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05D1827
SEC. 6. TWP. 20 N., RGE. 5 E., W.M. GENERAL CONSTRUCT/CAN NOTES (CONTINUED ON SHEET C1.04) 1. THIS DEVELOPMENT PROJECT SHALL CONFORM TO THE CITY OF AUBURNS REOUIREMENTS 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 STA TE DEPARTMENT OF TRANSPORTA 77ON (NSD0T) STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION" (2000/LATEST E0I770N), 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 CONS7RUC770N. 3 A PRE-CONSIRUC77ON MEE77NG SHALL BE REQUIRED PRIOR TO THE START OF ALL CONSTRUCTION. CONTACT THE PUBLIC WV7RKS DEPARTMENT AT 253-931-3010 TO SCHEDULE A MEETING. 4. LOCATONS 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 CONTRACTORS RESPONSIBILITY TO DETERMINE THE TRUE ELEVATIONS AND LOCATIONS OF ALL UNDERGROUND UTILITIES AND THE EXTFNT OF ANY HAZARD CREATED BY OVERHEAD U77LITY LINES. IDENTIFICATION, LOCA77ON MARKING AND RESPONSIBILITY FOR, UNDERGROUND FACIL177ES OR 1/71I77ES, IS GOVERNED BY THE PROVISIONS OF CHAPTER 19.122 REVISED CODE OF WASHINGTON (RCW) PRIOR TO STAR77NG CONSTRUC770N, THE CONTRACTOR SHALL CALL ONE -CALL (1-800-424-5555) FOR U77LITY LOCA77ONS (WATER, SANITARY SEWER, STORM SEWER, GAS, POWER, TELEPHONE AND 7FLE145I0N) 5 PRIOR TO THE START OF CONSTRUC7ON 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 ADVERSEL Y IMPACT THE STREET NETWORK, HAULING MA Y BE LIM17ED TO APPROPRIA TF OFF-PEAK HOURS OR AL 1FRNA 7F ROUTES. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PUBLIC SAFETY ON AND AROUND THIS PROJECT. PRIOR TO THE START OF HVR(ALL METHODS AND EQUIPMENT USED FOR TRAFFIC CONTROL AND STREET MAIN7FNANCE 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 OPERA77ONS OR NEGLIGENCE CONNECTED WITH THEM. 7. ALL CONSTRUCTION SURVEYING FOR EXTENSIONS OF PUBLIC FACIL177ES SHALL BE DONE UNDER THE DIREC77ON OF A WASHINGTON LICENSED LAND SURVEYOR OR A WASHINGTON LICENSED PROFESSIONAL CIVIL ENGINEER. 8. CER77FIED DRAWINGS ARE REQUIRED PRIOR TO PROJECT ACCEPTANCE. REFER TO THE CITY'S "RECORD CONS7RUCTION DOCUMENT" HANDOUT LEGEND EXIST/NG PROPOSED .:.....:... TYPE I CB .. , ., TYPE ll CB :':...:........ -�,,� SANITARY SEVER MH __ 0 FIRE HYDRANT C ]-XE WATER RT77NGS I►IE GATE VALVE K ® WATER METER I AIR RELEASE VALVE F l BLOW -OFF ASSEMBL Y p CONCRETE BLOCKING O CLEANOUT AS NOTED ON PLAN O YARD DRAIN LANDSCAPE DRAIN £XIS77NG CONTOUR --600 PROPOSED CONTOUR • 598.00 PROPOSED SPOT GRADE O PROPOSED ROCKERY > 24" 3.5 PROPOSED ROCKERY HEIGHT coocc X7 LANDSCAPE ROCKERY 6"-24" 29 PROPOSED SLOPE PROPOSED PA VEMENT ® MAILBOX STAND -6-0 STREET LIGHT LAKELAND, AREA 5, DIVE 2B , WASHINGTON SEC.6,,TWP. 20 N., RGE. 5 E., W.M. LEGAL DESCRIPTION At IRS IRN THAT PORTION OF LOT 3 CITY OF AUBURN LOT LINE ADJUSTMENT NO. LLA-03--0006, RECORDED UNDER AUDITORS FILE NO. 200304220611, RECORDS OF PIERCE COUNTY, WASHINGTON DESCRIBED AS FOLLOWS - COMMENCING A T THE SOUTHEAST CORNER OF SAID L OT ,3• SAID CORNER BEING ON THE WEST RIGHT -OF -WA Y MARGIN OF EVERGREEN WA Y SE, THENCE N12 :3552 "W, ALONG SAID WEST MARGIN AND THE EAST LINE OF SAID LOT 3, A DISTANCE OF 19.00 FEET TO THE POINT OF BEGINNING OF THE HEREIN DESCRIBED TRACT, THENCE 57672'00"W 856.51 FEET, THENCE IVJ403'49"E 174.77 FEET TO A POINT OF TANGENCY WITH A 660.00 FOOT RADIUS CURVE TO THE LEFT, THENCE NORTHERLY, ALONG SAID CURVE, THROUGH A CENTRAL ANGLE OF 33:34'18" A DISTANCE OF 386.72 FEET TO A POINT OF TANGENCY; THENCE N0029:31 "E 429.65 FEET TO A POINT OF TANGENCY WITH A 65.00 FOOT RADIUS CURVE TO THE RIGHT,• THENCE NOR THEA5TERL Y, ALONG SAID CURVE, THROUGH A CENTRAL ANGLE OF 365673" A DISTANCE OF 41.90 FEET TO A POINT OF TANGENCY; THENCE N3725'44"E 392.79 FEET TO A POINT OF TANGENCY WITH A 335.00 FOOT RADIUS CURVE TO THE LEFT, THENCE NORTHEASTERLY, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 1423'S2" A DISTANCE OF 84.18 FEET TO A POINT OF TANGENCY; THENCE N230152"E 179.35 FEET TO A POINT OF TANGENCY WITH A 65.00 FOOT RADIUS CURVE TO THE RIGHT; THENCE IVORIHEA57ERL Y, ALONG SAID CURVE, THROUGH A CENTRAL ANGLE OF 2606'19" A DISTANCE OF 29.62,• THENCE N49 08'11 "E 85.26 FEET TO A POINT ON THE NORTHEASTERL Y BOUNDARY OF SAID LOT J SAID POINT BEING ON THE SOUTHNESTFRL Y RIGHT-OF-WAY MARGIN OF PANORAMA DRIVE AND ON THE ARC OF A 454.00 FOOT RADIUS CURVE TO THE LEFT, THE CENTER OF WHICH BEARS N3150'15"E, THENCE THE FOLLOWING SEVEN COURSES AND DISTANCES ALONG THE BOUNDARY OF SAID LOT ,3. THENCE SOUIHEASTFRL Y ALONG SAID CURVE AND MARGIN, THROUGH A CENTRAL ANGLE OF 934'30", A DISTANCE OF 75.87 FEET TO A POINT OF TANGENCY; THENCE 56744'15Z, ALONG SAID MARGIN, 23. 06 FEET TO A POINT OF TANGENCY WITH A 25.00 FOOT RADIUS CURVE TO THE RIGHT; THENCE SOUIHEASTERL Y, ALONG SAID CURIE AND MARGIN, THROUGH A CENTRAL ANGLE OF 865927" A DISTANCE OF 3796 FEET TO A POINT OF REVERSE CURVATURE W9TH A 927.50 FOOT RADIUS CURVE TO THE LEFT AND THE WEST MARGIN OF SAID EVERGREEN WAY SE; THENCE SOUTHERL Y, ALONG SAID CURVE AND MARGIN, THROUGH A CENTRAL ANGLE OF 841'08', A DISTANCE OF 140.60 FEET TO A POINT OF TANGENCY; THENCE S10:34'04"W, ALONG SAID MARGIN, 213.01 FEET TO A POINT OF TANGENCY WITH A 927.50 FOOT RADIUS CURVE TO THE LEFT; THENCE SOUTHERLY, ALONG SAID CURVE AND MARGIN, THROUGH A CENTRAL ANGLE OF 230956� A DISTANCE OF 375.00 FEET TO A POINT OF TANGENCY,• THENCE 512:35 52 "E, AL ONG SAID MARGIN, 625.02 FEET, TO THE POINT OF BEGINNING. CONTAINS 654,103-1 SOUARE FEET (15. 01611 ACRES). CONSTRUON SEQUENCE I. CALL ONE -CALL LOCATE FOR THE LOCA77ON OF EXIS77NG U77LI77ES IN AREAS CRI77CAL TO DESIGN (1-800-424-5555) 2. HOLD PRECONSTRUC77ON CONFERENCE WITH CITY OF AUBURN AND CITY OF BONNEY LAKE W47FR DEPT. 3 INSTALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES AS I9EN77FIED ON SHEET 2 01 AND BY THE GRADING AND EROSION CONTROL CONSTRUC7ON SEQUENCE ON SHEET 2.01. 4. CALL CITY OF AUBURN FOR INSPEC770N. 5. CONTRACTOR AND DEVELOPER WILL BE RESPONSIBLE FOR ADD177ONAL EROSION CONTROL MEASURES AS NECESSARY. 6. GRADE PROJECT TO PLAN GRADES 7. INSTALL SANITARY SEWER SY57FM 8. INSTALL STORM SY57FM. 9. INSTALL WA TER SYSTEM. 10. INSTALL ALL OTHER U77LI77ES. 11. CLEAN CATCH BASINS BY REMOVING SEDIMENT AND DEBRIS. 12. HYDROSEED ALL DA KIGHT SL OPES AND 0771ER AREAS TO REMAIN UNWORKED. 13 PA VE SITE 14. VERIFY S TA 91L IZA 7 ION OF SITE. 15. CALL CITY OF AUBURN FOR SITE INSPEC7701V. SITE DA TA EXISTING ZONING - SITE AREA: NUMBER OF DWELLING UN173:- ACCESS.• MAXIMUM BUILDING HEIGHT BUILDING FOOTPRINT COVERAGE• TOTAL IMPERVIOUS AREA: PARKING STA 77577CS- 5F0-5 654,103 S.F. (15.0 AC.) 118 SINGLE FAMIL Y DETACHED CONDOS 26' , 28; 34' PRIVA7F ACCESS 7RACT5 20' ALLEYS 30' (23' MAX. PROPOSED) 173, 521i S.F. 390, OOOi S.F. SEE SHEET Al OWNER/DEVELOPER LAKELAND LAND DEVEL OPMENT L. L. C. 11624 S.E. 57H ST. SUITE 200 BELLEWE, WASHINGTON 98005 CONTACT RAND Y FORS YTH (425) 586-7700 ENGINEER/SURVEYOR CORE DESIGN INC. 14711 N.E. 297H PLACE, SUITE 101 BELLEVUE, WASHINGTON 98007 CONTACT GARY R. SHARNBROICH, P.E. (425) 885- 7877 GEOTECHNICAL ENGINEER EARTH CONSULTANTS, INC. 1805 136 TH PLACE N.E., SUITE 201 BELLEi/UE, WASHINGTON 98005 CONTACT SCOTT DINKELMAN, RPG (425) 64J-J780 ARCHITECT MILBRAND T ARCHITECTS 77715 S.E. 5TH ST, SUITE 100 BELLEV/UE, WASHINGTON 98005 CONTACT BOB WEIBLE (425) 454-7130 LANDSCAPEARCHITECT WEISMAN DESIGN GROUP 2329 EAST MADISON ST. SEA TTLE, WASHINGTON 98112-5416 CONTACT • NICK HAGAN (206) 322-1732 UTILITYPROVIDERS WA TER CITY OF BONNEY LAKE SEWER CITY OF AUBURN POWER PUGET SOUND ENERGY TELEPHONE OWEST BASIS OF BEARINGS N0143'16 "E FOR THE EAST LINE OF THE - SOUTHEAST QUARTER OF SECON 6, TOWNSHIP 20 NORTH, RANGE 5 EAST, W.M., PER RECORD OF SUREEY RECORDED UNDER A.F.N. 200102265002. DA TUM NA VD 88 BENCHMARKS 1. BRASS SURFACE MON. 0 INTERSEC77ON LAKELAND HILLS WAY & EVERGREEN WAYSE ELEVA 77ON 564.51 2. BRASS SURFACE MON. ® INTFRSEC77ON LAKELAND HILLS WAY & ✓AMES AVE S.E. ELEVA 77ON 498. 32 SHEET INDEX 1 C1.01 771ZE SHEET 2 C1.02 OVERALL PLAN 3 C1.03 SURVEY CONTROL PLAN 4 C1.04 GENERAL NOTES AND DETAILS 5 C2.01 EROSION CONTROL PLAN 6 C2.02 EROSION CONTROL PLAN 7 0. 01 GRADING PLAN 8 C3.02 GRADING PLAN 9 C3.21 SITE SECTIONS 10 C3.31 INTERSECTION PLAN 11 CA 01 ROAD AND STORM DRAINAGE PLAN/PROF/LE 12 C4.02 ROAD AND STORM DRAINAGE PLAN/PROFILE 13 CA OJ ROAD AND STORM DRAINAGE PLAN/PROFILE 14 C4.04 ROAD AND STORM DRAINAGE PLAN/PROFILE 15 C4.05 ROAD AND STORM DRAINAGE PLAN/PROFILE 16 C4.06 ROAD AND STORM DRAINAGE PLAN/PROF/LE 17 C4.07 ROAD AND STORM DRAINAGE PLAN/POF/LE 18 C4.08 ROAD AND STORM DRAINAGE PLAN/PROFILE 19 C4.09 ROAD AND STORM DRAINAGE PLAN/PROFILE 20 CA 10 ROAD AND STORM DRAINAGE PLAN/PROF/LE 21 0 01 WA TER AND SANITARY SEWER PLAN/PROFILE 22 C5.02 WATER AND SANITARY SEWER PLAN/PROFILE 23 C5.03 WA TER AND SANITARY SEWER PLAN/PROFILE 24 C5.04 WA TER AND SANITARY SEWER PLAN/PROFILE 25 C5.05 WATER AND SANITARY SEWER PLAN/PROFILE 26 C5.06 WA TER AND SANITARY SEWER PLAN/PROFILE 27 C5.07 WA TER AND SANITARY SEWER PLAN/PROFILE 28 C5.08 WA TER AND SANITARY SEWER PLAN/PROFILE 29 C5.09 WA TER AND SANITARY SEWER PLAN/PROF/LE 30 C7.01 COMPOST TE UTILI TY PLAN jl C7.02 COMPOSITE UTILITY PLAN j2 C7.03 HORIZONTAL CONTROL PLAN 33 C7.04 HORIZONTAL CONTROL PLAN 34 C7.05 MAILBOX PLAN 35 C7.06 MAILBOX PLAN AL GONA PACIRC = Q ELLINGSON RD J CR i AUBURN 6�- KIN0 001INTY 9 3RD A IE SE o � LA � Q o n � hicy7 m y� EVERGREEN SE KING COUTY _W_AY L4 PIERCE COUNTY W � 3 SITE n a p S N 62ND ? ST SE N a sr E •z n i SUMNER TA PPS HWY. E. PIERCE COUNTY `q�F P ARKWAY NOT: CONTRACTOR lS REQUIRED TO HA VE THE CITY OF AUBURN STANDARD N07ES AND STANDARD DETAILS AND SPECIFICA7ONS AVAILABLE ON JOB SITE WHENEVER CONSTRUC7701V lS 11V PROGRESS. "- UNDERGROUND LOCATOR SERVICE CALL BEFORE YOU DIG! 1-800-424-5555 TYMAP 1 `-1/4 MILEf KEYMAP 1 `- 200' RECORD DRAWING CER17FICATTON AW7 TO THE RECORDS BY DA TE• b - Z _ TITLE/POSI170N.• ?w , s; J 64, CONFIRMED B Y Cl TY DA TE.- PROJECT REF FAC 04-M5 / THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURNS ENGINEERING DIVISION REQUIREMENTS: APPROVED BY.- DA 7F APPRO VED: I W s 0 0 N I N Lli Z W 04 N zCL z Q z Q W � Z oc Lu W _z C� z W W U� O� �Z Q p t� Q �- N w Z C) J L O �C Ld w > CD 3 Qz V) Q Q w 0 C) C) C) Q SHEET NUMBER C1" 01 SHEET OF 1 35 PROJECT NUMBER 03102 Cl)/8,2? X ... . . . ..... F '�j ............. ........ ....... d ............. .. .......... .......... ............. ... ....... . ...... . Flo., . . . . .......... . . J bo............ J WEDGEWOOD, PHASE JP: xb' PROJECT- coTA� ..... . .... .... ...... .......... Cl"AL E.- 1 80 %.Of 0 40' 80' 160' RECORD DRAWING Cf-R 17flCA LION BY. DA TE-.- 6- Y7-&�—w TITLEI-po'51TION: ?'jW. &a. CONFIRMED 8 Y CITY DA TE- ........... ZZ; -E-VERGREEN WA Y S. , E ... ...... . .. . ... . ....... u; 4�0- llpl,ofl 7 PROJECT REF- MC 04-005' - THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURVS ENGINEERING DIW5101V ROUIREMENTS APPROVED BY. + S - DA 7F A PPROVED.-- LLip0 mm Lo 0 C) W 00 04 N LY cn 10 Lu co ol Lo x 0- a u- 04 LLJ co Lo co efl kn C'4 -'T CL 0 ui z CK LQ LLJ z 0Lu z ct IZ) u D 0� 0 p� Ld > 0- z z 0 cn < 0- < w of 0- C) ol C) I < I SHEET NUMBER Cl. 02 SHEET OF 2 35 PROJECT NUMBER OSD 1920; SEC.6. TWP, 20 N., RGE. 5 E., W.M. m GENERAL CONSMUCTION NOTES (CONTINUED FROM TITLE SHEET C1. 01) 9. EXISTING PAVEMENT SURFACES SHALL BE SAW CUT FULL DEPTH WITH STRAIGHT, UNIFORM EDGES 12 INCHES (12� OUT FROM THE EDGE OF EXCA VA 77ON. ALL JOINTS BETWEEN THE NEW AND ORIGINAL PA VEMENT SHALL BE PAINTED WITH ASPHAL T EMULSION (CSS-1). 10. 77ME LIMIT RESTRIC77ONS WT'THIN EXIS77NG RIGHTS=OF-WAY WILL BE APPLICABLE AND DETERMINED AT THE PRE-CONSTRUC77ON MEETING. 11. THE CONTRACTOR WILL BE REQUIRED TO WATER THE SITE, AS NECESSARY, TO REDUCE EMISSIONS AS A RESULT OF CONSTRUCTION AC7714TY. THE CONTRACTOR SHALL ALSO SHEEP ALL AFFECTED PUBLIC ROADS, AS NECESSARY; TO REMOVE MUD DEPOSITED AS A RESUL T OF PROJECT CONS 7RUC77ON AC77WTY 12. ALL MANHOLES, CATCH BASINS, AND VALVES IN PUBLIC RIGHTS -OF -WAY OR EASEMENTS SHALL BE AD✓U57ED AFTER ASPHALT PAWNG, AND CONFORM TO THE CITYS STANDARD ADJUSTMENT DETAIL NO. TRAFFIC-12. ALL UTILITY CAS77NGS OUTSIDE OF PAVED AREAS SHALL BE INSTALLED WTTN A CONCRETE COLLAR AROUND THEM. 13 PVC MANHOLE ADAPTERS OR APPROVED EQUAL SHALL BE USED TO MAKE ALL CONNECTIONS OF SDR 21 OR 35 PVC PIPE TO MANHOLES OR CATCH BASINS. 14. BEDDING FOR PVC, CONCRE7F AND DUC77LE IRON PIPE SHALL BE 5/8 INCH MINUS CRUSHED ROCK, SIX INCHES (6 MINIMUM UNDER, TO SIX INCHES (6� MINIMUM OVER THE PIPE, AS PER THE CITY OF AUBURN STANDARD DETAIL NO TRAFFIC-03 15. REFER TO AUBURN STANDARD TRENCH EXCA VA 170N AND BACKFILL DETAIL NOS. TRAFFIC-02 AND TRAFFIC-03 FOR CONSTRUCTION PROCEDURES. 16. CON57PUC77ON OF PROPOSED IMPROVEMENTS SHALL BE IN ACCORDANCE AFTH APPROVED PLANS. ANY CHANGES FROM THE APPROVED PLAN WLL REQUIRE APPROVAL FROM THE OWNER, ENGINEER AND THE CITY OF AUBURN. 17. FOR CROSSINGS WT'TH LESS THAN 1' (1.5' FOR SEWER AND W47FR CROSSINGS) OF VER77CAL SEPARATION A 3OX48NX108N SHEET OF EATHAFOAM 220 WILL BE PLACED BE7IEEN THE PIPES AF H SAND PLACED AROUND THE CROSSING PIPES AND THE ETHAFOAM SHEET. CITY OFAUBURN GRADING AND EROSION CONTROL NOTES 1. WITHIN THE CITY OF AUBURN, ALL REQUIRED RE7EN77ON OR DETEN770N, SEDIMENTA77ON AND EROSION CONTROL FACIL177ES MUST BE CONSTRUCTED AND IN OPERA770N, PRIOR TO LAND CLEARING AND/OR OTHER CONSTRUC77ON ACTIVITIES, TO INSURE THAT SEDIMENT -LADEN WATER AND STORM DRAINAGE RUNOFF DOES NOT IMPACT THE ADJACENT PROPERTIES OR THE NA7URAL DRAINAGE WAYS: 2 77E DETEN770N, SEDIMENTA77ON (RETEN77ON IF INFIL7RA77ON SYSTEM lS USED) AND EROSION CONTROL FACIL177ES DEPICTED ON THE APPROVED DRAWINGS ARE IN7FNDED TO BE MINIMUM REQUIREMENTS TO MEET AN77CIPA IED SITE CONDITIONS. ADD177ONAL DRAINAGE AND EROSION CONTROL FACIL177ES MAY BE REQUIRED AS 517ZIA77ON5 WARRANT DURING CONSTRUC77ON. THE IMPLEMENTA770N, MAINTENANCE, REPLACEMENT AND ADD177ONS TO THESE CONTROL SYSTEMS SHALL BE THE RESPONSIBILITY OF THE PERMIT1EE. 3. 77 E DETENION (RETEN770N IF INFIL TRA77ON SYSTEM lS USED) CONTROL POND SHALL REMAIN IN PLACE UNTIL THE PERMANENT STORM SYSTEM lS IN PLACE AND OPERA 77ONAL. 4. THE TEMPORARY EROSION CONTROL FACILITIES, INCLUDING ALL PERIMETER CONTROLS, SHALL REMAIN IN PLACE UN7L FINAL SITE CON57RUC7701V IS COMPLE70 AND APPROVAL HAS BEEN RECEIVED FROM THE CITY. 5. ALL AREAS OF AC77VE EARTHWORK WHICH HA VE THE P07FN77AL FOR EROSION AND SEDIMENTA 110N IMPACTS ON ADJACENT PROPERTY AND DRAINAGE WA YS MUST BE STABILIZED ACCORDING TO THE FOLL OWING SCHEDULE.• FROM APRIL 1 TO SEPTEMBER 30, AREAS AT FINAL GRADE AND THOSE WHICH ARE SCHEDULED TO REMAIN UNWORKED FOR MORE THAN 30 DAYS, SHALL BE STABILIZED WITHIN 10 DAYS: FROM OCTOBER TO MARCH 31, EARTHWORK ACT7Vl17ES SHALL BE CONDUCTED IN STAGES IN ORDER TO MINIMIZE SOIL EXPOSURE. EXPOSED SOILS tMTH AN AREA GREATER THAN 5,000 SQUARE FEET THAT ARE SCHEDULED TO REMAIN UNWVRKED FOR MORE THAN 24 HOURS AND EXPOSED AREAS OF LESS 7HAN 5,00 FEET THAT WILL REMAIN UNWORKED FOR MORE THAN 7 DAYS SHALL BE STABILIZED IMMEDIA TEL Y. CITY OFAUBURN STORM SEWER CONSTRUCTION NOTES 1. THE CONTRACTOR SHALL OBTAIN ANY NECESSARY STORM LINE CONNEC77ON PERMITS FROM THE CITY OF AUBURN, PR/OR TO C0N57RUC7I0N. 2. ALL STORM DRAINS WITHIN 77E DEVELOPMENT SHALL HAVE STENCILED "DUMP NO WASTE - DRAINS TO "EITHER" STREAMS, 9F7ZANDS',' OR GROUNDWATER" AS APPLICABLE. CITY OFAIMIRN SANITARYSEWER CONSTRUCTION NOTES 1. 7HE LOCA77ON OF THE SIDE SEWERS SHALL BE MARKED AT THE END OF THE LINE INSIDE PROPERTY BY A PRESSURE TREATED 2X4, FOUR FEET (4) LONG BURIED IN THE GROUND A DISTANCE OF THREE FEET (3) THE LOWER END SHALL HAVE A 2X4 CLEAT NAILED TO I TO PREVENT W THDRAHAL OF THE STAKE. THE EXPOSED ONE FOOT (1) SHALL BE PAINTED 7RAFFIC YELLOW AND THE DEPTH TO THE SIDE SEWER OR TEE SHALL BE INDICATED IN BLACK PAINT ON THE 2X4. 2. CONTRACTOR SHALL OBTAIN ANY NECESSARY SIDE SEVER CONNEC77ON PERMITS FROM THE CITY OF AUBURN PRIOR TO CON57PUC77ON. 3. UNLESS OTHERWISE APPROVED, THE CITY OF AUBURN SHALL DO ALL CONNEC77ONS TO EXIS77NG SEWER MAIN WITH NEW TEES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR TRENCH AND PA VEMENT EXCA VA 7TON, PIPE INSTALLA 770N, BACKFILL AND PAVEMENT RESTORA 77ON. CITY OF BONNEY LAKE WA TER MAIN CONSTRUCTION NOTES 1. PR/OR TO ANY C0NSIRUC77ON AC77WTY, THE DEVELOPER SHALL ARRANGE AND AT7END A PRE -CONSTRUCTION CONFERENCE WITH THE CITY OF BONNEY LAKE. 2 AN APPROVED COPY OF THESE PLANS MUST BE ON THE JOB 577F WHENEVER CONS IRUC77ON IS /N PROGRESS. 3. ALL WORK AND MATERIAL SHALL BE IN ACCORDANCE WITH THE CITY OF BONNEY LAKE APPROVED STANDARDS. 4. ALL WATER SYSTEM IMPROVEMENTS' SHALL BE CONSTRUCTED IN ACCORDANCE WITH THESE APPROVED PLANS. ANY DE14A77ON FROM THE PLANS WILL REQUIRE APPROVAL FROM THE OWNER, ENGINEER, CITY AND APPROPRIATE PUBLIC AGENCIES. 5. N077FY THE CITY OF BONNEY LAKE 72 HOURS (3 WORKING DAYS) PRIOR TO BEGINNING CONSTRUC770N AND FOR ANY RESTARTS OF WORK. 6. THE CITY OF BONNEY LAKE SHALL BE NO77FIED THREE WORKING DAYS PRIOR TO THE 77ME THE DEVELOPER WOULD LIKE TO CONNECT TO EXIS77NG MAINS OR FOR INSTALLA 77ON OF TAPPING TEES. THE CONNEC77ON SHALL BE DONE IN ACCORDANCE WITH THE CITY REQUIREMENTS: DEVELOPER SHALL NOT OPERATE ANY VALVES WITHIN THE EXISTING SYE7EM,- THESE WILL BE OPERATED BY 7HE CITY OF BONNEY LAKE PERSONNEL ONL Y. 7. FOR AID IN U77LITY LOCAI70N, CALL 1-800-424-5555, 48 HOURS (2 WORKING DAYS) PRIOR TO BEGINNING OF CONSIRUC77ON. EXISTING UTILITIES, WHETHER SHOWN OR NOT SHALL BE LOCATED PRIOR TO CONSIRUC770N, SO AS TO AVOID DAMAGE OR D157URBANCE, AND THE DEVELOPER SHALL ASSUME ALL RESPONSIBILITY AND COSTS CONNEC7E0 THEREWITH TO PR07FCT, MAINTAIN AND REPAIR, WHERE NECESSARY. 8. PIPE SHALL BE DUCTILE IRON, AHWA CLASS 53 FOR 4-INCH PIPE AND CLASS 52 FOR 6-INCH PIPE OR LARGER. JOINTS' SHALL BE RUBBER GASKETED, PUSH -ON TYPE, OR MECHANICAL JOINT, MEE77NG AWWA SPECIFICA 77ONS RT77NGS SHALL BE AWWA, CEMENT LINED, DUC77LE IRON, EITHER MECHANICAL JOINT OR FLANGED, AS INDICA 1ED HEREIN. 9. UNLESS OTHERWISE SPECIFIED VAL VES 12-INCH AND SMALLER SHALL BE RESILIENT SEATED GATE VAL VES. ACCEPTABLE VAL VES ARE MUELLER, CLOW, M&H OR HA7EROUS. VAL VES LARGER THAN 12-INCH SHALL BE BUT7FRFL Y VAL VES. ACCEPTABLE VAL VES ARE M&H 450 OR 4500 OR PRATT EQUIVALENT. 10. HYDRANTS SHALL BE MUELLER CENTURION A-423, CLOW MEDALLION, HAIEROUS (PACER) OR M&H (929). HYDRANTS SHALL CONFORM TO AWWA STANDARD C502-73. II THE WATER MAIN CONSTRUCTION PHASE WILL NOT BE CONSIDERED COMPLETE ON77L THE INS TALLA77ON IS ACCEPTABLE TO THE CITY OF BONNEY LAKE INCLUDING A SATISFACTORY HYDR05TA77C PRESSURE 7FST, A SATISFACTORY DISINFEC770N TEST, SA7SFACTOR Y FLOW OF SERVICE LINES, AND COMPLE77ON OF ALL ITEMS ON THE INSPECTORS PUNCHL15T. 12. THE CITY OF BONNE) LAKE REQUIRES THAT ALL NEW HA7FR MAINS WTH DIAMETERS OF 12 INCHES OR LARGER MUST BE POL )PIGGED IN LIEU OF FLUSHING. SEC. 6, TWP. 20 N,, ROE. 5 E., W. M. C/TYOFAUBURN STANDARD DETAILS GRADING AND EROSION C6W7ROL CONSTRUCTION ENTRANCE EROSION - 01 51L T CONTROL FENCE EROSION - 02 CATCH BASIN PROTEC77ON FOR GRADING PROJECTS EROSION - 03 CATCH BASIN PRO TEC77ON EROSION - 04 CHECK DAMS AND SHALES EROSION - 05 STRAW AND HAY BALE BARRIER EROSION - 07 TRAFFIC STREET RIGHT-OF-WAY PIPE 7RENCH BACK FILL AND PAVEMENT RESTORA 77ON TRAFFIC-02 TYPICAL PIPE TRENCH DETAIL TRAFFIC-03 ADJUSTMENT OF NEW AND EXISTING U77LITY STRUCTURES TO FINISH GRADE TRAFFIC-12 MONUMENT FRAME AND COVER TRAFFIC-22 SIDEWALK WITH LANDSCAPE STRIP 7PAFFIC-23 COMMERCIALIRESIDEN77AZ SIDEWALK WITHOUT PLAN7ER 57PIP 7PAFFIC-24 WHEELCHAIR RAMP DETAIL TRAFFIC-25 WHEELCHAIR RAMP AL TFRNA7F DETAIL 7PAFFIC-26 SANITARY SEWER SIDE SEWER STUB SEVER - 01 PRIVATE SANITARY OR STORM SEWER CLEANOUT SEWER - 02 PUBLIC SANITARY OR STORM SEWER CLEANOUT SEWER - 03 24 INCH MANHOLE FRAME AND COVER SEWER - 04 STORM DRAINAGE GRADING/EROSION DISCHARGE CONTROL STRUC7URE STORM - 04 RESIDENTIAL F0077NG DRAIN DETAIL STORM - 07 THROUGH -CURB INLET FRAME & GRATE w/VERTTCAL CURB INSTALLA77ON STORM - 10 THROUGH -CURB INLET FRAME STORM - 11 CURB AND GUTTER REINFORCING DETAIL STORM - 12 CITY OF BONNEYLAKE STANDARD DETAILS LA10AND SOU THAONNEY LAKE WA TER WATER MAIN BLOCKING LSBL - Ol FIRE HYDRANT LOCA77ON LSBL - 02 FIRE HYDRANT DETAIL LSBL - 03 ADJUSTMENT OF UTILITY LSBL - 05 I- AND SMALLER WATER SERVICE (1 OF 2) LSBL - 06A 1" AND SMALLER HATER SERVICE MA TER/AL LIST (2 OF 2) LSBL - 06B 2" AIR AND VACUUM RELIEF VALVE LSBL - 08 2" BLOW -OFF ASSEMBL Y DETAIL LSBL - 09 TEMPORARY BLOW -OFF ASSEMBL Y LSBL - 10 W""S"D.O" T" STANDARD PLANS CATCH BASIN TYPE l B-1 CATCH BASIN TYPE lL B-la CATCH BASIN TYPE 2 (48"0 54"0 OR 60"0) B-le MISCELLANEOUS CATCH BASIN DETAILS B-lZ SOLID METAL COVER FOR CATCH BASIN 9-2 METAL FRAME & GRATE FOR CATCH BASIN & INLET B-2a VANED GRATE FOR CATCH BASIN AND INLET 9-2b MANHOLE TYPE / (48"0 54 "1 OR 60-0) B-23a MISCELLANEOUS MANHOLE DETAILS 8-24 CEMENT CONCRETE CURBS AND GUTTERS F-1 ROCKERYGENERAL NOTES 1. MAXIMUM INCLINA77ON OF THE SLOPES ABOVE AND BEHIND ROCKERIES SHOULD BE 2. 1 (HOR.• VER). 2 MINIMUM THICKNESS OF ROCK FL TER LA YER lS 12 INCHES. 3. MINIMUM EMBEDMENT OF BASE ROCK IS 12 INCHES UND157URBED NA77VE SOIL OR COMPAC7ED FILL PLACED IN ACCORDANCE WITH GEOTECHNICAL REPORT RECOMMENDA TONS. 4. ROCKERIES GREATER THAN 4 FEET IN HEIGHT SHALL BE DESIGNED BY A S7RUC7URAL ENGINEER AND CAL CULA77ONS SHALL BE PROVIDED TO THE CITY. ROCKERIES TO BE INSTALLED UNDER PERIODIC OR FULL 77ME OBSERVA77ON OF THE GEOTFCHNICAL ENGINEER. 5. ROCK SHALL BE PLACED TO GRADUALL Y DECREASE IN SIZE WTH INCREASING WALL HEIGHT /N ACCORDANCE lMTH THE GEOTECHNICAL ENGINEERS RECOMMENDA (IONS. 6. MINIMUM WIDTH OF KEYWAY EXCA VA 77ON SHALL BE EQUAL TO THE THICKNESS OF THE BASAL ROCK (AS DETERMINED BY THE GE07ECHNICAL ENGINEERS DESIGN) PLUS THE ROCK FIL TER WIDTH. 7. THE LONG DIMENSION OF THE ROCKS SHALL EXTEND PERPENDICULAR TO THE ROCKERY FACE TO PROVIDE MAXIMUM STABILITY. 8. ROCKS SHALL BE PLACED TO AVOID CON77N000S JOINT PLANES IN WR77CAL OR LATERAL DIREC77ONS. EACH ROCK SHALL BEAR ON TM9 OR MORE ROCKS BELOW IT, WITH GOOD FLA T- TO-FLA T CONTACT. 9. CONSTRUC77ON OF ALL ROCKERIES SHALL BE IN CONFORMANCE WITH THE ARC ROCKERY CON57RUCRON GUIDELINES. SIZE OF ROCK (i. e. 3 MAN) 12" MINIMUM THICKNESS OF 2" TO 3" WASHED GRA VEL OR 3" TO 4" ANGULAR ROCK. N 6: 1 BATTER 0 A. :$e EXTRUDED o2.. CURB 4PCONNECT 4" PERFORATED P. V. C. 1 M/N. DRAIN PIPE TO THE NEAREST DOWNSTREAM CATCH BASIN, OR AS SHOWN ON PLANS. CUTSLOPE GUT ROCKERYDETAIL NO SCALE SMOOTH WALLED DRAINAGE P/PE, PVC OR EQUAL. - SEE PLAN FOR LOCA77ON AND SIZE --\ CAST IRON GRATE (EAST JORDAN IRON WORKS 16210 (12� OR 16215 (18� OR NEENAH FOUNDARY CO. P-4385-E (12") OR p-4385-G (18 )) STUBS TO BE HEAT- - WELDED OR GROUTED IN PLACE ADS ROOF / FOUNDA 77ON DRAIN 1/2"/x2 1/2" SELF -TAPPING CAP SCREW (3 REQ D) ADS YARD DRAIN 12" OR 18" ADS N-12 STANDPIPE SMOOTH WALLED DRAINAGE PIPE DRAIN ROCK YARD DRAIN DETAILS NO SCALE REINFORCEMENT NOTES 1. REFER TO CIVIL GRADING DRAWINGS FOR ROCKERY ALIGNMENTS AND ELEVA77ONS. 2. ALL GRADING AND EARTHWORK SHALL BE COMPLETED PER ECl GEOTFCHNICAL REPORT E-9544-8 & -9, DATED APRIL 41h, 2003 3. ALL GEO EX77LE LA YER HEIGHTS ARE MEASURED FROM GRADE IN FRONT OF ROCKERY FACE. 4. GEOIEX77LE REINFORCEMENT SHALL BE INSTALLED ON HORIZONTAL SURFACE OF COMPACTED STRUCTURAL FILL AT ELEVA77ONS SHOWN IN THE REINFORCING SCHEDULE. 5. GEOTEX77LE REINFORCEMENT SHALL BE PULLED 77GHT BEHIND WALL. ANCHOR AS REQUIRED TO MAINTAIN TENSION BEFORE COVERING WITH 57RUCIURAL FILL. 6. PROTECT GE07FX77LE FROM CONSTRUC77ON DAMAGE PER MANUFACTURERS SPECIFICA 77ONS CONSTRUC770N EQUIPMENT SHALL NOT IRA VEL DIREC7Z Y ON REINFORCEMENT ANY GE07EX77LE THAT lS DAMAGED SHALL BE REPLACED WITH NEW 6EOTEX77LE AT CON 7RACTORS EXPENSE. 7. GEO1EX77LE SHALL BE FOR TRAC OR EQUIVALENT AS SHOWN IN THE REINFORCING SCHEDULE. ALL GEOTEX7LE SHALL BE CLEARL Y IDEN17FIED AND LABELED IN THE FIELD. ANY UNMARKED ROLLS OR PORTIONS THEREOF THAT CANNOT BE IDEN77FIED SHALL NOT BE USED IN WALL CONSTRUCTION. 8. THE ROCKERY FACE SHALL BE CONSTRUCTED IN ACCORDANCE WTH ARC GUIDELINES. REINFORCING SCHEDULE Wall Height Reinforcement Height (feet) (H) Loyer No. use Fortroc or equivo%n Length "L " (feet) (see note 3) 4 feet 1 Fortroc 55/30-20 5.0 1.0 2 Fortrac 55/30-20 5.0 2.5 1 Fortroc 55/30-20 5.0 1.0 4-6 feet 2 Fortroc 55/30-20 5.0 2.5 3 Fortroc 55/30-20 5.0 1.0 1 Fortroc 55/30-20 6.0 1.0 6-8 feet 2 Fortrac 55/30-20 6.0 2.75 3 Fortroc 55/30-20 6.0 4.5 4 Fortroc 55/30-20 6.0 6.25 1 Fortroc 55/30-20 8.0 1.0 2 Fortroc 55/30-20 9..0 2.75 8-10 feet 3 Fortroc 55/30-20 8.0 4.5 4 Fortroc 55/30-20 8.0 6.25 5 Fortroc 55/30-20 8.0 8.0 1 Fortroc 55/30-20 10.0 1.0 2 Fortroc 55/30-20 10.0 275 3 Fortrac 55/30-20 10.0 4.5 10-12 feet 4 Fortrac 55/30-20 10.0 6.25 5 Fortrac 55/30-20 10.0 8.0 6 Fortroc 55/30-20 10.0 9.75 7 Fortrac 55/30-20 10.0 11.50 SLOPE 2.• 1(H.• V) MAX. COMPACTED STRUCTURAL FILL - SWALE FOR SURFACE DRAINAGE CONTROL FIRM UNDISTURBED - SOIL TO BE VERIFIED BY SOIL ENGINEER 1. REINFORCEMi REINFORCING AND NO 1FS) CRUSHED ROCK fl U . MATERIAL, BE-7ASEN 2 AND 4 INCH SIZE WITH . LESS THAN 2X FINES. o 0 3 IN. MIN. GRAVEL BEDDING �- 4 IN. MINIMUM DIAMETER DRAIN PIPE SURROUNDED BY CLEAN WASHED 3/4" DRAIN GRA VEL REINFORCED STRUCTURAL FILL ROCKERY NOT TO SCALE 5' 5' 50' 14' 14' 1' 5" CONCRE7F SIDEWALK (T)P) \ PER CITY OF AUBURN 57D. DET. 7RAFF7C-32 6.IST STREETS"E" ROADWA YSECTION STA. 1+35 TO 2+10 NO SCALE 26' 28' OR 34' DRIVING LANE PARKING STALL EXTRUDED WHERE INDICATED �9 CURB (TYP) 13: 14' OR 17' 13; 14' OR 17' 19' STANDARD (TYR) ? 4' ROAD f 9' PARALLEL (TYP) -9f 2X 11,17f LOiKINE) _ 2X 5' 5' 3 s z 777777�� o v ` ROLLED CURB PER KING CO. ROAD � p SIDS DWG. NO J 002 (TYP.) 0 s CURB (TYP) CONCRE7F SIDEWALK MNERE SHOWN ON PLAN TYP/CAL ONS/TE PR/VA TE DRIVESEC T/ON 2 OX MIN. " 2 OX MIN. NO SCALE 20' 2. OX MIN. 9" CONC. ALLEY BORDER. SEE DETAIL ORII/EWA Y \-ROAD CENTERLINE, PROFILE GRADE AND FLOW LINE ALLEYSECTION NO SCALE 2.OX MIN. � CL. B' ASPHALT ASPHALT TREATED BASE CONCRETEALLEYBORDER NO SCALE 3" COMPACTED DEPTH CLASS "B" ASPHAL 77C CONCRETE 4 1/2" COMPACTED DEPTH A TB 6" COMPACTED DEPTH GRAVEL BASE -CLASS . :*► a "B" IF READ BY GEOTECH ENGINEER (ROADS A, B, C & 67TH ST. S.E.) - SUITABLE SUBGRADE COMPACTED TO 95X OF MAX. DRY DENSITY. ONSI TE SURFA CING SECTION NO SCALE NO7E CONTRACTOR lS REQUIRED TO HA Vf THE CITY OF AUBURN STANDARD NOTES AND STANDARD DETAILS AND SPECIFICA77ONS AVAILABLE ON JOB 5I1F WHENEVER CONSIRUC770N IS IN PROGRESS. RRE�ERECORD DRAWING C77FICA 77ON TRACTOR, VFORM TO THE O6NUC770N RECORDS B Y "Vr DA TE- J5 L O� TITLE/POSl770N.•. CONFIRMED BY CITY �_ DA TE. 0 1/2IR UNDERGROUND LOCATOR SERVICE CALL BEFORE YOU DIG. 1-800-424-5555 PROJECT REF FAC 04-OW5- THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN:S ENGINEERING D/WSION REOUIREMEN75. -" APPROVED B Y:0S DA TE APPRO VED.• J� W, Cn a Z t\ - _ p o p "i CO W a a� Ln > V, 04 °• c , N '\ W Z 3 � m Z - co h - Z z Q z n, Q ' W oc W w Z_ Z W V rw 0QQ Z � � Q O O W Q C� W l< z Li J, ~ QN i W � °m Q 17 W L4j cc v� Q �. : ui z- Q w z C o (6o Q�� > k LLJ 0 Fn 3:� Q 0 4 0 w 0 ()f 0 0- Q SHEET NUMBER C1.04 _ SHEET OF 4 35 PROJECT NUMBER 03102 osD1S; s SEC, 6, TWP. 20 N., RGE. 5 E., W.M. W un z� o� >v LLJ Er ASAP W s GRADING 8 EROSION CONTROL NOTES 1. NO UNCONTROLLED SURFACE WATER SHALL BE ALLOWED TO DISCHARGE FROM THE SITE DURING CONSTRUCTION. 2. NO RUNOFF SHALL BE ALLOWED TO DRAIN TO THE PROPOSED CONVEYANCE SYSTEM UNTIL APPROVED BY THE CITY OF AUBURN. ,3. CONTRACTOR SHALL COMPL Y WITH THE APPROVED EROSION CONTROL PLANS AND INSTALL ADD17701VAL EROSION CONTROL MEASURES AS NECESSITA7FD BY FIELD CONDITIONS TO ENSURE NO UNCONTROLLED SURFACE WA7FR LEA ICES THE SITE AND TO LIMIT THE AMOUNT OF EROSION. MAINTAIN IN GOOD ORDER ALL SIL T FENCE AND CONSTRUC7701V FENCE. 4. EROSION COW7ROL MEASURES SHALL NOT BE REMOVED UNTIL S/7F /5 STABILIZED AND ONL Y WHEN ALLOWED BY THE CITY OF AUBURN. GRADING if EROSION CONTROL CONSTRUCTION SEQUENCE 1. STAKE CLEARING LIMI a 2. INSTALL CONSTRUCTION ENTRANCE, ORANGE CONSIRLIC77ON FENCE AND PERIME7FR RL TER FENCE. J PROWDE INTERIM CATCH BASIN PROTECTION FOR ALL EXISTING DRAINAGE STRUCTURES ADJACENT TO THE SITE 4. ENSURE THE NEW DIVISION 2A SEDIMENT PONDS ARE CONSTRUCTED PER FAC104-0001. IF NOT, UTILIZE THE EXISTING SEDIMENT PONDS ON DIVISION 2A, WHICH PRESENTL Y TREAT RUNOFF FROM THIS SITE 5. INSTALL INTERCEPTOR SWALES AND TEMPORARY CUL 6RTS TO DIRECT DRAINAGE TO SEDIMENT PONDS. 6. GRADE ROADWA YS AND L OTS, INCLUDING INSTALLA 7701V OF RETAINING STRUCTURES. 7. INSTALL PERMANENT STORM DRAIN SYSTEM CATCH BASINS, YARD DRAINS AND ASSOCIA TED PIPING. 8. PROVIDE CATCH BASIN INLET PROTECTION ONCE STORM SYSTEM /S CONSTRUCTED. 9. GRADE (FILL) SEDIMENT POND AND SWALE AREAS AFTER STORM SYSTFM /S OPERA77ONAL. 10. AFTER CONSTRUCTION /S COMPLETE AND SITE STABILIZED, REMOVE EROSION CONTROL MEASURES WI7H APPROVAL OF CITY OF AUBURN INSPECTOR. NOTE ALL AREA TO BE LEFT UNWORKED FOR MORE THAN 7 DAYS (OCT. 1 - MARCH .31) OR JO DAYS (APR. 1 - SEP. JO) ARE TO BE STABILIZED WTH HYDROSEEDING, MULCHING, NETTING OR OTHER MEANS. SEE SHEET C1.04 FOR ADD117ONAL GRADING AND EROSION CONTROL NOTES AND THE GRADING AND EROSION CONTROL CON57RUC770N SEQUENCE. LEGEND INTERCEPTOR SWALE —► ROCK —LINED SWALE LIMITS OF CLEARING -^--. ROCK CHECK DAM INLET FIL TER FIL TER FENCE X RECORD DRAWING CER77FICA LION fESE D=WWWFORM TO THE UC77ON RECORDS BY E DA TE.• 5 • L TI TLE/POSI TION.•+�^• CONFIRMED B Y Cl TY DA TE.- SCALE.• 1 At = 40' 0 20' 40' 80' PROJECT REF. FAC 04-0005 THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURNS ENGINEERING DIVISION REQUIREMENT: APPRO VED B Y , DA TE APPRO VED: •3` �� a'� R Q'•' d'.v�1�15 UA; J uo 0 N u i C� Z 01 0 0 >- c w h > v c <f ac N a ^ W � � • m Z Z Q J a z W � � z cx W w Z Z W 6 O on w c� Q z o Q) 7K N C7 w o d L a w > U, Q o Q w 0 0 0 o Q SHEET NUMBER 02.0 SHEET OF 5 1 75 PROJECT NUMBER 03102 osn/BRA 3:\Lakeland\03102\Engr\03102c202.dwg, 5/13/2004 11:46:53 AM, KIP plotber.pd 9 to N 411 Xle. y X h it l l X 7' t is if v* '0 ........... /Y V I Z� 'N A C-5 Ckll • k�kh- 'V - - -------- 'n 4 rn X �j -k' 13 t\ 0 it MEN I �� Ewa (N S C) ro Z t 1 n :-Zz- A6O 'S k '!6 Qy R7 -2t rr, --Zt 5z r15 ............. R,7 2b. N `C..4 F-t-1 zz— r r Z) 03 0 -7 R IN N _U DATE IAN., 2004 N 0. REVISIONS DATE X T EROSION CONTROL PLAN SHAR 1 RECISIONS wslms PER CITY RENEW. -w J11 1104 O co M 71 DESIGNED m rri m 14711 NE 29th Place, # 10 1 --i "IfELAND AREA 5 0 , DIV. 20 i z DRAWN L.G.WIGHT Bellevue, Washington 98007 z 425.885.7877 Fax 425.885.7963 C APPROVED G.R.S. r. LAIffLAND LAND DEVEZOMfW L.L. C. S E 0 co DESIGN 0 QD m rri GAR YR. SHARNBROICH, P.E. 11624 S.E. 5TH ST SUITE 200 /0 • L X I PROJECT MANAGER BELLEVUE, WASHINGTON 98005 ENGINEERING PLANNING - SURVEYING 12-28-05 1 5-13-04 SEC.6. TWP. 20 N.. ROE. 5 E. W.M. Z MW 6. TWP. 20 N., RGE 5 E, W. M. lopmHe. (S .......... ...... ......... I... 6 - - — ----------- ---- - --- - — — - - - --------- - - - ------- - lq- . . ............... LLJ .17 �11--- . ........ < . . . ....... .. . . . ............ - ---- -- - - — ------- - - - - ---------- SHEET CJ21 SEC77ONS V, 117 r � 8 o �T 583, J SO it Frr FF 5822 114 FF ✓ 112 517� 5 ;T 5,76,7 I- -1 .-I CONCRETE RETAINING WALL OR EQUAL. mm Lo 0 br- 00 04 04 U Li Fn < < Lu � rZ 0 C) o < SHEET NUMBER 03.02 SHEET OF 48 35 PROJECT NUMBER 03.= m SEC.6, TWP. 20 N., RGE, 5 E., W.M. v< as < N I (UP} y N ui P Z O op LLj _O k � op h V Q OC ❑ K LE V) a N K W c � , � N CO Z Z Q J 0. (Z V ' W O z IAJ W Z Z W v w N tw O �Wp�j o� W O W L4 0 QwW W ��m W W U0� 4LLI qz Q � Zz Q N w 0 ZLLJ w J z z o � uj d Q Q w of n 0 0 o Q SHEET NUMBER C3.21 SHEET OF 9 35 PROJECT NUMBER 1027 SEC. 6. 1 ilk, 20 N., ME 5 E., W M. wows ELIZABETH CT. S.E. CUL-QE-SAC 1=20' )w LINE ODES (TYP.) ?ADIUS PT. END VERTICAL CURB & GUTTER f %4.26 56165 �90 N -P. Car JW ELIZABETH " AVE. S.E. __- f-''�~+~ END VERTICAL ' CURB & GUTTER 564.61 10.F34.28:z 6+52•54 2.0 562' 35 0, 0* m 056 p 09 �r1559 ,5 ` 0% 11 i ..-.r1 ik! ,t i i t` li 28' RADIUS PT. tj � i i t jiii 64TH ST. S.E,/EL/ZABETH A VE. S. E. FA STA. 1 *95, 39.0' L T. g / re 61 ST ST. S.E./EL04BETH A VE. S.E. 1' 2o' 25' RADIUS PT. STA. 0f 42, 39.0' L T. 5f 74.82 w END VERT. `� 566- 95 CURB e! ? 2X 2`a i I GUTTER PT 566.55 566;90 — 5+30.0 , 171 30' RADIUS PT. J� STA. 5*275 � �70 47' L T. r' 566.55'1 1 i t 'RADIUS PT.' ... So , f �i ° 6 30 j STA. 5*22. 0 5 t 47' L T �� ` 1 s 41 566.051 t 1! ;►56600 j W5. 75' + i 60' RADIUS PT STA. 4f8J 5 37' L T. t i f ii�`r 1 i 1'JAK 56if 3j f q 1 30' RAMS PT. STA. 4f39, 47' L T. 61 ST ST. S.E./EVERGREEN WAY 1' 20' irm i7t5• i � �► i s,n t �:3320MMk" DA TE- -0 777LE/POSI i7C1iN• . L' CONFIRMED BY CITY .. DA TE- " 30' RADIUS PT. STA. 5*29. oi-- 47' RT. l — Eta WRT. CURB & GUTTER 30' RADIUS PT. STA. 5-1-16. 5 47' RT. It 30' RADIUS PT STA. 4f82, I' LT 75' RADIUS PT STA. 4f 45, 107' RT. z W tic Z 2 .J t3. ui1'V. V _ uj ALA W Vw C a ui X� a a v Z O Lij cD 0 po- Q a Q w Cr D- al 0 ol Q SHEET NUMBER SHEET OF 1 PROJECT NUMBER �/rr— e7 - / � I q,:5- OS01921 SEC 6f MR 20 N.), RGE 5 E., W K C4.04 ml- -X SCALE r Tf, FAI "WM ARE MA 7FRIAl..- 12'AW LARGER 9YALL bF ETIER PW,, R6P, 9/ W QcfP (ffT 8 (ZMES 65) DOT 704 "a) N IXLEWNS 6" AM 80 SHALL BE PVC MR 35 6R fWAL SUM MEYNOrE.- Sff 9�ffTS C703 AND C704 FOR ARICY MML AMW 770W OF T 00, z ui ao CL lu LU j< �. CrAz �X CIE X Li 0 0 rE w > o a_ a. SHEET NUMBER PROJECT NUMBER SEC.6, TWP. 20 N., RGE. 5El W.M. SEE SW U C4.04 &T 9ffT 04.05 ST SST C4. 06 SSE SST C4. 08 0 v W 6 KEY MAP SCASCALE1JJ = 20' w 0 10 20 40 SURVEYNOTE.- SEE SHEETS C7 0J AND C7. 04 FOR SURVEY CONTROL INFORMA770N NOTE SEE SHEETS C7.01-C7.02 FOR UTILITY CROSSING INFORMATION AT EACH NUMBERED (©) CROSSING PIPE MA TER/AL: 120 AND LARGER SHALL BE EITHER PVC, RCP, DI OR CPEP (WT IB (SERIES 65) DOT 704 DESIG.) IN 1X LENGTHS. 6" AND B" SHALL BE PVC SDR J5 OR EQUAL O 00 1 y• I Ti 0 a O a a s d 46 to M N h co co N v x h 00 ll0 h 11 z 2 At a C� z W W z 0 z W W v� oLd a Z Q w C6 (6 Q J O > 0- z c� z 0 Q u� Q q < w 0- 0 0 1 o Q SHEET NUMBER C4.02 SHEET 7 OF 1 12 35 1 PROJECT NUMBER 03102 N v 7 r, r SEC.61 TWP. 20 N.I RGE. 5 E.I W.M. Lo 1 N O I ui I a Z O O co LLI u c N Q t1 x CL �a Q uto N W k go �G h Z 'n Z a J CL /Z V W ell ui Z Z W w v� oLLJ Qt:Q z p N C� Q �— Z p v � U O � �C w j 0- W F- C) (n 3: Q D o- W o� n Q SHEET t UM C,"3 SHEET OF 13 35 PROJECT NUMBER 03102 On/627 SEC.6, TWP. 20 N., RGE. 5 E., W.M. AT SWET CA 01 .SEE STET N 02 SURVEYNOTE.- SEE SHEETS C7.0J AND C7.04 FOR SURREY CONTROL INFORMATION NOTE. - SEE SHEFTS C701—C7. 02 FOR UTILITY CROSSING INFORMA 77ON A T EACH NUMBERED ((D) CROSSING PIPE NATER/AL: 12" AND LARGER SHALL BE EITHER PVC, RCP, DI OR CPU (WT lB (SERIES 65) DOT 704 DESIG.) IN IX LENGTHS. 6" AND 8" SHALL BE PVC SDR J5 OR EQUAL SCALE.• 1 " = 20' 0 10 20 40 KEYMAP PROJECT REF FA 04-0005 THESE PLANS ARE APPM%0 FOR CONFORMANCE WITH THE CITY OF AUBURNS ENGINEERING DIVISION REQUIREMENT: APPROVED BY: DA TE APPRO V/ED.• -� � � o u�s ziv H' z 0 s 1 �•� ��"/ Lo O 00 Ln ;!1 �` v a CL o. N Z v M 10 �i N x a u- co �i go co h N �f IV LY C� Z 04 ui W Z Z W W LZ O 1 e� Z v �o N O -4 �z Q � ZQL4j3 Z�� QNJ O � J I� 4� v �z m (j) Q� 0 � Z Z Q Q y 0 W d Q v W v^ oLLJ Qr< � zQ Ld N Z Ld c.� O of LLJ > C) � r �— cn Q d W f C) C) I C) Q SHEET NUMBER C4.04 SHEET OF 14 35 PROJECT NUMBER 03102 SEC.6, TWP. 20 N., RGE. 5 E., W.M. SEE SHEET C4.02 SEE SHEET C4.02 ME .9427 C4.02 SURVEY NOTE. - SEE SHEETS C7.0.3 AND C7.04 FOR SURVEY CONTROL INFORMA77ON NOTE. - SEE SHEETS C7.01-C7.02 FOR U77LITY CROSSING INFORMA 77ON A T EACH NUMBERED (©) CROSSING PIPE MATER/AL: 120 AND LARGER SHALL BE EITHER PVC, RCP, Dl OR CPEP (WT lB (SERIES 65) DOT 704 DESIG.) IN lX LENGTHS. 6" AND 8" SHALL BE PVC SDR J5 OR EQUAL SCALE.• 1 " = 20' 0 10 20 40 KEYMAP Z3 1 a 0 s LO 0 �•� o I o W:w 00 I • k�' In to 1 LY a Z N - p oo. h 1 u c N q n` a o C4 N W 3 � Z � co Z m Z a Z a t� W � © Z ciz W W Z Z W W 4: OLd Q z Q 'X O Z 0Lia J w Li z 0 z 3�: O 0� in Q Q w 0 0 0 0 Q SHEET N MBER C4, 05 SHEET OE 15 35 PROJECT NUMBER Sff STET C4.02 SEC. 6, TWP. 20 N., RGE. 5 E., W.M. Sff 9e7 C4. 02 & CA 03 MF S�'ET C4. 07 LANDSCAPE DRAINS TO BE LOCATED IN THE FIELD AS REQUIREDD, CONNECT TO THE BUILDING ROOF DRAIN SYSTEM. (TYP.) SURVEYNOTE.- SEE SHEETS C7.03 AND C7.04 FOR SURREY CONTROL INFORMA77ON NOTE. - SEE SHEETS C7.01—C7.02 FOR U77LITY CROSSING INFORMA77ON AT EACH NUMBERED (Q)) CROSSING PIPE MA TER/AL: 12" AND LARGER SHALL BE EITHER PK RCP, DI OR CPEP (WT lB (SERIES 65) DOT 704 DESIG.) IN 13" LENGTHS. 6" AND 8" SHALL BE PVC SDR 35 OR EQUAL SCALE.• 1 " = 20' 0 10 20 40 KEY MAP ofz o 2 °,�•. N O a I Ln 0 N u a a N W Z v I z W W v� o� �Q zQ � w J L O d Li> un Q <C w Q� IL 0 01 o 1 Q SHEET NUMBER 04.06 SHEET 7 OF 1 16 35 1 PROJECT NUMBER osbi8z17 SEE WFT C4.10 SEC.6, TWP. 20 N., RGE. 5 El W.M. SEE SHEET CA 10 SEE SHEET CA 09 0 v W SEE SHEET CA 09 SURVEYNOTE.- SEE SHEETS C7OJ AND C7.04 FOR SURWY CONTROL INFORMA770N NOTE: SEE SHEETS C7.01—C7.02 FOR UTILITY CROSSING INFORMA 110N A T EACH NUMBERED (0) CROSSING PIPE MA TERIAL: 12" AND LARGER SHALL BE EITHER PVC, RCP, DI OR CPEP (WT B (SERIES 65) DOT 704 DE51G.) IN lX LENGTHS. 6" AND 8" SHALL BE PVC SOR J5 OR EQUAL SCALE 1 " = 20' EY MAP Q-•'.�''�. d,..J��1S J N• ,•� o 0 I � Ln a z t; O O O 00 OR W O a h u c cV rI j a o x a m 13 LL N K N W Z � to, = co co V Z R �' N Z Q J 4 C� Z b W v^ oLd mQ m z p Q �- U NLd Z o o O �C > w > CD � Q F0 Q 0 Q Li � D- Q SHEET NUMBER C4.07 SHEET I OF 1 17 1 35 1 PROJECT NUMBER =02 SEC.6. TWR 20 N.. RGE. 5 E. W.M. SEE ShEZ7 CAO9 SURVEYNOTE.- SEE SHEETS C7.0.3 AND C7.04 FOR SURI EY CONTROL INFORMATION NOTE W s SEE SHEETS C7.01-C7.02 FOR UTILITY CROSSING z INFORMA I7ON A T EACH NUMBERED (©) CROSSING o >� w PIPE MATER/AL: 12" AND LARGER SHALL BE EITHER PVC, RCP, DI o OR CPEP (WT lB (SERIES 65) DOT 704 DESIG.) i IN lX LENGTHS. 6" AND 8" SHALL BE PVC SDR J5 OR EQUAL Q(��Q SCALE.• 1 " = 20' KEY MAP Sff 9�ff T C4.OJ .f . "of m o z aflco W co co oo' h vck� CL 4a uy o N 3 W Z h co c z R N — m � z z Q r d. �Z V w � Z W W z c� z W W v L o 14 o� z o U Q �(J)O Z " V L4 a� Z z Q Q � � W aC � o Q W vry o0 �Q Z Q z o �0 o > (D � m k— cn Q eL Q w [)� n D 01 1 Q SHEET NUMBER C4.08 SHEET OF Is 3 PROJECT NUMBER 03102 osoigz7 SEC.6. TWP. 20 N. RGE. 5 E. W,M. SEE SHEET C4.02 SEE SHEET C4.08 W Q 0 Lo ' O�•.'2 � co n, ' y• N M 10 Q• co CR h N Q K u- co go h N Q w v Lc N � O 44 11 AA� v, i b W Qe N U^ � OLd Q Q i5 U NLi C� p p Z o L o �C w > 0 � r ;j <t n Q w Ey n 101 0 0 Q SHEET NUMBER C4.09 SHEET I OF 1 19 35 1 PROJECT NUMBER )4r- fl--5,2� 05D 18247 SEC.6, TWR 20 N., RGE. 5 E., W.M. WRVEYNQTE- SEE SHEETS C7.03 AND C7.04 FOR SURREY CONTROL INFORMATION NOTE SEE SHEETS C7.01—C7.02 FOR UTILITY CROSSING INFORMATION AT EACH NUMBERED (0) CROSSING PIPE MA TER/AL: 12" AND LARGER SHALL BE EITHER PVC, RCP, DI OR CPEP (WT /8 (SERIES 65) DOT 704 DESIG.) IN 13' LENGTHS. 6 • AND 8" SHALL BE PVC SDR 35 OR EQUAL SCALE.• 0. ^•'(� �v L0 O /dam n�co: O N ui LY Z W u ckz W w Z z W W O� � d I� = d "Q I— hl w Z o J O Q W > a Li o 3: 0� Qc (n <C o Q W ry n 0 1 0 Q SHEET NUMBER C4,10 SHEET OF 20 35 PROJECT NUMBER 03102 osnrez7 SEC. 6, TWP. 20 Xf RGE. 5 Ef W M. .............. ---- .... ---- ......................... � : ................... .......... .... - - - - - - - - - . . . . . . . . . . . . . . . . . . . . . . . ...... .......... I? WATER ONL ............. ... F01 ...... .... ... ........ ......... ......... ......... : ........... ................... Df'llllDn nDA IMAIII I'M TW711A 77/)A/ --------------- v< Z�y O�y 0 04 LE u j L-C)* N x r 4 Lu CA- Q4 k W E Q .4 I-K U LLJ LLJ 0 LLJ > Ld z CD z 3: 0 uj < < LLJ of 01 D 1 01 < SHEET NUMBER C5. Of SHEET OF 21 35 FarffigWONMENIVILVACIRMN SEC. 6, TWP. 20 N., RGE. 5 E., W.M. SEE SHEET C5. 04 .SFF .SHFFT r-5 05 SFF SHFFT G:5. 07 KEY MAP o SCALE.• 1 " = 20' V0 10 20 40 SURVEYNOTE W (� SEE SHEETS C7 0,3 AND C7.04 FOR SURREY CONTROL INFORMATION WA TER METER NOTE.• WATER METERS SHALL BE MINIMUM J14" CONFORMING TO 57D. DETAILS LSBL-6A AND 6B. SS SERVICE DEPTH NOTE." SANITARY SEWER CLEANOUTS TO BE SET A T ELEVA I7ON 7 FEET BEL OW FINISH FLOOR UNLESS OTHERWISE NOTED. IND114DUAL PRESSURE REDUCING VAL VES (PRVS) ARE REQUIRED FOR EACH LOT AND ARE TO BE INSTALLED EITHER IN A METER BOX ON THE LOT SIDE OF THE WATER METER OR IN THE BUILDING BEING SERVED, AT THE CONTRACTORS CHOICE. WA TER CONSTRUCTION NOTES 5O l-8"x 6" TEE (M✓xFL) 1-6" GATE VALVE (FLxM✓) 6" DI, LENGTH AS SHOWN 1N5 1/4" M. V.O. FIRE HYD. ASS? CONC. BLOCKING 22 1N8" CROSS (FL) 4N8" GA TE VA VES (FLxM✓) 1N8" 22 112• BEND (R✓xFL) 1-8" 11 114' BEND (FLxR✓) RESTRAINED JOINT 24 1N8" TEE (FL) 3N8" GA TE VA VES (FLxM, CONC. BL OCKING /rcc.u/ru u/rNniivv ur/r//r/uA//U/v rrw✓r-u, /Tcr. f-PIV VT—VVVa THESE DRA NGS CONFORM TO THE C ACTOR' UC17ON RECORDS THESE PLANS ARE APPROVED FOR CONFORMANCE W/TH THE CITY OF AUBURN'S ENGINEERING DIVISION B Y. RFOUIREMEN73 DA TE.• Z TI TLE/POS1 TION.' s APPROVED BY.- L4nnn=, CONFIRMED BY CITY Z� DA M r DA TE APPROVED: a s Q z o� 2 m >� o o moommmmom Lo •' t �� O 00 U-) uJ R cn a Z O °p W 0, co h 1 ` cV tic a x S W Z � h coo Z Z Z Q J a z W o z Qc W W Z C� Z W W v� 0 m ch w Q Z Q o Q� o Z o � w J z z o 5 Q Q F Q w 0� w 0 o o Q SHEET NUMBER C5.02 SHEET]707FT777 22 35 PROJECT NUMBER 03102 cFr R TwA -.?n iv RrF S F w M -----7 - - -- - -- ---7 - --- - --➢ SEE ,SST C5. AB s SURVEYNOTE SEE SHEETS C7OJ AND C7. 04 FOR SURVEY CONTROL INFORMATION WATER METERS SHALL BE MINIMUM DETAILS SBCONFORMING TO AAND BB.� SCALE. - SS SERVICE DEPTH NOTE.0 10 SANITARY SEWER CLEANOUTS TO BE SET AT ELEVATION 7 FEET BELOW FINISH FLOOR UNLESS ©THERWISE SHOWN. INDIVIDUAL PRESSURE REDUCING VAL VES (PRVS) ARE REQUIRED FOR EACH LOT AND ARE TO BE INSTALLED EITHER IN A METER BOX ON THE LOT SIDE OF THE WATER METER OR IN THE BUILDING BEING SERVED, AT THE CONTRACTORS CHOICE. 3 -4 � W Z O m >LJ KEY MAP R S I _ • W a W W H Q Z IM M P o a co co N u o 'a K ci a c u. C>` N W Z � N m4 Ury O� Qc d � Z Q p t� 7K �- N w o 'K p J Li W > W F- o (n 3: Q Q W Of 0 0 0 Q SHEET NUMBER .03 SHEET OF 2 PROJECT NUMBER 03-102 SEC.61 TWR 20 N. f RGE. 5 Ef W.M. SEE SHEET C5.01 EXISTING CAP AND IRY BLOHVfT- AND T TO EXISTING STUB. ' 112' BEND (MJ) LOCKING Y"'U V!i rL Y/iL YLJ (rLiTM111 SEE SHEET C5.02 . .. . . . . . . . . . . .. . . . . .i: �z�� �s.��rr �i : urL-,r-�wri» s.�s �--�=� �•a r� SURVEYNOM SEE SHEETS C7OJ AND C7.04 FOR SURVEY CONTROL INFORMA77ONLy L Liv Q N 3 WATER METER NOTE.• WATER METERS SHALL BE MINIMUM J14" CONFORMING TO 51D. V DETAILS L58L-6A AND 6B. s SS SERVICE DEPTH NOTE.- z SANITARY SEWER CLEANOUTS TO BE > � o SET A T ELEVA 110N 7 FEET BELOW w Of FINISH FLOOR UNLESS OTHERWISE NOTED. INDIVIDUAL PRESSURE REDUCING VALVES (PRV'S) Ll ARE REQUIRED FOR EACH LOT AND ARE TO BE INSTALLED EITHER IN A METER BOX ON THE LOT SIDE OF THE WATER METER OR IN THE BUILDING o ,, N BEING SERVED, A T THE CONTRACTORS CHOICE. SCALE.• 1 " = 20' 0 10 20 40 KEY MAP Lo > • o•. �yco �W. I p '•y J N • �� Lo �`if�'1S z z Z 2 Q -4 d 1 clit W W z 0 z W W Qc v1 0 Z Q o o ak Q N A 0 �t w ° > ct � Li z CD z 3: O F Q o Q w o� n 0 0 0 4 SHEET NUMBER 05.04 SHEET OF 24 35 PROJECT NUMBER 03102 S S7 UT C5. 02 SEC.6, TWP. 20 N., RGE. 5 El W.M. SEE 5hffT C3 X & 0.. 03 ST 9YEET 0 06 Q v w WATER CONSTRUCTION NOTES O5 IN8"x 6" TEE (M✓xFL) 1N6" GATE VAL VE (FLxMJ) 6'" DI, LENGTH AS SHOWN I - 5 114" M. V.O. FIRE HYD. ASSAY CONC. BLOCKING 10 I-8" 22 112' BEND (M✓) CONC. BLOCKING 2� I-8" 22 112' BEND (M✓xFL) 1-8" 11 114-BEND (FLxMJ) CONC. BLOCKING 24 1N8" TEE (FL) J-8" GATE VAL VIES (FLxMJ) CONC. BLOCKING ......... .... .: :::: FOR WA TER ONL Y n�1 . . . . . . . . . . . . . . . . . ac-nnnn naiwren nf-oncinAnnei SURWYNOTE SEE SHEETS C7.03 AND C7.04 OR SURREY CONTROL INFORMA 110N WA TER METER NOTE: WATER METERS SHALL BE MINIMUM 3/4 - CONFORMING TO STD. DETAILS L58L-6A AND 68.. SS SERVICE DEPTH NOTE.• SANITARY SEWER CLEANOUTS TO BE SET AT ELEVATION 7 FEET BELOW FINISH FLOOR UNLESS OTHERWISE SHOWN. INDIWDUAL PRESSURE REDUCING VALVES (PRV'S) ARE REQUIRED FOR EACH LOT AND ARE TO BE INSTALLED EITHER IN A METER BOX ON THE LOT SIDE OF THE WATER METER OR IN THE BUILDING BEING SERVED, A T THE CONTRACTORS CHOICE. SCALE:• '1 w = 20' KEYMAP Q� s 3 Q � o� m >� o Elf � U ,IN dui o W• J co rn • o I N Ln M CT ooh o� a Li u C a K m LE O. h Z � ;lei >co Q CCV m � W Lc W Q Z h 1 0 m Oil, Ot W W Z z W ry W Q z < NLLJ L) 0 ff z 0 0 0 o Q SHE T NUMBER 05,05 SHEE-7 OF 2.5 I 35 "ROJECT NUMBER 03102 Jl% SEC. 6,. TWR 20 N., RGE. 5 E., W.M. Sff STET a a9 SEE 9ffT 0 09 SEE SHEET 05.08 v W ......... ........ .................:.........:....... : ........:.........:.... ...... :. . ........ ....... ... .. .... ........ :.........:.........:.........: .. ......... ......... ......... ......... ................ ..............._.......................................................:.................................................. ......... . ..... .::::::.. ........ .......................:............................................................................ ..:.....--::::.. ......... _.........._.................. .... ......... - - = ......... ......: ......... _.............................. ... — ::::::: -i . i ............ ...... --w .............. ......._.............. ..... ............... :::::::: ::: ::::::: ::::::: ::: :::: :::::::: ::: ......I ......... ......... ......... ........ ......... ......... ........ W . .........:.........:......... :........................... :.........:...................:.........: : ..........:.........:. :: ::::::: = :............... .........: ::..::. .. 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W h............. ......... ......... ........: ..... :: ....I... _ ..... ......... ::::::.. :::... ::::::... ... ZN' ::::::::: :::: :::::: .. 58..0. :: ..............:............................. `� ::: .... ::::::::: :::::: :::: ........ ........ :: ::: :: ::::: .................................................................... ......... ::: :.* ,,. ...-----.... 8:. ...... . h 0...... ... -aw....... :........ :. . .............. ..... � .€. ...... - --... .. .....E.ITS°7AWGOM�RZINEPROFILE(T)P):'::::;::::':: - . :::- . --::: ::::::: :... ......!..42 ...... —_ ............................... .. . --__ - - ......... ........ :; ::::: :. :: :.�. ............� ..... ... ..... w .....:...................:. . ..... . ... .........:.::::: :::::: ......... ......... PROPOSED CENT�LINE PROFILE (TYR) : :::: .. ....... ... — : . ......:::::: _:; ! —._ _... -- - -- _ - = : — -- .. _':' ... :::::: ::::::::: ��. G ::::::: 7 5::::::: ::::::::: ......: . : — — _` _ T -:= - - - - - _:— — —_--..—.....:... : ... ....... ... ..... ...... ......... ......... ......... ... ..................... :::::: __. . :::.:::.::: :: ... ........... . :::: :::: ::: -�- . ::::: :: :: : : 70 :::::::: �_„.� j- �- _ . ---•.. :::::... ��� � _ -. ; _ - _ M- __.....q--..... �_e_ .. ...... 8 D1 � :::..: ......... ....... ......... ..... ....... : :..... ....... ......... ......... ......... ......_. ....... ......... ......... ......... ......... ......... - ....... ......... ....._.. ......... .. ... .... _......... n �_ ......... ......... ... . ..:.. 4''. .. .. .. ......... :: :::::: :::::: :: :::::::: ::::::: :::::::: ::::::.. . ......... . __ .... _............. ........................ ------.. : : :......... ........:......... ..................... ... ...................... .. ... ..... .. .... .....i►+� - :. 1 '.: 61:: ... .... ......... .... 1±C......... __.._.... _.......... ......:... �_ ....:.....:.... 1: :•�:. :.........:.....:...:......... :.... ....:.... :......:..._...:..__ _ :...:...:...:..: : . - .........:.........:....... . - - -- - -- :------...:.........:.........:......... - - - --....... ......... ......... - -------. ......... ....... ;....... . ........ ....... ...... �6 5...........:.........:........ �� �6. .......�x�F ........:......... : ... : :::: :::: ::::: :: :::::: : ::::::: ::::::: N�. x ......?....... `.......... N M, 8 x4" REDUCER (FLxFL) FOR NEW 12" MAIN.• 12"x8" REDUCER (FLxFL) 8"x4" REDUCER (FLxFL) FOR NEW 16" MAIN.• 16"x12" REDUCER (FLxFL) 12 "x8" REDUCER (FLxFL) 8"x4" REDUCER (FLxFL) NEW WA TER MAIN FLANGE COUPLING ADAPTi SIZE AS REQUIRED TO MA NEW WA TER VAIN COUPLING PER CITY RE UIREMENTS Q NEW WA TER MAIN WA TER ONL Y :. . . .1. .. N O •. �S : . - - - - - . - : - - . - • :: f � ,5 . € :::: :: I :: ; :::::: ........ THESE PLANS ARE HEREBY APPROVED FOR CONFORMANCE WITH T. 56:3-38� OfIT...:..............................................................................:.................................. ...............................................................................:.............. ;......... 9 .. :. : --- ._ .-:.;...... - . - .. - _ ..... ...................... : ...... .. : THE CITY OF BONNEY LAKE PUBLIC WORKS STANDARDS AND co : - - - : : : : : - - - : '_ pn�.. - - Qp�� � SPECIFICA nONS. APPROVAL IS VALID FOR A PERIOD OF 12 (yam �. 'Y i� �S.ry �;._7 i.'-) i . : -_ 7 :� - :::::::.:.........:. :........, . MONTH - F OM THE DATE OF SIGNATURE . ... .. . :.........:........ 4p,:N, .......:.......::::: �,.►� ... .. _ ......:........ , : ,� :...... �:� .:::::.. ... . h:h . . . . ��.h .:h . . . . . �s. . -:::::::: _.::... ...................................:........._..............I.....:..................:..:...:..:......._..:...:........:.._...:...........:..:......._..........:....:..:...._.................:..... .:.....................................:. ::::::. :::: :: : �1fl� S+Gn ......................_..._............_.............................................._................_....... _............._........_._..........._.......... N DATE CITY I E WATER CONSTRUCTION NOTES 0 1N8"x 6" TEE (M✓xFL) 1-6" GATT VAL VE (FLxM✓) 6" D1,, LENGTH AS SHOWN 1,5 114" M. V. 0. FIRE H?D. ASS'Y CONC. BLOCKING 14 1N8" 90' BEND (M✓) CONC. BLOCKING I-8" 22 112' BEND (MJxFL) 1-8" 11 114 • BEND (FLxM✓) CONC. BLOCKING 24 1N8" TEE (FL) .3N8" GATE VAL VES (FL xM✓) CONC. BLOCKING NOTE - BA CKFLOW PRE V£N77ON ASSEMBL Y REQUIRED FOR TESPNG CONFIGURATION AT CONNEC77ON TO EXISTNG MAINS) FINAL CONFIGURATION SHALL REPLACE BACKFLOW PREVEN7701V ASSEMBL Y WITH SPOOL TO MATCH NEW WATER MAIN CLASS AND SIZE. LENGTH 4" BLIND FLANGE WITH 2" IPS TAP 2" PIPE (SxS) LENGTH TO FIT 2 q GATE VAL VE (SxS ) TESTING CONFIGURATION LENGTH AS REQUIRED MATCH NEW WATER MAIN CLASS AND SIZE FINAL co NFIGURA TION SURVEYNOM SEE SHEETS C70J AND C7.04 FOR SURVEY CONTROL /NFORMA LION WA TER METER NOTE WATER METERS SHALL BE MINIMUM J14" CONFORMING TO STD. DETAILS L58L-6A AND 6B. SS SERVICE DEPTH NOTE. - SANITARY SEWER CLEANOUTS TO BE SET AT ELEVATION 7 FEET BELOW FINISH FLOOR. CONNECTION DETAIL SCALE RECORD DRAWING CERTIFICA nON THESE 0R WIN , S CONFORM TO THE C ACTO ON nON RECORDS BY upm DA TE• �-Z 0;6- TI 7Z.E/POSI770N.• 66 CONFIRMED BY CITY DA TE.• INDIVIDUAL PRESSURE REDUCING VALVES (PRV'S) ARE REQUIRED FOR EACH LOT AND ARE TO BE INSTALLED EITHER IN A METER BOX ON THE LOT SIDE OF THE WA TER METER OR IN THE BUILDING BEING SERVED, AT THE CONTRACTOR'S CHOICE. _4�44�� )1!!!�� SCALE.• 1 " = 20' 0 10 20 40 EY MAP u MAIM n MAIMFOR EXIS NG 8 8"x4" REDUCER (FL)(FL) FOR EXISTING 12" MAIN. 121x8" REDUCER (FLxFL) q -REDUCER FLxFL 8 x4 RE ( ) FOR EXISTING 16" MAIN.• 16 "x12" REDUCER (FLxFL) 12 x8" REDUCER (FLxFL) 8"x4" REDUCER (FLxFL) 9 EXISTNG WATER MAIN . _.... _F COUPLING ADAPTER (FLxM✓). l SIZE AS RE URED TO MATCH Q E11577NG WATER MAIN. COUPLING PER CITY REQUIREMENTS ------- 9 EX lSnNG WATER MAIN PROJECT REF • FAC 04-0005 THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURKENGINEERING DIVISION REQUIREMENTS APPRO VED B Y •&t 'S�� — . DA TE APPRO VED: - �L 3 N" cn 5 Z 0� o M� m >v o � z z c s iv ,IN ���� o W N .._ J "" I I o N T-4 �•�� .. cC, I Ln E m 10 0. oaco m a h N V CO 'ITa 2 X a- rn o e W N 61 yo W > Z �, h ._ > K lb 11) (N m ,. N 4 LQ3 P w D: N I Z Z Z Q v O_ f 1Y W 2 0 Z W (os *4 V ;it .� O 4-)O 0 N % ;� Z r 4 �0 "" t� Z (na Z Q .Q"WL'j, (,�; I'TN � �I^w 00 0 Ilk W Q W Q: 6 6 QQ h., Z llq- Z (/i G; w () Q z Q p V? 0� Q � N � � .0 C� G.i 0 Q � > z o o LLJ o i ( `C I— In d 0- C5, Q w ct� a- 0 0 0 Q SHEET NUMBER C5q 06 SHEET OF 26 35 PF,OJECT NUMBER 03102 SEC.6, TWP. 20 N., RGE. 5 E., W.M. ,SEE SHEET C5. GIB '--I.; N v W t; !, I Ar / SURVEYNOTF SEE SHEETS C7.0.3 AND C7.04 FOR SURVEY CONTROL INFORMA77ON WA TER METER NOTE.- WATER METERS SHALL BE MINIMUM 33/4 - CONFORMING TO STDD, DETAILS L58L-6A AND 6B. SS SERVICE DEPTH NOTE SANITARY SEVER CLEANOUTS TO BE SET AT ELEVA17ON 7 FEET BELOW FINISH FLOOR. INDIVIDUAL PRESSURE REDUCING VAL V£S (PRV'S) ARE REOUIRED FOR EACH LOT AND ARE TO BE INSTALLED EITHER IN A METER BOX ON THE LOT SIDE OF THE WATER METER OR IN THE BUILDING BEING SERVED, AT THE CONTRACTORS CHOICE. SCALE.• 1 " = 20" KEY MAP Lo 0 �. y ,,;• J 0o cv I v � ►, I i� Z W W Z 0 z W W cc U� OLd � Q � Z (ij =Q p N cC Z Li C� o o Z Q o W w > z z Q O Q F W [if 0 01 0 1 Q SHEET NUMBER C5.07 SHEET OF 27 35 PROJECT NUMBER 0,3102 `7zAL ti-�IV5 SEC. 6, TWP. 20 N., RGE• 5 E., W.M. _9FF -SHFFT (...5 n 3 0 v W 2 to Lol _SFF .SHFFT r-5 07 OCT Cf,IFFT rS M, _S!/RVFY Nn TF_• INDIVIDUAL PRESSURE REDUCING VAL VES (PRV'S) o\ Q 3 � cn s W W z 0 , m "� >i�s o Q!�1c3 O 0. 5 w-- m : ..................:.................. ..................... ... .._................................................................................. : .........:.....:...................:.........:.........:................:..................:.......: :::::..;::::::.;..::::::::::::..:. ...............:........... ..... _........_........: ... .. ........ ......... . .... _.. . ........ ....... ...... _ ....... :::::::: . :: : ::::::::: : -: :: ........ 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' ...... - - - - - - - - ' THESE PLANS ARE HEREBY APPROVED FOR CONFORMANCE WITH INESE DRA NCS' CtWFORM TO THE C ACTD CONSTRUCTION RECORDS THESE PLANS E FICA nONS. NAPPRO AL ISU�ALIO FOR ASPERIOD OF 12 THE CITY OF : , , - SP B Y REQUIREMENTS ........ MON OM THE DATE OF SIGNATURE ... ...: ........ TITLE/POSITION. . G . APPROVED I/ED - APPRO _..........._.._. _._.. CONFIRMED BY CITY DA TE DA TE 3tQ'1 CITY IN ER DA 7F Y .. �.. .. ....--- �, _ _ '� ' y % CE N97H DIVISION LA REF FAC 04-0005 ARE APPROVED FOR CONFORMAN AUBURNS ENGINEERING B Y. - C��� I/ED.• bEOMO Q Q t* Q W Q Q W z �' 14 a 0 W" , :) --d- I p 0 1 M 4 -i Ln N �- W ex Z) V) V Z Z Z Q CL I, ciz W W Z 0 Z W v v W 0 0 0 .;� N W 00 0)j Z O k--:z co � ZLc) � � 3 QLki Cri J W N wl (o `1 1 2 -k Z of vW O0 , Q I-- m Q � (ij � 2 o I,: Q� Q �-- N cl� �s � Li C� Cti © O Li > I 2 x QcQ w I- (n <i a- � a. 0 0 0 SHEET NUMBER C5. D8 SHEET OF 20 lag PROJECT NUMBER 03.102 � os%D&Ao%XV47 SEC.6, TWP. 20 N., RGE, 5 El W.M. SURVEYNOTE.- SEE SHEETS C7OJ AND C7.04 FOR SURVEY CONTROL INFORMATION WATER METER NOTE WA IFR METERS SHALL BE MINIMUM J14" CONFORMING TO STD. DETAILS LSBL-6A AND 6B. SS SERVICE DEPTH NOTE.• SANITARY SEWER CLEANOUTS TO BE SET AT ELEVA 17ON 7 FEET BELOW FINISH FLOOR. INDIVIDUAL PRESSURE REDUCING VALVES (PRVS) ARE REDUIRED FOR EACH LOT AND ARE TO BE INSTALLED EITHER IN A METER BOX ON THE LOT SIDE OF THE WATER METER OR IN THE BUILDING BEING SERVED, AT THE CONTRACTORS CHOICE. SEE SHEET C5.03 KEY MAP NOTE.• WATER MAIN THAT PROVIDES LOOPING THROUGH AREA 5, DIV. 2A MUST BE COMPLETED AND IN OPERATION PRIOR TO BEGINNING COMBUSTIBLE CONSTRUCTION WITHIN DIV 2B. SEE THE LAKELAND, AREA 5, DIV. 2A PLANS (FAC NO. 04-0001) FOR THE CONSTRUCTION REOUIREMENIS OF THE OFF -SITE WA TER MAIN. SCALE.• I" = 200 0 10 20 40 Q THESE PLANS ARE HEREBY APPROVED FOR CONFORMANCE WITH THE CITY OF BONNEY LAKE PUBLIC WORKS STANDARDS AND SPECIFICA I701VS. APPROVAL IS VALID FOR A PERIOD OF 12 MONTHS FROM THE DA TF OF SIGNA 7URE CI TY E NEER DA TE Rcwrru uRrinnvv Ucnnflul"liviv r-"wWL{01 fIL1 rnv vT vvvv IN SE DR WI S CONFORM TO THE ACT 0 7RUCITON RECORDS liM PLANS ARE APPROVED FOR CONFORMANCE WITH NE CITY OF AUBURN'S ENGINEERING DIVISION B Y. REQUIREMENTS DA TE• 'L O TI TLE/POST TION.• C - APPROVED B Y CONFIRMED B Y CITY Cl- _ DA TE DA TE APPRO IVED.- y w Q 0 'Amu _ ' o�•� 1 U y d. 04 Vf • � t� L0 6 LN en � Z p W a d u� N N 1` W Z CD = � h co Z v m� z 2 Q a Z W pckz z u, W z 0 z W �1c It V o � �m Z Z, Wo � N O l� �I `o o 4 t4 QWj Q �U)i Q W LQ %4�m W Q � � Q v W o� �Q ZQ NLLJ U © E � cC w > z z O o 3: 0 Q Fn q 0- W 0' 0- C) C) <L SHEET NUMBER CIS.09 SHEET T OF 29 1 35 PROJECT NUMBER 70- T- i �� SEC.6, TWP. 20 N., RGE. 5 El W.M. IRR/GA T/ON AMING 4" SL V INDICATES4"IRRIGA77ONSLEE�f S Lr NOTES.• ¢ 1. THIS PLAN SHOWS THE MINIMUM NUMBER OF SLEET ES NECESSARY W FOR IRRIGATON SERWCE TO PLANTER ISLANDS OTHER SLEEWNG ACROSS SIDEWALKS, DRIVEWAYS, THROUGH RETAINING WALLS, ETC, TO BE DETERMINED BY THE IRRIGATION DESIGN —BUILD CONTRACTOR. • is 2. ALL SLEEKS SHOWN ON THIS PLAN SHOULD BE 4" MIN. O.D. PI'C SCHEDULE 40 PIPE, WITH MINIMUM 15" BURIAL DEPTH, AND SHALL EXTEND MIN. 12" INTO NEARBY PLANTING AREA. CAP AND FLAG AND MARK LOCA77ONS (WI'TH DIMENSION FROM FIXED SITE OBJECTS) ON AS BUIL T SLEEWNG PLAN FOR FUTURE USE. cn a Z NO1F o o ca W EASEMENTS FOR PUBLIC SEWER AND PUBLIC WATER ARE TO BE DEDICATED a h y TO THE CITIES OF AUBURN AND BONNEY LAKE FOR THE FULL WIDTH OF N oc THE PRIVATE ROAD TRACTS: a o x � CL c L 0, cv c Z 00 colei Z m C Z '.3j3y�31a Z Q dj a CL / 1 W Z KEY MAP W W W RECORD DRAWNG CER77FICA77ON THESE D AW�VGS CONFORM TO THE �lJ�1RAC1 , S•dCO 57RUCIION RECORDS B Y. DA 7F• 5 - TI TLE/PO. TION. C - CONFIRMED B Y CITY DA 7F- SCALE.• 1 " = 40' 0 20' 40' 80' W v 0 m I•., ry C9 C:i PROJECT REF FAC 04-0005 7 THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUSURN:S ENGINEERING DIVISION REOUIREMENT5: APPROVED BY DATE APPROVFO: © W z 5 [5 z �g: Q I1 > o o' o ()� a LLj o d o Q SHEET NUMBER C 01 SHEET OF 30 35 PROJECT NUMBER 03.10,2 it J-)r 115, ) 5 Lwt- 3 6 1 v-5 517 IRRIGA RM SLEff M II = = = = = = = = = = INDICATES 4 " IRRIGA 77W SLEEKS L I WS PLAN SY0#5 THE MM" NU OF 2a"WS NELYSSARY FOR 1#M770V.ERWCE TO PLANTER ISZAAVS OTHER SMEWNG ACROSS SWWALKS, URWWA YS THM4Y RETAMNG WALLS ETC, TO BE DE TERMWED BY THE RR) CA 776 W M 70 V- BUIL 9 05 W; WA C 7OR 2 ALL 2EDES S'YOWV CW WS PLAN 9YOULD Mr 4 NAM as PW SOYfMf 40 PPE, WN ANWW 15" 8MWAI DUN AN MALL EXTEND ND MIN 12' NAO ACAON Y PLANMW AREA. CAP AND FLAG AAi9 MARK L OCA 77CWS (WN MEN-76W FRIG/ RXED WE OMCTS) 6W AS E 8M T SMEWNG PLAN FOR FUTURE USIT. eq EAMMS FOR PUWC ZNER AAV PLRIC WA MR ARE 70 SE MWA W 70 7W OWS X AU9UW AA(9 80WEY LAKE f W 7hic- FLU WN X 2 7W PRIWXr RaW NAM 55 51, 60 6? cz IY9 -0 owpu.-.uaommim 30 I/& IV low "0" M, X- Its SCA L E.- 1 40' 0 20' 40' 80' 1 DATE- 777Lf//P09)70V. CL-WRRMED BY C77-Y DA 9/-/^A sot PRo"r firr. FAC 04—OM _ MW MOS AAF 4,9WWV Fa? CCWF"A#ar nw Orr oao/oyav Anzolnwwm APPROWD 8)K. DA X APPROWD.-. LZ9 uj cx Iz, ui Lu mi z z Lu k Q, Q) %.4 Q Q F. < 0 LLJ Lli > z 0 0 ry FA < 0- <a- C) 010 < SHEET NUMBER C7.02 SHEET OF 31 is PROJECT NUMBER A / A/Rr r r ■A/ A/ at: C..0, / vvr ; ev iv,, rrLvz:.:; c., vv,irl. o\ R'6592�n � E-�GREEN WV N� RECORD DRAWING CERTIFICATION DRAW TO THE TION RECORDS B Y. DA TE. T1 TLE/POS1 TION G CONFIRMED BY C1 TY L DA 7E- IN MAP SCALE.• 1 " = 60' 0 30• 60' 120' o• PROJECT REF • FAC 04-W05 THESE PLANS ARE APPROVED FOR CONFORMANCE WTH THE CITY OF AUBURNS ENGINEERING D1WS10N REQUIREMENTS: APPROVED BY: 0.•�-� S DA TE APPRO VED: Lo Z o�;.•�y I co O r; , y• N s--I I a Z N 0 I� 0 p 0 >- W _ co Ol o ' N jx CL 0 N o W co Z m z Q h C'q -.. Z z Q J CL (Z V W W W Z z W W s� Qr< I� Q Ld > L 3 L W �— Uj Q a- o 01 o Q SHEE UMBi. R C7.03 SHEET • OF 35 PROJECT NUMBER 03102 %AO&W .e 10% W%PwIIP06r SFC_ 6. TWP. 20 At.. ROE. 5 E. W. M. O12 G 5J F 1-3 50 14 1 � N11'3g'43,w �g4.8 49 48 4? m 45 44 43 41 �r. N15• 40 J9 3"8 0 J6 NO2'14'49"E ' - 52.03 8.32' -a 1� ,a R=233.00' A=06.09'25 L=25.04' 7� �o W CD N11'19'16"E 94.g� N 00'12 3176.43' KEY MAP SCALE.• 1 " = 60' 0 30' 60' 120' RECORD DRAWINGG CER7IFICA 17ON {ESE DRAWINS ONFORM TO THE PRACTOO i�• I-RUC1 ON RECORDS BYtwmrryl DA TE &5 77TLE/Pos1770N.• P- CONFIRMED BY CITY Ci _ DA 1E• �/ c i •pe7 PROJECT REF FAC 04-0005 THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DI KSION REQUIREMENTS. APPROVED BY: Q04 + . S DA TE APPRO VED: I �syt Ili p 04 N I Ln a Z O_ co �- W � a 00 V Cie O k a u- vi N W Z co � , ! h co O Z N m � Z Z J CL- (Z V " W 0 Z W W Z Z W W O� Qr Q z Z Q N C7 w Z o o O �C w > w 0 3�: 0' �n Q 0- w o' 0_ C) 01 0 1 4 SHEET NUMBER C7.04 SHEET OF 33 35 PROJECT NUMBER 03102 SEC.6, TWP. 20 N., ROE, 5 E., W.M. MAILBOX CLUSTER WITH 3 TYPE 111 CBU S (16 DOORS PLUS 2 PARCEL LOCKERS) TO SERIF UNITS 16-57. 5.0 B rAA CITY OF AUBURN POSTMASTER APPROVAL APPROVED BY 77TLEIPOS/T10N.• DA TE APPROVED.• RECORD Dlr'"NG CERAFIC4110N ESE DRA ONFORM TO THE ACT TRUC701V RECORDS B Y. DA TE.• TI TLE/POSI TION.• �� • CONF/RMED B Y Cl TY DA TE.- �s z� o , Fnz > co KEYMAP � Z 0 SCALE.• 1 " = 40' 0 20' 40' 80' r/�dJ 4/ PROJECT REF. FAC 04-0005 N, ESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIWSION REQUIREMENTS. APPROVED BY: DA TE APPRO WED: �ICIN > o�;•, y I • N• I 4r: t7 1 X cn Z a Q � � C L N a W co Z � N co Z Q 2 Q J CL V ' W � Z W W Z Z W L4 ry� CJ C7 " Z � J O Q W > � 3: D' Q Q W D SHEET NUMBER C7.05 SHEET OF 34 35 PROJECT NUMBER 03.102 N 'r ,29 - � , / d� s SEC.6, TWP. 20 N., RGE. 5 E., W.M. X" _ EWRGREEN WA Y5 E. s . ..... ,...:., ... s: . s: Ar 170 1?5t .?9 Z�I? lls ` I LQ ud I I Flo 3 I I s y J0 I �of ..................... I .,, y I 1 SAP SCALE.• 1 " = 40' 0 20' 40' 80' CITY OF AUBURN POSIINASMR APPROVAL APPROVED BY TI TLEIPOS177aV• (0n ✓ &24 f -�;Ce DA TE APPROVED: RECORD DRA►MNG CERTIFICATION THESE DRAWNGS CONFORM TO THE COW7RACT :5 CONSTRUC77ON RECORDS BY d DA TE- TITLE/POSITION.' �•'�. CONFIRMED B Y CITY_ DA TE.- •'/ vi47 PROJECT REF FAC 04-0005 THESE PLANS ARE APPRO1 ED FOR CONFORMANCE WITH THE CITY OF AUBURNS ENGINEERING DIWSION REQUIREMENTS. APPROVED BY.- -gvu--�5-&Uv - DA TE APPRO VED.• s � � o� 3 cn o o� s >� h W �u q lbzl— N Q •°°( ��i O �} J N Q° h� I rj Lid a Z K o p ccR W N u ck: v o D # k Z) s L NLn 3co z � L � v a Z m � Z Z Q a W © _Z Qz ui W Z 0 Z W � W • Q� Q�Z, `4 `) o coz �cr)� 47-4;q.w W *4 Qj cc Lli U^ � Q � Z Q j VLi �? O Lij () � � Qr- Fn Q a d w 0� D 01 o Q SHEET NUMBER C7.06 SHEET OF 35 35 PROJECT NUMBER 03.102 KEYN 9 A Ito] TWAAP I it .1ru - 4p, ;I - A ir FOR AREA 5 @ DIVISION 2B LANDSCAPE NARRATIVE THE INTENT OF THE PLANTING DESIGN WILL BE TO PROVIDE A VISUALLY INTERESTING AND AESTHETICALLY PLEASING LANDSCAPE THAT HARMONIZES WITH THE ADJACENT STREETSCAPES AND SURROUNDING NEIGHBORHOODS. EMPHASIS WILL BE PLACED ON PLANTS THAT DEMONSTRATE DROUGHT TOLERANCE, ARE EASILY MAINTAINABLE, PROVIDE FOUR SEASONS OF INTEREST, AND THRIVE IN THE PUGET SOUND CLIMATE. WHERE NEEDED PLANTS WILL BE USED TO SCREEN OUT INCOMPATIBLE OR UNDESIRABLE VIEWS, CREATE PRIVACY, REDUCE THE VISUAL SCALE OF BUILDINGS, AND SHADE PARKING AREAS. THE MAJORITY OF PLANTS WILL BE CHOSEN FROM THE LAKELAND SOUTH MASTER LANDSCAPE PLAN PLANT LIST, APPENDIX A. SINCE THIS DEVELOPMENT APPEARS AND FUNCITONS AS A SINGLE FAMILY STYLE NEIGHBORHOOD, WE HAVE SELECTED INTERNAL STREET TREES FROM THE SINGLE FAMILY TREE LIST INCLUDED IN THE MASTER LANDSCAPE PLAN FOR LAKELAND SOUTH. SHEET INDEX TS.0 COVER SHEET 1-1.0 OVERALL LANDSCAPE PLAN L1.1 LANDSCAPE PLAN ENLARGEMENT 1-1.2 LANDSCAPE PLAN ENLARGEMENT L1.3 LANDSCAPE PLAN ENLARGEMENT 1-1.4 LANDSCAPE PLAN ENLARGEMENT 1-1.5 LANDSCAPE PLAN ENLARGEMENT L1.6 LANDSCAPE SCHEDULE AND DETAILS L2.0 SITE DETAILS L2.1 SITE DETAILS PROJECT NO. FAC THIS PLAN SHEET REFLECTS THE CITY OF AUBURN MINIMUM LANDSCAPING REQUIREMENTS Approved By: Date Approved: a Id V I o� a� �y co a Z�NC.9 � u.P iV yN Z ®� W 0 I� v wz J � T V U Z p = � Cn ti(1) p m< Zw z Q A w a QJ STATE OF W4ALANA�N N MAR CERTIFICATE NO. 321 Scale- Date- 2/16/04 Drawn By. JTN/AE Checked By- NPH Revisions. PERMIT SUBMITTAL 2/16/04 PERMIT PESUBMITTAL 3/12/04 SHEET OF '1 10 T'S01O Sheet - osv►e2.47 MONk ENT BIfsN UNDER 5EPARATE FEWIT 9 OPEN FENCE AND COLUM 4PEDESTRIAN GATE UU TRELLS uJ i' HT. CM WILL 4e I .4a 11 4-1 + j -4E5 j I .4, I L----J L---J L---J L---J L---J mw 7No FAC0,4 W5 THIS PLAN SHEET REFLECTS THE CITY OF AUBM MINIMUM LANDSCAPING REQUMEMENTS Approved By: Date Approved: O✓ I •0 T Ta 445 i=L,4N IS FOR GODS SUSI"IITTAL TO GOVERNING JJR15DICTIONS 4ND IS NOT FOiR BIDDING OR CONSTRUCTION. 0' 30' 60' W 180' NORTH SCALE lips 60'-0' OVERALL LANDSCAPE PLAN -7 5 aw s� III C~/i�ta Z � O O N N o0 � W � N N N Z S J d W O wZ 0 t— 0 () _Z c) Ln m LL (n c) Q U zw z A w *4 MS W U) J a w u� STATE C7F WASH REG RED HIT CT MARK ALAN WOMAN CERTIFICATE NO. 321 Scale. 1"=60'-0" Date- 2116/04 Drawn By- JTN/AE Checked By- NPH Revisions - PERMIT SUBATTAL 2/16/04 RMIT RES1BWTTAL 3/12/04 SHEET OF 2 10 L1.0 Sheet.- 11 06b/817 Fv MONUMENT 5IGN UNDER 5EFARATE PERMIT OPEN FENCE Lea AND COLUMN PEDESTRIAN GATE W/ TRELL15 6' HT. CMU WALL Vi BACKYARD LAND5GAFE 5r HOME OWNER, T*rf=. I LANDSCAPING 5ETLUEEN GUR5 AND 511DELUAL< AL01%* EVEWaREEN WAT' 51' OTC-4ERS. A -t 9% A 7 04�q F'*� RNIM gap 71 MOW 0 'w4w W-76O JIM T 10- V 4k iPA" fff 4W I WIRY' t lip w V "'Z; -WA A llAgZa0g; ii, 0 40 4 4 4111- MkIll 31 Z- -or II ........ .... c: )t�z' 0 4,41 MAIL50v/ Trf= 5TREET LIG, 29 ro' HT. e+4,4D 04 FENCE, Trf=., REAR AND 2.0 SIDE YARDS, T 4fZ7 oe� + 28 .Sr 4A. �27 40 26 y. PROJECTNO. FAC04-0005 THIS PLAN SHEET REFLECTS THE CITY OF AUBURN MINIMUM LANDSCAPING REQUIREMENTS Approved By: Date Approved: f2 Dq X. KEY MAP 0' V 2a Ql 60' T�415 I=LAN 15 FOR CODE 5U5rllTT,4L TO GOVERNING JUR15DlCTlON,5 AND 16 NOT FOR 5IDDING OR C;ON5TRUC;TlON. t lUs ff a' SC&E ra 2(Y-O' LANDSCAPE PLAN ENLARGEMENT STATE OF S a cals- faw-r Date- 21*" Drawn By- JMAE CtwckOrd fly- W" Rev'ons- -PE2WT S-BWTTAJ- M04 FEWIT 2ESJRW7AL 3/12/ 3 1 10 L I A Sh"t#1 4 - W f Co kz 'p O ♦� 0, aL �v ro ..vim ~ E ar e i . ,e,.,•►`-�,,..rY'�,� rim Ma- t . 1 . ♦ ba A -� r �r 14: db fiAPIV VS. e q � aw.�� 'i101 a ' +�� tJ • • • �� ��!� =-�,,,,�� �.� � — � _ - .� it !�r ��---..�a►;� v� .ro � �� �. • '� • ' /.; , ' �' ` �' ,'. ��� 'ram+ w�-eAf,3r a ob� �914♦ 4,UtLX 4,,t'•• k� .wru �,, a ,! loa- ICA Al 6,71-400 IL Affi J ��r owl ���, �,Alt � "�;�.`����� ,s� �• .�� "� � _ _ All ' !;o, , �� rx- vr. , a _ v J� P.ivi'♦ �.s. ��♦ M��4rf 47.jG � to ' A �/A E e a A10ri i +ff 0 d cnz ncom � Q i >w« DSDIf! a. T— {If ,04 WVAF IF AA � boo #Ww ��ss1n. r �s, Q It �► 'ter cud. � AWN =Wor OW kOA, 710- - *�►it A .�,p a a aril.►- "3'W` "� fir. !' �"� „ • , ,a#' t T ;»4 416 4 wiz, �0 1 ! DO;X ! • � . . �� �rttTa�1`l' N; a� � � Ilk .fi r r� ,b� Vol TaT- .t c •WWmt �T�i�T� ��I�I• D� y i -00 • Alm �IV►ij: 00 0000 NEEDL.3 � • � ;. , S0000 MNOTOO•''' � 5 �8 00 0000100 to 1*0 00 00 00 r� 00 A 100 100 101 102 00 i .fit Y �lof, 4 Aq- +Qa mp �1 A �—X /y ;•+ � x xN VWIN O -- 4, 11 ,�,� ice" a .,.. �,► .��.'' '"��t`1► � ^a !► V i r r•{�C�9�,�: (erg' • ,.���{T �lk� t!»►s � -� i. My +¢: ..,�'fp� !<. � �..��f� LAW ova MOSCOW 41 . '►?. awtis♦ of �A —s '1.� - s- ri �X __ �,>�,�. �e �1� ,. �• ^�. $:a- � ,� '+� � � �€ v � to � �, .�, � � • „, ice, °��'� � ,,� � � *j�. � ��;� `r►f"�,��'1 �`,' , ► �y���. o � ,� � <. � � � * # � .i' �* f � c � {m u � � �,� ♦�.,„�C ... '�� ��-. � �r�x.�+' ,may. -. `� 'lfy P;� ��� F�. ��,�1 i•""-.'�� u�s` *.. .,,�M.. =�'`!'��e 4� 'x' �s � s��� t`pi/ i�' �,`�':s `r...����0` 4'�.. �` ��, k� °�". ,'":.' °W �v - � c4 � ► ///1�,. �,� ,,�����i iI .� i►t* .:gip ,r � '"'�I .,, � � �. II � ..Now Iop wgr 010401100151 it will az t �► T�,ill °* M, +!i �• = L' � •. � ��� � : � ��'.f � � �► - . � 4��� �, • ' ` ��4: �``�~+� �`'�` �� 'tea• 'k ,�� ,�� -. �� 1 ���'`'t�"'a r•.►` �►• "C :r-- OWIN `er ���� `„yam ��!«!VK �_".' �' � �� �f �w!• � �,f 10 Lin MAIL50X, T`► F. .: �1r • i► T T , REE LIGHT, , � • •` • Y • • y ~ •• 0 PROJECT N0. F"AC0 005 THIS PLAN SHEET REFLECTS THE CITY OF AUBURN MINIMUM LANDSCAPING REQUIREMENTS Awed By: 2� Dae Approved: 057, /7 • 04 r wo V, Aj, ZU 41j, bu, T�415 PLAN 15 FOR CODE SU5i11TTAL rff"� 1111111111 1 TO GOVERNING JURISDICTIONS AND 15 1�u NOT FOR 51DDING OR CONSTRUCTION. NORTH SCALE 11= 201-01 LANDSCAPE PLAN ENLARGEMENT 10 L l . sh"t. Q MATCHLINE SHEET L1.2 S:�, 4f 00" RA A—IPI,04v so mwm — -- -- -7!F--7777 (o ' �7. ARD 5ACKiAR�) LAND5GAPE 552 FENCE, 7*�F, REAR 4z AND 554 5*� HOME OWNER, TYf=. 550 552 _r \N-"-/ 1 11llllllllllllll 111111111111111111tillillilill NOFffH SCALE r= 20'-0' PROJECT No. FAC040005 THIS PLAN S= REFLECTS THE CITY OF AUBURN MINIMUM LANDSCAPING REQUIREMENTS AWoved By: �f4 Date Approved: THIS FLAN 18 FOR CODE SU51'"11TTAL TO GOVE�IING JURISDICTIONS AND 15 NOT FOR OR CONSTRUCTION. LANDSCAPE PLAN ENLARGEMENT ow WIX coo woo moo > _j J F-; z X co 0 l< U z W a cr U. CD M04' -Date- Drawn B JTWJAE r. PEWIT &JBMITTAL 2/16/04 •,ERMJT RE&BMITTAL 3/1204' 1% Ask Alsk � --m C" 5�2 e 7 _1�_ "/.� LANDSCAPE SCHEDULE (Symbols are shown at 20 scale.) Symbol Botanical/Common Name Minimum Size and Condition Right of Way Street Trees: Fraxinus americana'Junginger' 2" cal., 10-12' ht., well-branced, B&B, spacing as I Autumn Purple Ash shown on plan. Deciduous Trees: Pyrus c. Chanticleer' 2" cal., 10-12' ht., well-branced, B&B, spacing as shown on O Chanticleer Flowering Pear plan. Upsize to 3-1/2" at entry median, where noted on plan. Acer rubrum'Bowhall' 2" cal., 1U-12' ht., matched specimens, full, well -branched Bowhall Columnar Red Maple above S ht., B&B, spacing as shown on plan. + Fraxinus pen nsylvan ica 'Summit' 3-4" cal. specimen where noted on plan, 12-14' ht., Summit Ash full, well -branched above 6-T ht., B&B. Betula jacquemontii 2-1/2" cal., 10'-12' ht., full, well -branched, B&B, Jacquemontii Birch spacing as shown on plan. Cercidiphyllum japonicum 2" cal., 10'-12' ht., well-branced, B&B, spacing as Katsura Tree shown on plan. Acer circinatum 1-1/2" cal., 8-10' ht., or multi -stemmed, min (3)1" trunks, Vine Maple well-branced, B&B, spacing as shown on plan. Acer ginnala'Flame' 1-1/2" cal., 8-10' ht., or multi -stemmed, min (3) 1" trunks, Flame Maple well-branced, B&B, spacing as shown on plan. Cornus kousa 1-1/2" cal., 10-12' ht., well-branced, B&B, spacing as shown Kousa Dogwood on plan Malus'Snowdrift' Snowdrift Crabapple 1-1/2" cal., 10-12' ht., well-branced, B&B, spacing as shown on plan. Parrotia persica Persian Parrotia 1-1/2" cal., 10-12' ht., well-branced, B&B, spacing as shown on plan. Prunus y. 'Akebono' 2" cal., 10'-12' ht., well-branced, B&B, spacing as shown on Akebono Flowering Cheny plan. Prunus cerisifera 'Newport' 2" cal., 10'-12' ht., well-branced, B&B, spacing as shown on Newport Flowering Plum plan. Acer rubrum 'Frankred' 2" cal., 10'-12' ht., well-branced, B&B, spacing as shown on Frankred Maple plan. Prunus c. 'Thundercloud' 2" cal., 10'-12' ht., well-branced, B&B, spacing as shown on Purple -Leaf Plum plan. Evergreen Trees: Chamaecyparis obtusa 5-6' ht., all trees to be full and bushy to base, B&B, spacing Hinoki Cypress as shown on plan. Pinus contorta Shore Pine 7'-8' ht., all trees to be full and bushy to base, B&B, spacing as shown on plan. Thuja p. 'Fastigiata' 8'-10' ht., full and bushy to base, B&B, spacing as shown on Hogan Cedar plan Pseudotsuga menziesii 7'-8' ht., full and bushy to base, B&B, spacing as shown on Douglas Fir plan. 0 Pinus nigra 7'-8' ht., full and bushy to base, B&B, spacing as shown on Austrian Pine plan. Q Calocedrus decurrens 7'-8' ht., full and bushy to base, B&B, spacing as shown on Incense Cedar plan Thuja o. 'Smaragd' 4'-5' ht., full and bushy to base, B&B or coot., spacing as Emerald Green Arborvitae shown on plan. Shear tops as directed after installation. ® Pinus sylvestris 'Fastigiata' 8-10' ht., full and bushy to base, B&B, spacing as shown on Scotch Pine plan. Lauae Shrubs Rhus typhina 4' ht., multi -stemmed, min (3) stems, well -branched, (or use (D Staghorn Sumac 2 - 3 to make one full plant) B&B, spacing as shown on plan. Cornus stolonifera'Variegata' 18-24" spread/ht., full and bushy, min. (4) strong canes, B&B Red twig Dogwood or Cont., spacing as shown on plan. O Cotoneaster lacteus 21-24" spread/ht., full and bushy, min., B&B or Cont., spacing Parney Cotoneaster as shown on plan. O Cotinus coggygria 'Purpureus' 36" ht., full and bushy, B&B or Cont., spacing as shown on Purple Smokebush plan. O Euonymus alata 'Compacta' 24-30" ht., full and bushy, B&B or Cont., spacing as shown Compact Burning Bush on plan. Ga Camelia japonica 24-30" ht., full and bushy, B&B or Cont., spacing as shown Camelia varieties on plan. Select white or pink varieties, mid -season to late flowering times. Harnamelis intermedia'Diane' 18 - 24" ht., full and bushy, B&B or Cont., spacing as shown Diane Witch Hazel on plan. Prunus schipkatensis or lusitanica 24-30" ht., full and bushy, B&B or Cont., spacing as shown Schipka or Portugal Laurel on plan. Hydrangea quercifolia 18-24" ht., full and bushy, B&B or Cont., spacing as shown Oakleaf Hydrangea on plan. RI Rhododendron 'Unique' 24-30" spread, full and bushy, B&B or Cont., spacing as Unique Rhododendron shown on plan. Upsize where noted. 0 Juniperus virginiana'Skyrocket' 4 - 5' ht., full and bushy to base, B&B, spacing as shown on Skyrocket Juniper plan. Upsize where noted. o Taxus media'Hicksii' 36" ht., full and bushy to base, B&B, spacing as shown on Hick's Yew plan. Upsize where noted. 0 Viburnum plicatum tomentosum 30-36" spread/ht., full and bushy, B&B or Cont., spacing as Doublefile Viburnum shown on plan. O Ribes sanguineum 24 - 30" ht., full and bushy, B&B or Cont., spacing as shown Red Flowering Current on plan. O Syringa vulgaris 42" ht., full and bushy, B&B or cant., spacing as shown on Lilac French Hybrids plan. ® Arbutus u. 'Compacta' 18-24" ht., full and bushy, B&B or Cont., spacing as shown Dwarf Strawberry Tree on plan. Nandina domestica'Compacta' 24"-30" ht., full and bushy, B&B or Cont., spacing as shown Compact Heavenly Bamboo on plan. LANDSCAPE SCHEDULE CONT. SITE AMENITIES LEGEND Symbol Botanical/Common Name Min. Size, Condition, and Remarks SHADOWBOARD FENCE x x Medium Shrubs: @ Osmanthus delaveyi 21-24" ht., full and bushy, B&B or cont., spacing as BOULEVARD FENCE De/avey Osmanthus shown on plan. � TRELLIS © Pieris j. 'Forest Flame' 21-24" ht., full and bushy, B&B or Cont., spacing as Forest Flame Pieris shown on plan. 6' HT. CMU SCREENING WALL ® Rhododendron'PJM' 21-24" ht., full and bushy, B&B or cont., spacing as PJM Rhododendron shown on plan. �] PEDESTRIAN GATE W/ TRELLIS ® Viburnwn tinus'Spring Bouquet' 21-24" ht., full and bushy, B&B or cont., spacing as --__------OPEN FENCE AND COLUMN Spring Bouquet Viburnum shown on plan. ® Prunus laurocerasus 'Zabeliana' 21-24" spread/ht., full and bushy, B&B or cont., ENTRY MONUMENT - UNDER Zabel Laurel spacing as shown on plan. SEPARATE CONTRACT/PERMIT O Cistus hybridus 21-24" spread, full and bushy, B&B or cont., White Rockrose spacing as shown on plan. I MEDIAN WALL 0 Ilex crenata 'Convexa' 21-24" spread, full and bushy, B&B or cont., Compact Japanese Holly P P y spacing as shown on plan. WALL WASH - HADCO ® Mahonia aquifolium 21-24" spread, full and bushy, B&B or cont., ARCHITECTURAL FLOODLYTES, Oregon Grape spacing as shown on plan. MODEL # WA3, HF, 70W MH, Low/ Medium Shrubs: HORIZONTAL FLOOD, (253) 272-4467 O Abelia g. 'Frances Mason' 18 - 21" spread, full and bushy, B&B or cont., UPLIGHT - HADCO ARCHITECTURAL Francis Mason Glossy Abelia spacing as shown on plan. FLOODLYTES, MODEL # WAM 1 (A), 120 CA ® Rhododendron 'Ramapo' 15-18" spread, full and bushy, B&B or cont., V, 75W T3. LINE VOLT, BLACK FLOOD Rhododendron spacing as shown on plan. LIGHT WITH LAMP SHROUD (253) 0 Pinus mugo 'Mugho' 15-18" ht./spread, full and bushy, B&B or cont., 272-4467 Mugo Pine spacing as shown on plan. ® Rhododendron 'Cilipinense' 12-15" ht./spread, full and bushy, B&B or cont., OUTLET BOX - INSTALL WATER RESISTANT OUTDOOR OUTLET Cilipinense Rhododendron spacing as shown on plan. ® Spiraea b. 'Anthony Waterer' 15-18" spread, full and bushy, B&B or Cont., -' Anthony Waterer Spiraea spacing as shown on plan. /� \ PATH LIGHT - HADCO NIGHTLIFE, 51 o Spiraea bumalda 'Froebelii 18-21" spread, full and bushy, B&B or Cont., � I MODEL #R39-K, WITH, 24" STEM, MODEL 100W Froebelii Spiraea spacing as shown on plan. #S24-K, LINE VOLT 120V, LAMP, p Viburnum davidii 15-18" spread, full and bushy, B&B or Cont., _ GARDEN GREEN PAGODA PATH LIGHT u David Viburnum spacing as shown on plan. (253) 272-4467 u o Erica carnea'Winter Beauty' 1 gal. cont., full and bushy, spacing as shown on STREET LIGHT LL Winter Beauty Heather plan. - u ® Sarcococca ruscifolia 18-21" spread, full and bushy, B&B or Cont., ® MAILBOX v Sarcococca spacing as shown on plan. 0 Escallonia 'Newport Dwarf 18- 21" spread, full and bushy, B&B or cant., Newport Dwarf Esca/lonia spacing as shown on plan. LAKELAND MASTERPLAN PLANTING GUIDELINES ® Berberis t. 'Crimson pygmy' 12"A 5" ht., full and bushy, B&B or cunt., spacing as Crimson Pygmy Jap. Barberry shown on plan. 1. Landscape Contractor will verify site conditions for grade, shape and layout prior to O Leucothoe f. 'Rainbow' 15-18" spread, full and bushy, B&B or Cont., starting work. Notify Owner of modifications prior to construction. Rainbow Drooping Leucothoe spacing as shown on plan. Azalea 'Everest' 15-18" spread, full and bushy, B&B or Cont., 2. Landscape Contractor shall maintain all landscape areas until final approval and - (p White Azalea spacing as shown on plan. acceptance by Owner. Nandina d. 'Gulf Stream' 15 - 18" height, full and bushy, B&B or cost., 3. The Owner shall guarantee all tree and shrub material for a minimum of one (1) year Gulf Stream Heavenly Bamboo spacing as shown on plan. from date of acceptance. This period shall include at least one complete growing Prunus I. Otto Luykens ++ 18 - 21 spread, full and bushy, B&B or Cont., season (May through September). All parties shall agree upon an end date at the beginning of the guarantee period. Otto Lu ken's Laurel y spacing as shown on plan. a. All plants, planting and seeding activities shall conform to normal landscape industry o Cornus stolonifera 'Kelseyi' 12"A 5" spread full and bushy, B&B or coot., standards. CE Dwarf Red Twig Dogwood spacing as shown on plan. b. All plants shall be nursery -grown, and shall be containerized, balled and burlapped ® Ilex crenata 'Green Island' 12"A 5" spread full and bushy, B&B or cost. or bare root. c. Plants shall be healthy, vigorous, and free of defects, disease and all forms of Green Island Japanese Holly spacing as shown on plan. infestation. Euonymus j. 'Microphylla' 12"A 5" spread full and bushy, B&B or Cont., Box -Leaf Euonymus spacing as shown on plan. 4. Minimum tree sizes upon installation shall be based on the following dimensions. Rosmarinus o. 'Majorca Pink' 12"A 5" spread full and bushy, B&B or Cont., Caliper dimensions for deciduous trees are measures at 6 inches above the ground for trees that are grown on their own roots (not grafted). The measurement for grafted Rosemary ry spacing as shown on Ian. p 9 P trees is taken at 6 inches above the graft. Lavendula stoechas 12"A5" spread full and bushy, B&B or Cont., 0 Spanish Lavender spacing as shown on plan. 5. Existing site soils may be used with approved topsoil for backfilling plant material. Mix ratio shall be: Ornamental Grasses and Ferns: 50% site - 50% imported topsoil Helictotrichon sempervirens 1 gal. Cont., full and bushy, spacing as shown on 6. Topsoil should be 3-way mix from Pacific Topsoil or approved equal. Blue Oat Grass plan. Carex m. 'Variegata' 1 gal. Cont., full and bushy, spacing as shown on 7. Cultivate topsoil into the top 12 inches of soil. Provide topsoil as follows: ® Variegated Japanese Sedge plan. a. Four (4) inches in lawn areas. b. Eight (8) inches in planting beds. ® Miscanthus s. 'Purpurascens' 5 gal. Cont., full and bushy, spacing as shown on Flame Grass plan. 8. Crown of trees should be approximately one (1) inch higher, after settling, than Pennisetum a. 'Hameln' 1 gal. Cont., full and bushy, spacing as shown on adjacent grade. Dwarf Fountain Grass plan. 9. All trees and shrubs shall be top dressed with Osmocote (14-14-14) or approved Polystichum munitum 1 gal. Cont., triangular spacing, full and bushy, equal. Apply per manufacturer's specifications. Western Sword Fem quantities as noted on plan. 10. Tree and shrub planting pits shall be three (3) times the diameter and one and one Photnrlum t. 'Maori Queen' 5 gal. Cont., full and bushy, spacing as shown on half (1-12) times the depth of the rootball. New Zealand Flax plan. 11. Finish grade should be six (6) inches minimum below building finish floor elevation Seasonal Color 50% 1 gal. cunt. @ 15" o.c. triangular spacing and (adjacent to building slabs). 50% 4" pots @ 9" o.c. triangular spacing. Varieties 12. Finish grade should be one-half (1/2) inch below finish paving surface in adjacent to be determined by owner's rep. at the time of lawn areas and one (1) inch in shrub areas. planting. 13. Retain positive drainage, maximum 3:1 slope, away from all trees and building. Seeded or Sodded Lawn See specifications 14. All shrub and groundcover areas shall receive two (2) inches of Pacific Topsoil CompMulch or approved equal. LANDSCAPE NOTES: 15. Seed or sod lawn areas with approved mixture (see below). Seed all areas disturbed by construction activities. a. For seeding, apply the following mix at a rate of six (6) pounds per one -thousand 1.) ALL ORNAMENTAL LANDSCAPE AREAS AND SEEDED LAWN AREAS WILL BE (1,000 square feet: 407. Creeping Red Fescue, 20% Kentucky Bluegrass, 10% Velvet Bentgrass + 30% WATERED WITH A BIDDER DESIGNED, WATER -CONSERVING, AUTOMATIC IRRIGATION Penfine Ryegrass. SYSTEM. 16. Fertilize lawn areas with Lily Miller 'Royal Green' optimum soil supplement (19-3-16) 2.) INSTALL 2" DEPTH SPECIFIED BARK MULCH IN ALL NEW LANDSCAPE AREAS. and(12-4-8) controlled rel2pse granular fgrm with 50% nitrogen from OF installation. Rate of fertilization per a shall be deined by the soil testing. 3.) PROVIDE A 2' MULCH CIRCLE AROUND ALL TREES PLANTED IN LAWN AREAS. 4.) WHERE GROUNDCOVER IS TO BE PROVIDED, INSTALL AT SPECIFIED SPACING, INCLUDING UNDERNEATH TREES AND LARGE SHRUBS. 5.) REFER TO SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. . t�i0 5'�b5r(t'Tu1b�S IIJ SIZE t�%O�- Mh1�fil..S w�b WRIi �-�'"tlS�� DF L..A . 4 QN ri u u u u u co BROADLEAF TREE 1/2 DIA. BLACK RUBBER H05E 12 GA. WIRE (3) 2X2 HEM -FIR 5TAKE5 INTO SUBGRADE 5PECIFIED MULCH FINISH GRADE PULL BURLAP OFF TOP 1/3 OF ROOTBALL IMPORT TOPSOIL (SEE 5PECS) UNDISTURBED NATIVE SOIL OR COMPACTED PLANTING BACKFILL BREAK UP 51DE5 AND BOTTOM OF PIT Deciduous Tree Plantini nts 2X2 HEM -FIR STAKE DRIVEN TO REFUSAL SECURE TO TREE WITH (2) STRANDS NURSERY- MAN'5 TAPE POINT TOP OF STAKE TOWARD PREVAILINCs WIND SPECIFIED MULCH FIN15H GRADE IMPORT TOP501L (SEE 5PEC5) PULL BURLAP OFF TOP 1/3 OF ROOTBALL PLANTING BACKFILL UNDISTURBED NATIVE SOIL OR COMPACTED PLANTING 5ACKFILL BREAK UP SIDES AND BOTTOM OF PIT. Coniferous Tree Planting nts Shrub Plantin nts PLANT 5HRU55 AT SAME GRADE AS NURSERY FOLD BACK OR REMOVE BURLAP FIN15H GRADE SPECIFIED MULCH IMPORT TOPSOIL (SEE SPECS) PLANTING BACKFILL 545 OR CONTAINER AS SPECIFIED UNDISTURBED NATIVE SOIL OR COMPACTED PLANTING SACKFILL PROJECT No. F'AC04-0005 THIS PLAN SHEET REFLECTS THE CITY OF �� AUBURN MINIMUM LANDSCAPING / r5 REQUIREMENTS �/ Approved By: q 1--1� 1 l' Date Approved: 0"51? 04 T�-115 FLAN 15 FOR CODE SUBMITTAL TO GOVERNINCz JURI5DICTIONS ,AND 15 NOT FOIR BIDDING OfR CONSTi2UCTION. LANDSCAPE SCHEDULE & DETAILS U co z Cy"' N � M oc N N ~ Z Z CO* �+W U J momw Z � Q J H T U V 0 z 0 Lo = LL, � U) Cn 0 <C Q WO.Z J ILO W 0 J Q STATE OF WASHI N RE D IT CT I MAID( MAN 1 1 CERTIFICATE NO. M Scale- AS NOTED Date- 2/16/04 Drawn By- JTN/AE Checked By- NPH Revisions - PERMIT SUBMITTAL 2/16/04 PERMIT RESUBMITTAL 3/12/04 SHEET OF 8 10 L 1.6 Sheet- OSD 181.E F 2X4 TOP RAIL 1X6 FRONT TRIM, 2X4 BACK TRIM 1X4 FENCE PLANKS BUTT EDGES TOC 4X4 LINE POSTS, 4X6 END, CORNER 1X4 FRONT TRIM, 2X4 BACK TRIM FINISH GRADE, 3" FROM BOTTOM R 4" MAX 2" MIN POSTS @ 8' 0. C. +/- (MAINTAIN UNIFORM SPACING BETWEEN POSTS) SLOPE TOP OF FENCE 1 ^1.1 AllCf ETHER w POSTS CLEAR AIL, TYP., . 12" DIA CONC. FOOTING, ALONG LINE POSTS, 18" DIA O CORNERS AND ENDS, TYP, NOTES 1) ALL POSTS TO BE PRESSURE TREATED LUMBER (LP22), ALL OTHER WOOD TO BE TIGHT KNOT CEDAR. 2) ATTACH RAILS TO POSTS WITH HIDDEN GALVANIZED BRACKET. 3) ALL HARDWARE TO BE GALVANIZED STEEL 4) STAIN ALL WOOD, COLOR TO BE SELECTED AND APPROVED BY OWNER. Tall Boulevard Fence 3/8"=l'-0" OUTER DIMENSION OF PLAT' EQUIiPMENT (2) (PXB P.T. TIMBER, 5ET TOP OF TIMBER LEVEL AND FLUSH, CHAMFER TOP EDGaES 1/2'' ALL AROUND, TYP., DRILL FOR STAKE. PLANTER BED OR LAWN 04 REBAR STAKE, 24'' LENGTH, 4' O.C. MAX AND AT ALL CORNERS, TYP., RECESS STAKE 1/2'' AND INSTALL PLUG, FLUSH TO TOP. PROVIDE FILTER FABRIC BETWEEN PLAYGHIP5 AND SU5GRADE, TYP. SLOPE 5UE3GRADE TO DRAIN 2%, COLLECT AT LOW POINT IN 4" PERF. PIPE. TIGx 4TLINE TO STORM SYSTEM, COORD. W/ CIVIL. 5/8" DRAIN ROCK PLAYGROUND NOTES: MAINTAIN SAFETY FALL ZONE rnNIA111 T IIIITI-4 PI AY �I11i�M=TtIT WOOD PLAYGHIP5 PLAY SURFACE, ALLOW 15'' DEPTH AT INSTALLATION, 12'' DEPTH AFTER COMPACTION. HOLD 1" BELOW TOP OF TIMBER, TYP. 1.) Installation of all playground equipment and protective play surfacing must comply with ASTM Standard F14$7-01 and the U.S. Consumer Product Safety Commission Handbook for Public Playground Safety, revised 1997 version. Installer must be approved by the equipment manufacturer. 2.) Maintenance of all playground equipment and protective play surfacing must comply with A TM t n - Ol and the U.S. Consumer Product Saf S S a dard F1487 ety Commission Handbook for Public Playground Safety, revised 1997 version, for the life of the project. 3.) Layout of playground equipment and protective play surfacing is designed to meet the specific requirements of the equipment models shown on the plans or described in the specifications. Any alterations to the type of play equipment or protective play surfacing shown on the documents will require re-evaluation to ensure all U.S. safety standards are met. Play Surfacing & Edgin nts PLAN VIEW SLOPE TOP OF FENCE TO FOLLOW GRADES POSTS o B' OC. •/• WHERE REQUIRED, TYP. (MAINTAIN UNIFORM SPACING BETWEEN POSTS) � -n - 2X4 TOP +CAI IX6 T.K. CEDAR BOARD, 1/2" 5PAGING N w gz Q Q 4X4 LINE P0575, = w 4X6 END, CORNER POSTS m PLU i 2X4 BOTTOM RAIL .� FIN15H GRADE, 5" CLEAR FROM BOTTOM OF FENG 7YP.,4" MAX., 2" MIN. N :'' ELEVATION 12" DIA. GONG. FOOTING, ALONG LINE POSTS, 18" DIA. NOTES g CORNERS AND ENDS, TYP. I.) ALL POSTS TO BE PRESSURE TREATED LUMBER (LP22), ALL OTHER WOOD TO BE TIGHT KNOT CEDAR. 2.) ATTACH RAiL5 TO P0575 WITH HIDDEN GALVANIZED BRACKET. 5.) ALL HARDWARE TO BE GALVANIZED STEEL. ir 4.) STAIN ALL AOOD, COLOR TO BE SELECTED AND APVD PROEBY OWNER. SECTION 5.) 42'' PENCE AHERE NOTED ON PLAN. Shadowboard Fence B 3/8 1:2 12" -4" I '-61I SIDE SECTION -1 III1 I II =I I -I I 1 2 X4 KAt- It 2X8 J015 8X8 P05 2X& BEAMS —r PLAN VIEW EDGE _ DISTANCE VARIES EDr OF HOU5E OF DOUSE SEE PLAN FOR LENGTH ADJUST P05T 5PAGING AS NECESSARY 4" Ea. Ea. Ea. TYP. 5" ® TYP. TYP. TYP. m - J f7�P' 2X4 RAFTER 2X8 JOISTS 2X6 BEAM 5/8" DIA. THRU BOLT 2X4 TOP RAIL IX6 T.K. CEDAR BOARD, 1/2" 5PAGIN6 &x6 POSTS 2X4 BOTTOM RAIL FINISH GRADE, 5" CLEAR FROM BOTTOM FENCE, TYP.,4" MAX., 2" MIN. III— NOTES —III- I.) ALL POSTS TO BE PRESSURE TREATED LUMBER, ALL OTHER ELEVATION III- WOOD TO BE TIGHT KNOT CEDAR. 2) ATTACH RAILS TO P05TS ^17H 5.) ALL HARDWARE TO HIDDEN VANIZED BRACKET. O BE GALVANI EDSTEEL. 4.) STAIN ALL WOOD, COLOR TO BE SELECTED AND APPROVED BY OWNER. 16 DIA, 56" DEPTH, CONCRETE ROOTING (§ EACH P05T Typical Front Yard Fence & Trellis 3/8"=1'-0" EXPOSE FRONT FACE OF BOULDER SET BOULDERS ON COMPACTED SUBGRADE. SET BOULDERS SO MIN. 6" REMAINS BELOW FINISH GRADE. FINISH GRADE �I,I III1 I A �rji1/ j\ GENERAL NOTES: 1.) BACKFILL ALL GAPS ON SIDES AND BOTTOM TO PROHIBIT MOVEMENT AND MINIMIZE SETTLING. 2.) SET BOULDERS WITH FLATTEST SIDES FACING UP AND TOWARDS PAVING. OWNER'S REP. TO APPROVE PLACEMENT OF ALL BOULDERS. 3.) CLEAN ALL LOOSE DEBRIS AND DIRT FROM BOULDER SURFACES. Low Rock Wall 3/8"=1'-0" 12' 1.2 4" 1 '-6" 510E SECTION III —III— I'�IIIIIIII :`� Il ill_ ° 2X4 RAFTEI 2X8 JOIST 8X8 P05T 2X6 BEAM:, 2X4 RAFTER 2X8 JOISTS 2X6 BEAM 1 MAN NATURAL WEATHERED GRANITE 3-4" TYP. NEW FINISH GRADE BACKFILL WITH TOPSOIL BEHIND BOULDERS TO ACCOMODATE GRADE DIFFERENCE. EXISTING FINISH GRADE COMPACT SUBGRADE MIN. 95% UNDER BOULDER � inOIGC PLAN VIEW DISTANCE VARIES SEE PLAN FOR LENGTH "`NOTE: FOR SIDE YARD ATRELLIS INSTALL 5 POSTS DJUST POST 5PAGING AS NEGE55ARY AT 8' O.G.. AL16N MIDDLE P05T WITH CENTER OF Ea. Ea-, Ea. PATIO leis'tYP. tYPtYP. 5/611 DIA_ HRU BOLT I , r1'-a° 2X4 TOP i f IX6 T.K. CEDAR BOARD, 1/2' 5PACIN& � 6x(o POSTS 2X4 BOTTOM .IRAI } FIN15H GRADE,°pIGIiEAR 12" DRIVEWAY — FROM BOTTOM I F6N il 7YP.,4" MAX., 21 AALKAAY 1 -1II NOTES 1.) ALL POSTS TO BE PRESSURE TREATED LUMBER, ALL OTHER ELEVATION 1_ WOOD TO BE TIGHT KNOT CEDAR. 1. 2.) ATTACH RAILS TO POSTS AITH HIDDEN GALVANIZED BRACKET. 5) ALL HARDWARE TO BE C-ALVANIZED STEEL. 4.) STAIN ALL WOOD, COLOR TO BE SELECTED AND APPROVED BY OWNER. IS" DIA., 56'' DEPTH, CONCRETE FOOTING ® EACH P05T Typical Back Yard Fence & Trellis 3/8"=1'-0" THIS i=LAN IS F-OIR CODE SUBI" 177AL TO GOVERNING JU%'ISDICTIONS AND IS NOT F=Oi;R BIDDING OR CONSTfRUCTION. PROJECT No. FAC04-0005 THIS PLAN SHEET REFLECTS THE CITY OF AUBURN MINIMUM LANDSCAPING REQUIREMENTS Approved By: Date Approved: �J' (�' o4 SITE DETAILS Sd'3NI c ��III■ =� C .-4 e c.� �KN,,c3 cc z_ `�NC7 OOX� LLI ' 7 9=k Z W en C^ to W NNZ J d Z cn W M■■�1 U J Z 0 J �. T U 0LL TZ UN< 0 Q U Z W Q z J W um m (n Q STATE OF WASHI RE D T CT r ALAN CERTIFICATE NO. 321 Scale- PER DETAIL Date- 2/16/04 Drawn By- JTN/AE Checked By- NM Revisions - PERMIT SUBMITTAL 2/16/04 PERMIT PESUBMITTAL 3/12/04 SHEET OF 9 10 L. .O Sheet- V C35D Wo) . FINISH GRADE OF PLANTER STARTS 1" BELOW BOTTOM OF WALL CAP, TYP. STONE VENEER WALL FINISH GRADE, INSTALL STONE 2" BELOW, TYP. CONCRETE FOOTING, TYP SUBGRADE, TYP. SECTION 0 CV 20"x20" PRECAST CONCRETE CAP, CENTER ON COLUMN, TYP. - (2) COLUMN COURSES 2 - 8x8x16 CMU BLOCKS SPLIT FACE FINISH (1 face, 2 ends), COLOR TO BE DETERMINED ao REMAINING COLUMN COURSES 2 - 8x8x16 CMU BLOCKS (STREET SIDE) SPLIT FACE FINISH, (YARD SIDE) SMOOTH FINISH, BOTH SIDES STANDARD GREY COLOR. - 1 \ PLAN VIEW 20"x20" PRECAST CONCRETE CAP, TYP. 2 - 8x8x16 GMU BLOCK 6x8x16 CMU BLOCK 2x8x16CMU CAP STANDARD GRAY COLOR 8'-8" TYPICAL SPACING BETWEEN COLUMNS SEE PLAN FOR LAYOUT /, rill®rVw .III '. WHERE NECESSARY, STEP GRADE AT COLUMNS IN ELEVATION CONTROLLED, 8" INCRIMENTS, TYP. NOTES: 1.) REFER TO DETAIL A 1 SHEET L3.2 FOR STRUCTURAL REINFORCING AND CONCRETE FOOTING SIZE. 2.) SPLIT FACE SIDE OF BLOCKS TO FACE STREET SIDE OF WALL. 3.) ACCENT BLOCK COLOR TO BE DETERMINED BY OWNER FROM LIST OF STANDARD COLOR SELECTIONS. 4.) LOCATE BACK SIDE OF WALL ON LOT LINES UNLESS OTHERWISE NOTED. 6' ht. CMU Wall 3/8"=1'-0" PROJECT ARTWORK (NO TEXT) BY OWNER o f I I PLANTAREER STONE VENEER WALL STONE VENEER COLUMN \ / N FRONT ELEVATION NOTES: 1.) REFER TO STRUCTURAL DRAWINGS FOR COLUMN REINFORCING AND CONCRETE FOOTING SIZE. 2.) LOCATE WALL AND COLUMNS AS SHOWN ON PLAN. STAKE LOCATIONS IN FIELD FOR APPROVAL BY OWNER PRIOR TO INSTALLATION. 3.) GATE STYLE AND COLOR TO BE DETERMINED BY OWNER. Median Wall 3/8"=1'-0" 2x8x16 CMU CAP STANDARD GRAY COLOR TOP COURSE 8x8x16 CMU BLOCK, SPLIT FACE FINISH, STANDARD GREY COLOR (2) COURSES 6x8x16 CMU BLOCK, SMOOTH FINISH, ACCENT COLOR TO BE DETERMINED (7) COURSES 6x8x16 CMU BLOCK, SPLIT FACE FINISH, STANDARD GREY COLOR FINISH GRADE CONCRETE FOOTING TOPSOIL / MULCH SUBGRADE k'4 "6/ SECTION 24"x24" CULTURED STONE FLAGSTONE PIER CAP; CHAMPAGNE COLOR, (AS-1212) CMU COLUMN WITH CULTURED STONE VENEER (BUCKS COUNTY LIMESTONE CSV 2074) SECURELY ATTACH FENCING TO COLUMN. WRAP STONE TO HIDE CONNECTIONS - ORNAMENTAL, OPEN STYLE VEHICLE GATE; POWDER COATED STEEL, OR EQUAL. COLOR TO BE DETERMINED BY OWNER. CMU WALL WITH CULTURED STONE VENEER (BUCKS COUNTY LIMESTONE CSV-2074), AND 12" x 20" FLAGSTONE WALL CAP, CHAMPAGNE (AS-1200) FINISH GRADE INSTALL STONE 2" BELOW FINISH GRADE, TYP. CONCRETE FOOTING, TYP. SUBGRADE, TYP. I r- w 0 J Q ¢� UO FL �:LL - 2 CC LL TOP COURSE OI VENEER TO BE INSTE SOLDIER PATTERN f AT Al U AA=AI CCk1/"L TIl !`AAI 1 COLUMN :T. MOUNT :TAILS TOP COURSE OF COLUMN VENEER TO BE INSTALLED IN A SOLDIER PATTERN AS SHOWN 32"x32" CULTURED STONE FLAGSTONE PIER CAP; CHAMPAGNE COLOR, (AS-1215) SECURELY ATTACH FENCING 30" TYP TO COLUMN. WRAP STONE TO HIDE CONNECTIONS. ORNAMENTAL, OPEN STYLE FENCE; POWDER COATED STEEL, VINYL, OR EQUAL AT OWNER'S OPTION. COLOR TO BE DETERMINED, DARK GREEN, BLACK OR SIMILAR. CMU COLUMN WITH CULTURED STONE VENEER (BUCKS COUNTY LIMESTONE CSV-2074) 8x10x16 CMU BLOCK, TYP FINISH GRADE ELEVATION NOTES: 1.) REFER TO STRUCTURAL DETAILS FOR COLUMN REINFORCING AND CONCRETE FOOTING SIZE. 2.) FENCE COLOR TO BE DETERMINED BY OWNER FROM LIST OF STANDARD COLOR SELECTIONS. 3.) LOCATE FENCE AND COLUMNS AS SHOWN ON PLAN. STAKE LOCATIONS IN FIELD FOR APPROVAL BY OWNER PRIOR TO INSTALLATION. Open Fence and Column 3/8"=1'-0" EQ 5'-0" WALKWAY EQ 28" ✓ a ELEVATION �/ NOTES: 1.) ALL WOOD MEMBERS TO BE TIGHT KNOT CEDAR. STAIN COLOR AND SEAL COATTO BE co DETERMINED BY OWNER. 2.) ALL EXPOSED METAL FASTENERS TO BE PAINTED BLACK. COLUMN 3.) REFER TO STRUCTURAL DETAILS FOR COLUMN REINFORCING AND CONCRETE FOOTING SIZE. SECTION 4.) FENCE COLOR TO BE DETERMINED BY OWNER FROM LIST OF STANDARD COLOR SELECTIONS. 5.) LOCATE FENCE AND COLUMNS AS SHOWN ON PLAN. STAKE LOCATIONS IN FIELD FOR APPROVAL BY OWNER PRIOR TO INSTALLATION. INSTALL STONE 2" 9SECTION BELOW FINISH GRADE, TYP.CONCRETE FOOTING, TYP. SUBGRADE, TYP. 46, NOTCH 1" TO FIT OVER BEAMS (2) 412 BEAMS, ATTACH TO POST W/ 1/2" LAG SCREWS OR MACHINE BOLTS. 1'-6" V-6" 8x8 POST, NOTCH 1" EACH SIDE FOR BEAMS 9 ATTACH 8x8 POST TO COLUMN W/ SIMPSON CB88 OR EQUAL. PAINT BLACK TO M MATCH FENCE COLOR. c� 32"x32" CULTURED STONE FLAGSTONE PIER CAP; CHAMPAGNE COLOR, (AS-1215) ORNAMENTAL, OPEN STYLE FENCE; POWDER COATED STEEL, VINYL, OR EQUAL AT OWNER'S OPTION. COLOR TO BE DETERMINED; DARK GREEN, BLACK OR SIMILAR. CMU COLUMN WITH CULTURED STONE VENEER (BUCKS COUNTY LIMESTONE - CSV-2074). 8x10x16 CMU BLOCK COLUMN, REINFORCE PER STRUCTURAL DETAILS FINISH GRADE INSTALL STONE 2"_' BELOW FINISH GRADE, TYP. — CONCRETE FOOTING, TYP. SIZE AND REINFORCE PER STRUCTURAL DETAILS SUBGRADE, TYP. -- Pedestrian Gate w/ Trellis 3/8"=1'-0" W 0 J ¢ ¢� UO �LL ZO O U- a. 00 w 0 J ¢O U aU) �LL �2 O IC U- �� �ox� q p a tl0 SECTION THIS FLAN 15 FOfR CODE SU5I„1ITT,4L TO GOVERNING JURISDICTIONS 4ND IS NOT FOR B IDD INCH Oil CON5TRUCT ION. PROJECT No. F'AC.04-0005 THIS PLAN SHEET REFLECTS THE CITY OF AUBURN MINIMUM LANDSCAPING REQUIREMENTS Approved By: 5w� Date Approved: 6'i744 SITE DETAILS 19 A g CLO'~ G? M L1 CG Z N � G _ M J � 5 N �N C'+!m �to LLJ fnNZ d Q C^ Im 0 M■■�1 ISM U W J I■� 0 J rNJ z VJ Q V,< u 0 Z � J W �e l< STATE OF WASHNWN RECiNWED T W MARN CERTIFICATE NO. 321 Scale- PER DETAIL Date- 2/16/04 Drawn By- JTN/AE Checked By- NPH Revisions. PERMIT SUBMITTAL 2/16/04 PERMIT RESUBMITTAL 3-12-0 SHEET 10 1Q L22.1 Sheet- osuier47 p F1, t� y 7 y