELEVATION. FRAMING AND OTHERS TO STOP AT CEILING, BY WALGREENS. 3t N/A PROVIDE 5/8" WR GWB BOTH SIDES UP TO 61 N/A CEILING ONLY. 5'-0" HIGH STAINLESS STEEL. WRAP g2 CONTRACTOR TO PROVIDE V-10"W. x 32 AROUND ALL SALES AREA COLUMNS REQUIREMENTS FOR RECEIVING PLATFORM AND 2'-O"H. DRYWALL CASED OPENING IN 13/ (SEAMS TOWARDS GONDOLAS), 3A-4 FOR MANEUVERING OF RECEIVING VECHILES. OFFICE OFFIWALL (TOP OF SILL @ 4'-2" A4.2 A.F.F.). ONE-WAY GLASS BY WALGREENS. 33 WHERE THESE WALLS ARE DEMISING PROVIDE A CONCRETE PLATFORM MAX. 1 1/2" BELOW AND/OR ARE SECURITY TYPE. PROVIDE BUILDING FLOOR. SURROUNDING PAVEMENT SHALL BE FLATTENED STEEL EXPANDED MESH 3/4 2,3/ SLOPED UP TO MEET THE PLATFORM. x 16 GA. MINIMUM BEHIND GWB, A2.2 FASTENED TO WALL STUDS ON WALGREENS SIDE. ROOM & SPAC N.A. GENERAL SALE' PASSAGE #1 N .A. EMPLOYEE ROOM OM FINISH FLOOR I BASE WALLS I CEILIN In w o > Q o Q Li Ofm w 0 z Li w m O O Lit J J W Li J m Q � ^o w Q W� W �` J J z Q H J Cn Cr) Q D Q d U z U Li Li m z ry W m ca n r � U W w F-z f- cn z Q tw- U� Q z z (n W3: 0 W r z I- z Q O Y U 0 Cn > �> W W z wO W n (0w= Li m0 m m Q w OO w UILFJ mp U w n_jm� m Q :I-_ (n -i_ __jw Q O wxO Uw W( (~W U~n JUQ m w U zOI w mW O w z J:�E Qf W (n rq WCO -I W U Y U -� O D W > z = z C2 CL w m>_= z z fw- Q z W m >- z O tl_ z w O Q x w w O Q 0 x _� w "I U O �-.0 U U w Cn a� > 0 z 3i 0 U m cn -t U L� > d- < 0 Z ELECT. RM,/SPACE OFFICE z 0 m m Li z o 0 mw O O U Li o L.LJ Li N Q Uj~~ = W y z Q = � O z = W m Q O z m m m O L:w w O � w U O � LIJ O.. Q << o w o elf Lij >_ W Q z Q 0 z I- Q U j cn a_, = Y Li OO z LL_ Wo w Q Q w 0 d m 0 n U 0 REMARKS: 1 FIBERGLASS POLYESTER PANEL IN PORTER AREA FROM FLOOR TO 8'-0" A.F.F. 2� N/A 3� CONCRETE HARDENER/SEALER UNDER WALK-IN COOLER/FREEZER. 4 BEHIND DOOR AND 1-HOUR PHOTO WALL. 5) FURNISH AND INSTALL VINYL BASE ON COSMETICS, PHOTO, AND FRONT CHECK-OUT CASEWORK. SEE SHEET D1. 6) REQUIRED OVER METAL STUDS AND INSULATION IN LOCATIONS OF "THRU-WALL" CONSTRUCTION. SEE SECTION 2/A2.3. NO. I DATE I BY I DESCRIPTION ICONST REVISIONS CERTIFICATION AND SEAL I HEREBY CERTIFY THAT THIS PLAN AND SPECIFICATION WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY REGISTERED ARCHITECT OR ENGINEER UNDER THE LAWS OF THE STATE OF WASHINGTON AS SIGNIFIED BY MY HAND AND SEAL. STORE #: 7355 WALGREENS STORE SEC Sunset Blvd & NE 12th Street, Renton, WA DRAWING TITLE GENERAL FLOOR PLAN & SCHEDULES CADD PLOT: VOID PLOT: RELEASED TO CONSTRUCTION SCALE: 1 /8"= V-0" DRAWN BY: HD DATE: March 2002 REVIEWED BY: JGH DRAWING NO. Alml OF - DWGS. SITE PLAN APPROVAL SUBMITTAL - 3.28.02 I 11 0 z m O w v a EL cr w a a w Q 0 H O J d 0 0 w w Z 0 Y = 0 O a Q ry n n Q w Q I z 0 \n w ry O Z HORIZONTAL DATUM: REFER TO THE CORRECTED PLAT OF RENTON HIGHLANDS NO, 2. VERTICAL DATUM: BASED ON CITY OF RENTON DATUM. CITY BENCHMARK NO.1843 = FOUND 1 /8"BRASS PIN IN A 4"x4" CONCRETE POST MONUMENT IN CASE, DOWN 1.1' AT INTERSECTION OF N.E. 12TH ST. AND MONROE AVE. N.E. ELEVATION = 425.15 GRADING LEGEND EXISTING SPOT GRADE x �9s� 9 EXISTING CONTOUR Mks PROPOSED SPOT GRADE 3 96.78 PROPOSED CONTOUR —396 PROPOSED RIDGE LINE — — --R- — — NEW ASPHALT PAVEMENT NEW CONCRETE PAVEMENT ° STRUCTURE TOP ELEVATION TE= PIPE INVERT ELEVATION IE= PROPOSED WALL CQ,�\� x � �" •��r p CC & 12 GUTT R � I � ,x�{o r,Ap1L 'S .4..........,.,:,,.......,..............-.- tt.gw'S ::..- ,� •.,; 'SRO \\ 6 ' ' •' � Ci : `� - D. '� � : � O �dOp. ,.:,� ,� s` � < I x EN .................. ° P L�` �P of WAs 0<v0 P pR 'S'/ C 00 13 _ VSEAL h � ;. 1969 5 ONAL S'H I NG Ai & SET SITE BENCHMARK "A": EXPIRES - 72 �?-�f 1/25/03 El jr — TOP CENTER BOLT OF HYDRANT 0 L 9 7 0 8 4 -- 0 2 ELEV `O / ' ,....•' .. / N.,... CB 'T' R E BUSH, ROED & HITCHINGS INC. x CIVIL ENGINEERS & LAND SURVEYORS 2009 MINOR AVE. EAST (206) 323-4144 SEATTLE, Washington 1-800-935-0508 13 �4r 98102-3513 FAX# (206) 323-7135 S� E—MAIL: INFO@BRHINC.COM CHECKED FOR COMPLIANCE TO CITY STANDARDS Date Date Date FL: Ld U) ry 04 04 �2 6 z LO 0 0 0 IE=36316 12NE) 'SW .. . ............. K DS K ........... 'Sp ......... . ....... — - ------- . . .... cw cw 26 Cw LJ W L .......... w TE=363,42 —6 cc C� yv 6 �c C� up .w) (NO NPES E WV • SD "'Y. ww/i LAW- S7��'FIFX J.. 0 T-=366,35 BLE YELLO ?E=361,556'SW) A WWI .. . ......... STMPE D 0 u B L. lE=359,45(12'SE) SSMp . . ... .... F E =,'1,5 01 Z E& W)y DrAJ81--E LO Ld 6, 5 is Q� LO LANE STRrE 59.17(181h "" LLI 1 -357,67(lp, 13) 9P . .............. 2"CP SD ........... i PE I V"j'- 13 TYPE I ....... V) -17 TF 0 ST k� -E ET 5"CC SD .. to .... . ....... V S'r 4 ............. . .. . . .... ........ . ....... ]� -'-0- E,- L W.R E D i P MAIN (R' 5,cw• �5. . .:"?"I * -- /Y�&-'- IT, I ........... . . 61 6"CC LLJ c,4 . ... ............... . I., .... ............ K � I 9/�ROSS' ILK . ..... EV ......... . CTA,CHANL 65,81 . . ...... ...... . ......... "Ilk 4'CW,' 4'0w z ry 0 LLI Tspl- . ............... . . . . . . . . .. .. ................. . .... ..... ...... .. ..... CL ....... E I . . ............ 25 FIRE HYDRANT Xk z EXISTINd',,'. cl qp N, SET SITE BENCHMARK: > N.W. BASE BOLT OF TRAFFIC SIGNAL POLE ;-e 0 F- m If .:.. . ., I ELEV.=366.52 LLJ TE= 6,46 'v' fy' LLJ Lq V) ry z A- 0 f cn TE=-366,"' Alli� Ld X, All ID) V) T 3 2,58(12S) E=3 'L,*3',,,,(NE&`3W le 6 r OD A-V Olt LLJ 0 0-'T:� T WE 1 ---7 / \ .' - . -:'I ' i, a) ce T) IX cl LOCATE LIGHT POLE 77 3e.c x: -�364,, . . . ...... ......... ....... ............. ...... ... . ........ . ... REU 'E METER E 0 Qj �'AND INSTALL S'S�J H JDCDA FOR w x - — — — — — - IRRI ATION D -u LLJ '5(40N IL II I c: c E I II Lj :1*368,4:3 E 0 00• LLJ m IE=367,43 0 CN 1 E c: 0 c Z A i I I j t FOUND RR SPIKE WITH J �PUNCH MARK, & 0.15' E OF CORNER ... .. ....... ter,....... ..... FF=369.50 C., E I re, -=-,3 6 2.01`6"'S�E X lE=3e'1'41(12 SE) > W ff=-361,31 (12 x$ Ez 0 x 0 op TACK IN :�=364,2%4"E "v O.I'S.&O.OVE. 0 C'� PROP. COR % z C14 z 00 < C8 Z < II u C q 8"ECC =z DOMESTIC SEWER CONNECTION 16, JI SEE MECHANICAL FOR CONTINUATION (j IREUSE� METE WALL MOUNTED FDC FOR DOMESTI (DDCVA INSIDE BUILDING) QlCT10N CONN & .............. . . .. ................... d v" w z o (XI CL w C-) �0 V n C13 TYPE I S # L GRADE < c IE= .35 00 ............ cEi 125' TEm3�6 Ld ....... ........ '. :.' 2- i II ................... iE SSMH #1 TE=370.00 V I Z. 8" C 11; LF IE=361.55 _j It'll 114F j rn zz� 5� j 1-5. 0 0' -j EASEMENT ...... .............. TYP' .... . .. . ..... j T 77i 4 Ae 6CR ­�:f —6&i IT LLI EN St H ITC WA 0 PL 0 Qj A�xl cn �J > LLJ SEAL MICROFILMED ry .......... 1969 I CHECKED FOR COMPLIANCE HORIZONTAL DATUM: SHO REFER TO THE CORRECTED PLAT OF RENTON HIGHLANDS NO. 2. SET SITE BENCHMARK �A�. TOP CENTER BOLT OF HYDRANT EXPIRES 1/25/03 TO CITY STANDARDS 3�R ELEV.=372.72 VERTICAL DATUM: 97084-02 Date BASED ON CITY OF RENTON DATUM. EXISTING FIRE HYDRANT FOUND 1/8"BRASS PIN IN A 4").:4" CONCRETE POST =37121 BUSH, ROED & HITCHINGS, INC. Date CITY BENCHMARK N0.1843 CIVIL ENGINEERS & LAND ';HF?VFYnP--q Date 2009 MINOR AVE. EAST (206) 323-4144 11111mommomm SEATTLE, Washington 1-800-935-0508 98102-3513 FAX# (206) 323-7135 BRH E—MAIL: INFO@BRHINC.COM MONUMENT IN CASE, DOWN 1.1 AT INTERSECTION OF N.L. 12IM t)l. AND MONROE :cz; AVE. N.E. ELEVATION = 425.15 6A -off -038 6 z m 0 w a a x w a a J 6 0 a w x w w J Q � J o » IE -'364.0 12„ S) N cX // i CROSSWA:i.. y �.. MO�o ~'� b ii ,I I JK(wj�m .-.. ........ j� , _m„ Q m _ '• a'<fES s,3 .:J..r.<. ti l f �'ffi ._�.) 1: i'!.. ' .vY $7 ;` .,,,.,, «..,...„.�..»» };.,Y " ,.•..1,..,» ....•.,,,.x..v„„,. CT) C �"' M=-347.67® / 11 >E) M» /�: C---�-------- � — — — ` W r. <€ µ 6 CC ---- (N',.} , ii i„S VI �,:i 3;..A IF � J I t i� / % tiF ..» h .y" -` e r £ .D I a'SC;ty€ LANs. STR1 3 1^. � ✓ s 574 IE 36C i t "': 'y..L ..v. „ 9•% IS f£.,'", 366,35 T( 3.14. "p,,"" / j {^^.�:^..,' .,..� f i.»),£ ... Yf: ; 5 : DO� 1/ YELLOW S PEr lE 361,55{6 wy SW , " j ; r , � IE---359,412'SE) I J�� IE=;359,''�€"•.2 is E v�. r:' #f '4O ili..tM Z Ln W LANE IE ':°�59.1 f 1 K5 a /., ,,. Q W : t 1 f57,671 S :"R'%EET 566,45(1 . ....... }1 i r / C. # ,.., .'i�'' ':^.,,. /,.. .... A,.w.,»,.wM,�v...... Y6 �iii t �% ..» - l§/: ,..,»„sy /TE-,:,r.:�i#N;,:E .r' .� "\. S1 ., ", .... ........ . . . ...... ,= » . _• » _ _ r Ie6 »"...... O . t3• CCO ^ 41 LiCV 4ROSSWE O , I .F • E LLJ 's t,/ ,: � r9 � 1 i. �j I r 6 I~� i t5:'^1 _T�A / it � � `'.X` • S,; ""., ;a ,> �°'i Q / /1> SET SITE BENCHMARK,/ f j� 16Q / l M J V N,W, BASE BOLT OF TRAFFIC SIGNAL POLE,' l ,'` /: �'�' i�0 � m ELEV.=366.52 II tii/ / aS�. iVAU1# ON CSC ��,.,,,,. fh \ €£`1`�lr .. Q Wf € y / /, 0 LLJ W,ci .1.7 ,� r�� ems:,• I} .... I g (! UIr �'/ I �.€' ` TE=368.4 f �# z, i I I [ W r /�' r` �' IE=366.24 1 <=. I E � ' TEE 36 26 c� / % O } j! ■ iE= .1-z5k,12%S) W Q f,x,t� / \ }! DO r, ._ I r I i /' g O Az;r v v ,. L > �. I t�Jh � .;• x [I ':, - a . .'r•:. :, t f .: y s+<.. a � �, . _ i . I 00 ,1 £ +% ,f I•>. h . i POLE �.' 1f 1~-�3f�2<� �j 5 r # f Q / � , /� / , SSW Lq / r,� `� . / 13 f,,,.» r £,. >. '?x5.= 3 ,1 5 4 N E qg Of LLJ � E / / , fJe h" / ♦ 1', 1 ij - / i.^.^a3S:lL.f '`.3 y'•'I I I .•II :. Lij00 c a��i 5/ / / CB' S / �' CB 6 \ \ / I I � I I I v d%` f / T'`�•_� ' f., EPAf�TOR J 6I° /%/ I i tD --?-FOUND RR SPIKE WITH c� TE= 367 S, ,, 1=-364.31 ' 3 .60 Q� -;PUNCH MARK, 0.27' S S H / 364 4 y< // F F - 3 6 �J 5 O & 15' E OF CORNER 366.31�. / ;' :. Co3 r 6 4 ,41 12 � CB#1 TE=369.46} �� o f' / �,,1 // �� '\ � '' . o/ /#sff \ • \•i S 4 `���/ ■ IE=367.75 W rcp .9 •\ ,f;. i O 7 10 •.1,`. I/,. I TACK I364,2 N D s'" F ' �I: s W 9(4 p N - ; I t 3636 ,€ PROP. COR w N z r // Sb M H 4 / sue. ^? Zw �u FiIG -FLAW 6YPASS \ I„;frrI, f' TE 36 �`y:: f » LL I 'I £ zf' \ / � %� ,}'<1. \ ' _ t' I ;< /� \ \ \ co i# �i i 370,99 lr I 36`4 / I II 1 M "' f;%' J� // 62<41 / ^ 1 ;' \\ \ \'` f %' €€ : zs 3.88 " / ` �.. // / I n ? R,CHAN,=359,1£ s j ECC AlM""` '< . ` _ . s ' y • 1', /': r 4 \ , I L - r' y QC9 TYPE 1i4A,, MM r f ,¢ '�..................... _ _--- 6; PVC- 86LF @ 1.00�E=3 , 9 % w ■ / 125 i., 362<696 "#CB#2 ' II i z _ E 366 7 5 : , /\ 368,50 /. 6 CC 12 GUTT NI i / `C , Z ex: P L� II A o o �\ \� s, ,�, II o °f W S o�' �P CRq yeti , 11 x y z Lu E , HORIZONTAL DATUM: » ;`,� » � � � II 3425 �s mm c� p7- REFER TO THE CORRECTED PLAT OF RENTON HIGHLANDS N0. 2. ��� ` � = ""': Is, �' wq 1969 SET SITE BENCHMARK A �vA� v CHECKED FOR COMPLIANCE VERTICAL DATUM: i y e c 1 '�~""`,. TOP CENTER BOLT OF HYDRANT I �, y' EXPIRES 1/25/03 TO CITY STANDARDS // r" ELEV.=372.72 ? F..,µ,» ,,,,,1 97084-02 BASED ON CITY OF RENTON DATUM. CITY BENCHMARK N0.1843 =FOUND 1 /8"BRASS PIN IN A 4"x4" CONCRETE POST ' / - ' €°� 1"' \I II / ' Date '7,91 =w BUSH ROED & HITCHINGS INC. Date CASE DOWN 1.1' AT INTERSECTION OF N.E. 12TH ST. AND MONROE � � � �� ��-370,4i ���I �' � ' ' MONUMENT IN i � CIVIL ENGINEERS &LAND SURVEYORS Date AVE. N.E. ELEVATION = 425.15 f ®� 2009 MINOR AVE. EAST ' -2064144 $3Wshington 923_0508 z 98Orn5FAX#IN06) —RH E—MAIL: FOOBRHINC.COM 323 7135 s 5A- Dg-- 034 SA - n"� - 0-3e 0 U O z m 0 6.i U a V) af w a a i `r " ''tpT1. w U N 0 a w a 0 8 CL L, X W co m W z J Q LL J . x N (;: // S /:.` ' \ .• ° \ , Y Z U ' ,, "'1', a.s"3 „°.. ,^ / .,, ". t' ,,7�� ,e` �? s" \ y "y S i� 3 �� 3 C3 S.: r= - - - _ _ _ r^ .1 I «3 W _ 6.0 € rf TE3s6:413 / ____/+__ _===.1}_ ____ ? E€ » _t fi % C �1 . E s S. E ! --- C3 rorr # i 6"l,C- T }_ _ -s �i :^:: "T`�:. IE- »:., q� �p) 6 D,ty^y N11k»""' if 1 i 1 , . 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T �.w ' -.... - / .. .... /$ ,v I l I A /� " o / ":., r \\ G . \±� f € I ; 0 \\.;: , � , e p% E - >:. . . q ,� j_„si . ..,"'. fv ADDITI 1. WIND TRANSPORT OF SOILS SHALL BE MINIMIZED DURING CONSTRUCTION. IF CAUSING A HAZARD TO DRIVERS, METHODS OUTLINED IN THE 1990 KING COUNTY SURFACE WATER MANUAL SHALL BE APPLIED (SEC. 5.4.7). 2. IF CONSTRUCTION IS CONDUCTED DURING THE WET SEASON, ADDITIONAL REQUIREMENTS EXIST FOR EXPOSED SOILS. SPECIAL PROVISIONS ARE FOUND IN THE 1990 KING COUNTY SURFACE WATER MANUAL (SEC. 5.4.8). 1. CONTRACTOR SHALL CONTACT THE CITY OF RENTON TO SCHEDULE AND ATTEND THE PRECONSTRUCTION MEETING. NOTIFY THE ENGINEER OF THE LOCATION AND TIME. 2. INSTALL CB PROTECTION AND OTHER T.E.S,P. MEASURES AS INDICATED ON THE EROSION CONTROL PLAN. ALL TEMPORARY AND PERMANENT EROSION CONTROL MEASURES SHALL BE MAINTAINED AND REPAIRED AS NEEDED TO ASSURE CONTINUED PERFORMANCE. THESE MEASURES SHALL BE REPAIRED TO THEIR ORIGINALLY INSTALLED CONDITION. 3. DEMOLISH ABANDONED ON -SITE BUILDINGS AND ASSOCIATED PAVEMENT PARKING AREAS. 4. CAP EXISTING ON -SITE UTILITIES MARKED FOR DEMOLITION AT PROPERTY LINE AND REMOVE. 5. BEGIN SITE GRADING. 6. INSTALL NEW UTILITIES AND STORM DRAINAGE SYSTEM. 8. CONSTRUCT NEW BUILDING. 9. FINAL GRADE AND PAVE SITE. 10. REMOVE ALL EROSION CONTROL MEASURES WHEN ENTIRE SITE IS STABILIZED. ALL TEMPORARY EROSION CONTROL MEASURES SHALL BE REMOVED 30 DAYS AFTER FINAL SITE STABILIZATION OR AFTER THEY ARE NO LONGER NEEDED. TRAPPED SEDIMENT SHALL BE REMOVED OR STABILIZED ON -SITE. DISTURBED AREAS RESULTING FROM SEDIMENT REMOVAL SHALL BE PERMANENTLY STABILIZED. 10. FINAL INSPECTION. EROSION CONTROL LEGEND EXISTING CONTOUR .... ....... 3'79...... FINISH CONTOUR (TOP OF ASPHALT) LIMITS OF CONSTRUCTION FILTER FABRIC FENCE X X ROW LINE "- - - INLET PROTECTION ... .1 X . ,_ 11 � .. I I . I .1 .. ro I ..... 11 z cl� s "' P L \ � -II �, °F AS off' �P ORq 0..... . ,� . " , ,--,fl � �� L� i "I \, .::v /',� VA � ,,II ooze oo ����, ", / i ill--�... ill. � 5; , 11../ I SEAL - -� - ;.ill ." �8 -?"-6,,-E.-I,-",----�'---,?"I .. . .... 111; ��....f _,_,� I Of N / / �/ T '3�S S :, �.:. ..w� iw ... • � x a3 / r , £ L II 1 /3�6425 �`(a�Q �Q� n HORIZONTAL DATUM: s. �� » »...,..,,,, �:._ G / C azz I SSA OVAL ECG\ �P'O �qSH I tJO�C� REFER TO THE CORRECTED PLAT OF RENTON HIGHLANDS N0. 2. �_ .. ' t x _ '` ,,1:', 3" / .. i SET SITE BENCHMARK "A EXPIRES 1/25/03 ' + 6 Gj,/ { TOP CENTER BOLT OF HYDRANT ',''%r' ELEV.-372.72 1 ..w ,":: 1 ` VERTICAL DATUM: /40- 1_.M� l�I 84-�2 Iddib- BASED ON CITY OF RENTON DATUM. /z I II;! A �p N0.1843 = FOUND 1 8"BRASS PIN IN A 4%4" CONCRETE POST 1",/ 37 �� "\/Al s" i � BUSH, ROED & HITCHINGS, INC. CITY BENCHMARK / -i/ �€ I� * CIVIL ENGINEERS & LAND SURVEYORS MONUMENT IN CASE, DOWN 1.1 AT INTERSECTION OF N.E. 12TH ST. AND MONROE o AVE. N.E. ELEVATION = 425.15 2009 MINOR AVE. EAST 6 (206) 323-4144 -0508 ''J 98 02 3SEATTLE�513 Washington FAX# (2806) 323_7135 z ,........ E-MAIL: INFOC�BRHINC.COM V11CROFIL._._ CHECKED FOR COMPLIANCE TO CITY STANDARDS Date Date Date SA - 4-03le 0 U w J U 0 a L x x w a z w J w cn cr w Q N O N 0 6 z z a o Lc) �- In W Of F- (10 2 LLJ cV Ld Ld Lu Z 0 (f.) Ld ozm U LW LLJ tw ry Z 0 N II 0 :D I V) YI W 0 o W 0 � ZQQ U K � N W K 2 WATER UTILITY - GENERAL NOTES v 1. ALL WORK MATERIAL SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON UTILITY DEPARTMENT N AND THE LATEST EDITION OF THE WSDOT/APWA STANDARDS AND SPECIFICATIONS, AS APPROVED BY THE CITY OF RENTON. A SET OF APPROVED PLANS SHALL BE KEPT ON SITE AT ALL TIMES DURING CONSTRUCTION. 2. THE HOURS OF WORK IN THE STREET RIGHT-OF-WAY SHALL BE LIMITED TO 8:30 A.M. TO 3:30 P.M. ON WEEKDAYS UNLESS OTHERWISE APPROVED IN WRITING BY THE TRANSPORTATION DIVISION AT 277-6222. ALL STREET CLOSURES, PARTIAL OR FULL, SHALL BE APPROVED BY THE TRANSPORTATION DIVISION AT 277-6222 24 HOURS IN ADVANCE. THE POLICE DEPARTMENT, FIRE DEPARTMENT, AND 911 SHALL BE NOTIFIED 24 HOURS IN ADVANCE. 3. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE. FOR UTILITY LOCATE CALL 48-HOURS LOCATORS, 1- 800-424-5555. 4. ALL WATER MAIN PIPE TO BE CEMENT LINED DUCTILE IRON PIPE CONFORMING TO AWWA C110 AND C111 OR LATEST REVISION, THICKNESS CLASS 52. CEMENT MORTAR LINING AND SEAL COATING SHALL CONFORM TO AWWA C104 OR LATEST REVISION. PIPE JOINTS TO BE PUSH -ON OR MECHANICAL JOINT. BEDDING TO BE CLASS C. ALL DUCTILE IRON PIPE INSTALLED SOUTH OF SUNSET BLVD. (EMPIRE WAY, SR 900) AND WEST OF SR 167 (EAST VALLEY FREEWAY) OR IN SOILS OF HIGH RESISTIVITY SHALL BE POLYETHYLENE WRAPPED PER ANSI/AWWA C105-77 STANDARDS. 5. CAST IRON AND DUCTILE IRON FITTINGS SHALL BE CEMENT LINED, PRESSURE RATED AS NOTED ON PLANS, AND IN ACCORDANCE WITH ANSI/AWWA C110/A21.10-82. CEMENT LINING SHALL BE IN ACCORDANCE WITH ANSI/AWWA C104/A21.4-85. IF FITTINGS ARE 3 INCHES TO 12 INCHES IN DIAMETER AND HAVE MECHANICAL JOINTS, THE FITTINGS SHALL BE IN ACCORDANCE WITH EITHER ANSI/AWWA L C110/A21.10-82 OR ANSI/AWWA C153/A21.53-84. 3 INCH TO 12 o INCH DIAMETER FITTINGS WHICH HAVE MECHANICAL JOINTS AND/OR FLANGED JOINTS SHALL BE IN ACCORDANCE WITH ANSI/AWWA C110/A21.10.82 OR A COMBINATION OF ANSI/AWWA C110/A21.10.82 AND ANSI/AWWA C153/A21.53-84 SUCH THAT THE PORTION OF THE Q FITTING WITH A MECHANICAL JOINT(S), MAY BE IN ACCORDANCE WITH ANSI/AWWA C153/A21.53-84 AND THAT PORTION OF THE a FITTING WITH FLANGED JOINTS) SHALL BE IN ACCORDANCE WITH ANSI/AWWA C110/A21.10-82. ACCEPTANCE TESTING IN ACCORDANCi= WITH SECTION 53.53 OF ANSI/AWWA C153/A21.53-84 OR WITH SECTION 10-4.3 OF ANSI/AWWA C110/A21.10-82 SHALL BE OBTAINED BY THE CONTRACTOR AND TRANSMITTED TO THE OWNER. E Iv 6. GATE VALVES SHALL CONFORM TO AWWA C500 AND SHALL BE IRON Q, BODY, BRONZED -MOUNTED, DOUBLE DISC WITH BRONZE WEDGING DEVICE AND 0-RING STUFFING BOX. VALVES SHALL BE DESIGNED FOR A MINIMUM WATER OPERATING PRESSURE OF 200 PSI, GATE VALVES SHALL BE CLOW LIST 14, MUELLER COMPANY NO A2380, OR M & H. ALL VALVES 12" IN DIAMETER AND LARGER, SHALL BE INSTALLED IN A VAULT. SEE WATER STANDARD 'DETAIL FOR 12" GATE VALVE ASSEMBLY VAULT AND 1" BYPASS INSTALLATION. 7. FIRE HYDRANTS SHALL BE COREY TYPE (OPENING WITH THE PRESSURE) CONFORMING TO AWWA C-504-80 WITH A 6 INCH INLET AND M.V.O. OF 5 INCHES, TWO 2-1/2 INCH HOSE NOZZLES WITH NATIONAL STANDARD 7 INCH, 60 DEGREES V THREADS, O.D. THREAD 4.875 AND ROOT DIAMETER 4.6263, 1-3/4 INCH PENTAGON OPERATING NUT OPENED BY TURNING COUNTER CLOCKWISE (LEFT). 0 8. ALL WATER MAIN 10 INCHES AND SMALLER TO MAINTAIN A MINIMUM COVER OF 36 INCHES BELOW FINISH GRADE. ALL WATER MAIN 12 INCHES AND LARGER SHALL BE AT A MINIMUM OF 48 INCHES BELOW FINISH GRADE. WHERE UTILITY CONFLICTS OCCUR, WATER MAINS ARE TO BE LOWERED TO CLEAR. 9. ALL WATER MAINS SIX (6) INCHES IN DIAMETER AND LARGER SHALL BE CLEANED WITH PIPE CLEANING "PIGS" PRIOR TO DISINFECTION. THE "POLY PIGS" SHALL BE GIRARD INDUSTRIES AQUA SWAB -AS OR APPROVED EQUAL, 2 LB/CU FT. DENSITY FOAM WITH 90A DUROMETER URETHANE RUBBER COATING ON THE REAR OF "PIG" ONLY. "PIGS" uj SHALL BE CYLINDER SHAPED WITH BULLET NOSE OR SQUARE END. cr THE CITY WILL ASSIST THE CONTRACTOR WHO WILL PERFORM THE CLEANING OPERATION. 9A. ALL WATER MAINS AND SERVICES SHALL BE PRESSURE TESTED TO A Q MINIMUM OF 200 PSI OR 150 PSI OVER OPERATING PRESSURE, IN ACCORDANCE WITH THE SPECIFICATIONS OF THE CITY OF RENTON AND w THE WASHINGTON STATE HEALTH DEPARTMENT. ALL PRESSURE o TESTING SHALL BE DONE IN THE PRESENCE OF A REPRESENTATIVE OF THE CITY OF RENTON. >- 9B. ALL WATER MAINS AND SERVICES SHALL BE DISINFECTED BY THE m INJECTION OF A 50 PPM (MINIMUM CONCENTRATION) CHLORINE/WATER SOLUTION. DRY CALCIUM HYPOCHLORITE SHALL NOT BE PLACED IN THE PIPE AS LAID. CHLORINE SHALL BE METERED/INJECTED IN ACCORDANCE WITH SECTION 7-11.3(12)E OR 7-11.3(12)F OF THE STANDARD SPECIFICATIONS REFERENCED IN 1 ABOVE. 10. A PRECONSTRUCTION CONFERENCE IS REQUIRED PRIOR TO ANY CONSTRUCTION. A MINIMUM OF 10 (TEN) WORKING DAYS NOTICE IS REQUIRED FOR SCHEDULING. PRIOR TO SCHEDULING THE PRECON A PERMIT INFORMATION SHEET MUST BE SUPPLIED TO THE UTILITY ENGINEER'S OFFICE. TWENTY-FOUR HOUR NOTICE WILL BE REQUIRED zo PRIOR TO STARTING NEW CONSTRUCTION. cn 11. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL m NECESSARY PERMITS PRIOR TO STARTING CONSTRUCTION. 12. INSTALLATION OF CORPORATE STOPS, WATER SERVICES, LINES AND METERS SHALL NOT BE DONE UNTIL ALL SERVICE AGREEMENTS, METER APPLICATIONS, CONSTRUCTION PERMITS, AND PAYMENT OF FEES HAVE BEEN MADE TO THE CITY OF RENTON. 13. ALL CONNECTION TO EXISTING MAINS TO BE ACCOMPLISHED BY THE CITY OF RENTON, EXCEPT WET TAPS WHICH MAY BE MADE BY APPROVED WET TAP CONTRACTORS WITH PRIOR APPROVAL FROM THE WATER UTILITY SECTION. ALL NECESSARY EXCAVATION AND o MATERIALS TO BE SUPPLIED BY THE CONTRACTOR AND BE ON -SITE z PRIOR TO CITY NOTIFICATIONS. WATER UTILITY - GENERAL NOTES (CONTINUED) 14. INSPECTION WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF RENTON. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE CITY INSPECTOR 24 HOURS IN ADVANCE OF BACKFILLING ALL CONSTRUCTION. THE CONTRACTOR AS WELL AS THE ENGINEERS SHALL KEEP AS -BUILT DRAWINGS. 15. CONTRACTOR TO PROVIDE PLUGS AND TEMPORARY BLOW -OFF ASSEMBLIES FOR TESTING AND PURITY ACCEPTANCE PRIOR TO FINAL TIE-IN. 16. ALL JOINT RESTRAINT SYSTEMS (SHACKLE RODS, NUTS, BOLTS, ETC.) SHALL BE AS MANUFACTURED BY THE STAR MANUFACTURING COMPANY OF COLUMBUS OHIO OR EQUAL APPROVED IN WRITING BY THE WATER UTILITY SECTION. 17. ASPHALT AND CONCRETE STREET PAVING SHALL BE SAWCUT TO A MINIMUM DEPTH OF TWO INCHES. OIL MAT STREETS MAY BE SPADE CUT. ALL SURFACE CONCRETE, PAVEMENT, SIDEWALKS, CURB, GUTTERS, AND DRIVEWAY APPROACHES SHALL BE SAWCUT TO A MINIMUM DEPTH OF TWO INCHES OR REMOVED TO AN EXISTING EXPANSION JOINT. 18. A TEMPORARY COLD MIX ASPHALT PATCH SHALL BE PLACED ON THE DAY OF INITIAL EXCAVATION WITH A PERMANENT, SEALED PATCH TO BE PLACED, TO CITY OF RENTON POLICY, WITHIN TEN DAYS. CALL FOR SUBGRADE INSPECTION PRIOR TO PLACEMENT OF FINAL PATCH. TRENCHES WILL NOT BE LEFT OPEN OVER NIGHT WITHOUT PRIOR WRITTEN APPROVAL OF THE INSPECTOR. 19. FOR CITY PROJECTS SUCH AS TELEMETRY CONDUIT, THE PVC PIPE USED SHALL BE SCHEDULE 40 IN UNIMPROVED AREAS AND SCHEDULE 80 UNDER IMPROVED AREAS. ALL CHEMICAL PROCESS LINES SHALL BE SCHEDULE 80 PVC PIPE. SANITARY SEWER NOTES & SPECIFICATIONS 1. ALL WORK MATERIALS SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON AND THE LATEST EDITION OF THE WSDOT/APWA STANDARDS AND SPECIFICATIONS. 2. THE HOURS OF WORK IN THE STREET RIGHT-OF-WAY SHALL BE LIMITED TO 8:30 A.M. TO 3:30 P.M. ON WEEKDAYS UNLESS OTHERWISE APPROVED IN WRITING BY THE TRANSPORTATION DIVISION AT 277-6222. ALL STREET CLOSURES PARTIAL OR FULL' SHALL BE APPROVED BY THE TRANSPORTATION DIVISION 24 HOURSIN ADVANCE. THE POLICE DEPARTMENT, FIRE DEPARTMENT, AND 911 SHALL BE NOTIFIED 24 HOURS IN ADVANCE. 3. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH "STANDARD SPECIFICATIONS FOR MUNICIPAL PUBLIC WORKS CONSTRUCTION" PREPARED BY WASHINGTON STATE CHAPTER AMERICAN PUBLIC WORKS ASSOCIATION, LATEST EDITION (APWA) AND CITY OF RENTON STANDARD SPECIFICATIONS. 4. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE. 5. A PRECONSTRUCTION CONFERENCE AND A 24 HOUR NOTICE SHALL BE REQUIRED PRIOR TO STARTING NEW CONSTRUCTION. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PRIOR TO STARTING CONSTRUCTION. (INSPECTION WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF RENTON.) IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE CITY INSPECTOR 24 HOURS IN ADVANCE OF BACKFILLING ALL CONSTRUCTION. 6. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF CONSTRUCTION AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE CONSTRUCTION SITE. 7. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY OTHER RELATED PERMITS PRIOR TO ANY CONSTRUCTION. 8. PLANS APPROVED BY THE CITY OF RENTON, DEVELOPMENT SERVICES DIVISION, SHALL TAKE PRECEDENCE OVER ALL OTHER PLANS. 9. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 10. THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITH AN AS - BUILT DRAWING OF THE SANITARY SEWER SYSTEM WHICH HAS BEEN STAMPED AND SIGNED BY A LICENSED PROFESSIONAL ENGINEER OR LICENSED PROFESSIONAL SURVEYOR. 11. BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN LAYERS WITH A LOOSE AVERAGE DEPTH OF 6 INCHES, MAXIMUM DEPT OF 8 INCHES, THOROUGHLY TAMPING EACH LAYER TO 95 PERCENT OF MAXIMUM DENSITY. THESE COMPACTED LAYERS MUST EXTEND FOR ONE PIPE DIAMETER ON EACH SIDE OF THE PIPE OR TO THE SIDE OF THE TRENCH. MATERIALS TO COMPLETE THE FILL OVER PIPE SHALL BE THE SAME AS DESCRIBED. 12. OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELED ROADWAY SHALL BE BACKFILLED WITH CRUSHED ROCK AND MECHANICALLY COMPACTED. CUTS INTO THE EXISTING ASPHALT SHALL BE NEATLINE CUT WITH SAW IN A CONTINUOUS LINE. A TEMPORARY MIX PATCH MUST BE PLACED IMMEDIATELY AFTER BACKFILL AND COMPACTION. A PERMANENT HOT MIX PATCH SHALL BE PLACED WITHIN 10 DAYS AND SHALL BE PER CITY OF RENTON CURRENT STANDARDS. 13. DATUM SHALL BE CITY OF RENTON, U.S.C. AND G.S. 14. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED TO THE SATISFACTION OF THE DEPARTMENT FOR THE PREVENTION OF ON -SITE EROSION AFTER THE COMPLETION OF CONSTRUCTION. SANITARY SEWER NOTES & SPECIFICATIONS (,CONTINUED) 15. ALL PIPE AND /APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH SECTION 7-02.3(1) OF THE CURRENT :STATE OF WASHINGTON STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION. THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL AS WELL AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE UNYIELDING BASE. PIPE BEDDING SHALL BE PEA GRAVEL 6" ABOVE AND BELOW THE PIPE. 16. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER GASKETED ASTIvI D 3034, SDR 35, OR DUCTILE IRON CLASS 50. 17. IN UNIMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 6 INCH AND MAXIMUM 18 INCH ABOVE FINISHED GRADE. IN PAVED AREA, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING. STORM WATER DRAINAGE NOTES 1. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE -CONSTRUCTION MEETING MUST BE HELD WITH THE CITY OF RENTON DEVELOPMENT SERVICES DIVISION, PLAN REVIEW PROJECT MANAGER. 2. ALL CONSTRUC FION SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE "STANDARD SPECIFICATION FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION" PREPARED BY W.S.D.O.T., AND THE AMERICAN PUBLIC WORKS ASSOCIATION (APWA), AS AMENDED BY THE CITY OF RENTON. 3. THE STORM DR NNAGE SYSTEM SHALL BE CONSTRUCTED ACCORDING TO THE APPROVE[ PLANS WHICH ARE ON FILE WITH THE CITY OF RENTON. ANY DEVIATION FROM THE APPROVED PLANS WILL REQUIRE WRITTEN APPROVAL FROM THE CITY OF RENTON DEVELOPMENT SERVICES DIVISION. 4. A COPY OF THI=SE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER COPSTRUCTION IS IN PROGRESS. 5. DATUM SHALL 3E U.S.G.S. UNLESS OTHERWISE APPROVED BY CITY OF RENTON. REFERENCE BENCHMARK AND ELEVATION ARE NOTED ON THE PLANS. 6. ALL SEDIMENTATION/EROSION FACILITIES MUST BE IN OPERATION PRIOR TO CLEARING AND BUILDING CONSTRUCTION, AND THEY MUST BE SATISFACTORILY MAINTAINED UNTIL CONSTRUCTION IS COMPLETED AND THE POTENTIAL FOR ON -SITE EROSION HAS PASSED. 7. ALL RETENTION/DETENTION FACILITIES MUST BE INSTALLED AND IN OPERATION PRIOR TO OR IN CONJUNCTION WITH ALL CONSTRUCTION ACTIVITY UNLESS OTHERWISE APPROVED BY THE DEVELOPMENT SERVICES DIVISION. 8. GRASS SEED MAY BE APPLIED BY HYDROSEEDING. THE GRASS SEED MIXTURE, OTHER THAN CITY OF RENTON APPROVED STANDARD MIXES, SHALL BE SUEM_ITTE_D__BY_A__LANDSCAPE ARCHITECT AND APPROVED BY IHE DEVELOPtVEiVT JEiF"Y'lCES DIVI&ON. 9. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH SECTION 7-02.3(1) OF THE CURRENT STATE OF WASHINGTON STANDARD SPECIFICATION FOR ROAD AND BRIDGE CONSTRUCTION. THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL AS NELL AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE FILL BE SUPPORTED ON A UNIFORMLY DENSE UNYIELDING B1,SE. ALL PIPE BEDDING SHALL BE APWA CLASS "C", WITH THE EXCEPTION OF PVC PIPE. ALL TRENCH BACKFILL SHALL BE COMPACTED TO MINIMUM 95% FOR PAVEMENT AND STRUCTURAL FILL AND 90% OTHERWISE PER ASTM D-1557-70. PEA GRAVEL BEDDING SHALL BE 6" OVER AND UNDER P.V.C. PIPE. 10. GALVANIZED STEEL PIPE AND ALUMINIZED STEEL PIPE FOR ALL DRAINAGE FACILITIES SHALL HAVE ASPHALT TREATMENT #1 OR BETTER INSIDE AND OUTSIDE. 11. STRUCTURES SHALL NOT BE PERMITTED WITHIN 10 FEET OF THE SPRING LINE CF ANY STORM DRAINAGE PIPE, OR 15 FEET FROM THE TOP ANY CHANNEL BANK. 12. ALL CATCH BASIN GRATES SHALL BE DEPRESSED 0.10 FEET BELOW PAVEMENT LEVEL. 13. OPEN CUT ROAD CROSSINGS THROUGH EXISTING PUBLIC RIGHT-OF-WAY WILL NOT BE /kLLOWED UNLESS SPECIFICALLY APPROVED BY THE CITY OF RENTON. 14. ROCK FOR EROSION PROTECTION OF ROADSIDE DITCHES, WHERE REQUIRED, SH/ALL BE OF SOUND QUARRY ROCK PLACED TO A DEPTH OF 1 FOOT AND ry UST MEET THE FOLLOWING SPECIFICATIONS: 4"-8"/40%- 70% PASSING; 2"-4" ROCK/30%-40% PASSING; AND -2" ROCK/10%- 20% PASSING. 15. ALL BUILDING DOWNSPOUTS AND FOOTING DRAINS SHALL BE CONNECTED TO THE STORM DRAINAGE SYSTEM, UNLESS APPROVED BY THE DEVELOPtENT SERVICES DIVISION. AN ACCURATELY DIMENSIONED CERTIFIED AS -BUILT DRAWING OF THIS DRAINAGE SYSTEM WILL BE SUBMITTED TO THE CITY OF RENTON UPON COMPLETION. 16. ISSUANCE OF THE BUILDING OR CONSTRUCTION PERMIT BY THE CITY OF RENTON DOES NOT RELIEVE THE OWNER OF THE CONTINUING LEGAL OBLIGATION AND/OR LIABILITY CONNECTED WITH STORM SURFACE WATER DISPOSITION. FURTHER, THE CITY OF RENTON DOES NOT ACCEPT ANY OBLIGATION FOR THE PROPER FUNCTIONING AND MAINTENANCE OF THE SYSTEM PROVIDED DURING CONSTRUCTION. 17. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE SAFEGUARD, SAFETY DEVICES, PROTECTIVE EQUIPMENT, FLAGGERS, AND ANY OTHER NEEDED ACTIONS TO PROTECT THE LIFE, HEALTH, AND SAFETY OF THE PUBLIC, AND TO PROTECT PROPERTY IN CONNECTION AITH THE PERFORMANCE OF WORK COVERED BY THE CONTRACT. ANY WORK WITHIN THE TRAVELED RIGHT-OF-WAY THAT MAY INTERRUPT NORMAL TRAFFIC FLOW SHALL REQUIRE AN APPROVED TRAFFIC CONTROL PLAN BY THE TRANSPORTATION DIVISION. ALL SECTIONS OF ' HE W.S.D.O.T. STANDARD SPECIFICATIONS 1-07-23, TRAFFIC CONTROL, SHALL APPLY. STORM WATER DRAINAGE NOTES (CONTINUED) 18. SPECIAL DRAINAGE MEASURES WILL BE REQUIRED IF THE PROJECT LOCATION IS WITHIN THE AQUIFER PROTECTION AREA. EROSION CONTROL NOTES 1. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE -CONSTRUCTION MEETING MUST BE HELD WITH THE CITY OF RENTON DEVELOPMENT SERVICES DIVISION, PLAN REVIEW PROJECT MANAGER. 2. ALL LIMITS OF CLEARING AND AREAS OF VEGETATION PRESERVATION AS PRESCRIBED ON THE PLAN SHALL BE CLEARLY FLAGGED IN THE FIELD AND OBSERVED DURING CONSTRUCTION. 3. ALL REQUIRED SEDIMENTATION/EROSION CONTROL FACILITIES MUST BE CONSTRUCTED AND IN OPERATION PRIOR TO LAND CLEARING AND/OR OTHER CONSTRUCTION TO INSURE THAT SEDIMENT LADEN WATER DOES NOT ENTER THE NATURAL DRAINAGE SYSTEM. ALL EROSION AND SEDIMENT FACILITIES SHALL BE MAINTAINED IN A SATISFACTORY CONDITION UNTIL SUCH TIME THAT CLEARING AND/OR CONSTRUCTION IS COMPLETED AND POTENTIAL FOR ON -SITE EROSION HAS PASS ED. THE IMPLEMENTATION, MAINTENANCE, REPLACEMENT AND ADDITIONS TO EROSION/SEDIMENTATION CONTROL SYSTEMS SHALL BE THE RESPONSIBILITY OF THE PERMITTEE. 4. THE EROSION AND SEDIMENTATION CONTROL SYSTEMS DEPICTED ON THIS DRAWING ARE INTENDED TO BE MINIMUM REQUIREMENTS TO MEET ANTICIPATED SITE CONDITIONS. AS CONSTRUCTION PROGRESSES AND UNEXPECTED OR SEASONAL CONDITIONS DICTATE, THE PERMITTEE SHALL ANTICIPATE THAT MORE EROSION AND SEDIMENTATION CONTROL FACILITIES WILL BE NECESSARY TO INSURE COMPLETE SILTATION CONTROL ON THE PROPOSED SITE. DURING THE COURSE OF CONSTRUCTION, IT SHALL BE THE OBLIGATION AND RESPONSIBILITY OF THE PERMITTEE TO ADDRESS ANY NEW CONDITIONS THAT MAY BE CREATED BY HIS ACTIVITIES AND TO PROVIDE ADDITIONAL FACILITIES, OVER AND ABOVE MINIMUM REQUIREMENTS, AS MAY BE NEEDED TO PROTECT ADJACENT PROPERTIES AND WATER QUALITY OF THE RECEIVING DRAINAGE SYSTEM. 5. APPROVAL OF THIS PLAN IS FOR EROSION/'SEDIMENTATION CONTROL ONLY. IT DOES NOT CONSTITUTE AN APPROVAL OF STORM DRAINAGE DESIGN, SIZE NOR LOCATION OF PIPES, RESTRICTORS, CHANNELS, OR RETENTION FACILITIES. 6. DURING THE TIME PERIOD OF NOVEMBER 1 THROUGH MARCH 31, ALL PROJECT DISTURBED SOIL AREAS GREATER THAN 5,000 SQUARE FEET, THAT ARE TO BE LEFT UNWORKED FOR MORE THAN TWELVE (12) HOURS, SHALL BE COVERED BY MULCH, SODDING, OR PLASTIC COVERING. 7. IN ANY AREA WHICH HAS BEEN STRIPPED OF VEGETATION AND WHERE NO FURTHER WORK IS ANTICIPATED FOR A PERIOD OF 30 DAYS OR MORE, ALL DISTURBED AREAS MUST BE IMMEDIATELY STABILIZED WITH MULCHING, GRASS PLANTING OR OTHER APPROVED EROSION CONTROL TREATMENT APPLICABLE TO THE TIME OF YEAR IN QUESTION. GRASS SEEDING ALONE WILL BE ACCEPTABLE ONLY DURING THE MONTHS OF APRIL THROUGH SEPTEMBER INCLUSIVE. SEEDING MAY PROCEED, HOWEVER, WHENEVER IT IS IN THE INTEREST OP THE PFR..�AITTFE BUT NA UST BE pl IGME^, QED WITH M II CH!N%' NETTING, OR OTHER TREATMENT APPROVED BY THE CITY OF RENTON, OUTSIDE THE SPECIFIED TIME PERIOD. 8. FOR ALL EROSION/SEDIMENTATION CONTROL PONDS WHERE THE DEAD STORAGE DEPTH EXCEEDS 6 INCHES, A FENCE, A MINIMUM OF 3 FEET HIGH IS REQUIRED, WITH 3:1 SIDE SLOPES. 9. A TEMPORARY GRAVEL CONSTRUCTION ENTRANCE, 24' X 50' X 8" OF 4- TO 6- INCH QUARRY SPALLS SHALL BE LOCATED AT ALL POINTS OF VEHICULAR INGRESS AND EGRESS TO THE CONSTRUCTION SITE. E N T 0 g5�(N wAY SE Ldz w w z Z z PROJECT 405 > Q w Z 0 > d z 13L VD > Q w Q VSTREET ��E NE 127H Z Z o Q Y � Z > �Q 0 w z PROJ LOCATION SKETCH SCALE: = 2400'f SITE NOTES ZONING: CENTER SUBURBAN - MIXED USE CENTER ZONING AGENCY: CITY OF RENTON DEVELOPMENT SERVICES 1055 S. GRADY WAY RENTON, WA. 98055 425-430-7200 SETBACKS: CURRENT SETBACK REQUIREMENTS SUBJECT TO SITE PLAN REVIEW. CURRENT SETBACKS MAY DIFFER FROM THOSE IN EFFECT DURING DESIGN/CONSTRUCTION OF EXISTING IMPROVEMENTS. FLOOD ZONE: THIS SITE APPEARS ON NATIONAL FLOOD INSURANCE RATE MAP, DATED MAY 16, 1995, COMMUNITY PANEL NO. 53033CO668F, AND IS SITUATED IN ZONE "X" AREA DETERMINED TO BE OUTSIDE THE 500 YEAR FLOOD PLAIN. HORIZONTAL DATUM: REFER TO THE CORRECTED PLAT OF RENTON HIGHLANDS NO. 2. VERTICAL DATUM: BASED ON CITY OF RENTON DATUM. CITY BENCHMARK NO.1843 = FOUND 1/8-BRASS PIN IN A 4"x4" CONCRETE POST MONUMENT IN CASE, DOWN 1.1' AT INTERSECTION OF N.E. 12TH ST. AND MONROE AVE. N.E. ELEVATION = 425.15 AREA: SITE AS SHOWN CONTAINS 65,857 SQUARE FEET OR 1.5119 ACRES, MORE OR LESS. TABLE OF CONTENTS C1 COVER SHEET C2 TEMPORARY EROSION & SEDIMENTATION CONTROL PLAN C3 GRADING PLAN C4 STORM DRAINAGE CONTROL PLAN C5 UTILITY PLAN S. H i TC ORq�,yc� SEAL �p seaza �� to n EcisT° \� 1969 S`S" ONAL ��G �,� �qSH I N0Cf EXPIRES 1 /25/03 97084-02 BUSH, ROED & HITCHINGS, INC. CIVIL ENGINEERS &LAND SURVEYORS E 2009 MINOR AVE. EAST (206) 323-4144 BRH SEATTLE, Washington 1-800-935-0508 98102-3513 FAX# (206) 323-7135 E-MAIL: INFO@BRHINC.COM ilCROFILV CHECKED FOR COMPLIANCE TO CITY STANDARDS Date Date Date 8A-Va- 0.3'�'