Loading...
HomeMy WebLinkAbout04D1746GENERAL NOTES (CITY OF AUBURN 1. THIS DEVELOPMENT PROJECT SHALL CONFORM TO THE CITY OF AUBURN'S REQUIREMENTS AND BE IN ACCORDANCE WITH THE APPROVED PLANS. ANY CHANGES FROM THE APPROVED PLAN WILL REQUIRE APPROVAL FROM THE OWNER, ENGINEER AND THE CITY. 2. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE "WASHINGTON STATE DEPARTMENT OF TRANSPORTATION (WSDOT) STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION" (2000/LATEST EDITION), EXCEPT WHERE SUPPLEMENTED OR MODIFIED BY THE CITY'S CONSTRUCTION STANDARDS MANUAL. COPIES OF THE ABOVE DOCUMENTS SHALL BE AVAILABLE AT THE JOB SITE DURING CONSTRUCTION. 3. A PRE -CONSTRUCTION MEETING SHALL BE REQUIRED PRIOR TO THE START OF ALL CONSTRUCTION. CONTACT THE PUBLIC WORKS DEPARTMENT AT 253-931-3010 TO SCHEDULE A MEETING. 4. LOCATIONS SHOWN FOR EXISTING UTILITIES ARE APPROXIMATE. THE CONTRACTOR IS CAUTIONED THAT OVERHEAD UTILITY LINES MAY NOT BE SHOWN ON THE DRAWINGS. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE TRUE ELEVATIONS AND LOCATIONS OF ALL UNDERGROUND UTILITIES AND THE EXTENT OF ANY HAZARD CREATED BY OVERHEAD UTILITY LINES. IDENTIFICATION, LOCATION MARKING AND RESPONSIBILITY FOR, UNDERGROUND FACILITIES OR UTILITIES, IS GOVERNED BY THE PROVISIONS OF CHAPTER 19.122 REVISED CODE OF WASHINGTON (RCW). PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR SHALL CALL ONE -CALL (1-800-424-5555) FOR UTILITY LOCATIONS (WATER, SANITARY SEWER, STORM SEWER, GAS, POWER, TELEPHONE AND TELEVISION). 5. PRIOR TO THE START OF CONSTRUCTION A PROPOSED ROUTE AND SCHEDULE FOR HAULING MATERIAL TO THE SITE SHALL BE SUBMITTED TO THE CITY FOR APPROVAL. IF THE CITY BELIEVES THAT THE PROPOSED HAUL ROUTE WILL ADVERSELY IMPACT THE STREET NETWORK, HAULING MAY BE LIMITED TO APPROPRIATE OFF-PEAK HOURS OR ALTERNATE ROUTES. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PUBLIC SAFETY ON AND AROUND THIS PROJECT. PRIOR TO THE START OF WORK, ALL METHODS AND EQUIPMENT USED FOR TRAFFIC CONTROL AND STREET MAINTENANCE SHALL BE SUBMITTED TO THE CITY FOR APPROVAL. CONTRACTORS AND THEIR SURETY SHALL BE LIABLE FOR INJURIES AND DAMAGES TO PERSONS AND PROPERTY SUFFERED BECAUSE OF CONTRACTORS OPERATIONS OR NEGLIGENCE CONNECTED WITH THEM. 7. ALL CONSTRUCTION SURVEYING FOR EXTENSIONS OF PUBLIC FACILITIES SHALL BE DONE UNDER THE DIRECTION OF A WASHINGTON LICENSED LAND SURVEYOR OR A WASHINGTON LICENSED PROFESSIONAL CIVIL ENGINEER. 8. CERTIFIED DRAWINGS ARE REQUIRED PRIOR TO PROJECT ACCEPTANCE. REFER TO THE CITY'S "RECORD CONSTRUCTION DOCUMENT" HANDOUT. CONSTRUCTION SEQUENCE 1. ESTABLISH CLEARING AND GRADING LIMITS. 2. REMOVE EXISTING BUILDINGS AS NOTED ON THE PLAN. 3. CONSTRUCT TEMPORARY CONSTRUCTION ENTRANCE. 4. CONSTRUCT PERIMETER DITCHES, FILTER FABRIC FENCES, CATCH BASIN PROTECTION, SEDIMENT POND AND OTHER EROSION CONTROL DEVICES AS SHOWN. 5. CONSTRUCT SEDIMENT POND AND GRAVEL OUTLET STRUCTURE. 6. BEGIN SITEWORK CONSTRUCTION. SLOPE GRADED AREA AND ADD ADDITIONAL SWALES AS NECESSARY TO DIRECT ALL SURFACE WATER TO THE SEDIMENT POND. NO UNCONTROLLED SURFACE WATER SHALL BE ALLOWED TO LEAVE THE SITE AT ANY TIME DURING THE GRADING OPERATIONS. 7. ALL EXISTING VEGETATION WITHIN THE LIMITS OF CLEARING AND GRADING SHALL BE REMOVED, EXCEPTED ON NOTED ON SHEET L1.1. 8. COMPLY WITH THE CITY OF AUBURN STANDARD GRADING & EROSION CONTROL NOTES IN THE INSTALLATION AND CONTINUOUS OPERATION AND MAINTENANCE OF THESE FACILITIES. 9. UPON STABILIZATION OF ALL SITE SURFACES, INCLUDING COMPLETION OF SITE PAVING, LANDSCAPE PLANTER MULCHING AND STORM SYSTEM CONSTRUCTION, EROSION CONTROL MEASURES MAY BE REMOVED UPON APPROVAL BY THE CITY INSPECTOR. 1 \ � n I a� I ! J1 n II STORE #07480 �\ 1701 AUBURN WAY SOUTH AUBURN WA I 4: \ [\ \ \ O UNION 76 GOODWILL RITE AID (CI -ZONE) (RO-ZONE) I-- `� �- � 17TH STREET SE Jy-�--- �....<,:, _ (MINOR ARTERIAL) - NE 1/4 OF THE SE 1/4 OF SEC. 19, TWP. 21 N., RGE. 5 E., W.M. V\�� \ JOANN FABRICS \ I GOASANKO I II COWRICK SEAFOOD \Ila," 8 WW/ I CHOCOLATE ART I I RESTAURANT a 0 ! I I ! PROPERTY INFO SITE ADDRESS 1701 AUBURN WAY SOUTH - WALGREEN'S PARCEL NUMBERS 1921059291 - EX. SHELLEY'S SUN TAN 1921059073 - EX. SHOPPING CENTER LEGAL DESCRIPTION THAT PORTION OF THE NORTHEAST 1/4 OF THE SOUTHEAST 1/4 OF SECTION 19, TOWNSHIP 21 NORTH, RANGE 5 EAST W.M., AND OF LOTS 7 AND 8 OF WADKIN'S SECOND ADDITION, AS PER PLAT RECORDED IN VOLUME 70 OF PLATS, PAGE 58, RECORDS OF KING COUNTY, DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHWEST CORNER OF THE NORTHEAST 1/4 OF THE SOUTHEAST 1/4 OF SAID SECTION 19; THENCE IN AN EASTERLY DIRECTION 128 FEET TO THE WEST MARGINAL LINE OF COUNTY ROAD, KNOWN AS ENUMCLAW PAVED HIGHWAY; THENCE IN A SOUTHEASTERLY DIRECTION ALONG THE WEST LINE OF SAID HIGHWAY, A DISTANCE OF 825.60 FEET; THENCE WESTERLY 649.10 FEET TO A POINT 560.30 FEET SOUTH OF NORTHWEST CORNER OF NORTHEAST 1/4 OF THE SOUTHEAST 1/4 OF SAID SEC11ON 19; THENCE NORTH ALONG THE WEST LINE OF SAID NORTHEAST 1/4 OF THE SOUTHEAST 1/4 OF SAID SECTION 19, A DISTANCE OF 560.30 FEET TO THE POINT OF BEGINNING; EXCEPT POR11ON THEREOF LYING WITHIN PRIMARY STATE HIGHWAY NO. 5; AND EXCEPT THE NORTH 30.0 FEET IN WIDTH; AND EXCEPT THAT PORTION THEREOF CONVEYED TO THE CITY OF AUBURN FOR STREET PURPOSES BY DEED RECORDED UNDER KING COUNTY RECORDING NO. 6165640, BEING A RIGHT-OF-WAY 50 FEET WIDE WITH 25 FEET ON EACH SIDE OF THE FOLLOWING DESCRIBED CENTERLINE: BEGINNING AT THE NORTHWEST CORNER OF GOVERNMENT LOT 11; THENCE ALONG THE NORTH SIDE OF SAID GOVERNMENT LOT 11, NORTH 89-38'35" EAST 25 FEET TO THE TRUE POINT OF BEGINNING; THENCE SOUTH PARALLEL TO THE WEST LINE OF SAID GOVERNMENT LOT 11, SOUTH 00' 15'30" WEST 445.0 FEET ; THENCE THROUGH A CURVE TO THE LEFT HAVING A RADIUS OF 100.0 FEET FOR AN ARC LENGTH OF 99.48 FEET, SAID ARC HAVING A CENTRAL ANGLE OF 57'00'00"; THENCE SOUTH 56' 44'30" EAST 23.85 FEET, THENCE THROUGH AN ARC TO THE RIGHT HAVING A RADIUS OF 100 FEET FOR AN ARC LENGTH OF 99.48 FEET, SAID ARC HAVING A CENTRAL ANGLE OF 57'00'00" TO THE TERMINAL POINT OF THIS DESCRIBED CENTERLINE BEING A POINT ON THE CENTERLINE OF THE EXISTING M STREET S.E.; AND EXCEPT PORTION LYING WITHIN LOT 7 OF SAID WADKIN'S SECOND ADDITION; TOGETHER WITH THAT PORTION OF VACATED STREET PURSUANT TO ORDINANCE NO. 2634 OF THE CITY OF AUBURN; SITUATE IN THE CITY OF AUBURN, COUNTY OF KING, STATE OF WASHINGTON. VERTICAL DATUM BENCHMARK: CITY OF AUBURN BM # 10-M. POINT MONUMENT AT THE CENTERLINE OF "M" STREET SE. FIRST MONUMENT SOUTH OF 17TH STREET SE. NAVD 88, ELEV=116.65 FEET NORTH J) 0 40 SCALE 1 inch = 40 ft. VICINITY MAP SCALE: N.T.S. PROJECT TEAM OWNER / DEVELOPER UBURNA-I, LLC 2333 CARILLON POINTE KIRKLAND, WA 98033 CONTACT: DAN TAYLOR PHONE: (425) 827-7499 SITE PLANNER/ CIVIL ENGINEER TERRAFORMA DESIGN GROUP, LLC 5009 36TH AVENUE SW SEATTLE, WA 98126 CONTACT: PEDRO DEGUZMAN, PE PHONE: (206) 923-0590 ARCHITECT MULVANNY G2 ARCHITECTURE 222 SW COLUMBIA #1250 PORTLAND, OR 97201 CONTACT: DAN FOELLER PHONE: (503) 223-8030 LANDSCAPE ARCHITECT TERRAFORMA DESIGN GROUP, LLC 5009 36TH AVENUE SW SEATTLE, WA 98126 CONTACT: AKEMI SAKAIDA, LA PHONE: (206) 923-0590 SURVEYOR TJC SURVEYING 1189 MCKINLEY STREET ENUMCLAW, WA 98022 CONTACT: THOMAS COLLETT], PLS PHONE: (360) 802-0652 GEOTECHNICAL ENGINEER CORNERSTONE GEOTECHNICAL, INC. 17625 130TH AVENUE NE, STE. C-102 WOODINVILLE, WA 98072 CONTACT: DOUG BATH PHONE: (425) 844-1977 SHEETINDEX CIVIL COVER SHEET C1.1 EROSION CONTROL PLAN C1.2 GRADING & DRAINAGE PLAN C1.3 UTILITY PLAN C1.4 ROAD IMPROVEMENT PLAN C2.1 ROAD CHANNELIZATION & LIGHTING PLAN C2.2 CIVIL DETAILS C3.1 CIVIL SECTIONS C3.2 ARCHITECTURAL SITE PLAN A0.1 LANDSCAPE PLANTING PLAN L1.1 LANDSCAPE DETAILS AND NOTES L1.2 IRRIGATION PLAN L2.1 IRRIGATION DETAILS L2.2 * FOR SITE PLAN DETAILS, REFER TO ARCHITECTURAL SHEETS. RECORD DRAWING CERTIFICATION PROJECT REF: FAC03-0028 THESE DRAWINGS CONFORM TO THE THESE PLANS ARE APPROVED FOR CONTRACTOR'S CONSTRUCTION RECORDS. CONFORMANCE WITH THE CITY OF AUBURN'S BY g. DATE (0-$-olf ENGINEERING DIVISION REQUIREMENTS. Ct 14nlo3 TITLE POSITION: 6-44or^►e>rc7Q- APPROVED BY: CONFIRMED BY CITY: DATE DATE APPROVED:/I� /o3If I �7I, 0, STORE #07480 1701 AUBURN WAY SOUTH AUBURN, WA DRAWINGS / SPECIFICATIONS BY: ❑ WALGREENS' ® LANDLORD'S CONSULTANTS ALL CONSTRUCTION WORK, U.N.O., BY: ❑ WALGREENS' CONTRACTOR ® LANDLORD'S CONSULTANTS (TURNKEY) STORE BUILDING ® NEW ® NEW ❑ REMODELING ❑ EXISTING ❑ RELOCATION ❑ NEW SHELL ONLY ❑ OTHERS 4 NICHOLSON DEVELOPMENT PROPERTIES L.L.C. 2333 CARILLON POINT KIRKLAND, WA 98033 TERRAFORMA DESIGN GROUP, LLC CIVIL ENGINEERING & LANDSCAPE ARCHITECTURE 5009 36th Avenue SW Seattle WA 98126 phone 206.923.0590 fax 206.923.3507 email tforma@nwlink.com , EXPIRES O6/11/04 Q DATE DESCRIPTION -- 6.24.03 PERMIT SUBMITTAL 1 8.20.03 REVISED PER CITY COMMENTS 2 §.29.03 REVISED PER CITY COMMENTS 3 10.10.03 CONSTRUCTION SET 5 6 .1. ok guzy-P0AAWyJ66 TDG #02024 PM: P.A.D. DRAWN: C.S.M. JUNE 24, 2003 CIVIL COVER SHEET Ci1.1 OF a to Id oti D 17 4/4 , NE 1 A OF THE SE 1 A OF SEC. 19, TWP. 21 N., RGE. 5 E., W.M. II �\ � 9 \ r 9'4101 E — — — —�--- — . — — — N8 � � 'T LI �-- � 1 7TH STREET SE vwv,, v MINOR ARTERIAL WV . RECORD OC„ ,,, ,,, ,,,,,,,,,,,, „ I �I S I , >. \ GA5 ` - I' \ OHt f N 89°4'1,'01" E I81.23 s -I- �� v SILT FEN PER OH W FENCE \ ;;,, II 1 —10, AUBURN DEL. \ EROSION-02 OHW ' , •.: �A c \ / i I c I TEMP. CHAINUNK '',� ,,°•;:, � \ A / I FENCE AND LIMITS OF I CLEARING FFI CE- ON „ \� FLAG AND PROTET \ EXISTING ELEC. `� THE —Go JUNCTION BOX \ ' \ \ I I I REMOVE ALL EXISTING0 TREES I \ \ A A I I \O \ \ I FLAG AND PROTECT \ / - — — EXISTING SEWER MH FLAG AND PROTECT \ �S \ .... , I X z AND SEWER LINE EXISTING , a iL1 TRANSFORMER rVg - \I\ o a c�� t I / ROCK CHECK DAMP f PER AUBURN DTL. EROSION-05 \\ REMOVE EXISTING \ BUILDINGNNI -� SILT PROTECTION PER �'S �' f" \ \ \ AUBURN DTL GlIOSION-04 (TYP) SS PUMP SLOPE TO TEMP SWALE I I ; STATION \� \\ BURIED + CD I� o TESC POND NTH GRAVEL CONE \ 'r �L OUTLET PER DTL 1/C1.2. PROPOSED BUILDING \ ' BOT. DIM. = 8' x 20' BOT. ELEV. - 114.10 o, I ' „ MAX. W.S. ELEV. = 116.60 '' MAINTAIN EXISTING 2)'' \ ,., _ ENTRY. NOT FOR TOP DIM.= 22' x 34 ! ozEI 2H:1V SIDESLOPES CONSTRUCTION may, S 1 I I TRAr�c... F� '•.� C3.2 II I I SILT FENCE PER �9 ;r I PUBURN DTL4 I € EX COI I II I EROSION - 2 I I REMOVE EXISTING C' ItM 116.11 Iv I " LIGHT _< o, 4 x6' RIPRAP PAD 1 E 114.31 (4S) AT INLETS \ E . 114.11 (8. E,N,N W ; 10 PE REMOVED AFTER PON� F.F.= 120.50 v J I 14 LF B'SD ABANDON ID(., 8' D I " Q ,, w / r SILT FENCE TOP OF POND 48' CMP STANDPIPE MAX STORAGE DEPTH = 2.0 FT. EL 11760 OPEN TOP, CLOSED BOTTOM MAX W.S. AREA = 540 SF ENCASED IN CONCRETE TOP OF POND 117.40 c . 2 117.10 2—YR MAX W.S. V MIN. FREEBOARD r 1 2 EL=116.60 1� 2 WATER TIGHT r SEAL 1.5° WASHED ROCK 1 8° OUTLET PIPE GRAVEL CONE SETTLING ZONE Y O-1ow= 0.22 CF5 INV. ELEV. ' �1 114.60 Q5 SEDIMENT /STORAGE 8'X8'X8' PVC TEE z ' AREA RUBBER GASKET JOINTS BOTTOM EL=114.10 CAP WITH ORIFICE 1° DIA. TYP., 40 MOLTS MN. 0 IT DIA.= 2.39 IN. 0 C PERFORATIONS SHOLL BE LOCATED N, PLANTEjr ASPHALT �0 EPLAC TH ry \ / \ z .° r FDM EXISTING I / SING I REMOVE EX CB AND — I I DRYWELL _ — — _ — — W.... _.. — — — .....Y — _.._ _ — _... _ _ — Icalf`' I TEMP SWALE (TYP) �� c� � z 1C 0 0.5% MIN. Z I- \ / / I N m o 18' MIN DEPTH / I8 N 25' x 50' FENCE ANDLIMITS OF c' CONSTRUCTION CLEARING I ENTRANCE PER AUBURN DEL. EROSION-01 / , (AFTER EXISTING BUILDING REMOVAL) I I N 89'44'20" W 159.75' ins SNE M Mr SIINAIE REFER TO ARCH.PLANS FOR N Ire) RECONSTRUCTION OF \ I I EX. WALL / / SILT PROTECTION AUBURN DTLPER E L M E R C A D 0 L A T I N 0 EROSION-04 (TYP) / s F.F. EL= 121.26f '' <+,- I < I SEEDING: I WV EL 113.1 WITHIN THE LIMITS OF THE GRAVEL CONE B CONC. BASE SLAB ON NO GROUNDWATER COMPACTED GRAVEL BASE DESERVED TO EL= 0 DATE: JUN 02 (BORING B-1) T.E.S.C. POND OVERFLOW STRUCTURE N.T.S. REFER TO CITY OF AUBURN "GENERAL NOTES" AND "CONSTRUCTION SEQUENCE" ON SHT. C1.1 GRADING AND EROSION CONTROL NOTES (CITY OF AUBURN 1. WITHIN THE CITY OF AUBURN, ALL REQUIRED SEDIMENTATION AND EROSION CONTROL FACILITIES INDICATED ON THE PLANS MUST BE CONSTRUCTED AND IN OPERATION, PRIOR TO LAND CLEARING AND/OR OTHER CONSTRUCTION ACTIVITIES. THESE FACILITIES SHALL BE MAINTAINED, AND UPGRADED IF NECESSARY, TO INSURE THAT SEDIMENT -LADEN WATER AND STORM DRAINAGE RUNOFF DOES NOT IMPACT THE ADJACENT PROPERTIES, NATURAL DRAINAGE WAYS, OR THE EXISTING CITY STORM DRAINAGE SYSTEM. 2. THE SOURCES FOR ALL MATERIAL IMPORTED TO THE SITE SHALL BE APPROVED BY THE CITY. 3. THE DETENTION (RETENTION IF INFILTRATION SYSTEM IS USED), SEDIMENTATION AND EROSION CONTROL FACILITIES DEPICTED ON THE APPROVED DRAWINGS ARE INTENDED TO BE MINIMUM REQUIREMENTS TO MEET ANTICIPATED SITE CONDITIONS. ADDITIONAL DRAINAGE AND EROSION CONTROL FACILITIES MAY BE REQUIRED AS SITUATIONS WARRANT DURING CONSTRUCTION. THE IMPLEMENTATION, MAINTENANCE, REPLACEMENT AND ADDITIONS TO THESE CONTROL SYSTEMS SHALL BE THE RESPONSIBILITY OF THE PERMITTEE. 4. THE TEMPORARY EROSION CONTROL FACILITIES, INCLUDING ALL PERIMETER CONTROLS AND THE DETENTION (RETENTION IF INFILTRATION SYSTEM IS USED) CONTROL PONDS, SHALL REMAIN IN PLACE UNTIL FINAL SITE CONSTRUCTION IS COMPLETED. AFTER CITY APPROVAL, THE CONTRACTOR WILL BE RESPONSIBLE FOR REMOVING ALL TEMPORARY FACILITIES. 5. THE CONTRACTOR WILL BE REQUIRED TO WATER THE SITE, AS NECESSARY, TO REDUCE DUST EMISSIONS AS A RESULT OF CONSTRUCTION ACTIVITY. THE CONTRACTOR SHALL ALSO SWEEP ALL AFFECTED PUBLIC ROADS, AS NECESSARY, TO REMOVE MUD DEPOSITED AS A RESULT OF PROJECT CONSTRUCTION ACTIVITY. 6. ALL AREAS OF ACTIVE EARTHWORK WHICH HAVE THE POTENTIAL FOR EROSION AND SEDIMENTATION IMPACTS ON ADJACENT PROPERTIES, NATURAL DRAINAGE WAYS, OR THE EXISTING CITY STORM DRAINAGE SYSTEM MUST BE STABILIZED ACCORDING TO THE FOLLOWING SCHEDULE: �\ C9 FROM APRIL 1 TO SEPTEMBER 30, AREAS AT FINAL GRADE AND THOSE THAT \ -° ARE SCHEDULED TO REMAIN UNWORKED FOR MORE THAN THIRTY DAYS SHALL \ BE STABILIZED WITHIN TEN DAYS. / \ r \ . FROM OCTOBER 1 TO MARCH 31, EARTHWORK ACTIVITIES SHALL BE CONDUCTED IN STAGES IN ORDER TO MINIMIZE SOIL EXPOSURE. EXPOSED SOILS WITH AN AREA GREATER THAN 5,000 SQUARE FEET THAT ARE SCHEDULED TO REMAIN UNWORKED FOR MORE THAN 24 HOURS AND EXPOSED AREAS OF LESS THAN 5,000 SQUARE FEET THAT WILL REMAIN UNWORKED FOR MORE THAN SEVEN DAYS SHALL BE STABILIZED IMMEDIATELY. \ D DRAWING CERTIFICATION PROJECT REF' FAC03-0028 THE FOLLOWING SEED MIXTURE SHALL BE APPLIED AT A RATE OF 120 LBS/ACRE: RECOR PROPORTIONS BY PERCENT PERCENT NORTH THESE DRAWINGS CONFORM TO THE THESE PLANS ARE APPROVED FOR NAME WEIGHT PURITY PURITY CONTRACTOR'S CONSTRUCTION RECORDS. CONFORMANCE WITH THE CITY OF AUBURN'S REDTOP 10% 92 90 BYDj�,=DATE (0-6•0`4 ENGINEERING DIVISION REQUIREMENTS. GP 101,403 ANNUAL RYE 40% 98 90 o zo SCALE TITLE/POSITION: 6 bCw3eEl/L APPROVED BY: Djann=m <�,4u CHEWING FESCUE 40% 97 80 1 inch - 20 ft. CONFIRMED BY CITY: DATE DATE APPROVED: WHITE DUTCH CLOVER 10% 96 90 STORE #07480 1701 AUBURN WAY SOUTH AUBURN, WA DRAWINGS / SPEC IFICATIONS BY: ❑ WALGREENS' ® LANDLORD'S CONSULTANTS ALL CONSTRUCTION WORK, U.N.O., BY: ❑ WALGREENS' CONTRACTOR IM LANDLORD'S CONSULTANTS (TURNKEY) STORE BUILDING ® NEW ® NEW ❑ REMODELING ❑ EXISTING ❑ RELOCATION ❑ NEW SHELL ONLY ❑ OTHERS NICHOLSON DEVELOPMENT PROPERTIES L.L.C. 2333 CARILLON POINT KIRKLAND, WA 98033 TER&4FORAIA DESIGN GROUP, LLC CIVIL ENGINEERING & LANDSCAPE ARCHITECTURE 5009 36th Avenue SW Seattle WA 98126 phone 206.923.0590 fax 206.923.3507 email tformo@nwlink.com 4 a 1 F EXPIRES 06/11/04 Q DATE DESCRIPTION 6.24.03 PERMIT SUBMITTAL 1 8.20.03 REVISED PER CITY COMMENTS 2 9.29.03 REVISED PER CITY COMMIS 3 10.10.03 CONSTRUCTION SET TDG #02024 PM: P.A.Q. DRAWN: C.S.M. JUNE 24, 2003 EROSION CONTROL PLAN C1.2 OF 0y0 17'!6 � iII / Q, II A 11 WV --------���;I " W — —OHt�— II I IT I► � 11 I t 7-F1 CE— ON THE —GO I .. _... ........ ..._ II35LF I I DRAIN PE DTL 4/C3.1CD \\ { o � I CY Z =fit G%MOW I " CB #9 (LO T STRUCTURE) I rNE EVENT I I SYSTEM FAIL I I10 w 1 � � g ,I I� I U_ Q I U) I a J Uj UjUj I vAli , !� I E\V� % o t-I- o I I I I I> I I I � I I 4OLF - TRENCH —� DRAIN PER DTL If 4/C3.1 - I II = II I I I' I I` ZEi 17 II —® 4 \ E M NE 1 4 OF THE SE 1 4 / / OF SEC. 19 TWP. 21 N. R GE 5 E N 89'41 01 - \ STORM STRUCTURE / CLEANOUT SCHFDUI F STREET 17TH \ SE \ \ (MINOR ARTERIAL) ' \ 121.D9t \ .�.. OH W 4J \:. \ / \ / \ 120. \ QD %oil !'►•©Ce \ \ 120� \ \ J \ f �\ 121.20 \\ 120.80� / )1. )n \ FOUNDATION TO BE I RECONSTRUCTED, REFER TO Uj ARCH. & STRUCTURAL PLANS 8 I � I I EL MERCADO LATINO i I F.F. EL= 121.26t ( CUT = 2010 CY (EXPORT) FILL = 985 CY (IMPORT) EARTHWORK QUANTITIES FOR PERMIT USE ONLY. CB/CO TYPE RIM IE lO TY. 2-48", SL f4*W 113.30 (8"W, LOW FLOW) Wf-" 112.00 (24',12') TY. 2-48", SL 117.00 112.65 (B"W, HI -FLOW) 112.00 (24",12") O3 TY. 2-48", SL 119.-M 112.50 (6"W) 17. Y ►• 112.00 (24",12") TY. 2-48", SL 119.78 112.00 (24",12") O5 TY. 2-4W, SL 112.00 (24",12") © TY. 2-48% SL 112.00 (241",14') O TY. 2-48". SL 147r50 113.76 PER DTL. 3/C3.1 111.i5 tt&20 (6"SE) I% i 14"0 (12"S) V 1 i" 112,R) (8"N, LOW FLOW) O DS-140 BY NOS 116.70 114.50 O9 TY. 1, GR f?+!Fw "&S& 10 TY. 1, SL 1/5.94 (4"SW) 119.91 "W, 8" SE) 11 TY. 1, GR 118.70 "e{8 1/4 • o% 12 TY. 1, GR 1 IS • `;L 115.90 (8"N, 8"q 11 13 DS-140 BY NOS 116. 77 14 DS-140 BY NOS 120.20 118.00 15 CLEANOUT 117.70 115.15 16 CLEANOUT 119.55 117.00 17 TY. 1, GR 116.96t 114.12 (8"N,S & 6"E) GR = GRATE, SL = SOLID LID (LOCKING), LIDS FOR TY. 2 MH'S SHALL BE ROUND. STORM CLEANOUTS SHALL BE PER AUBURN DTL. SEWER-03. 1 \ Cl \ 120,20 � -GAS 40 120M (120.3f) 1,5% 1. REFER TO THE "GENERAL NOTES (CITY OF AUBURN)" ON SHEET C1.1 AND THE CURRENT CITY STANDARD DETAILS AND SPECIFICATION FOR STORM CONSTRUCTION. 2. TRENCH DRAINS SHALL BE "DURA-SLOPE" BY NDS (OR APPROVED EQUAL). 0.7% MIN. CHANNEL SLOPE. GRATING SHALL BE CLASS "C" OR BETTER. A, I . TDG #02024 ` n PM: P.A.D. DRAWN: C.S.M. RECORD DRAWING CERTIFICATION PROJECT REF: FAC03-0028 JUNE 24, 2003 NORTH THESE DRAWINGS CONFORM TO THE GRADING AND CON CTOR'S CONSTRUCTION RECORDS. THESE PLANS ARE APPROVED FOR . DRAINAGE PLAN CONFORMANCE WITH THE CITY OF AUBURN S 0 20 BY DATE •9.04 ENGINEERING DIVISION REQUIREMENTS.,, SCALE_ TITLE/POSITION: Ems• 1p4fElZ APPROVED BY: 1 inch = 20 ft. CONFIRMED BY CITY: ICY. DATE DATE APPROVED: / /7 C 1 ■ 3 �.-s OF 8 . i4t I4 r `S. 31 'sf STORM PIPE SCHEDULE PIPE DIA./TYPE LENGTH (FT) SLOPE (FT./FT.) Q 12" PVC, SDR35 12 0.00% BQ 12" PVC, SDR35 20 0.00% © 12" PVC, SDR35 12 0.00% OD 12" PVC, SDR35 20 0.00% �E a" PVC, SDR21 11 1.50% QF 8" PVC, SDR21 2 L6" © a" PVC, SDR21 13 _ �• OH 6" PVC, SDR21 4 QI 12" PVC, SDR21 40 0 8" PVC, SDR21 126 0.70% QK a" PVC, SDR21 83 ------------- 0.70% © a" m SDR21 140 .} e ' 7 6" PVC, SDR21 2 40.41f' "• 8" PVC, SDR21 40 +$ 00 8" PVC, SDR21 46 4.02% © 8" PVC, SDR21 114 1.62% F0 4" PVC, SDR21 32 2.0% ® 6" PVC, SDR21 10 2.0% PVC, SDR 21 SHALL HAVE 18' M1N. COVER. PVC, SDR 35 SHALL HAVE 36" MIN. COVER. PIPE LENGTHS REFLECT CENTER OF STRUCTURE TO CENTER OF STRUCTURE / PIPE END. CONCRETE ROCKERY / CONC. BLOCK WALL -�-��- PROPERTY LINE 100 GRADING CONTOUR 90.00 SPOT ELEVATION w WATER MAIN 8" S - SEWER MAIN 120 D STORM DRAIN FIRE HYDRANT WATER METER GATE VALVE SEWER MANHOLE STORM CB STORM MANHOLE ELECTRICAL LINE T TELEPHONE LINE G GAS LINE 41 ELECTRICAL TRANSFORMER 13 GAS METER -0- U11LITY POLE STREET LIGHT FENCE TREES STORE #07480 1701 AUBURN WAY SOUTH AUBURN, WA DRAWINGS / SPECIFICATIONS BY: 95(❑ WALGREENS' rs ® LANDLORD'S CONSULTANTS ALL CONSTRUCTION WORK, U.N.O., BY: ®WALGREENS' CONTRACTOR LANDLORD'S CONSULTANTS (TURNKEY) p� STORE BUILDING 1D ® NEW ® NEW ❑ REMODELING ❑ EXISTING D ❑ RELOCATION ❑ NEW SHELL ONLY ❑ OTHERS NICHOLSON DEVELOPMENT PROPERTIES L.L.C. 2333 CARILLON POINT KIRKLAND, WA 98033 TEm?AFoRmA DESIGN GROUP, LLC CIVIL ENGINEERING & LANDSCAPE ARCHITECTURE 5009 36th Avenue SW Seattle WA 98126 phone 206.923.0590 fax 206.923.3507 email tforma®nwlink.com EXPIRES 06/11/04 DATE DESCRIPTION -- 6.24.03 PERMIT SUBMITTAL 1 8.20.03 REVISED PER CITY COMMENTS 2 9.29.03 REVISED PER CITY COMMENTS 3 10.10.03 CONSTRUCTION SET .o - It Urcokp A M•sw64_ i , 12•x12• TEE (FL), \ 4 F THE SE 1 4 OF SEC. 19 TWP . 21 N . R G E. 5 E. W.M. / 3 REMOVE EX \ NE 1/ 0 2 II SEA.",a+53.9, 11.0 L 7 ) f GATE VALVE. ,,,,,, ,, / 21T"x8" REDUCER (FLxM NEW 6" ROMAC COUPLING II PLUG (MJ) 1- 12" GATE VALVE'(FLxdJ), REPAIR 1 ,� �\ \ `\ LEGEND I IPAVING CONC. BLKG. tik \ \ \ \ — — — INKIND. N 89 41 01 <p — — — — — \ \ \\ 17TH STREET SE r EXISTING PROPOSED (MINOR ARTERIAL ) LOwv C., HYDRANT ,,\wv .,, — — II,� SLR_ .......... ,. i I' <. '. TO „ \ „ , I I :. O(� I �• = N 8"�F1'01" E I81.23M^ry _ BE OR \ RELL 30 SOUTH \ , BY OWE T �. „.' r \ 1 \ I AG do PROTECT EX. OHW -=,,,, —\. %is U T T. BOX \;,, \ ,.,,.. - \ .. \ �, \ — OHW -- - - — — " c vIc q — I CAP EX. 6A5 DER ES 'Q/ AT 0001'ERTY i I �: I �, � ro I # I I (BY PSE) ( { ' RELOCATE EX. E C. FI CE ON _ I RELOCAI, EX. WATER METERJUNCT. BOX TO P171NTfR`sla TA 2+ 3.5 30.0' L / 1- Ur L TO S -� T H E - G 0 REUSE AS IRRIGATION METER fEMOVE OR NEW 1" BACKFC.QW ASSY. PER RELOCATE EX. AUBURN DTL W -06 TIT, NSFORMER \ \ \ \ ' \ \ I adi _ \ rn " i RELOCATE EX. o I / <. SEWER PUMP � \ STATION ♦ SOUTH ell I_ y \ FOR WATER PROFILE, II ( �` SEE ROAD PLAN SHT. C11 ' " I e ♦ - - - \ I f I w FIRE HYDRANT ASSY. PER \ �` NEW STREET LIGHT AUBURN DTL. WATER-07 -08 % "< ON EX. UnL POLE 16"x6" TAPPING TEE (MJ) SEE SHT. C2.2 x` \ PER CITY STDS. 6 GATE VALVE (MJ) I 20 LF - 6" DIP CONC. BLKG. I � I o? I ' ? 15' ESMT. TO CITY /! `IU G' I \ ' lb \. \. 1I I RELOCATED EX. SEWER PUMP r ,� \ MANHOLE AND RECONNECT TO I I I I I I' EX. 2 F'ORCEMAIN NEW RELOCA D I NEW RIM'EL= 11&0% lls•� BLDG. AREA = 14,560 sf J TRANSFORMER I I 5 SEE SEWERNOTE j3 w (9Y PSE) NEW IE(6"E)r "MIN r tr6w 1"O�i • ll�t.bZ F.F.= 120.50 \ I1a I j, 24# - r PVC a 2.0% W J FIRE HYDRANT ASSY. I I :' PER AUBURN DTL. " E W w ( WATf$-07,-08 I STA,fit 86.6. 23.8' L — ' < 1 fjW TEE (MJxFL) I — CL.200 p� Q SATE VALVE I u I FORCEMAIN g MJ) •. I %�111" " 11 LF, 6 DIP G�aN. TO eyc. 0014 BLKG. v Ip / Ir { NEW 1.5" VATER METER PER I AUBURN DTL. WATER-14 I STA .._3+92,1z..26.0 L __ -- _ . — — -... Y...........-........... — _.._ — -..: €SiIEfT LIGHT I — REUSE EX. METER IF CITY APPRV'D ° NEW 1.5" DCVA INSIDE BLDG. I 1EE SHT. C2.2 I I I 10 LF - 2" SERVICE TO MAIN INTERIOR FIRE DDCVA 111 LF - 1.5" SERVICE TO BLDG. (SEE FIRE SPRINKLER I GA METERS I I RELOCATED GAS METER• NOTES) I F�c ''AS SHOWN � I a � �` (BY PSE) I' I (BY PSE) iTEND GAS N I 1 ' WALL -MOUNT P.I.V. 1fAAIN (BY PSE) rn z } G. I 31LF - DIP (FIRE LINE) I 3_ I I i FIR `SINE TO FIRE DEPT. E w CONN:i I, o IZ CI I WA 68LF DIP FIR LINE)I I� I z 89'44'20" W 159.75' I CIM. TO EX.— ¢ to I 1 45-DEG BEND (MJ) I / I " I CONC. BLKG. t —/ SEWER N E �`_ F�MAIN �i I z------R---- J I FIRE SPRINKLER CONNECTION 00 N RELOCATED STA 4+44.2, 11.0' L LA II GAS METERS 12° TEE (FL) ♦ I (BY PSE) 12' GATE VALVE (FLxMJ) { 45-DEG BEND (MJ) 12' ADAPTOR (FLxMJ) II' I STA 4+68.4, 11.0' L GATE VALVE TO FIRE SPRINKLER CONC. BLKG. (SIZE BY FIRE SYS. ENGR.) CONC. BLKG. La? — Mtn 12" 45-DEG BEND (MJ) STA 4+74.0, 5.3 t L 12"x6" ADAPTOR (FLxMJ) EL MERCADO LATINO i CONC�•BLKG.PTOR (FLxMJ) F.F. EL= 121.26E cn NORTH 0 20 SCALE "W!!� 1 inch = 20 ft. FIRE SPRINKLER NOTES SPRINKLER SYSTEMS SHALL MEET THE FOLLOWING REQUIREMENTS: A. FIRE LINE TO BE SIZED BY FIRE PROTECTION ENGINEER. B. BACKFLOW PROTECTION IS REQUIRED ON FIRE SPRINKLER LINES. C. A SEPARATE DETAILED PLAN OF THE UNDERGROUND FIRE SPRINKLER LINE SHALL BE APPROVED BY THE FIRE MARSHALL AND CONTRACTOR IN ACCORDANCE WITH WAC 212-80-010. A POST INDICATOR VALVE WILL BE INSTALLED ON THE SPRINKLER LINE TO ISOLATE THE SYSTEM FROM THE CITYS WATER SYSTEM WHEN REQUIRED FOR REPAIR. CONCRETE =_ ---___ - _ _== ROCKERY / CONC. BLOCK WALL - - �--•-- PROPERTY LINE 100 GRADING CONTOUR / (90.00) SPOT ELEVATION ---- 8" W ---- Ir W WATER MAIN ---- 8" S ---- tr S SEWER MAIN __- 12_ D ___ 12"--- STORM DRAIN tJ i FIRE HYDRANT ® ■ WATER METER 04 N GATE VALVE 0 • SEWER MANHOLE ❑ M STORM CB STORM MANHOLE - -OHW- - E ELECTRICAL LINE - - - T - - T TELEPHONE LINE - -GAS - - G GAS LINE ® 0 ELECTRICAL TRANSFORMER E2 0 GAS METER a UTILITY POLE S> STREET LIGHT FENCE i > TREES UTILITY NOTES WATER NOTES 1. REFER TO THE "GENERAL NOTES (CITY OF AUBURN)" ON SHEET C1.1 AND THE CURRENT CITY STANDARD DETAILS AND SPECIFICATION FOR WATER CONSTRUCTION. 2. WATER MAINS SHALL BE DUCTILE IRON PIPE, CLASS 52; 42-IN MIN. COVER. WATER SERVICE PIPE SHALL BE COPPER (TY. K) OR POLYETHYLENE (SDR 9); 24-IN MIN. COVER. 3. MINIMUM DISTANCE BETWEEN BETWEEN SEWER/STORM AND WATERLINE IS 10 FEET HORIZONTALLY AND 1 FOOT VERTICALLY. IF LESS THAN MINIMUM, SPECIAL PIPE OR CONCRETE ENCASEMENT MAY BE REQUIRED. 4. ALL BACKFLOW PROTECTION DEVICES WILL REQUIRE A BACKFLOW PLUMBING PERMIT. SANITARY SEWER NOTES 1. REFER TO THE "GENERAL NOTES (CITY OF AUBURN)" ON SHEET C1.1 AND THE CURRENT CITY STANDARD DETAILS AND SPECIFICATION FOR SANITARY SEWER CONSTRUCTION. 2. SIDE SEWER PIPE SHALL BE PVC, SDR 35. 3. CONTRACTOR SHALL FIELD VERIFY THE ABILITY TO RELOCATE AND ADJUST THE PUMP/MANHOLE STRUCTURE AND UTILITY PIPE ELEVATIONS PRIOR TO ANY CONSTRUCTION. 4. CONTRACTOR SHALL FIELD VERIFY THE LOCATION AND ELEVATION OF THE SEWER FORCEMAIN PRIOR TO ANY CONSTRUCTION AND NOTIFY THE ENGINEER OF ANY CONFLICTS. MIN. COVER SHALL BE 24-IN. OTHER UTILITIES 1. COORDINATE WITH PUGET SOUND ENERGY FOR THE CAPPING AND/OR RELOCATION OF POWER AND GAS SERVICES. MW SA,.I X tow•P SrATAa : Ge Zato-93 31AAfLe c, Ike &&030 R F00%P SEMI MITIVIF DJJf tACtrMLF T V154^0LO j AwDsOL-E AL-AAM N4MJ%;,0'Af_TJfZitD dy : E/Oat Satj&tS Ccoaegcr �'4?v�PM�T sac•) RECORD DRAWING CERTIFICATION PROJECT REF: FAC03-0028 THESE DRAWINGS CONFORM TO THE THESE PLANS ARE APPROVED FOR CONTRACTORS CONSTRUCTION RECORDS. CONFORMANCE WITH THE CITY OF AUBURN'S BY9"Qt&r__DATE ENGINEERING DIVISION REQUIREMENTS. Cy TITLE OSITION: A N 61 6411:01115= APPROVED BY: /-�S CONFIRMED BY CITY: ICS, DATE(s.21.gW DATE APPROVED: 3 STORE #07480 1701 AUBURN WAY SOUTH AUBURN, WA DRAWINGS / SPECIFICATIONS BY: ❑ WALGREENS' ® LANDLORD'S CONSULTANTS ALL CONSTRUCTION WORK, U.N.O., BY: ❑ WALGREENS' CONTRACTOR ® LANDLORD'S CONSULTANTS (TURNKEY) STORE BUILDING ® NEW ® NEW ❑ REMODELING ❑ EXISTING ❑ RELOCATION ❑ NEW SHELL ONLY ❑ OTHERS u NICHOLSON DEVELOPMENT PROPERTIES L.L.C. 2333 CARILLON POINT KIRKLAND, WA 98033 TERRAFORMA DESIGN GROUP, LLC CIVIL ENGINEERING & LANDSCAPE ARCHITECTURE 5009 36th Avenue SW Seattle WA 98126 phone 206.923.0590 fax 206.923.3507 i� email tforma@nwlink.com r EXPIRES 06/11/04 Q DATE DESCRIPTION 6.24.03 PERMIT SUBMITTAL 1 8.20.03 REVISED PER CITY COMMENTS 2 9.29.03 REVISED PER CITY COMMENTS 3 10.10.03 CONST'RLJCTION SET f .i.a4 RJ�t�O ��AW�A TDG #02024 PM: P.A.D. DRAWN: C.S.M. JUNE 24, 2003 UTILITY PLAN C1.4 OF 8 OY A 17q6 115 110 REFER TO CITY OF AUBURN "GENERAL NOTES" ON SHT. C1.4 AND "GRADING AND EROSION CONTROL NOTES" ON SHT. C1.2 \ EX. 25.0' R/W I _ CONSTRUCTION NOTES: SAWCUT FULL -DEPTH & SEAL B 8 2" CL. "B" ASPHALT, OVER 4" CL. "E" ASPHALT, OVER 8" GRAVEL BASE (ASSUMES 5000 TRIPS/DAY, CBR=6to10) © CONCRETE CURB & GUTTER PER CITY DTL. TRAFFIC-23, SLOPE GUTTER TOWARDS ROADWAY 8 CONCRETE SIDEWALK PER CITY DTL. TRAFFIC-23 E C-CURB PER WSDOT STD. PLAN F-2a Uj MATCH EX. ROADWAY SLOPE FROM ROAD w K QF CENTERLINE TO SAWCUT LINE M � It EX. 25.0' R/W Uj i 6' R/W DEDIC. 24.3' 6.2' REMOVE EX. 0 5' S/W CURB & S/W 12't LANE 11' LANE 11' LANE 12' LANE 1' EX. 6A 3% f 1.3' ------ I 2% ¢ X 4fA ----------- J x. C EX. ASPHALT ROAD ROAD SECTION (STA 1 +82 to 2+36) ROADWAY NOTES CURB P.C. - STA 1+53.1. 47.7' LT Q HANDICAP RAMP PER AUBURN DTL. TRAFFIC-26 - STA 1+63.9. 27.4' LT 8 CURB P.T. - STA 1+78.1, 24.3' LT 4 CTR. OF 30' DRWY. PER AUBURN DTL. TRAFFIC-09 - STA 2+57.5 Q REMOVE EX. CONC. CURB AND SIDEWALK © CURB BEND - STA 3+18.3, 24.3' LT 07 CURB BEND - STA 3+61.5, 17.2' LT ® SIDEWALK CORNER - STA 3+26.9, 31.0' LT 8 SIDEWALK CORNER - STA 3+77.1, 22.6' LT 10 CTR. OF 47.0' DRWY. PER AUBURN DTL. TRAFFIC-09 - STA 4+38.5 11 END NEW CURB/SIDEWALK - STA 4+70.1. 16.1' LT 12 SAWCUT FULL DEPTH AND SEAL 1 REPLACE EX. TRAFFIC LOOPS TO MATCH NEW LANE ALIGNMENT. CONNECT TO EX. JUNCTION BOX IN WEST SIDEWALK. "AA" CTPPPT IAAPPr)\/P'AAPKIT DI AKI SCALE: 1 " = 20' I'M" STREET IMPROVEMENT PROFILE SCALE: 1" = 20' HORIZ., 1" = 2' VERT. EX. 25.0' R/W I_ CONSTRUCTION NOTES: QA SAWCUT FULL -DEPTH & SEAL © 2" CL. "B" ASPHALT, OVER 4" CL. "E" ASPHALT, OVER 8" GRAVEL BASE (ASSUMES 5000 TRIPS/DAY, CBR=6tc10) Q CONCRETE CURB & GUTTER PER CITY DTL. TRAFFIC-23 Q CONCRETE SIDEWALK PER CITY DTL. TRAFFIC-23 w E C-CURB PER WSDOT STD. PLAN F-2a. LOCATION VARIES, REFER TO CHAN. PLAN. QF SLOPE VARIES, 1-3% " W \ -`� X EX. 25.0' R/W `i Z 6' R/W DEDIC. 24.3' VARIES NOTE: VARIES PER PLAN PER PLAN LANE STRIPING VARIES, REFER TO REMOVE EX. CHAN. PLAN CURB & S/W SLOPE MAX. EX. IS/W 3% t VARIES 0 ` - ; 2% I 3'•� ------L D 11' EX. ASPHALT ROAD ROAD SECTION (STA 2+36 to 3+62) NE 1 /4 OF THE SE 1 /4 OF SEC. 19, TWP. 21, N.) :RGE. 5 E. W.M. 120 ; . LLJ DRIVE ( II � ` STORE #07480 -.- - - - ---- ' 1701 AUBURN WAY SOUTH AUBURN, WA DRAWINGS / SPECIFICATIONS BY: ❑ WALGREENS' ® LANDLORD'S CONSULTANTS +C ALL CONSTRUCTION WORK, U.N.O., BY: ❑ WALGREENS' CONTRACTOR II ® LANDLORD'S CONSULTANTS (TURNKEY) ....-. iii , , � ,,,,, ,, , i iir,,, ,, ri , , ri o, .a , ,..,.. STORE BUILDING ® NEW ® NEW 0 REMODELING 0 EXISTING ❑ RELOCATION ❑ NEW SHELL ONLY M" STREET SE ❑ OTHERS (MINOR ARTERIAL) NORTH 0 20 SCALE 1 inch - 20 ft. CONSTRUCTION NOTES: Q SAWCUT FULL -DEPTH & SEAL © 2" CL. "B" ASPHALT, OVER 4" CL. "E" ASPHALT, OVER 8" GRAVEL BASE 00 (ASSUMES ,© CONCRETE CUURB &I GUTTER ERRCIITY10) DTL. TRAFFIC-23. Uj QD CONCRETE SIDEWALK PER CITY DTL. TRAFFIC-23 v7 � � EX. 25.0' R/W X EX. 25.0' R/W Uj 17.1' REPLACE EX. - 5.5' CURB & 11.4' LANE 11. 0' TWLT 1 11.4' LANE SIDEWALK SLOPE 2% 3.1 MPX. ,3% t VARIES 3% EX. 5 f_IM ---------�l j77 -1 1' DEX. ASPHALT ROAD 3� ROAD SECTION (STA 3+62 to 4+66) LEGEND EXISTING PROPOSED CONCRETE ------------ ROCKERY / CONC. BLOCK WALL PROPERTY LINE GRADING CONTOUR (90.00) SPOT ELEVATION --8. W-- r WATER MAIN __8" S _ - 9 SEWER MAIN 12=° _= 12" D STORM DRAIN 27 Y FIRE HYDRANT 13 ! WATER METER GC GATE VALVE O SEWER MANHOLE 0 STORM CB O SSA MANHOLE OHW- - -- E --- 11101RICAL LINE - T - TELEPHONE LINE GAS - i, GAS LINE 0OMMM #NITSFORMER -0 MRAY POLE 4 T� 9WW LIGHT 3 FENCE ' TREES RECORD DRAWING CERTIFICATION PROJECT REF: FAC03-0028 THESE DRAWINGS CONFORM TO THE THESE PLANS ARE APPROVED FOR CONT TOR'S CONSTRUCTION RECORDS. CONFORMANCE WITH THE CITY OF AUBURN'S BY DATE ENGINEERING DIVISION REQUIREMENTS. cy %ol,-ilo3 TITLE/POSITION: EPt06El2 APPROVED BY: �.1� CONFIRMED BY CITY: DATE DATE APPROVED: 0 NICHOLSON DEVELOPMENT PROPERTIES L.L.C. 2333 CARILLON POINT KIRKLAND, WA 98033 TERRAFORMA DESIGN GROUP, LLC CIVIL ENGINEERING & LANDSCAPE ARCHITECTURE 5009 36th Avenue SW Seattle WA 98126 phone 206.923.0590 fax 206.923.3507 email tforma@nwlink.com F77EXPIRES 06/11/04 Q DATE DESCRIPTION 6.24.03 PERMIT SUBMITTAL 1 8.20.03 REVISED PER CITY COMMENTS 2 9.29.03 REVISED PER CITY COMMENTS 3 10.10.03 CONSTRUCTION SET TDG #02024 PM: P.A.D. DRAWN: C.S.M. JUNE 24, 2003 "M" STREET IMPROVEMENT PLAN C2.1 OF 1 "=10' Ems OY 0 /7y6 NE 1 /4 OF THE SE 1 /4 OF SEC. 19, TWP. 21 N., RGE. 5 E., W.M. 011 1 / / � x r ,;� I NEVSTREET LIGHT MAST —ARM ON EX. WOOD UTILITY POLE. r I C 010. WITH CITY AND PSE. � I /14 % \ rr /I rr / rJ rr I o / \ I , -� EX. ELECTRICAL HANDHOLD CONNECT CONDUIT & ° r WIRING FOR NEW STREET��0 iyho 0 I ICNTC nm "AA" CTRFFT Q►�.,Q� >�;'r ,i� ,, '' € :. J� \ � € .. ,., _ r '•, a'o EX. DSy MHO STA 1+40.7 //R w 1 INTERSECTION AUBURN WAY I c� SOUTH & "M" STREET SEc:n CD z¢ Cr -d or Y Cn Q C) o U p p +UW +�Z 00 Z z C) N w ¢cam z ¢zm Uj En c~nQQ DELINEATION POST NOTES DELINEATOR POSTS SHALL BE SURFACE MOUNT CHANNELIZER POST BY ROAD TECH MFG., INC. OR APPROVED EQUAL. SPECIFICATIONS: 360-DEG. FULL VIEW DIRECTION WHITE BASE WITH ORANGE STRIPES 30-IN. MIN. HEIGHT r, .......... . r �- \ ,C \ i' i► a II: r41M r' aN `�"y J NORTH ROAD CHANNELIZATION & LIGHTING a "/) 30 SCALE 1 inch — 30 ft. RECORD DRAWING CERTIFICATION PROJECT REF: FAC03-0028 THESE DRAWINGS CONFORM TO THE THESE PLANS ARE APPROVED FOR CONTRACTOR'S CONSTRUCTION RECORDS. CONFORMANCE WITH THE CITY OF AUBURN'S BY DATE ,o ENGINEERING DIVISION REQUIREMENTS. L' loll-710) TITLE POSITION: ScNb.,JF_¢1ft- APPROVED BY: CONFIRMED BY CITY: DATE DATE APPROVED: !0 STORE #07480 1701 AUBURN WAY SOUTH AUBURN, WA DRAWINGS / SPECIFICATIONS BY: ❑ WALGREENS' ® LANDLORD'S CONSULTANTS ALL CONSTRUCTION WORK, U.N.O., BY: ❑ WALGREENS' CONTRACTOR ® LANDLORD'S CONSULTANTS (TURNKEY) STORE BUILDING ® NEW ® NEW ❑ REMODELING ❑ EXISTING ❑ RELOCATION ❑ NEW SHELL ONLY ❑ OTHERS NICHOLSON DEVELOPMENT PROPERTIES L.L.C. 2333 CARILLON POINT KIRKLAND, WA 98033 TERRAFORMA DESIGN GROUP, LLC CIVIL ENGINEERING & LANDSCAPE ARCHITECTURE 5009 36th Avenue SW Seattle WA 98126 phone 206.923.0590 fax 206.923.3507 _l email tformo@nwlink.com EXPIRES 06/11/704 Q DATE DESCRIPTION 6.24.03 PERMIT SUBMITTAL 1 8.20.03 REVISED PER CITY COMMENTS 2 9.29.03 REVISED PER CITY COMMENTS 3 10.10.03 CONSTRUCTION SET TDG #02024 PM: P.A.D. DRAWN: C.S.M. JUNE 24, 2003 ROAD CHANNELIZATION AND LIGHTING C2.2 OF1 e d 7 Opt 0 I'r 1/9 EROSION CONTROL NOTE!! CONTRACTOR SHALL TAKE APPROPRIATE MEASURES TO KEEP SEDIMENT FROM ENTERING THE EXISTING AND NEW INFILTRATION SYSTEM. ADDITIONAL EROSION CONTROL MEASURES SHALL BE PROVIDED AS NECESSARY AT NO ADDITIONAL COST TO THE OWNER. THE CONTRACTOR SHALL REPLACE SILT -CONTAMINATED INFILTRATION TRENCHES AT NO ADDITIONAL COST TO THE OWNER. ASPHALT PAVING, GRADE PER PLAN - (EL=117.0 MIN.) TRENCH TOP 0 115.00 FILTER FABRIC AROUND - TOP / SIDES OF TRENCH PIPE INVERT 0 112.00 TRENCH BOTTOM 0 111.00 NO GROUNDWATER '2: OBSERVED TO EL=106.0f �n DATE: JUN 02 (BORING B-1) 0 STRUCTURAL FILL GRAVEL BACKFILL 3/4" - 1 1 /2" WASHED ROCK 24' DIA, PIPE �iii! • • ' Same, • • • • • •.02,02 12' 1 TRENCH EXCAVATION NOTE: GEOTECHNICAL ENGINEER SHALL BE PRESENT DURING EXCAVATION OF TRENCHES TO VERIFY THE SUITABILITY OF THE INFILTRATION BED. A REPORT SHALL BE PROVIDED TO TERRAFORMA CONFIRMING THAT THE EXISTING SOILS AT THE INFILTRATION BED WILL MEET THE ORIGINAL DESIGN PARAMETERS (DESIGN INFILT. RATE = 15 IN/HR). TANK NOTES: 1) 1-IN DIA. HOLES (EA. SIDE) 0 12" O.C., 6-IN UP FROM TANK INVERT 2) GALV. & ASPHALT TRMT. 1 OR BETTER 3) 16-GAGE, HS-20 LOADING INFILTRATION TRENCH SECTION (LOOKING EAST) SCALE: N.T.S. 20' Sealant Extruded Buna N seal Aluminum swirl chamber 1'-10• 1'- 1'-9' 6" Goncrete Typ INLET varies, See notes 8 & 9 OUTLET varies, 14 See note 9 A99 + weir 3'-a• A 1 Ir h PROPOSED OUTLET Sealant Baffle Wall VIA SIDEWALL Flow Control Wall PLAN VIEW B - B 1. Stormwater Treatment System (SWTS) shall have: Peak treatment capacity: 1.6 cfs Sediment storage: 0.75 cu yd DESIGN Q = 1�,60cfs Sediment chamber dia: 3.0' min 2. SWTS shall remove 80% of net annual TSS loading based on a 50 micron size particle Rim elevations to a s9 Res �� Z•Sg match finished grade 7 l D (liners by others = 117,75 Concrete reinforced for HS20-44 loading • '. Weir B r77 Plate WSW �. BUtyl r7 rubber sealon Typ INLET Invert OUTLET Invert Hydro- 1.6�► 3'-0• 3•-,0' rake 6 Typ Trp TIP .. Minimum 6" "po0aop o00p0 cp000p "C{•oC �-"�000p-°"aoQop oppOoo oopQop oppQo "..poop " compacted gravel NOTES' 1. Stormwater Treatment System (SWTS) shall have: Peak treatment capacity. 1.6 cfs Sediment storage: 0.75 cu yd Sediment chamber dia: 3.0' min 2. SWTS shall be contained in one rectangular structure 3. SWTS shall remove 80% of net annual TSS loading based on a 50 micron size particle 4. SWTS shall retain floatables and trapped sediment up to and including peak treatment capacity SECTION A - A 5. SWTS inverts in and out shall be at the same elevation 6. SWTS shall not be compromised by effects of downstream tailwoter 7. SWTS shall have no Internal components that obstruct maintenance access 8. Inlet pipe must be perpendicular to the structure 9. Pipe orientation may vary, see site plan for size and location 10. Purchaser shall not be responsible for assembly of unit 11. Manhole frames and perforated covers supplied with system, not installed 12. Purchaser to prepare excavation and provide crone for off-loading & setting at time of delivery 13. Contact Vortechnics ® (207) 885-9830 for ordering information Vortechnics" STANDARD DETAIL �200Enterprise Drive STORMWATER TREATMENT SYSTEM Scarborough, ME W74 V O RT E C H SO MODEL 1000 U.S. PATENT No. 5,759,415 Tel.: 207-885-9830 Fax: 207-885-9825 VORTECHS TREATMENT VAULT SCALE: N.T.S. uti.IV* 8" 0 (IE OUT= 112.70) (TO STORM TRMT. SYS.) , NOTES: TYPE 2-54" DIA. CB 1. PIPE SIZES &SLOPES, PER PLANS. 2, OUTLET CAPACITY NOT LESS THAN COMBINED INLETS. 24" DI / _ \ �13. 3, METAL PARTS: ACCESS A. CORROSION RESISTANT OR GALVANIZED OR STEPS 8"0 (IE OUT= 44+*) ALLUMINUM TYPE 2. / (HI -FLOW BYPASS) B. IF GALVANIZED STEEL PIPE, HAVE ASPHALT TREATMENT I. J / 4. FRAME & LADDER OR STEPS OFFSET SO: A. CLEANOUT GATE IS VISIBLE FROM TOP. 8. CLIMBDOWN SPACE IS CLEAR OF RISER & CLEANOUT GATE. tt C. FRAME IS CLEAR OF CURB. ."1.7 5. STRUCTURE SHALL BE A TYPE 2 CATCH BASIN 54" 6"0 (IE IN= 113.20) MINIMUM DIAMETER. PLAN VIEW 12"0 (IE IN= 4*-30) FRAME & LADDER OR ROUND SOLID COVER MARKED "DRAIN" WITH STEPS OFFSET, SEE NOTE LOCKING BOLTS 4. FRAME &GRATE RIM= 117.50 `t'�- 3Cj SILTY FINE SAND EL- 112 Ot ELEVATION PER PLANS �_ 1----------- SAND & GR'AA1 o Z ? L EXTEND TRENCH EL- O&W 1004 9 V CAP INLET PIPES: BOTTOM 12" MIN. IE (12"S)= 1f4:-M `tI-44 INTO SAND & PIPE SUPPORT IE (6"SE)= 1+&N (NOT SHOYMN) GRAVEL LAYER -4► tl'j 15 / \ `'-- HI -FLOW BYPASS PIPE .F_ \ IE (8"SE)= 113.70 ll ,�• J OUTLET PIPE PIPE SUPPORT TO TRMT. VAULT iv RESTRICTOR PLATE W/ ORIFICE AS SPECIFIED. DIA.= 7.68 IN. Z 1 Q= 1.60 cfs 1.0' HEAD N rp�• STANDARD GALVANIZED STEEL OR ALUMINUM LADDER/STEPS 0 12" O,C. SECTION VIEW NOTE: SEE PLAN VIEW FOR REFER TO PLAN VIEW FOR ACTUAL ACTUAL LOCAT. HORIZONTAL LOCATION OF COMPONENTS 3 CB #7 - HI -FLOW BYPASS STRUCTURE C3.1 SCALE: N.T.S. TRENCH DRAIN END CAP 6" DIA. OUTLET -/ 6" DIA., 90 DEG, J PVC ELBOW 6" PVC, CONNECT TO CATCH BASIN RIM = GRATE ELEV. R= 1/2" PER PLAN TRENCH OUTLET A.C. PAVING WHERE IE= INVERT ELEV. NOTED ON PLAN PER PLAN (REFER TO ARCH. ROPE SLOPE PLANS FOR DETAILS) 4 y � . 34 ° ASPHALTIC o EXPANSION JOINT i. BACKFILL WITH 6" MIN. TRENCH DRAIN GRANULAR FILL IE SLOPE= 0.6% MIN, TRENCH SECTION COMPACT TO 95% SPECIFICATION SUBGRADE GENERAL CONTRACTOR SHALL SUPPLY AND INSTALL NOS "DURA-SLOPE° COMPACT TO 95% TRENCH DRAIN OR APPROVED EQUAL. USE DS-231 GRATE (HS-20 RATED). INSTALL PER MANUFACTURER'S SPECIFICATIONS AND IN THE LOCATION AND LENGTH SPECIFIED ON THE PLAN. MINIMUM INVERT SLOPE = 0.6X. TRENCH DRAIN SCALE: N.T.S. RECORD DRAWING CERTIFICATION PROJECT REF: FAC03-0028 THESE DRAWINGS CONFORM TO THE THESE PLANS ARE APPROVED FOR CONTaACTOR'S CONSTRUCTION RECORDS. CONFORMANCE WITH THE CITY OF AUBURN'S BY VJILO DATE ENGINEERING DIVISION REQUIREMENTS. Cp loll'11o3 TITLE POSITION: Yr,3(Vtf-*VyL APPROVED BY: CONFIRMED BY CITY: l.. DATE DATE APPROVED: STORE #07480 1701 AUBURN WAY SOUTH AUBURN, WA DRAWINGS / SPECIFICATIONS BY: ❑ WALGREENS' ® LANDLORD'S CONSULTANTS ALL CONSTRUCTION WORK, U.N.O., BY: ❑ WALGREENS' CONTRACTOR ® LANDLORD'S CONSULTANTS (TURNKEY) STORE BUILDING DO NEW ® NEW ❑ REMODELING ❑ EXISTING ❑ RELOCATION ❑ NEW SHELL ONLY ❑ OTHERS r, NICHOLSON DEVELOPMENT PROPERTIES L.L.C. 2333 CARILLON POINT KIRKLAND, WA 98033 TERRAFORMA DESIGN GROUP, LLC CIVIL ENGINEERING & LANDSCAPE ARCHITECTURE 5009 36th Avenue SW Seattle WA 98126 r y phone 206.923.0590 fax 206.923,3507 email tforma@nwlink.com EXPIRES 06/11/a4 Q DATE DESCRIPTION 6.24.03 PERMIT SUBMITTAL 1 8.20.03 REVISED PER CITY COMMENTS 2 9.29.03 REVISED PER CITY COMMENTS 3 10.10.03 CONSTRUCTION SET TDG #02024 PM: P.A.D. DRAWN: C.S.M. JUNE 24, 2003 CIVIL DETAILS C3. 1 OF 125 120 11'5 110 125 120 115 110 1 C3.2 SECTION 1 "=20' HORIZ., 1 H=2' VERT. NE 1 /4 OF THE SE 1 /4 OF SEC. 191 W Z r w .......... ........ W _.... z IJ 3z ``' {................ Li I I EXISTING BUILDING TO I EXISTING BUILDING W cr I I REMOVIED._ —30.0 — I - . . - ...E STING BUILDING ... ......... . . . . .... I......... ... ........... ... ... . - ..... ....... ... L FF_ 121.26t _ FF 121 26t .. W T BE REMOVED PROPOSED BUILDW — -- -----I— — I 120.70t E�gSThG (MADE 120. T { .. .-- ....FF ....... ...... ...... . .— —. .. ....... ... ........ ... ..........� _— . I ........ ..... I I 6" STORM o ...... ...... _ .... PROPOSED GRADE DOM. AND FIRE ...... .. " ...... { .. _ — — ... ... ...... ........ ... I SERVICES WA l ... ............. { ...... ............... .............. ................. 8" STORM ............. ............. ............. ......... ........... I I I 2 C3.2 SECTION 1 "=20' HORIZ., 1 "=2' VERT. 125 120 115 110 TWP. 21 N., RGE. 5 E., W.M. 125 120 115 110 o fo OQALE 1 Inch — 20 ft. RECORD DRAWING CERTIFICATION PROJECT REF: FAC03-0028 THESE DRAWINGS CONFORM TO THE THESE PLANS ARE APPROVED FOR CONTRACTOR'S CONSTRUCTION RECORDS. CONFORMANCE WITH THE CITY OF AUBURN'S BY DATE ENGINEERING DIVISION REQUIREMENTS. u T1TLE/POSITION: *Jf&i&—)VZ1� APPROVED BY: ` CONFIRMED BY CITY: DATE DATE APPROVED: 1 z& 3 STORE #07480 1701 AUBURN WAY SOUTH AUBURN, WA DRAWINGS / SPECIFICATIONS BY: ❑ AL s ® LANDLORD'S CONSULTANTS ALL CONSTRUCTION WORK, U.N.O.. I ❑ WALGREENS' CONTRACTOR ® LANDLORD'S CONSULTANTS KEY) STORE BUILDING M NEW M NEW ❑ REMODELING ❑ EXISTING ❑ RELOCATION ❑ NEW SHELL ONLY ❑ OTHERS NICHOLSON DEVELOPMENT PROPERTIES L.L.C. 2333 CARILLON POINT KIRKLAND, WA 98033 TER]"FORMA DESIGN GROUP, LLC CIVIL ENGINEERMIG do LANDSCAPE ARCHITECTURE 5009 36th Avenue SW Seattle WA 98126 plum 206.923.0590 fox 206.923.3507 ®mat tforma@nwlink.com 41 -F EXNRES aBJ1t/4# Q DATE DESCRIPTION -- 6.24.03 PEPAMT SUBMITTAL 1 8.20.03 REVISED PER CITY 001 2 9.29.03 REVISED PER CITY COMMOM 3 14.10. C0N8TI+MICTiOM sCT S �. It�[iR•0 WLA�t TDG #02024 PM: P.A.D. DRAWN: C.S.M. JUNE 24, 2003 SECTIONS C3.2 OF oya 17 y` I IN f✓ i It I ♦° ♦\ °°ti r♦y a ItIt 3 \° o♦ \♦� \yy It 118.0t 121.tt 42 41 N89°41'01 "E 1.23' ' s N p rye o, (� <♦ y� ` 38 4 A 15' 3L ILDI SETBACK t ° ♦y♦ 4 �° tJ----------------- '^:,fie.°...._.�._,_.,.....�...._..-_..rt:...a.._......_....^_.,.«.....•_....»..^,m�•-•'✓'`'"'�» 17THST. SE ♦a ♦�\ , r{ ___.__ ___ NOR ARTERU4L) ♦ \ `r� EXISTING ♦s°�♦ ¢fir'! �,✓` BARRIER CURB t If 3 S3 I \ �'♦ If ( o f .�,�♦�°� ��♦♦ ♦ Ott � °° *rye '♦y'a Sf �.✓! , ti�♦♦�♦ „gr � ♦ti*1 ♦ ��f xfiAh�v rf Af t+ I eti \� \ `y tea♦ y�` ♦ �q ♦ ♦\ 9I �C3-! N 15 EX. BUILDING TO �� l f s °• `'•� V1 - t! I {{+T I T A0.2 BE REMOVED \©2 ' '•\ r' 4O7,L ,� ♦ ° 12 t 41 I _ � 24EXISTING \ 'i- , , SIDEWALK �iW .." 0 12 AO.2 \ `♦ ,�e 15 t i S 32 10.1' 211 4.0' 25 CxIf I fl 116.0t .:... ! o ( N A0.3 \ y��s v\\✓121.5± u I �i fc3 9.0' t it m t/ v �O •v 3I (LLj TYP ,4► �' V` it 6 rn3 (1 \ ti ,♦� f0 17 , 17 fz TYP it TYP �.p O t It it f� 117.50 6 r 0.2 9 23 23 tl fm ` t 120.00 VAS Lt I 15 23 \ \ }. I 2b.0' I'- A09LE If it in 1 3 t f Ty it I it t :a�; t^; :' 28.0 112.0' TO BU1 DING J. It it FIN. FLOOR +120.50 ,;,,° 17 1 o BUILDING AREA = 14,500 SF Q f 27 rs p �" TYp n ' it ``'ry ' 21 tlr�l-Il f W o t 1 41 Ala f Ala t I20 o t II i w 17 N ! ¢ i tt ( i I 14 AO,2 a Ix t ii I t 1 r EX. BUILDING TO ' { j HI"` BE REMOVED W If © it �►--� :.� 29 t ,, E i4 120.04 PORTION OF EX, AO.2 td �� I E3 � I � � 4 1,F.- � :�`, BUILDING TO BE REMOVED it .. •r is t it 1 12 If It rf34Ha*' •t`� I It ,� rYR its jt T•`e� �.` rid 3 II I .�,t..+„ r.,•.aral;�a. *:;Ay . yr,L.A., ,Fk_. { if p -i. s. �„,.•Y"•t;.?� •'��s •t+:. ���+.� `•w'" -4,s' x3"v!•:.'d ,r.....a�',,ir,,.. ,F. r,; ..•a �'z't;,�e`,, +.. .Sa.w .i^5 "swti R;i., r.t�.i,.n a v yct, as .:'s^:•d.">-..'5::, ,.y', ,wy it � .E). .<.':t.«5«, '`� :,•;y^ �., .c^: :a; fir•` .:': 3 �-- `•G •L:;rt a �?a•• tt I it � • �x I tt I it it # tt i t{ { ti t I 32 I a NO PARKING, FIRE E ti t 3 NEW EXTERIOR WALL { j 1 CONSTRUCTION AT 44 A6.0 EXISTING BUILDING48 3 I Iif 3 I i It lit i 3 i I I I It ifif I ( 3 tl I I I si i l t EXISTING GROCERY EL MERCADO LATINO iff, FIN. FLOOR +121.26 j t t t � I tit i t { € It t If I ai t Iti 3 t SITE PLAN SCALE: 1" = 20'-0" y`. `` 10 \ 1N CONCRETE DAB` \ ACCESSIBLE 1 PEDESTRIAN 22 ROUTE, TYP. zs 23 10 EXISTING LIGHT POLE TO BE REMOVED 33 is l,t)'I 19.0' o Lj 1 24 S E CIVIL f 121,71 �-"`�#ems �...w_......�...,�.�..._w.�._...._....,.m.,_.m.._..a...^_._.�.,_.,._.__ 1 t 1 It E �. XIO •� 1� 1 25 t iy e \\\ NN ♦4 0 13 �* \ °\ °°° Sim a \\ \ \ ° ♦ w 1 �+�5�*a NeW Will, `� a , ♦ '�'., t�, \ l'+\ \�•.� '°dam✓ t N�r,`s"kvt> f Fes= � < :. �; �" w�� x��: ,r �`•a'�z. ti••,,, i ' \ � \1 `+. ♦`a 1' r ♦ R \ 3 `°k• a � ' •,,. o.� �`�'�� .�:�� a., �""eta; �°.�' , r � :, a � ""�',-v->..ti ♦'�„ ':°� >> \ �� �N1_ ✓ xC 13 AO.2 ' ai ` t4'NN 17 TYP tit fiy�\ �'y♦ ¢ d z lit 3 '• `•a-„�, i9 \\ \�``'",, ``•a � { ............... dfh' 1`� �♦° `�ti\ \`�`` �'�� Sri EXISTING \,' . °.♦ � { "ASPHALT PARKING 4� �, `°�♦ �ti °'�� -ZONE) \\\ °°� ♦\ \ t \� `'`y r $ \ `N' SITE PLAN KEYED NOTES PERIMETER OF ALL ASPHALT TO RECEIVE CONCRETE CURB. SEE CIVIL PLANS. V NOT USED NOT USED NOT USED \"l NOT USED 6 CONCRETE DRIVEWAY PER CITY OF AUBURN DETAIL LIMIT OF HEAVY DUTY ASPHALT PAVING. 50'L X 4"W YELLOW PAINT STRIPE (TYPICAL) LANE DIVIDER. LINE OF CANOPY ABOVE. 14 CONCRETE PAVEMENT AT PEDESTRIAN ROUTE. 11 36"H FLEXIBLE DELINEATOR POST, 12 GAS METER WITH BOLLARDS. 13 SHREDDER AND COMPACTOR. SEE DETAILS 2/A0.2, 3/A0.2 14 LINE OF CONCRETE SLAB 15 LIGHT POLE (TYPICAL). SEE SHEET EO.1, QUANTITY AND LOCATION OF LIGHTS DETERMINED BY APPROVED PHOTOMETRICS 16 CONCRETE DRIVE -UP LANE AND CANOPY ABOVE. 17 YELLOW PAINTED DIRECTIONAL MARKING. SEE DETAIL 141A0.2 18 MINIMUM 24" OCTAGONAL REFLECTIVE STEEL STOP SIGN (SET BACK CLEAR OF TRAFFIC). SEE DETAIL 9/A0.2 AT DRIVE-THRU: ALIGN EDGE OF STOP SIGN WITH EDGE OF V-0" CURB AT DRIVE-THRU AND ALSO MOUNT SIGN ON ENCLOSURE GATE, 19 CONCRETE SIDEWALK. SEE DETAIL 18/A0.2 24 EXISTING PAD MOUNTED TRANSFORMER TO BE RELOCATED AND REUSED. CONNECT TO ELECTRIC SERVICE. 21 NEW DOMESTIC WATER METER (REUSE EXISTING METER IF APPROVED BY CITY OF AUBURN). ACCESSIBLE PARKING SIGN. 23 ACCESSIBLE RAMP SEE DETAIL 16/A0.2 24 ASPHALT PAVING. 25 WHITE PAINT STRIPING (TYPICAL). SEE DETAIL 2g ACCESSIBLE PARKING DESIGN TO MEET ALL GOVERNING CODES. QUANTITY AS REQUIRED BY A.D.A.-NO GREATER THAN 2 % SLOPE. SEE DETAIL 12/AO.3 27 SANITARY SEWER CONNECTION. SEE CIVIL UTILITY PLAN. z8 SIGN FOUNDATION, SEE CIVIL 2s FIRE DEPARTMENT CONNECTION (FDC), SEE CIVIL UTILITY PLAN 34 GRADE SPOT ELEVATION 31 READER BOARD PYLON SIGN. CONCRETE BASE FOR SIGN TO BE INSTALLED AS SOON AS POSSIBLE. ORIENT PERPENDICULAR TO MAJOR TRAFFIC STREET. SEE SHEET A5.1. PROVIDE CONCRETE PAVERS AT PYLON SIGN, 32 NEW STREET IMPROVEMENTS, SEE CIVIL PLANS. 33 ALL END ISLANDS TO BE 3'-0" LESS THAN STALL DEPTH. PATH FROM EXIT DOOR. (ADA ACCESSIBLE EXIT ROUTE REQUIRED), SEE STRIPING DETAIL 10/AO.3 35 TELEPHONE ENTRY, CONNECT TO NEAREST TELEPHONE BOX. 36 TOTE AND BALE ENCLOSURE. 37 PIPE BUMPER GUARD, SEE CIVIL 38 RIGHT-OF-WAY DEDICATION TO CITY. SEE BOUNDARY LINE ADJUSTMENT, 39 DOMESTIC WATER AND INTERIOR FIRE SPRINKLER DCVA. SEPARATE PERMIT REQ'D. 40 ELECTRICAL ENTRY, CONNECT TO TRANSFORMER, 41 FIRE HYDRANT 42 EXISTING UTILITY POLE TO REMAIN 43 SAWCUT & SEAL LINE METAL SIGN "NO PARKING - FIRE LANE" AT 50' O.C. 45 NEW PROPERTY LINE. SEE CIVIL 46 EXTERIOR DEMISING WALL TO BE REPAIRED. SEE ARCHITECTURAL SHEET A6.0 & STRUCTURAL SHEETS S3.9 & S3.10 NOTE: - REFER TO CIVIL ENGINEERING DOCUMENTS BY TERRAFORMA DESIGN GROUP, LLC, FOR ADDITIONAL ON -SITE AND OFF -SITE IMPROVEMENTS, DESIGN AND CONSTRUCTION - INCLUDING UTILITIES, GRADING, DRAINAGE, LANDSCAPING AND STREET MODIFICATIONS. LEGEND ° ♦ EXISTING CURB \ NEW CURB } U NEW ASPHALT PAVEMENT ° NEW CONCRETE PAVEMENT AND SIDEWALKS NEW HEAVY DUTY ASPHALT PAVEMENT RECORD DRAWING CERTIFICATION PROJECT REF: THESE DRAWINGS CONFORM TO THE THIS PLAN SHEET REFLECTS THE CITY OF CONTRACTOR'S CONSTRUCTION RECORDS. AUBURN'S MINIMUM LANSCAPING REQUIREMENTS. BY ` DATE ..�-O� (I\toT APP1,tu4b1.'E TITLE/POSITION: APPROVED BY: CONFIRMED BY CITY: DATE DATE APPROVED: STORE #07480 AUBURN WAY & M STREET AUBURN, WA DRAWINGS / SPECIFICATIONS BY: ❑ WALGREENS' IK LANDLORD'S CONSULTANTS ALL CONSTRUCTION WORK, U.N.O„ BY: ❑ WALGREENS'CONTRACTOR X LANDLORD'S CONSULTANTS (TURNKEY) STORE BUILDING M NEW ® NEW ❑ REMODELING ❑ EXISTING ❑ RELOCATION ❑ NEW SHELL ONLY ❑ OTHERS NICHOLSON DEVELOPMENT PROPERTIES L.L.C. 2333 CARILLON POINT KIRKLAND, WA 98033 222 SW COLUMBIA ST. I SUITE 1250 PORTLAND, OR 1 97201 t 503.223,8030 1 If 503.223.8381 MulvannyG2.com BRIAN FLEENER, ARCHITECT spas REG TERED ' R ITECT 8TATEAF WASHINGTOk 0 Muivanny G2 Architecture: 'All rights reserved. No part of this document may Le reproduced in any form or by any means without permission in writing from Mu#nanny G2 Architecture. / DATE DESCRIPTION 6.24.03 PERMIT SUBMITTAL 8.25.03 SITE REVISIONS 9.03.03 COMMENT REVISIONS 9,03.03 BID SET A 10.01.03 ADDENDUM A B 10.15.03 CITY COMMENT REVISIONS �4at�-►sNlas PE'p(w 09W 2 V%0qW5 02-3490 A PM: DAN FOELLER DRAWN: JANUARY 21, 2003 ARCHITECTURAL SITE PLAN AO. 1 090 1>46 i EL MERCADO LATINO F.F. EL= 121.26f r1Z5 IKEETSE (MINOR ARTERIAL) OH W *0- �Pz II \• . itOf 0 zo SCALE "ir� 1 inch = 20 ft. PLANT SCHEDULE SEE SPECIFICATIO NS ON SHEET L1.2 TREES SYMBOL SCIENTIFIC NAME AMELANCHIER GRANDIFLORA COMMON NAME CARPINUS BETULUS COLUMNUS SERVICEBERRY 8a CHAMAECYPARIS OBTUSA GRACILIS COLUMNAR EUROPEAN HORNBEAM PINUS CONTORTA SLENDER HINKOKI CYPRESS SHORE PINE SHRUBS SYMBOL SCIENTIFIC NAME 0 COMMON NAME CALLUNA VULGARIS NANDINA 'GULF STREAM' HEATHER � POTENTILLA FRUTICOSA 'KLONDIKE' GULF STREAM NANDINA O KLONDIKE CINQUIFOIL PRUNUS LAUROCERASUS 'ZABELIANA' Q PINUS MUGO PUMILIO ZABEL LAUREL RHODODENDRON ELIZABETH DWARF MUGO PINE ELIZABETH RHODODENDRON GROUNDCOVERS SYMBOL SCIENTIFIC NAME FRAGARIA CHILOENSIS COMMON NAME BARREN STRAWBERRY LAWN SOD EXISTING LANDSCAPING TO REMAIN _ LANDSCAPE NOTES GENERAL: LANDSCAPE REQUIREMENTS: 1. ALL EXISTING VEGETATION AREAS TO RECEIVE NEW LANDSCAPE SHALL BE CLEARED AND GRUBBED FORM THE SITE — 1300 SF OF INTERNAL PARKING LANDSCAPE REQUIRED PER PRIOR TO COMMENCEMENT OF LANDSCAPE WORK. CODE 18.50.060H. 2. SUBGRADES FOR ALL PLANTING AREAS SHALL BE 6" MINIMUM — 1839 SF PROVIDED OF INTERNAL PARKING LANDSCAPING. BELOW FINISH ELEVATION. ALL PLANTING BEDS TO HAVE POSITIVE DRAINAGE. — 4 EVERGREEN TREES, 12 DECIDUOUS = 75% DECIDUOUS PER 3. ALL PLANTING BEDS TO BE NON —COMPACTED TO A DEPTH OF CODE18.50.040C. 18" PRIOR TO PLANTING. 4. EXISTING CLAY OR SANDY SOILS SHALL BE AUGMENTED WITH ORGANIC SUPPLEMENTS, SOIL ANALYSIS MAY BE REQUIRED. 5. CONTRACTOR SHALL GUARANTEE PLANTS AND GRASS FOR A MINIMUM OF ONE YEAR AFTER APPROVED COMPLETION. LANDSCAPE CODES: NOTIFY6. IMMEDIATELY F ANY ADVERSEE CONDITIONSOR CONFLIICTS WH WHICH DESIGN GROUP MAYAFFECT OHEALTH OF PLANT M ATERIAL. 18.50.040 TYPES OF LANDSCAPING 7. LIDS OF SPRINKLER VALVES, STORM VAULTS, DRAINAGE SYSTEMS, ECT. ARE NOT TO BE COVERED BY A. TYPE 1: SOLID SCREEN B. TYPE 2 SCREEN C. TYPE LAWN OR MULCH —VISUAL UNLESS SPECIFIED.TYPE 3: VISUAL BUFFER 3 LANDSCAPING IS INTENDED TO PROVIDE 8. NO SUBSTITUIT10N WITHOUT WRITTEN APPROVAL OF L.A. & CITY A VISUAL SEPARATION OF USES FROM THE SEETTHE VISUAL SEPARATION OF COMPATIBLE SES.�TYPEAND OF AUBURN PRIOR TO EXECUTION. 3 LANDSCAPING SHALL CONSIST OF EVERGREEN AND DECIDUOUS 9. SEE WRITTEN SPECIFICATIONS FOR ADDITIONAL INFORMATION. TREES, WITH NOT MORE THAN 75% BEING DECIDUOUS, PLANTED THIRTY FEET ON CENTER. IN ADDITION TO THE TREES, PLANTING BEDS: SHRUBS SHALL BE PLANTED AT FOUR FOOT SPACING , IN ALL DIRECTIONS, AND GROUNDCOVER PROVIDED. —TH E (3ep 1. CONTRACTOR TO VERIFY PLANT QUANTITIES. NOTIFY TERRAFORMA DESIGN GROUP IF THERE IS A DISCREPANCY. SECTION 18.50.050 REGULATIONS BY ZONE W H6N SDD LAwO D. C-1 2. ALL PLANT MATERIAL TO BE WELL BRANCHED, HEALTHY rtw i Cw 1• STREET FRONTAGE: FIVE FOOT WIDTH OF TYPE III LANDSCAPING.... FOLIAGE, FREE FROM DISEASE OR PEST, AND HAVE A WELL DEVELOPED ROOT SYSTEM. SECTION 18.50.060 %AU, 3. ALL BEDS TO RECEIVE A MINIMUM OF 6' TOPSOIL IN SHRUB A. APPLICATION 1p•i 1 B. DRIVEWAY AND PEDESTRIAN WALKWAYS: AREAS, AND 12„ MIN. AT TREES. LANDSCAPING IS GENERALLY REQUIRED ALONG ALL STREET 4. FERTILIZE ALL PLANT MATERIAL WITH SLOW RELEASE FERTIZER FRONTAGES WITH THE EXCEPTION OF DRIVEWAYS AND PEDESTRIAN WALKWAYS WITHIN THE PROPERTY. PER MANUFACTURER'S RATES. C. FENCES D. IRRIGATION 5. PLANT MATERIAL PLANTED TO BE AT OR 1" HIGHER THAN CURRENT GROWTH R E. SODDEDN LAWN MAY BES ' ' o- STORE #07480 1701 AUBURN WAY SOUTH AUBURN, WA DRAWINGS / SPECIFICATIONS BY: ❑ WALGREENS' ® LANDLORD'S CONSULTANTS ALL CONSTRUCTION WORK, U.N.O., BY: ❑ WALGREENS' CONTRACTOR ® LANDLORD'S CONSULTANTS (TURNKEY) STORE BUILDING IM NEW IM NEW ❑ REMODELING ❑ EXISTING ❑ RELOCATION ❑ NEW SHELL ONLY ❑ OTHERS D� L_J NICHOLSON DEVELOPMENT PROPERTIES L.L.C. 2333 CARILLON POINT KIRKLAND, WA 98033 TEM?AFORmA DESIGN GROi.IP, LLC CIVIL ENGINEERING &>fANDSCAPE ARCHITECTURE 5009 36th Avenue SW Seattle WA 98126 phone 206.923.0590 fax 206.923.3507 r email tforma@nwlink.com 416 ATE AT FNISH GRADE. SUBSTITUTED FOR THE REQUIRED SHRUBS OR GROUNDCOVER BUT ALL PORTIONS OF THE LAWN MUST BE 6. WATER PLANTS THOROUGHLY DURING PLANTING AND SERVED BY AN AUTOMATIC IRRIGATION SYSTEM. IMMEDIATELY FOLLOWING WATER HE F. MAINTENANCE AVILY Al FIRST , 3 TIMES PER WEEK, AND LESS ONCE ESTABLISHED. G. OUTDOOR STORAGE H. PARKING LOTS 7. ORGANIC MEDIUM MULCH TO BE A MINIMUM OF 2" DEPTH ONCE COMPACTED IN ALL PLANTING BEDS. 1. A PLANTER AREA MUST THE EN STREET FRONTAGES, XCEPTB ANDALONG WAYS,TIRE PROVIDED THAT NO SIGHT OBSCURING PLANTS 8. APPLY PREEMEREGENT TO MULCH IN BED AREAS. IF WEEDS OCCUR IN TREATED AREAS WITHIN 1 WILL BE ALLOWED SIGHTIS EGRE SS FROM A PUBLICANCE STREET. NECESSARY FOR INGRESS AND YEAR, LANDSCAPER SHALL RETURN TO REMOVE WEEDS AT NO COST. 2. ALL LOTS WITH MORE THAN 12 SPACES, A 100 SQUARE FOOT PLANTER AREA APPLY WEED BARRIER FABRIC BELOW MULCH. DO NOT SHALL BE REQUIRED AT THE END OF EACH ROW9. BUT IN NO CASE SHALLRLANBE INSTALL IN AREAS TO RECEIVE GROUNDCOVER, LAWN OR MOREETHAN OF PARKING SPACES BETWEEN REQUIRED PPARKING. AREA. TER EROSION CONTROL. THE LOCATION OF THE PLANTER AREA MAY BE VARIED UPON EVIDENCE SUBMITTED WHICH SHOWS THAT THE INTENT OF THE LANDSCAPING REQUIREMENTS HAVE NOT BEEN GRASS: LESSENED. 3. EACH PLANTER SHALL CONTAIN 1 TREE..., 4. EACH PLANTER AREA SHALL CONTAIN SHRUBS, SPACED 3 1. FOR SOD WATERING FOLLOW MANUF FEET ON CENTER, AND BE A MIN. OF 1 GALLON. ACTURER S INSTRUCTIONS. 2. INSTALL SOD PER MANUFACTURER'S INSTRUCTIONS. 3. 4 " MINIMUM TOPSOIL ROTOITLLED TO DEPTH OF 6" WITH AMMENDMENTS. RAKE AND ROLL. IRRIGATION: I. IRRIGATION TO BE PROVIDED TO MEET LOCAL CODES AND WALGREENS SPECIFICATIONS. SITE CONSTRUCTION: 1. REFER TO CIVIL ENGINEERING DRAWINGS FOR GRADING, DRAINAGE, AND UTILITY DESIGN. 2. EROSION CONTROL SHALL BE PROVIDED DURING CONSTRUCTION PER CIVIL PLANS. 3. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO CALL UTILITY LOCATE. ALL EXISTING AND PROPOSED UTILITIES ARE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY LOCATIONS. RECORD DRAWING CERTIFICATION PROJECT REF: THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS. THIS PLAN SHEET REFLECTS THE CITY OF BY AUBURN'S MINIMUM LANSCAPING REQUIREMENTS. DATE �p TITLE/POSITION: APPROVED BY:1 CONFIRMED BY CITY: DATE_ DATE APPROVED: 10.11.05 STATE OF WASHINGTON REGISTERED LANDSCAPE ARCHITECT (,C(!/!7(6 &" ((RAE AKEMI SAKAIDA CERTIFICATE NO. 794 EXPIRES 06/16/04 DATE DESCRIPTION -- 6.9.03 PERMIT SUBMITTAL 1 9.2.03 REVISED PER CITY COMMENTS 2 9.29.03 REVISED PER CITY COMMENTS 3 10.10.03 CONSTRUCTION SET TDG #02024 PM: A.R.S. DRAWN: A.R.S. June 9, 2003 (LANDSCAPE PLANTING PLAN L1.1 SET TREE STRAIGHT ROOTBALL ON SOLID OR ON COMPACTED I 13ACKFILL PLANTIN6 HOLE 1/2 FULL HITF 501L REMOVED OF DEEM, TAMP 501L Ti 5TA13ILIZE ROOTBALL. HATER THOROU& AWAY 5TRIN6 AND BURLAP. IF IN HIRE REMOVE COMPLETELY. BE GAREFUL NOT DAMAGE ROOTS. BAGKFIH REMAINING HOLE WITH A MIXTURE OF APPROVED TG AND NATIVE SOIL. AMEND BACKFILL At IN LANDSCAPE NOTES. 2-x2- HEMLOGK/FIR STAKES, LOCATED OUTSIDE OF ROOTBALL. FASTEN w/14 6AU6E 6ALV. HIRE AND I/2" NEW VINYL H051N6. STAKE WITH NO EXPOSED HIRE ENDS. NEITHER STAKE OR HIRE MAY TOUGH TREE TRUNK. STAKE HE16HT MUST BE AT LEAST 5' FROM FINISHED GRADE. PLACE 2" OF BARK MULCH IN 5AUGER TO WITHIN 3" OF THE TRUNK. NO PLANTING 3' DIAMETER IN. REMOVE CONTAINER OR PULL BAGK TOP PORTION OF BURLAP FROM ROOTBALL PRIOR TO PLACEMENT IN PLANTING PIT. FORM 5" HT. HATER DAM AROUND TREE WITH 501L TO HOLD WATER. FINISH GRADE. SCARIFY 51DE5 OF PLANTING HOLE. MAKE SURE HOLE HAS 600D DRAINAGE. EXISTIN6 NATIVE 501L OR NEWLY PLACED TOPSOIL. ROOT BALL DIAMETER MULGH ALL PLAN MAUJ I nALL UTAMTLK TREE PLANTING DETAIL SCALE: N.T.S. ROOT BALL DIAMETER FOR PLANTIN6 ON SLOPES, INSTALL PLANT UPRIGHT ON LEVEL 501L TO ASSURE COVER OF ROOTS ON DOWNHILL SIDE OF PLANT. REMOVE POT, SET SHRUB STRAIGHT AND PLACE ROOTBALL ON SOLID GROUND OR ON COMPACTED BACKFILL. BAGKFILL PLANTIN6 HOLE 1/2 FULL HITH NATIVE SOIL, TAMP 501L TO 5TABILIZE ROOTBALL. HATER THOROUGHLY. DO NOT P151-URD ROOTBALL UNLESS ROOTBOUND. BACKFILL REMAINING PLANTING HOLE HITH 1/2 APPROVED TOPSOIL AND NATIVE SOIL. AMEND BAGKFILL AS NOTED IN THE INSTALLATION NOTES. FINISH GRADE. SCARIFY SIDES OF PLANTING HOLE. MAKE SURE HOLE HAS 6000 DRAINAGE. EXISTIN6 NATIVE SOIL. NOTE: FOR PLANTIN6 ON SLOPES, INSTALL PLANT UPRIGHT ON LEVEL SOIL TO ASSURE GOVER OF ROOTS ON DOWNHILL SIDE OF PLANT. CONTAINER SHRUB PLANTING DETAIL SCALE: N.T.S. PLANT SCHEDULE DEG I DUOUS SET TREE STRAIGHT AND PLACE ROOTBALL ON 50LID GROUND OR ON GOMPAGTED BACKFILL. BACKFILL PLANTING HOLE 1/2 FULL WITH NATIVE SOIL REMOVED OF DEBRI. TAMP SOIL TO STABILIZE ROOTBALL. HATER T'HOROU614LY. GUT AHAY STRING AND BURLAP. IF IN HIRE BASKET REMOVE COMPLETELY. BE GAREFUL NOT TO DAMAGE ROOTS. BACKFILL REMAINING PLANTING HOLE HITH A MIXTURE OF APPROVED TOP501L AND NATIVE SOIL. AMEND BAGKFIH AS NOTED IN LANDSCAPE NOTES. `r-- OA BARK MUL0+-- EDGE OF BECK---*-'r•: — � � ter• I X SPAGIN6 GURB OR STRUCTURE NOTE: SPAGIN6 TO BE TRIAN6ULAR PER DISTANCE 5HO1^W ON PLANT SCHEDULE GROUNDCOVER SPACING MULCH 2" DE ALL PLANTING BED A' FINISH GRADE TREES SYMBOL SCIENTIFIC NAME COMMON NAME SIZE (MIN) SPACING (MAX) NOTES QUANTITY AMELANCHIER GRANDIFLORA SERVICEBERRY 1 1 /2" CAL. (MIN.) AS SHOWN SINGLE TRUNK,UNIFORM, MIN. BRANCH HGT. 5' 14 CARPINUS BETULUS COLUMNUS COLUMNAR EUROPEAN HORNBEAM 1 1 /2" CAL. (MIN.) AS SHOWN SINGLE TRUNK,UNIFORM, MIN. BRANCH HGT. 5' 5 NOT TO CONFUSE WITH 'FASTIGIATA' CHAMAECYPARIS OBTUSA GRACILIS SLENDER HINKOKI CYPRESS 5'-6' MIN. HEIGHT AS SHOWN FULL, UNIFORM 4 PINUS CONTORTA SHORE PINE 5'-6' MIN. HEIGHT AS SHOWN FULL, UNIFORM 1 SHRUBS SYMBOL SCIENTIFIC NAME 0 CALLUNA VULGARIS Q NANDINA 'GULF STREAM' Q POTENTILLA FRUTICOSA 'KLONDIKE' O PRUNUS LAUROCERASUS 'ZABELIANA' O PINUS MUGO PUMILIO ® RHODODENDRON ELIZABETH COMMON NAME SIZE (MIN.) SPACING (MAX.) NOTES QUANTITY HEATHER 1 GALLON AS SHOWN FULL, BUSHY, WHITE FLOWERS 73 GULF STREAM NANDINA 2 GALLON AS SHOWN FULL, WELL BRANCHED, MIN. 18"-24" HGT. 9 KLONDIKE CINQUIFOIL 2 GALLON AS SHOWN FULL 39 ZABEL LAUREL 2 GALLON (MIN.) 3' FULL, 18"-24" HEIGHT 138 DWARF MUGO PINE 1 GALLON AS SHOWN FULL 21 ELIZABETH RHODODENDRON 2 GALLON AS SHOWN FULL, WELL BRANCHED 8 GROUNDCOVERS SYMBOL SCIENTIFIC NAME COMMON NAME SIZE (MIN) SPACING (MAX) NOTES FRAGARIA CHILOENSIS BARREN STRAWBERRY 4" (MIN.) 18"TRIANGULAR (MAX.) WELL ROOTED. INSTALL AROUND SHRUBS IN TYPE 3 AREAS. LAWN SOD — — PERENNIAL RYE BLEND NO NET SOD EXISTING LANDSCAPING TO REMAIN NOTE: 1. CONTRACTOR TO VERIFY ALL PLANT QUANTITIES AND SQUARE FOOTAGE. tpKxA 44,N -%1-dv) 2. CODE REQUIRED SUPERCEDES QUANTITY SHOWN. QUANTITY MAY OR MAY NOT BE ACCURATE. +T SCALE: N.T.S. PLANT 6ROUNDGOVER5 I" ABOVE FIN15H GRADE PRIOR TO SPREADING MULCH TOPSOIL: SEE LANDSCAPE NOTES FOR 5PEOFIGATION EXI5TIN6 NATIVE 501L OR NEWLY PLACED TOPSOIL. GROUNDCOVER PLANTING DETAIL SCALE: N.T.S. SCALE: N.T.S. QUANTITY 540 (440 SF+675 SF WITHIN SHRUBS) 2,200 SF 18' X 15' NOS SHAWTOWN OR DEEP ROOT (18- DEPTH) ROOT BARRIER, OR OTHER APPROVED. PLACE DIRECTLY ADJACENT TO HARDSCAPE WHERE SHOWN. MULCH TO COVER TOP EDGE INSTALL PER MFG. INSTRUCTIONS AND SPECIFICATIONS. .STREET GURB AND 6UTTER RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS. BY DATE _ TITLE/POSITION: CONFIRMED BY CITY: DATE PROJECT REF: THIS PLAN SHEET REFLECTS THE CITY OF AUBURN'S MINIMUM LANSCAPING �6,dep REQUIREMENTS. APPROVED BY:�1 DATE APPROVED:10.17.07"� STORE #07480 1701 AUBURN WAY SOUTH AUBURN, WA DRAWINGS / SPECIFICATIONS BY: ❑ WALGREENS' ® LANDLORD'S CONSULTANTS ALL CONSTRUCTION WORK, U.N.O., BY: ❑ WALGREENS' CONTRACTOR ® LANDLORD'S CONSULTANTS (TURNKEY) STORE BUILDING ® NEW ® NEW ❑ REMODELING ❑ EXISTING ❑ RELOCATION ❑ NEW SHELL ONLY ❑ OTHERS D]p NICHOLSON DEVELOPMENT PROPERTIES L.L.C. 2333 CARILLON POINT KIRKLAND, WA 98033 TER&4FORMA DESIGN GROUP, LLC CIVIL ENGINEERING & fANDSCAPE ARCHITECTURE 5009 36th Avenue SW Seattle WA 98126 phone 206.923.0590 fax 206.923.3507 email tforma®nwlink.com 11: WASHINGTON REGISTERED LANDSCAPE ARCHITECT 1A�1t4 AKEMI RAE SAKAIDA CERTIFICATE NO. 794 EXPIRES 06/16 Q DATE DESCRIPTION 6.9.03 PERMIT SUBMITTAL 1 9.2.03 REVISED PER CITY COMMENTS 2 9.29.03 REVISED PER CITY COMMENTS —3110.10.031 CONSTRUCTION SET TDG #02024 PM: A.R.S. DRAWN: A.R.S. JUNE 9, 2003 LANDSCAPE DETAILS & NOTES L1.2 04 D T\ I\ � II I II II —ON i II GO i II I III I III I II I II I II I III I II r II I III I II I II I II I II I II LL III I` I� II II li II I II I II I II I II II II II w li II I II I II II W ¢ II II w II II W Q I II ry < II Z ���„ v I II ! I II II II c G I II II 17TH STREET SE (MINOR ARTERIAL)— Ile \ /4" PO Ole 1101 N \\ \ O \\ 3/4 I \ \ \\ \ \\\ I \\ 1 \ \\ V o = 4.9 22e1 2" \ \ o \ O� �J 6 19.5-IJ\\ \ 3/4• N N \ \ o \ o \ % Q 1 /2' C, , 0, \ EL M ERCADO LATI N 0 F.F. EL= 121.26f NORTH I\"- 0 20 SCALE 1 inch = 20 ft. 0,9 O 0 1�( +��i0 IRRIGATION SCHEDULE PARTS SYMBOL DESCRIPTION ❑_ DEDUCT METER =1 DOUBLE CHECK VALVE O QUICK COUPLER P.O.C. POINT OF CONNECTION 3 MASTER SHUT OFF BALL VALVE © CONTROLLER: RAINBIRD 3 PROGRAM -+- RAIN SENSOR >< REMOTE CONTROL ZONE VALVES: TORO 252 SERIES MAINLINE PIPE: SCHEDULE 40 PVC 2" LATERAL PIPE: SCHEDULE 40, 1 1/2" UNLESS OTHERWISE NOTED SLEEVING: SCHEDULE 40, 2X DIAMETER OF INTERIOR PIPE, UNDER ALL PAVEMENT. INCLUDE A 2" WIRE SLEEVE UNDER ALL PAVEMENT (SEE DETAILS) NOTE: SLEEVES SHOWN ARE RESPRESENTATIVE. ADDITIONAL MAY BE REQUIRED. NOTE: SCHEDULE 40 PVC TO COMPLY WITH ASTM-D 1785 HEADS SYMBOL DESCRIPTION j .6 RAINBIRD 1806-SAM-PRS-10 (.� RAINBIRD 1806-SAM-PRS-8 RAINBIRD 1806-SAM-PRS-5 Jft bL RAINBIRD 1804-SAM-PRS-15 ® Ak h- RAINBIRD 1804-SAM-PRS-8 ® 16DI IL RAINBIRD 1804-SAM-PRS-5 RAINBIRD 1806-SAM-VAN-10 GPM AT 30 PSI 1.58, .79, .39 1.05, .52, .26 .41, .20, .10 3.7, 1.85, .92 1.05, .52, .26 .41, .20, .10 2.6, 2.1, 1.45, .75 mP HUNTER STRIP SERIES: 1.30, .65, .65 INST-06-RCS & LSC 515, INST-06-SS 530 NOTE: ALL HEADS IN SHRUB OR GROUNDCOVER AREA TO BE MINIMUM 6" RISERS OR GREATER. LAWN HEAD 4" MINIMUM DESIGN DATA GENERAL EXISTING PRESSURE: 62 PSI (VERIFY ) DESIGN PRESSURE: 30 PSI O ZONE DATA= ZONE NUMBER GPM IRRIGATION NOTES GENERAL: 1. VERIFY LOCATION OF ALL UNDERGROUND UTILITIES, AND SITE CONDITIONS BEFORE COMMENCEMENT OF WORK. PROTECT ALL NEW AND EXISTING UTILITIES. CALL LOCATION SERVICES. 2. PLAN IS DIAGRAMATIC. ADJUST LINE LOCATIONS AS NECESSARY, COMMON DITCH WHERE POSSIBLE. ALL IRRIGATION EQUIPMENT (VALVES, PIPES, HEADS, ECT.) TO BE PLACED WITHIN PLANTING BEDS, EXCEPT WHERE SLEEVING REQUIRED UNDER PAVEMENT. 3. CONTRACTOR TO CALCULATE QUANTITIES, COORDINATE WORK WITH OTHER TRADES, CONFORM TO ALL LOCAL CODES, AND INSTALL ALL MATERIAL PER MANUFACTURER'S SPECIFICATIONS. 4. REFER TO WRITTEN SPECIFICATIONS FOR ADDITIONAL INFORMATION AND REQUIREMENTS. CONSTRUCTION: 1. COORDINATE ALL ASPECTS OF JOB AS REQUIRED, TO INCLUDE, GRADING, SLEEVING, WATER SOURCE, ELECTRICAL, PERMITS, PLANTING, AND OTHER RELATED FIELDS. 2. CONTRACTOR IS RESPONSIBLE FOR DAMAGE TO PLANT MATERIAL DUE TO IRRIGATION. 3. MAINLINE PIPE TO BE 24" BELOW FINISH GRADE, SLEEVES AND LATERALS TO BE A MINIMUM OF 18" DEPTH. NO ROCKS OR DEBRI TO BE IN BACKFILL. PIPES TO BE NO MORE THAN 24" BELOW FINISH GRADE. ALL PIPES UNDER PAVEMENT OR THROUGH WALLS TO BE SLEEVED. 4. ALL VALVES TO BE PLACED IN 'AMETEK' BOXES WITH SNAP LIDS. TOP OF BOX TO BE FLUSH WITH SOD OR MULCH. PROVIDE EXTRA WIRE. WIRE TO BE 14 GAUGE MINIMUM, DIRECT BURIEL TYPE WITH WATERPROOF WIRE NUTS THROUGHOUT. 5. ALL SPRINKLERS TO BE PLACED 2" FROM ALL CURBS AND SIDEWALKS. MINIMUM 3" FROM ALL STUCTURES. TRIPLE SWING JOINTS TO BE USED. 6. CONNECT CONTROLLER TO ELECTRICAL JUNCTION BOX. LOCATED INSIDE BUILDING WHERE DESIGNATED, WITH LOCKING COVER. USE WIRE SLEEVING TO OUTSIDE. CONTROLLER TO BE 24 HOUR, 7 DAY AND EVEN/ODD INTERVAL WATERING ADJUSTABLE. QUALITY ASSURANCE: 1. PRESSURIZE SYSTEM FOR A MINIMUM OF 2 HOURS. CHECK ALL JOINTS AND CONNECTIONS FOR LEAKS AND REPAIR AS NECESSARY. PROVIDE WRITTEN DOCUMENTATION THAT A PRESSURE TEST HAS BEEN COMPLETED WITH NO MORE THAN 5 PSI LOSS DURING THE TEST DURATION. 2. ENTIRE SYSTEM TO BE RUN THROUGH WITH OWNER OR REPRESENTATIVE. SYSTEM SHOULD BE COMPLETE AND FUNCTIONING PROPERLY. PROVIDE A CLEAR AND REPRODUCIBLE DOCUMENT "AS BUILT" , AND OPERATIONAL MANUALS. INDICATE WINTERIZATION PROCEDURE. 3. MATERIALS AND WORKMANSHIP TO BE GUARANTEED FOR A PERIOD OF ONE YEAR AFTER FINAL ACCEPTANCE. THIS DOES NOT INCLUDE REPAIRING DAMAGE DONE BY OTHERS. STORE #07480 1701 AUBURN WAY SOUTH AUBURN, WA DRAWINGS / SPECIFICATIONS BY: ❑ WALGREENS' IM LANDLORD'S CONSULTANTS ALL CONSTRUCTION WORK, U.N.O., BY: ❑ WALGREENS' CONTRACTOR ® LANDLORD'S CONSULTANTS (TURNKEY) STORE BUILDING ® NEW ® NEW ❑ REMODELING ❑ EXISTING ❑ RELOCATION ❑ NEW SHELL ONLY ❑ OTHERS ND� L_J NICHOLSON DEVELOPMENT PROPERTIES L.L.C. 2333 CARILLON POINT KIRKLAND, WA 98033 TERRAFORMA DESIGN GROUP, LLC CIVIL ENGINEERING & fANDSCAPE ARCHITECTURE 5009 36th Avenue SW Seattle WA 98126 phone 206.923.0590 fax 206.923.3507 +� email tforma®nwlink.com WASHINGTON REGISTERED LANDSCAPE ARCHITECT a` AKEMI RAE SAKAIDA CERTIFICATE NO. 794 EXPIRES 06/16/04 Q DATE DESCRIPTION 9.29.03 PERMIT SUBMITTAL 1 10.10.03 CONSTRUCTION SET TDG #02024 PM: A.R.S. DRAWN: A.R.S. June 9, 2003 LANDSCAPE IRRIGATION PLAN L2.1 CITY APPROVED VAULT W/LID ANGLE VALVE SHUT OFF fSEVICE LINE PIPE FROM POINT DOUBLE CHECK VALVE ASSEMBLE INSTALL PLUGS IN TEST COCKS (TYP.) QUICK COUPLING VALVE MASTER VALVE OF CONNECTION U U 'Er NOTE: INSTALL BACKFLOW PREVENTOR AS REQUIRED BY LOCAL JURISDICIM CODES AND HEALTH DEPARTMENT. VERIFY CODES PRO 70 INSTALLATION. �•••?-:1`•�r' •�..; ��.. v. �K'hid•^*tj'.\h.�j`:s}:•4';y�L..-�i;1r1r' .r�.:s+'. .; '�,�•:O•i-. '•: «� •t.• . ;r.: •r ;wy.•�ii't:••'s • •� •` .v,;.t. ".'\�I� iil.i,^. 4i.'`�LLk{. ';.. •'a �:N\. •a \�h�•�.; ..+�• 't;•:• •t \•. • •.j'a•y M.•YA• • �.�;•;jr ::� .':a:. •.t. K :Y.:• ••t •4 ?.' y,4 J,•� ]• �, t1,\. .A.�ti•i.l .L:•%:i�^�,.•;,�.ft •a 1 -`1« .«:.k:'. :,. �. t.' y•f • 't .l,k .• . �� ry• �i.✓ fit: 'fi.. ::i• '• ,n� •ti: •. �. i. •.•L i.y• � .. fri..w:,tia:•.S.Z• �:'. .a."Ka.N•:'t,r,. Ft"•�t:•� ••t:'�•,. ;w +'�.•. >• •j •r•-r,' ,•.^..• •• ,t'T. VAIN t. i ROCK MIN. 12" DEPTH DRAIN ROCK (IN1. 13' p�p(I►}-� POINT OF CONNECTION SCALE: N.T.S. MnTi II=11=11-11-11-11 COMPACT SUBGRADE PER BACKFILL & TRENCHING SPECIFICATIONS PAVING AS SPECIFIED BACKFLL PVC SHC. 40 SLEEVING MIN. 2X DIA. OF ENCLOSED PIPE 2" PVC SCH. 40 WIRE SLEEVE NOTE: BACKFILL TO BE FREE OF ROCK OR DEBRIS LARGER THAN 1" DIA. ABSOLUTELY NO ROCK OR DEBRIS SHALL BE PLACED DIRECTLY ADJACENT TO ANY PIPE. NOTE: ALL PIPES AND WIRE UNDER PAVING TO BE SLEEVED. SLEEVING DETAIL SCALE: N.T.S. 1/2' IN LAWN AREAS, FLUSH WITH BARK IN BED AREAS PROVIDE 30" LOOP OF EXCESS WIRE 3M DRY SPACE CONNECTORS LOCKING VALVE BOX WITH COVER: SIZE TO FIT PEA GRAVEL MAINLINE REMOTE CONTROL VALVE SCALE: N.T.S. SCH. 40 PVC MAINLINE TEE FINISH GRADE REMOTE CONTROL VALVE PVC SHC. 80 T.O.E. NIPPLE (SIZE FOR VALVE) PVC SCH 40 ELL SCH 80 NIPPLE(2"LENGTH HIDDEN) AND SCH 40 ELL to NON —PRESSURE LATERAL LINE BRICK AT CORNERS (TYPICAL): 1 OF 4, AS NEEDED 4' FINISH GRADE PRESSURE MAINLINE CONTROL WIRES * ALL DIMENSIONS ARE MINIMUM CLEARANCES * NO OTHER TRADES ARE ALLOWED TO USE SAME TRENCH. * BEDDING FOR SLEEVING MATERIAL SHALL BE SAND. INSTALL 4' BELOW AND 6' ABOVE PIPING. * SLEEVING MATERIAL IS REQUIRED UNDER ALL HARDSCAPE FOR MAINLINES, LATERAL LINES AND IRRAGATION WIRING. * NO STACKING (VERTICALLY) OF PIPES IN SAME TRENCH, TRENCHING DETAIL SCALE: N.T.S. FINISH GRADE 1/2" IN LAWN AREAS 2" IN BED AREAS LOCKING VALVE BOX WITH COVER: SIZE TO FIT 12'MIN. HARDSCAPE CLEAR QUICK COUPLING VALVE i-- PEA GRAVEL NOTE: ALL GALV. FITTINGS TO BE PAINTED WITH ROOFING TAR EMUSION QUICK COUPLING VALVE SCALE: N.T.S. SCHEDULE 80 MARLEX ST. ELL PVC MAINLINE PVC FITTING PVC SCH. 41 (OR TEE) NOTE: THIS DETAIL APPLIES ONLY TO POP—UP SPRAY SPRINKLER HEADS. INSTALL ALL STREAM ROTOR SPRINKLER HEADS ON TRIPLE SWING ASSEMBLIES. POP UP HEAD/FUNNY PIPE SCALE: N.T.S. INSTALL POP—UP SPRINKLER HEADS 3" ABOVE GRADE AND ADJUST TO FINISH GRADE. SEE PLAN FOR MODEL AND BRAND. FINISH GRADE (1) MARLEX FITTING SWING PIPE (18' MAX.) PVC LATERAL LINE STORE #07480 1701 AUBURN WAY SOUTH AUBURN, WA DRAWINGS / SPECIFICATIONS BY: ❑ WALGREENS' IM LANDLORD'S CONSULTANTS ALL CONSTRUCTION WORK, U.N.O., BY: ❑ WALGREENS' CONTRACTOR IM LANDLORD'S CONSULTANTS (TURNKEY) STORE BUILDING ® NEW ® NEW ❑ REMODELING ❑ EXISTING ❑ RELOCATION ❑ NEW SHELL ONLY ❑ OTHERS r� u NICHOLSON DEVELOPMENT PROPERTIES L.L.C. 2333 CARILLON POINT KIRKLAND, WA 98033 FORMA DESIGN GROUP, LLC CIVIL ENGINEERING & 6kNDSCAPE ARCHITECTURE 5009 36th Avenue SW Seattle WA 98126 phone 206.923.0590 fax 206.923.3507 _ email tforma®nwlink.com WASHINGTON REGISTERED LANDSCAPE ARCHITECT AKEMI RAE SAKAIDA CERTIFICATE NO. 794 EXPIRES 06/16/04 Q DATE DESCRIPTION 9.29.03 PERMIT SUBMITTAL 1 10.10.03 CONSTRUCTION SET TDG #02024 PM: A.R.S. DRAWN: A.R.S. June 9, 2003 LANDSCAPE IRRIGATION DETAILS L2.2 r7e ovD )7H6