Loading...
HomeMy WebLinkAbout05D1870SEC. 67 TWR 20 N., RGE. 5 E., W.M. `o/ KEYMAP = ,Uu SHEET C5 �44 AND CITY OFAUBURN GENERAL CONSTRUCT/ON NOTES (CONTINUED ON SHEET C1.03) 1. THIS DEVELOPMENT PRO✓ECT SHALL CONFORM TO THE CITY OF AUBURNS REOUIREMENTS AND BE IN ACCORDANCE WITH THE APPROVED PLANS. ANY CHANGES FROM THE APPROVED PLAN NULL REQUIRE APPROVAL FROM THE OWNER, ENGINEER AND THE CITY. 2. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE "WASHINGTON STATE DEPARTMENT OF TRANSPORTATION (#ED0T) STANDARD SPEC/F/CA TIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION" (2000/LA TEST EDITION) EXCEPT WHERE SUPPLEMENTED OR MODIFIED BY 771E CITYS CONSTRUCTION STANDARDS MANUAL. COPIES OF THE ABOVE DOCUMENTS SHALL BE AVAILABLE AT 771E JOB 517F DURING CONSTRUC7ON. 3 A PRE -CONSTRUCTION MEETING SHALL BE REOUIRED PRIOR TO 171E START OF ALL CONSTRUC7ON. CONTACT THE PUBLIC WORKS DEPARTMENT AT 253-931-3010 TO SCHEDULE A MEETING. 4. LOCA 77ONS SHOWN FOR EXISTING U77LI77ES ARE APPROWMA TE. THE CONTRACTOR /S CAU77ONED 1HA T OVERHEAD UTILITY LINES MA Y NOT BE SHOWN ON THE DRAWINGS. IT SHALL BE THE CONTRACTORS RESPOS181LITY TO DETERMINE THE TRUE ELEVA77ONS AND LOCA TIONS OF ALL UNDERGROUND U77L/TIES AND THE EXTENT OF ANY HAZARD CREA7FD BY OVERHEAD U77LITY L/NES. 7DENTIF/CA 770N, LOCA77ON MARKING AND RESPONSIBILITY FOR, UNDERGROUND FACILITIES OR U77LITTE5,, lS GOVERNED BY THE PROVISIONS OF CHAPIFR 19.122 REVISED CODE OF WASHINGTON (RCW) PROR TO STAR77NG CONSTRUCTION, THE CONTRACTOR SHALL CALL ONE -CALL (1-800-424-5555) FOR U77LITY LOCA77ONS (WATER, SANITARY SEVER, STORM SEWER, GAS, POKER, TELEPHONE AND TELEV9.90N) 5. PRIOR TO 771E START OF CONSTRUC7ON A PROPOSED ROUTE AND SCHEDULE FOR HAULING MATERIAL TO THE SITE SHALL BE SUBMITTED TO 171E CITY FOR APPROVAL. /F THE CITY BELIEVES 7HA T THE PROPOSED HAUL ROU7F WILL ADVERSEL Y IMPACT THE SIRES NETWORK, HAULING MAY BE LIMITED TO APPROPRIATE OFF-PEAK HOURS OR ALTERNATE ROUTES. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PUBLIC SAFETY ON AND AROUND THIS PROJECT PRIOR TO THE START OF WORK, ALL METHODS AND EOU/PMENT USED FOR TRAFFIC CONTROL AND STREET MAINTENANCE SHALL BE SUBMITTED TO THE CITY FOR APPROVAL. CONTRACTORS AND THOR SURETY SHALL BE LIABLE FOR INJURIES AND DAMAGES TO PERSONS AND PROPERTY SUFFERED BECAUSE OF CONTRACTORS OPERA77ONS OR NEGLIGENCE CONNEC7FD WITH THEY 7. ALL CONSTRUCTION SURVEYING FOR EXTENSIONS OF PUBLIC FACIL177ES SHALL BE DONE UNDER THE DIREC77041 OF A WASHINGTON LICENSED LAND SURVEYOR OR A WASHINGTON LICENSED PROFESSIONAL C(WL ENGINEER. 8. CERTIFIED DRAWNGS ARE REQUIRED PRIOR TO PROJECT ACCEPTANCE. REFER TO THE CITYS "RECORD CONSTRUC7ON DOCUMENT" HANDOUT. AUBURN, WASHINGTON SEC.6,,TWP. 20 N_, RGE. S E_, W.M. LEGAL DESCRIPTION UNIT 2, LAKELAND HILLS INNER CIRCLE CONDOMINIUM, ACCORDING TO THE RRST AMENDMENT THERETO RECORDED UNDER RECORDING NUMBER 200312045001, RECORDS OF PIERCE COUNTY, WASHINGTON. EARTHWORK EST/MA TES CUT 29, 800 C. Y. FILL 6,700 C. Y. CONSTRUCT/ON SEQUENCE 1. CALL ONE -CALL L OCA TE FOR THE L OCA T/ON OF EXISTING U77LI77ES IN AREAS CRITICAL TO DESIGN (1-800-424-5555). 2. HOLD PRECONSTRUC77ON CONFERENCE WITH CITY OF AUBURN AND CITY OF BONNEY LAKE WATER DEPT 3. INSTALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES AS IDENIIFIEO ON SHEET C2.01 AND BY THE GRADING AND EROSION CONTROL CONSTRUCTION SEOUENCE ON SHEET C2.01. 4. CALL CITY OF AUBURN FOR INSPEC7701V 5. CONTRACTOR AND DEVELOPER WILL BE RESPONSIBLE FOR A99177ONAL EROSION CONTROL MEASURES AS NECESSARY. 6. GRADE PROJECT TO PLAN GRADES. 7. INSTALL SANITARY SEWER S)'TEM. 8 INSTALL STORM SYSTEM. 9. INSTALL WA TER SYSTEM. 10. INSTALL ALL OTHER UTILITIES 11. CLEAN CATCH BASINS BY REMOWNG SEDIMENT AND DEBRIS 12. HYDROSEED ALL DAYLIGHT SLOPES AND OTHER AREAS THAT ARE TO REMAIN UNWORKED. 13. PAVE SI7F 14. VERIFY STABILIZATION OF SITE. 15. CALL CITY OF AUBURN FOR SITE INSPECTION. LEGEND EXISTING PROPOSED _....:y{r-..: �•� TYPE l CB -- TYPE 11 CL9 ........... (Y)L., SANITARY SEWER MH s>wi FIRE HYDRANT IjE WATER FITTINGS INE GATE VA VE ® WA TER METER AIR RELEASE VALVE P, BLOW -OFF ASSEMBL Y p CONCRETE BLOCKING O CLEANOUT AS NOTED ON PLAN O YARD DRAIN LANDSCAPE DRAIN - - } ; .........:_ E11577NG CONTOUR PROPOSED CONTOUR • 598.00 PROPOSED SPOT GRADE PROPOSED ROCKERY 3.5 PROPOSED ROCKERY HEIGHT , 2% PROPOSED SLOPE PROPOSED PA VEMENT :: :<:<::<::;:s: < >:::<<:::::: PROPOSED ACCESSIBLE ROi'TE OF 7R1.:fL PROPOSED STREET LIGHT PROPOSED BOLLARD LIGHT OWNER/DEVELOPER LAKELAND WED GEWOOD ll, L. L. C. 11624 S.E. 5 TH ST SUITE 200 BELLEVUE, WASHINGTON 98005 CON TACT.• RAND Y FORS YTH (425) 586- 7700 ENG/VEER/SURVEYOR CORE DESIGN INC. 14711 N.E. 29 TH PLACE, SUITE 701 BELLEVUE, WASHINGTON 98007 CONTACT- GARY R. SHARNBROICH, P.E. (425) 885- 7877 GEOTECHN/CAL ENGINEER EARTH CONSULTANTS, INC. 1805 136 TH PLACE N.E., SUITE 201 BELLEVUE, WASHINGTON 98005 CONTACT- SCOTT DINKELMAN, RPG (425) 643-3780 ARCHITECT MIL BRA NOT ARCHITECTS 11715 S.E. 5TH ST, SUITE 100 BELLEVUE, WASHINGTON 98005 CONTACT- BOB WE/BLE (425) 454- 7130 LANDSCAPEARCHITECT WEISMAN DESIGN GROUP 2329 EAST MADISON ST. SEA TTLE,, WASHINGTON 98112-5416 CON TACT.• NICK HAGEN (206) 322-1732 SITE DA TA SITE ADDRESS.- 64000 EVERGREEN WA Y N.E. zXlS77NG ZONING- MFA-1 SITE AREA: 418,, 343 SO. FT. (9.608 ACRES) NUMBER OF DWELLING UNITS. 170 MIN. SITE AREA PER DWELLING UNIT 2,400 SO. FT. PLANNED SITE AREA PER DWELLING UNIT 2,461 SO. FT. ACCESS- TO PUBLIC STREETS BY WAY OF 26' PRIVATE DRIVEWAYS MAXIMUM BUILDING HEIGHT 30 FEET BUILDING FOOTPRINT COVERAGE 251,00650 FT. (609 OF 418,343) PLANNED BUILDING COVERAGE.106,62550 FT. TOTAL IMPERVIOUS AREA: 237,500 SO• FT PARCEL NO.: 0520065003 UTIL/TYPROVIDERS WATER CITY OF BONNEY LAKE SEWER CITY OF AUBURN POWER PUGET SOUND ENERGY TELEPHONE OWEST BASIS OF BEARINGS NU143'16 "E FOR 771E EAST LINE OF THE SOUTHEAST OUARIER OF SEC77ON 6, TOWNSHIP 20 NORTH, RANGE 5 EAST, W.M., PER RECORD OF SURVFY RECORDED UNDER A.F.N. 200102265002. DA TLIM NA VD 88 BEA(CWARKS 1. BRASS SURFACE MON. 0 INIFRSEC77ON LAKELAND HILLS WAY & EVERGREEN WAY S.E. ELEVA77ON 564.51 2. BRASS SURFACE MON. 9 INTERSEC77ON LAKELAND HILLS WAY & JAMES A V£. SE. ELEVi4 ION 498. 32 ALGONA PAC/F/C = Q bi 3R0 A VE 11 m � W � � �r r � a � t �I H===8-Tv ST E AUBURN KING COUNTY LA Np PIERCE COUNTY SHEET INDEX wA r sE - KING_COUTY L4 PIERCE COUNTY 3 a � o N a � o p S 62ND ,WOOD ST SE V IC/N/TYMAP 1 "=1/4 MILEf 1 Cl. 01 TITLE SHEET 2 C102 OVERALL PLAN 3 C1.03 SITE DETAILS AND GENERAL NOTES 4 C2.01 EROSION CONTROL PLAN 5 0.. 01 GRADING PLAN 6 C3.02 GRADING PLAN 7 C3.03 GRADING PLAN 8 C3. 04 GRADING PLAN 9 0..21 SITE SECTIONS 10 CA 01 STORM DRAINAGE PLAN/PROFILE 11 C4. 02 STORM DRAINAGE PLAN/PROFILE 12 CA OJ STORM DRAINAGE PLAN/PROFILE 13 C4.04 STORM DRAINAGE PLAN/PROFILE 14 C4.05 STORM DRAINAGE PLAN/PROFILE 15 C4.06 STORM DRAINAGE PLAN/PROFILE 16 C5.01 SANITARY SEDER AND WATER PLAN/PROFILE 17 C5.02 SANLTARY SEWER AND WA TER PLAN/PROFILE 18 C5.O3 SANITARY SEWER AND WA TER PLAN/PROFILE 19 C5.04 SANITARY SEWER AND WATER PLAN/PROFILE 20 C5.05 SANLTARY SEWER AND WA TER PLAN/PROFILE 21 C5. 06 SANLTARY SEWER AND WA TER PLAN/PROFILE 22 C7.01 COMPOSITE UTILITY AND EASEMENT PLAN 23 C7.02 HORIZONTAL CONTROL PLAN NOTE CON7RACTOR lS REQUIRED TO HAVE 171E CITY OF AUBURN STANDARD N07FS AND STANDARD DETAILS AND SPECIFICA77ONS AVAILABLE ON JOB SI7F WHENEVER CONS7RUC770N IS IN PROGRESS. FOR WA TER ONL Y THESE PLANS ARE HEREBY APPROVED FOR CONFORMANCE WITH THE CITY OF BONNEY LAKE PUBLIC WORKS STANDARDS AND SPECIFICA77ONS. APPROVAL IS QVALIDPEER100 OF 12 MONTHS FROM 771E DATE EajeM6- ER IDA E RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE TWA CTO, ' 0 UC77ON RECORDS B Y.- DA TE.• Tl7LE/POSI770N.• 740JEG7 CONFIRMED BY CITY DA 7F:- PROJECT REF FAC 04-0007 THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURNS ENGINEERING DIWSION REOUIREMENTS APPROVED BY- DA TE APPROVED.• 0 a z Qo'10 W co ... Z N .eat a 4 x m u � N z ^�0 o°po Z NOnZ Z Q J CL Z W � Z ® W uJ Z 2 W a I W o Q LLI Q 0 J L o w > 0- W o � ° V) Q Q w f 0 0 0 Q SHEET NUMBER 01.01 SHEET ..OF 1 23 PROJECT NUMBER � 02D79 � SEC.6, TWP. 20 N., RGE. 5 E., W.M. S 1 1 p— x. PROJECT SITE I 4 y / •"mow �^-'.,...*"' .,, ..7 isa w�— dopo Ole 10, —7eool� I � 'ORD DRA WING CERTIFICA TION DRA��I G5 NFORM TO THE CTO ' /CO RUCTION RECORDS B Y. v M DATE.• fZ 3•d¢ TITLE/POSITION. 17ROJEt7 EIVI,Q, CONFIRMED BY CITY DA TLr• ,, ' I / / / / SCALE.• 1 " = 150' 0 75150' 300' PROJECT REF FAC 04-0007 THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF A UBURN'S ENGINEERING DI VISIONc UIREMEN TS. APPRO I/ED B Y DA TE APPRO VED.• - ;aTIA4 -1 ILL 1 •�(� O o�;•.�y O �•u " N CN 10 ol o co O � � Off. Yj N c er o X u- N a W co _ co > co vi W a v� oLLJ �Q o z �< z Z w Q � w J � > � O d CC) z O cn Q Q w o' o 0 0 o d SHEET NUMBER C1.02 SHEET OF 2 23 PROJECT NUMBER 02079 523A GENERAL CONSTRUCTION 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 EXCAVATION. ALL JOINTS BETWEEN THE NEW AND ORIGINAL PAVEMENT SHALL BE PAINTED WITH ASPHAL T EMULSION (05-1). 10. 77ME LIMIT RE S TRIC 7701VS WITHIN EXIS77NG RIGH7S-Of WAY WILL BE APPLICABLE AND DETERMINED AT THE PRE-CONSIRUC77ON MEE77NG. 11. THE CONTRACTOR WILL BE RE QU/RED TO WATER THE SITE, AS NECESSARY, TO REDUCE EMISSIONS AS A RESUL T OF CONSTRUC77ON AC77WTY. THE CONTRACTOR SHALL ALSO SWEEP ALL AfFECTED PUBLIC ROADS, AS NECESSARY,• TO REMOVE MUD DEPOSITED AS A RESULT OF PROJECT CONS 7RUCTION AC77VlTY. 12. ALL MANHOLES, CATCH BASINS, AND VAL VES IN PUBLIC RIGHTS -OF -WAY OR EASEMENTS SHALL BE ADJUSTED AF7FR ASPHALT PAVING, AND CONFORM TO THE CITY'S STANDARD ADJUSTMENT DETAIL NO.. TRAFFIC-12. ALL U77LITY CAS77NGS 01/75lDE OF PAVED AREAS SHALL BE INSTALLED WITH A CONCRE77' COLLAR AROUND THEM. 13. PVC MANHOLE ADAPTERS OR APPROVED EQUAL SHALL BE USED TO MAKE ALL CONNEC77ONS OF SDR 21 OR 35 PVC PIPE TO MANHOLES OR CATCH BASINS 14. BEDDING FOR PVC, CONCRETE AND DUC77LE IRON PIPE SHALL BE 518 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 EXCAVATION AND BACKFILL DETAIL NOS. TRAFFIC-02 AND TRAFFIC-03 FOR CONSTRUCTION PROCEDURES. 16. CONSTRUCTION OF PROPOSED IMPROVEMENTS SHALL BE IN ACCORDANCE WITH APPROVED PLANS. ANY CHANGES FROM THE APPROVED PLAN {TILL REQUIRE APPROVAL FROM THE OWNER, ENGINEER AND THE CITY OF AUBURN. CITY OFAUBURN GRADING AND EROSION CONTROL NOTES I. WITHIN THE CITY OF AUBURN, ALL REQUIRED RETENTION OR DETENTION, SEDIMENTA 1TON AND EROSION CONTROL FACILITIES MUST BE CONSTRUCTED AND IN OPERA770N, PRIOR TO LAND CLEARING AND/OR OTHER CONS 7RUC77ON AC77WRES, TO INSURE THAT SEDIMENT -LADEN WA7FR AND STORM DRAINAGE RUNOFF DOES NOT IMPACT 7HE ADJACENT PROPERTIES OR THE NA 7URAL DRAINAGE WAYS. 2. THE DEIfN770N SEDIMEN TA 7 7 ON (RE TEN 77ON IF INFIL IRA 77ON SYSTEM lS USED) AND EROSION CONTROL FACILI7TES DEPICTED ON 7/E APPROVED DRAWINGS ARE INTENDED TO BE MINIMUM REQUIREMENTS TO MEET AN77CIPATED SITE CONDITIONS. ADDITIONAL DRAINAGE AND EROSION CONTROL FACIL177ES MAY BE REQUIRED AS 517UA77ONS WARRANT DURING CON57RUC77ON. THE IMPLEMENTATION, MAINTENANCE, REPLACEMENT AND ADD177ONS TO THESE CONTROL SYSTEMS SHALL SE THE RESPONSIBILITY OF THE PERMl77EE. 3. THE DE7EN770N (RE7FN77ON IF INFIL IRA77ON SYSTEM /S USED) CONTROL POND SHALL REMAIN /N PLACE UN77L THE PERMANENT STORM SYSTEM IS IN PLACE AND OPERA 770NAL. 4. THE TEMPORARY EROSION CONTROL FACILITIES, INCLUDING ALL PERIMETER CONTROLS, SHALL REMAIN IN PLACE UNAL FINAL SITE C0NS7RUC770N /S COMPLETED AND APPROVAL HAS BEEN RECEIVED FROM THE CITY. 5. ALL AREAS OF AC77VE EARTHWORK WHICH HAVE IRE P07FN77AL FOR EROSION AND SEDIMENTA77ON IMPAC75 ON ADJACENT PROPERTY AND DRAINAGE WAYS MUST BE STABILIZED ACCORDING TO THE FOLLOWING SCHEDULE.• FROM APRIL 1 TO SEPTFMBER JO, AREAS AT FINAL GRADE AND THOSE WHICH ARE SCHEDULED TO REMAIN UNWORKED FOR MORE THAN 30 DAYS, SHALL BE STABILIZED W THIN 10 DA)5 FROM OCTOBER TO MARCH 31, EARTHWORK AC77W77ES SHALL BE CONDUCTED IN STAGES IN ORDER TO MINIMIZE SOIL EXPOSURE. EXPOSED SOILS WITH AN AREA GREATER THAN 5,000 SQUARE FEET THAT ARE SCHEDULED TO REMAIN UNAVRKED FOR MORE 7HAN 24 HOURS AND EXPOSED AREAS OF LESS THAN 5,00 FEET THAT HILL REMAIN UNWORKED FOR MORE THAN 7 DA YS SHALL BE STABILIZED IMMEDIA 7FL Y. CITY OFAUBURN STORM SEWER CONSTRUCTION NOTES 1. THE CONTRACTOR SHALL OBTAIN ANY NECESSARY STORM LINE CONNECTION PERMITS FROM THE CITY OF AUBURN PRIOR TO CONSTRUC77ON 2. ALL STORM DRAINS WITHIN THE DEVELOPMENT SHALL HAVE STENCILED "DUMP NO WASTE - DRAINS TO 'EITHER" STREAMS, "WE7ZANDS' OR GROUNDWA 7FR" AS APPLICABLE. CITY OFAUBURN SANITARYSEWER CONSTRUCTION N©TES 1. THE LOCATION OF THE SIDE SEWERS SHALL BE MARKED AT THE END OF THE LINE INSIDE PROPERTY BY A PRESSURE TREA7FD 2X4, FOUR FEET (4) LONG BURIED IN 7HE GROUND A DISTANCE OF THREE FEET (J) THE LOWER END SHALL HAVE A 2X4 CLEAT NAILED TO IT TO PREVENT WITHDRAWAL OF THE STAKE. THE EXPOSED ONE FOOT (l) SHALL BE PAINTED 7RAFRC YELLOW AND THE DEPTH TO THE SIDE SEWER OR TEE SMALL BE INDICATED IN BLACK PAINT ON THE 2X4. 2 CONTRACTOR SHALL OBTAIN ANY NECESSARY SIDE SEWER CONNEC7ON PERMITS FROM THE CITY OF AUBURN PRIOR TO CON57RUC7701V 3. UNLESS OTHERWISE APPROVED, THE CITY OF AUBURN SHALL DO ALL CONNEC77ONS TO EXlS77NG SEWER MAIN WnTH NEW TEES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR TRENCH AND PAVEMENT EX6AVA770114 PIPE INSTALLA776N, BACKFILL AND PAVEMENT RESTORA770N. CITY OF BONNEYLAKE WA TER MAIN CONSTRUCTION NOTES 1. PRIOR TO ANY CONS7RUC770N AC77WTY, THE DEVELOPER SHALL ARRANGE AND ATTEND A PRE-CONSTRUC77ON CONFERENCE WITH THE CITY OF BONNEY LAKE. 2. AN APPROVED COPY OF THESE PLANS MUST BE ON THE JOB SITE WHENEVER COIVSTRUC77OV IS /N PROGRESS. 3. ALL WORK AND MATERIAL SHALL BE IN ACCORDANCE W4TH THE CITY OF BONNEY LAKE APPROVED STANDARDS. 4. ALL WATER SYSTEM IMPROVEMENTS SHALL BE CONSTRUCTED IN ACCORDANCE W9/H THESE APPROVED PLANS. ANY DEVIA77ON FROM 771E PLANS WILL REQUIRE APPROVAL FROM THE OWNER, ENGINEER, CITY AND APPROPRIATE PUBLIC AGENCIES. 5. NOTIFY THE CITY OF BONNEY LAKE 72 HOURS (3 WORKING DA YS) PRIOR TO BEGINNING CONSTRUCTION AND FOR ANY RESTARTS OF WORK. 6. THE CITY OF 8ONNEY LAKE SHALL BE NOTIFIED THREE WORKING DAYS PRIOR TO THE TIME THE DEVELOPER WOULD LIKE TO CONNECT TO EXIS77NC MAINS OR FOR INSTALLA77ON OF TAPPING 7FES. THE CONNECTION SHALL BE DONE IN ACCORDANCE WITH THE CITY REQUIREMENTS: DEVELOPER SHALL NOT OPERA7E ANY VAL VES WITHIN THE EXIS77NG SY57FM,- THESE WILL BE OPERATED BY THE CITY OF BONNEY LAKE PERSONNEL ONL Y. 7. FOR AID IN U77LITY LOCA770N, CALL 1-800-424-5555, 48 HOURS (2 XVRKING DAYS) PRIOR TO BEGINNING OF CONS7RUC77ON. EXIS77NG UTILl77ES, WHETHER SHOWN OR NOT, SHALL BE LOCAIFD PRIOR TO CON57RUC770N, SO AS TO AVOID DAMAGE OR DISTURBANCE, AND THE DEVELOPER SHALL ASSUME ALL RESPONSIBILITY AND COSTS CONNECIFD THEREWITH TO PROTECT, MAINTAIN AND REPAIR, WHERE NECESSARY. 8 PIPE SHALL BE DOC77LE IRON, AWWA CLASS 53 FOR 4-INCH PIPE AND CLASS 52 FOR 6-INCH PIPE OR LARGER. JOINTS SHALL BE RUBBER GASKE70, PUSH -ON TYPE, OR MECHANICAL JOINT, MEETING AWWA 5PECIRCA77ONS. RT77NGS SHALL BE AWWA, CEMENT LINED, DUCTILE IRON, EITHER MECHANICAL JOINT OR FLANGED, AS INDICATED HEREIN. 9. UNLESS OTHERWISE SPECIFIED VAL VES 12-INCH AND SMALLER SHALL BE RESILIENT SEA TAD GA lF VAL VES. ACCEPTABLE VAL VES ARE MUELLER, CLOW, M&H OR WA7EROUS. VAL VES LARGER THAN 12-INCH SHALL BE 8UT7FRFL Y VAL WE. ACCEPTABLE VAL VES ARE M&H 450 OR 4500 OR PRATT EQUIVALENT. 10 HYDRANTS' SHALL BE MUELLER CENTURION A-423, CLOW MEDALLION, WA IFROUS (PACER) OR M&H (929) HYDRANTS SHALL CONFORM TO AWWA STANDARD C502-73. 11. THE WATER MAIN CONSTRUC77ON PHASE WILL NOT BE CONSIDERED COMPLETE UN77L THE INSTALLA17ON IS ACCEPTABLE TO THE CITY OF BONNEY LAKE INCLUDING A SA775FACTORY HYDROSTA77C PRESSURE TEST, A SA775FACTORY DISINFECTION TEST, SA775FACTORY FLOW OF SERVICE LINES, AND COMPLE770N OF ALL ITEMS ON THE INSPECTORS PUNCHLIST. 12. THE CITY OF BONNEY LAKE REQUIRES THAT ALL NEW WATER MAINS WITH D/AME7FRS OF 12 INCHES OR LARGER MUST BE POL YPIGGED IN LIEU OF FLUSHING SEC. 6, TWP. 20 N., RGE. 5 E., W.M. CITY OFA41BURN STANDARD DETAILS GRADING AND EROSION CONTROL r'� �� CONSTRUCTION ENTRANCE EROSION - 01 4-9f SILT CONTROL FENCE EROSION - 02 CATCH BASIN PROTECTION FOR GRADING PROJECTS EROSION - 03 CA TCH BASIN PROTECTION EROSION - 04 CHECK DAMS AND 5WALES EROSION - 05 STRAW AND HAY BALE BARRIER EROSION - 07 TRAFFIC ADJUSTMENT OF NEW AND EX/STING U77LITY S1RUC7URES TO FINISH GRADE TRAFFIC-12 HNSELCHAIR RAMP AL IERIVATE DETAIL TRAFFIC-26 SAN/TARY SEWER SIDE SEWER STUB PRIVAIF SANITARY OR STORM SEWER CLEANOUT 24 INCH MANHOLE FRAME AND COVER STORM DRAINAGE GRADING/EROSION DISCHARGE CONTROL STRUCTURE RESIDENTIAL F00171VG DRAIN DETAIL SEWER - 01 SEWER - 02 SEWER - 04 STORM - 04 STORM - 07 CITYOFBONNEYLAKESTANDARD DETAILS LAKELAND SOUTHAMNEY LAKE WA TER WATER MAIN BLOCKING LSBL - 01 FIRE HYDRANT LOCA77ON LSBL - 02 FIRE HYDRANT DETAIL LSBL - 03 ADJUSTMENT OF UTILITY LSBL - 05 1 1/2" AND 2" WATER SERVICE AND MATERIAL LIST LSBL - 07 2" AIR AND VACUUM RELIEF VAL VE LSBL - 08 2" BLOW -OFF ASSEMBL Y LSBL - 09 TEMPORARY BLOW -OFF ASSEMBL Y LSBL - 10 FIRE SPRINKLER LINE WITH DOMES77C SERVICE LSBL - 11 W.S.D.O. T. STANDARD PLANS CATCH BASIN TYPE l 9-1 CATCH BASIN TYPE /L B-la CA TCH 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 & GRA7F FOR CATCH BASIN & INLET 9-2o VANED GRATE FOR CATCH BASIN AND INLET 8-2b MANHOLE TYPE l (48"0, 54 "0 OR 60 "0) B-23o MISCELLANEOUS MANHOLE DETAILS B-24 CEMENT CONCRETE CURBS AND GUTTERS F-1 FIRE SPRINMER NOTES SPRINKLER SYSTEMS SHALL MEET THE FOLLOWING REQUIREMENTS:• A. FIRE LINE TO BE SIZED BY FIRE PRO TEC7ON ENGINEER, SUBMIT TO CITY OF AUBURN WITH L58L-11 AS A DETAIL FOR REVIEW AND PERMIT. B. BACKFL 0W PROTECTION lS REQUIRED ON FIRE SPRINKLER LINES. C. A SEPARATE DETAILED PLAN OF THE UNDERGROUND FIRE SPRINKLER LINE SHALL BE APPROVED BY THE FIRE MARSHALL AND INSTALLED BY A WASHINGTON STATE CER77FIED LEVEL "U" CONTRACTOR IN ACCORDANCE WITH WAC 212-80-010. A POST INDICATOR VALVE WILL BE INSTALLED ON THE SPRINKLER LINE TO ISOLATE THE SYSTEM FROM THE CITYS WATER SYSTEM WHEN REQUIRED FOR REPAIR. SUBMIT TO CITY OF AUBURN WITH LSBL-11 AS A DETAIL FOR REVIEW AND PERMIT. 4' PARKING STALL WHERE INDICA TED 29 MINA 24'-26' DR/ V/NG LANE 12'-13' _ 12'-13' AS SHOWN ON T AS SHOWN ON PLANS PLANS 2% M/N, _2Z M/N CONCRETE SIDEWALK WHERE SHOWN ON PLAN. SIDEWALK MA Y BE FLUSH W/ TH CURB ELEVA 77ON OR WI7H PA VEMENT ELEVA TION, AS SHOWN ON PLANS. 24'-26' DRIVING LANE `s 4' 12'-13' 12' 13' AS SHOWN ON PLANS AS SHOWN ON PLANS 2Z MIN_ _ 2X MIN PARKING STALL WHERE INDICA TED 19' STANDARD TYP EXTRUDED 16' COMPACT (T?P) I CURB 12� ROAD CEN71RLINE, PROFILE GRADE AND FLOW LINE NOTE - SEE OUTSIDE SURFACING SECTION FOR PA VEMENT SPEC/FICA TIONS. SIDEWALK AND/OR EXTRUDED CURB, WHERE SHOWN ON PLAN CONCRETE SIDEWALK WHERE SHOWN ON PLAN. SIDEWALK MA Y BE FLUSH WI TH CURB ELEVA TION OR WITH PA VEMENT ELEVA TION NOTE. AS SHOWN ON PLANS. SEE ONSI TE SURFACING SECTION FOR PA VEMEN T SPECIFICA TONS. TYPICAL PARKING SECTIONS_ NO SCALE / �6.• 1 BA TIER EXTRUDED h h..:. CURB SIZE OF ROCK (i. e. 3 MAN) / o` 12" MINIMUM o P, THICKNESS OF:A 2" TO 3" WASHED`' ~ GRA VEL OR 3" TO 4" ANGULAR. ROCK. L� �- CONNECT 4PERFORA 1FD P. V. C. I MN DRAIN PIPE TO THE NEAREST DOWNSTREAM CATCH BASIN, OR ROCKERY GENERAL NOTES AS SHOWN ON PLANS. 1. MAXIMUM /NCLINA77ON OF THE SLOPES ABOVE AND BEHIND ROCKERIES SHOULD BE 2.1 (HOR. VER) 2 MINIMUM 7HICKNES5 OF ROCK FL TER LA YER IS 12 INCHES. 3. MINIMUM EMBEDMENT OF BASE ROCK /S 12 INCHES UND157UR8E0 NATIVE SOIL OR COMPACTED FILL PLACED IN ACCORDANCE WITH GEOTECHNICAL REPORT RECOMMENDATIONS 4. ROCKERIES GREATER THAN 4 FEET IN HEIGHT SHALL BE DESIGNED BY A STRUCTURAL ENGINEER AND CALCULAAONS SHALL BE PROVIDED TO THE CITY. ROCKERIES TO BE INSTALLED UNDER PERIODIC OR FULL 77ME OBSERVA77ON OF THE GEOTECHNICAL ENGINEER. 5. ROCK SHALL BE PLACED TO GRADUALL Y DECREASE IN SIZE WITH INCREASING WALL HEIGHT IN ACCORDANCE Wl7H THE GEOTECHNICAL ENGINEERS RECOMMENDA7ONS 6. MINIMUM W7DTTl OF KEYWAY EXCAVA7ON SHALL BE EQUAL TO THE THICKNESS OF THE BASAL ROCK (AS DETERMINED BY THE GEOTECHNICAL ENGINEERS DESIGN) PLUS THE ROCK FIL TER WIDTH. 7. THE LONG DIMENSION OF THE ROCKS SHALL EXTfNO PERPENDICULAR TO THE ROCKERY FACE TO PROVIDE MAXIMUM STABILITY. 8. ROCKS SHALL BE PLACED TO AVOID COIV77N000S JOINT PLANES /N VERTICAL OR LATERAL DIRECTIONS. EACH ROCK SHALL BEAR ON TWO OR MORE ROCKS BELOW IT, WITH GOOD FLAT -TO -FLAT CONTACT. 9. CONSIRUC770N OF ALL ROCKERIES SHALL BE IN CONFORMANCE WITH THE ARC ROCKERY CON57RUC770N GUIDELINES. ROCKERYDETAIL NO SCALE 5' WIDE RAMP RAMP WITH TEXTURE SAWCUT ASPHAL T /F PA VEMENT lS INSTALLED BEFORE PLACING CONC. RAMPS SECnON A -A LANDINGS 118" DEEP W71N EXPANDED METAL GRA7F ON -SITE 141HEELCHAIR RAMP DETAIL NO SCALE LANDING AT PA VEMENT GRADE SUITABLE SUBGRADE COMPACTED TO 95X OF MAX. DRY DENSITY 3" COMPACTED DEPTH CLASS o "B" ASPHAL TIC CONCRETE. 4 112" COMPACTED DEPTH ATB 6' COMPACTED DEPTH GRAVEL BASE -CLASS . "`"u p .° o C "B" IF READ BY GEO7ECH ENGINEER •Q c: b�, o. (ROADS A, B, C & 67TH ST. SE.) SUITABLE SUBGRADE COMPACTED TO 95X OF MAX. DRY DENSITY. > w ONSITESURFACING SECTION NO SCALE o 9" z I" WEEP HOLE WHERE REQ D 1' "Ln 1 BOND WITH EPDXY CEMENT O o 04 co <,,, • f% 'f is r EXTRUDED CURB DETAIL NO SCALE 114" EDGED 6" GROOVE 0.02 5" FT./FT. 1 "R a05 �o FT. CEMENT CONCRETE 1B" CLASS 5 (1-1/2 *NO7F• TOP OF CURB 0 DRIVEWA YS VERTICAL CURB DETAIL NO SCALE SMOOTH WALLED DRAINAGE PIPE, PVC OR EQUAL. - SEE ADS ROOF PLAN FOR LOCA77ON FOUNDATION AND SIZE 7 DRAIN CAST IRON GRATE (EAST JORDAN IRON 112"Ox2 112" WORKS 16210 (12 ") SELF- TAPPING CAP OR ,{6'215 (18) OR SCREW (3 REQ D) NEENAH FOUNDARY CO. I�R-4.385-E (12 � OR 12" OR 18" IR-4385-G (18%) ADS N-12 STANDP/PE � Q 0 STUBS TO BE HEA T- 15 " i SMOOTH WALLED WELDED OR GROUTED IN �O DRAINAGE PIPE PLACE WASHED DRAIN ROCK NOTE• CONTRACTOR lS REQUIRED TO HA kF THE CITY OF AUBURN STANDARD NOTES AND STANDARD DETAILS AND SPECIFICA77ONS AVAILABLE ON JOB SITE WHENEVER CONSTRUCTION lS IN PROGRESS B Y / ter Uf DA TE• 12 •D4 TITLE/POSITION. f'xoet7 ON44 CONFIRMED B Y Cl TY DA TE.' ADS YARD DRAIN YARD DRAIN DETAILS NO SCALE UNDERGROUND LOCATOR SERVICE CALL BEFORE YOU DIGI 1-800- 424-5555 PROJECT REF FAC 04-0007 THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUSURN'S ENGINEERING D/WSION REQUIREMEN7S: APPROVED B Y.• DA TF AP PRO I/ED.• 10 Z ool 0 0 co w co ool N u` C '1 ce a o a qua u� o, N Zui 00 00 Z v Q, m n v -- Z Z Q a. w � C� Z W W Z Z u, W C`JLi Q z O Z > Z W o o o ry W > z z O C) �: ry Qz a Q w Q 0- CT Q SHEET NUMBER Cl. 03 SHEET OF 23 PROJECT NUMBER 02079 PF 4 szs,a SHE or- 31 SEC.6, TWP, 20 N., RGE. 5 E,, W.M. GRADING & EROSION A " CONTROL NOTES 3 (AD01770NAL NOTES ON SHEET C1.0.3) 3 1. NO UNCONTROLLED SURFACE WATER SHALL BE ALLOWED TO DISCHARGE FROM THE SITE DURING CONSTRUCTION. z = j 2. NO RUNOFF SHALL BE ALLOWED TO DRAIN TO THE PROPOSED O = m Z CONVEYANCE SYSTEM UN77L APPROVED BY THE CITY OF AUBURN. v_� m Q 2 J CON7RACTOR SHALL COMPLY WITH THE APPROVED EROSION w o 0 0 CONTROL PLANS AND INSTALL ADD177ONAL EROSION CONTROL MEASURES AS NECESSITATED BY FIELD COND177ON5 TO ENSURE �, �, i�3 NO UNCONTROLLED SURFACE WA 7ER LEA VES THE SITE AND TO LIMIT THE AMOUNT OF EROSION. Q 4. EROSION CONTROL MEASURES SHALL NOT BE REMOVED UNTIL SITE /S STABILIZED AND ONLY WHEN ALLOWED BY THE CITY OF AUBURN. LOW GRADING & EROSION CONTROL z CONS TFUCTION SEQUENCE •fit d�i o 1. INSTALL CON57RUC7ON ENTRANCE AND PERIMETER FILTER FENCE. o�'d: °0 2 PRO VIDE INTERIM CATCH BASIN PR07FC77ON FOR ALL EXIS77NG �:` N ~; < N DRAINAGE STRUCTURES ADJACENT TO SITEcn:o �: cv J CONSTRUCT TEMPORARY SED/MENT POND AND ASSOCIATED FACILIX-5 AS d• �':1bls ''``� SHOWN ON THIS SHEET. GRADE (FILL) EXIS77NG SEDIMENT POND. 4. INSTALL CATCH BASINS AND ASSOCIATED PIPING ALONG WTH INTERCEPTOR SWALES AND TEMPORARY CUL UERTS TO DIRECT DRAINAGE TO SEDIMENT POND. 5. GRADE SITE PER APPROVED GRADING PLAN. 6. PROVIDE CATCH BASIN INLET PRO1EC77ON ONCE STORM SYSTEM /S CONSTRUCTED. 7GRADE (FILL) SEDIMENT POND AND SWALE AREAS AFTER STORM a Z SYSTEM /S OPERA 1701VAL h 8. AFTER CONSTUCTON /S COMPLETE AND SITE STABILIZED, REMOVE a $ W REMAINING EROSION CONTROL MEASURES WITH APPROVAL OF CITY a h INSPECTOR. CN °C a o x CL 0 h a 00 Z h coo Z co Z Z Q J Q Z LEGEND o z FIL TER FABRIC FENCE x x x W ORANGE CONSTRUCTION FENCE — •— • — W z IN TERCEP TOR SWALE �- z W ROCK -LINED SWALE CONSTRUCTION A CCESS LIMITS OF CLEARING ROCK CHECK DAM �I INLET FIL TER Y! wo SCALE.• 1 " = 40' O d Zoo 0 20 40 80 O O w z� C� t� L, Z Owe v�W � ^m 0� w � v d RECORD DRAWING 6ER77FIC4170N /ESE DRA� Wi C FORM TO THE 'TRACTOR, C UCPON RECORDS B Y. k7 E DA TE.• Z• •O TITLE/POSITION.• 'N CONFIRMED B Y Cl TY DA TE.' t r +y PROJECT REF FAC 04-0007 1 THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURNS ENGINEERING DIVISION REOUIREMENTS / , LIJ c: U� O0 Q O Z< O C J L ry n LLJ z z > O w (-5 V) 3E Q c Q Q W ()� n a <t SHEE BER 0 N N Pi: 0 Sz' A SnFF—i A Z APPROVED B Y6-. DA TE APPRO I M- SHEET OF 4 23 PROJECT NUMBER 02079 SEE SHEET C3.03 SEC. 6, MR 20 N., RGE. 5 E., W.M. N 88'M 4.3"W NZ i............ C?. 3 ?i `r l z �t F iL I O V L (� 12 N 88:R 4jlw ---25M43-- .wI _ 31 32 14s8.48 LAKELAND DIV 1 PHASE j REC. NO 2004115002 S EEJ S-E' 5gth ASHTON AT r` LAKELAND DIV. 1 X.. £= o PHASE 1 REC. NO = 9808245001 N EIiERGREEN J REC. NO.. 200010165002 t cn z 0 �n 0 z Ln �. d• u+ 00o Q •r r- < N N o N N cV W 2 oo. N _ � a h p 00 W _p ol p N x c u- ol y cV W 3 � Z lA ? coo Z ccV m � Z Z J a W C Z 04 w w Z Z w 44 0 RK{yq y EAST O CIO _ 2551.06-APEX (2551.19-LPM) s � � N O N 88�305 W--APEX (N 880250'-LPM) 7 8 � � � � Q) Qi CONTROL DIAGRAM j 1 "= 400' NOTES.• 1. SITE HAS BEEN PREVEOUSL Y CLEARED AND MASS GRADED BY OTHERS. NO ADDITIONAL CLEARING /5 REQUIRED. SITE HAS BEEN HYDROSEEDED AND STABILIZED. 2. THE ACCESSIBLE ROUTE OF TRA I/EL (A.R. T.) HAS BEEN DESIGNED BY THE PROJECT ARCHITECT, MIL BRA NDT ARCHITECTS. SEE THEIR PLANS FOR SPECIFIC INFORMATION ABOUT THE A.R. T. ALSO, SEE THEIR PLANS FOR PA DEMENT MARKINGS FOR PARKING STALLS, CROSS WALKS, FIRE LANES, ETC. SURVEYNOTE.- SEE SHEET C7.02 FOR SURREY CONTROL INFORMATION LEGEND ROUTE TO BE CONSTRUCTED TO A.R. T. STANDARDS HANDICAP RAMP (12.• 1 MAX.) •500.50 SPOT ELEVA77ON WYMAP EXTRUDED CURB ►MTH _ RAISED SIDEWALK SIDEWALK FLUSH WITH ASPHAL T VERTICAL CURB PA VEMENT 590 PROPOSED CONTOUR - : ...... EXISTING CONTOUR Vj LQ Z Z qqx J Q SCALE.• 1 " = 20' W 0 10 20 40 �i v� Q < Z v z w w IL z z 0 8' /%+j/�y W 0 � Q PROJECT REF FAC 04-0007 ! Q W � n 0 0 0 Q THESE PLANS ARE APPROVED FOR CONFORMANCE WITH SHEET NUMBER THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS C3. Of APPROVED BY SHEET OF DA TE APPROVED: 1! 23 PROJECT NUMBER 02079 SEC. 6, TWP. 20 N., RGE. 5 El W. M. SEE SHEET C3.04 SURVEYNOTE.- h;Azi N SEE SHEET C7.02 FOR SURIEY CONTROL INFORMATION W 3 LEGEND MUTE TO BE CONSTRUCTED TO A.R. T. STANDARDS ® HANDICAP RAMP (12:1 MAX) • 5o SPOT ELEVA77ON 500. w p o 0 EXTRUDED CURB WITH RAISED SIDEWALK SIDEWALK FLUSH WITH ASPHAL T o ., IN, z VER77CAL CURB O PAVEMENT °mod:?+ m 0 a04 5W PROPOSED CONTOUR �' �� �•: N __._.Z____ ...__- EXISTING CONTOUR • ,rs KEYMAP SCALE.• 1 " = 20' RECORD DRAWING CERI7FICA 110N B Y. DA TE.• Z Z D TITLE/POSITION. iNGQ . CONFIRMED B Y Cl TY DA RAVAW a/io/o yf� PROJECT REF FAC 04-0007 THESE PLANS ARE APPROVED FOR CONFORMANCE W11H THE CITY OF AUBURVF ENGINEERING DNISION REQUIREMENTS. APPRO VED B Y DA TE APPRO VED. IR 1 Z 0 0 W a co h a o x `a vi N y a W ' co coo Z v m � _ Z Z a J [Z W W W Z Z W fy w c� d QQ Z ? W Q > 0 w z 0 F- Q u� Q Q w 0� C) 0 01 <C SHEET NUMBER C3.02 SHEET OF 6 23 PROJECT NUMBER 02079 R SHCGT (o of SEC.6, TWR 20 N., ROE. 5 E., W.M. SEE SHEET C3.01 N W SURVEYNOTE: SEE SHEET C7.02 FOR SURWEY CONTROL INFORMA TION LEGEND ROUTE TO BE CONSTRUCTED TO A.R. T STANDARDS cn HANDICAP RAMP (12:1 MAX.) O m .5Q0 50 SPOT ELf-VA TION w ry EXTRUDED CURB WITH RAISED SIDEWALK SIDEWALK FLUSH WITH ASPHAL T 0 Z 6R77CAL CURB PA WSMENT :fib PROPOSED CONTOUR -- 59:%.<---�--~- EXISTING CONTOUR KEYMAP SCALE.• 1 " = 20' RECORD DRAWING CERTIFICATION of RM TO THETTON RECORDS B Y. DATE Z •aA TITZE/POSITION.• r-AW. tWtd. CONFIRMED B Y CITY l - DPI TE-g PROJECT REF FAC 04-0007 THESE PLANS ARE APPROVED FOR CONFORMANCE NTH THE CITY OF AUBURN:S ENGINEERING DIW510N RE0UIREMENT5 DA TE APPRO VED: 0 IN Z 0- w o w OR co t s Z co 00 Z m v Z Z a a Z W 0 Z cc W w Z Z w W U O C�J Z 01 w CD Q z Q u O Q o � w > z z O 0 cn Q 0 Q w 0� 0- 0 0 0 Q SHEET NUMBER C3.03 SHEET OF 7 23 PROJECT NUMBER 02079 d- 0 N N R. 0 E� F 31 SEC. 6,, TWP. 20 Xf RGE. 5 Ej W.M. SURVEYNOTE• F-- N FF 610 55 SEE SHEET C3.01 SCA L E.- I 'PIP = 20 0 0 10 20 40 Sff SHEET -T C7 02 FOR SWVE,v CONTROL INFORMATION LEGEND ROUTE TO BE CONSTRUCTED TO A.R. T. STANDARDS HANDICAP RAMP (12.-1 MAX) SPOT EL f - VA 77ON EXTRUDED CURB WITH R4150 SIDEWALK SIDEWALK FLUSH WITH ASPHAL T 6R77CAL CURB PA VFMEN T PROPOSED CONTOUR —5Z-- EXISTING CONTOUR I KEYMAP I IR cl) ,a z ol co Lu co ol "toR clq 04 x CL rm o u- 04 co go C4 z CL 0 Liu cc (8 ui 0 z uj Qj RECORD DRAWING CLER77RCA770N ESE DRA :5 ONFORY ESE0 TO THE cd, L � yCTRUC770N RECORDS Ld 0 B Y. z < DATE.- )Z-A-04- 'X TITLEIPOSITION.- 4 0. CONFIRMED 8 Y CITY DA 7E- Q< 0 Li z z > 0 PROJECT REF FAC 04-0007 w < CD U-) 3: < of a- a- ci' I THESF PLANS ARE APPROVED FOR CONFORMANCE WITH THE -z SHEET NUMBER CITY OF AUBURN:S ENGINEERING DIVISION REQUIREMENTS C3.04 J7 SHEET OF APPROVED BY- DA 7E A PPRO WFD.-. PROJECT NUMBER =*79 PF;l .S23F) SHC-e7- E3 or-.11 SEC.6, TWF 20 N., RGE. 5 E., W.M. fF 0025 .iVi' •OJ �r f �,.:�//�.r , f� f, ,•;�v� y , �WSE� VOO Of . . SCAL E, 1 40 VE7PT: SCALE RECORD DRAWING CERTIFICATION THESE DRA S ONFORM TO THE U AC UC77ON RECORDS BY DA TE: • a�' TITLE/POSITION: CONFIRMED BY Cl TY DA TE.- DA TE APPRO VED: W 04 h c� z W Lu Z 2 W V Wo No 00 0 o v� Lz z O W j VFW �m V W W U+ � O� z Z W o Q J Li%. Lli CD �0 ' (ll <C <L w O 0 0 o Q SHEET NUMBER 0.21 SHEET OF 9 23 PROJECT NUMBER 02079 0 N N a SEMON E-E pF tt S23A SHEET 9 nF 31 SEE ,SHEET C4.06 SEC.6, TWP. 20 N., RGE. 5 E., W.M. SEE SHEET C4.06 SEE SHEET C4.05 SCALE SURVEYNOTE SEE SHEET C7.02 FOR SURVEY CONTROL INFORMATION PIPE MA TER/AL: 12' AND LARGER SHALL BE EITHER PVC, RCP, DI OR MEP (WT lB (SERIES 65) DOT 704 DESIG.) IN 1.3' LENGTHS. 6" AND 8" SHALL BE PVC SDR 335 OR EQUAL KEY MAP W W � 3 S � z O u� m Q w p O O Of V V V k MR C a u) N ® �. J cn of '\ w o W oo. h > a = X U- N N y Z Wto 3 � m co 2 m h CN Z Z Q J Z a W c Z W w Z Z W W 0 Q- W Q Ql� z QLd 0 z z O c) � � Qc IW— V) Q 0- V Q w 0� IL 0 1 01 Q I Q SHEET NUMBER CA 01 SHEET OF 10 23 PROJECT NUMBER 02079 o6,00DIEVo O N CV sr§c=T 10 or_ SEC. 6, TWP. 20 N., ROE. 5 E., W.M. SEE SHEET C4.04 LANDSCAPE DRAINS TO BE LOCATED /N THE FIELD AS RE -OD CDNNECT TO BLDG. ROOF DRAIN SYSTEM. (Typ) .............. ::::: : :::: :...... .. .... ......... ......... ....... .................... ......... . P ....... ------:-- ......... ---- .... ......... ......... .......--------- .................. ..... . _.._.. .........._... ....................... ............................. .. Hair .SCAce.• .. t —2�. _....._.... ... .-.W._... __. _..........._............................ _.. ....... ............ ...._...... ......... ......... ......... ......... ........ ......................... '� . 4 . ♦A ... .. ........ '� �n _: ........ ..... 3 ^ CJi w ......... -------------- ` �._cy . - - - . c1f . ....... R ? :� . ? 5 ~ � . . . . . . . . �O . . . . ^ . .............._............ ----- --....................:.....:...: =.:..:..:...:._:...:......:...:...:...:...:...:...:...:...:........:_...................................................................... &W 0+50 ::._:...:...:...:...:...:_.:...:...:._:...:...:...:...:._:..:..:...:.. 1+010 -:...:...:...:...:.....:..:...:..:._:_ 1+50 2+00 :...:.. :..:......:.:..:_........_...................._..........................................................................- 1050 - -....................:__..............:................................._............. J*00 ..-_.................._...................._................_......................................_....................... 3+50 4+W KEYMAP SCALE.• 1 " = 20' SURVEYNOTE.• SEE SHEET C7.02 FOR SURVEY CONTROL INFORMA77ON 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 60 AND 8" SHALL BE PVC SDR J5 OR EQUAL PROJECT REF FA 04-0007 THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIWSION REQUIREMENTS: A APPROVED BY: DA TE APPRD I/ED.- X a Z O p co rah co a } z N a � Z 00 • c Z v a) m N Z Z Q J Z a C� W � Z Cc W W Z Z W 1u' 1 Lc oc WCIO o o z z \ Q �! j LZI (J) W Q L4 v' 0 ry w Q Q c� Ld J LLJ O Ir d W > Lij 0 � 0 � `C cn Q 0- Q W Elf 0- 0 C) 0 Q SHEET NUMBER C4.02 SHEET OF 11 23 PROJECT NUMBER 02079 Pr O� SZ5f� H 2i w!%� nA.�_ L vl vw _SFr R TWP- -7n N Pr. F S F W M fl�ORIZ SCALE w 1 = 2C7 VER T. SCALE• 1 "= 5' PMPq°l7S�D GZ71fIF14lCA f MA T)P. g � � � . . . . . . . cp . 0*00 0*50 1.00 1*50 2*00 2*50 _ NX _ N50 4*00 r� 5 NcF_,- I Z o'- ,0 M PROJECT REF. FA C 04-0007 THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DI VISION REQUIREMENTS: APPROVED BY.- Jj 5mt.4 DA TE APPRO I/ED.• - Yl I &�q R �r, M h o% coO h O O N oo. to N a c v o w N 00 w0 Za � h co v N W U_ 0 O Z N �3 Q w W Z CD F J Z Q LcLil > O a_ Q W O� C 0 0 o Q w C� Q z Q u w SHEET NUMBER C4.03 SHEETT TOF PROJECT NUMBER 02079 5-ONT ►y SEC.6, TWP. 20 N., RGE. 5 E., W.M. SEE SHEET C4.02 SEE SHEET C4.03 SEE SHEET C4.05 w a 0 E KEY MAP SCALE.• 1 " = 20' SURVEYNOTE.- SEE SHEET C7.02 FOR SURVEY CONTROL INFORMATION PIPE MA TER/AL: 120 AND LARGER SHALL BE EITHER PK RCP, DI OR CPEP (WT lB (SERIES 65) DOT 704 DESIG.) IN 13' LENGTHS 6 v AND 8' SHALL BE PVC SDR 35 OR EQUAL Jr/0 *e/ PROJECT REF FAC 04-0007 THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURVF ENGINEERING DI SION REQUIREMENTS APPROVED B Y DA TE APPRO VED.- cn a Z O q co W � aC4 yrj V O t a , Cc Z t x � W � � co CO Z m ' 2 z ACC J Z a C� W 0 Z oc W W z C� Z w W c: v, 0 z W Q z Q w 0 Q w J o > z z O d w fr D D 1 0 1 Q SHEET NUMBER C4.04 SHEET OF 13 23 PROJECT NUMBER 02079 O"/.%i SEC.6, TWP. 20 N., ROE. 5 E., W.M. w Q W SCALE.• SURVEYNOTF SEE SHEET C7.02 fW SURVEY CONTROL INFORMA 170N PIPE MA TER/AL: 120 AND LARGER SHALL BE EITHER PVC, RCP, DI OR CPEP (WT IB (SERIES 65) DOT 704 DESIG.) IN IJ' LENGTHS. 6" AND 8" SHALL BE PVC SDI? J5 OR EQUAL ........ ................... ......... ............................. QRI....SCA...:.1 w i _.. ::::::::: :::...... ......... ......... ::------- - - ---.::... ... ..........,........ ......... ......... ............... ............................. ......... ......... .........:......... ......... ........ . . .........f ---------ERT SCALE.'' ----:::: 1 a 5'... .......-------------------- . . EX/S1Ti' CENTERLINE GRADE (7'P ;.... ..:::::::'::::: P�9q�7J LLW RUNE GRADE (tW..) . , ..... ......... .... ......... ....... ......... ......... ......... .. ......... ....... ... ..",`�nl - - �. .. - - - - .+i - -'.�? - 'mil- .�J: .a�°a �ti,9.g .£`•'-.:^ .................�...................................... ...._.................................. 0*00 _...... _................ 0*50 1*00 ....................... ......... 1*50 ............... 2+00 ..................... _ ............ 1f50 _.. A7.._._........ . J* 3f50 4f00 Z o�. O O 00 W k a 00 trj a to a C4 w `'S . co ao Z � � m N � Z Z Q ►1 z a. uj Q Z W W Z Q) Z W W U_1 0 O Z ry w C� Q z Q N 7K ZLd O Q J a IL W > z z p Q Q w Q 0 0 0 d SHEET NUMBER C4s// SHEET OF 14 23 PROJECT NUMBER 02979 0 N N a PF d 5ZuA Si -+=ET /4 of 31 �,--M-IL SEC.6, TWP. 20 N., RGE. 5 E., W.M. SEE SHEET C4.01 SEE SHEET CA 01 RIM 581.5E 5 B rllvr'lar a+ 1' "IE4i;go 41 lZ 1� b77:V f EWSRNG CENTERLINE GRADE TYP PROPOSED CENTERLINE GRADE TYP A PROFILE Ic HORIZ. SCAT.£.• 1 "= 20' WER T SCALE. 1 = 5 1f50 1f00 0f50 Ofm NEYMAP SCALE.• 1 " = 20' SVRVEYNOTE SEE SHEET C7.02 FOR SURVEY CONTROL INFORMA77ON PIPE MA TER/AL: 12" AND LARGER SHALL BE EITHER PVC, RCP, DI OR CPEP (WT lB (SERIES 65) DOT 704 DESIC) IN U' LENGTHS. 6" AND 8" SHALL BE PVC SDR J5 OR EQUAL PROJECT REF FA C 04-0007 THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN:' ENGINEERING DIVISION REQUIREMENTS: A APPRO VED B Y.- DA TE APPRO VED.- 1 W v 0 o� V W 0 0 M a O h o co c0 Off. Yi cV V O � a N W > co to W N 00 � W ce h Z Z Z Q J a Wp 00 Np W00 o j Woo Lo Q L' � %4 ^m o� z U� OLij Q z o Q d Li> z z O w CD U Q <t w o� 0 0 Q SHEET NUMBER c4 cis SHEETI OF 15 23 PROJECT NUMBER 02079 0 N N ph F ►� -5'?-Z3kN SHEer i S or- SI SEE SHEET C5.06 SEC. 6, TWP. 20 N., RGE. 5 E., W. M. SEE SHEET C5.06 SEE SHEET C5.05 ONFRON SEE SHEET C5.02 SHEET C5.03 NOTE- INDIVDUAL PRESSURE REDUCING VAL VES (PRE) ARE REQUIRED FOR EACH BUILDING, EITHER IN A METER BOX ON THE BUILDING SIDE OF THE WATER METER OR IN THE BUILDING BEING SERVED. N, SS SERVICE NOTE ALL 6" SERWCE LINES TO BE INSTALLED AT A MINIMUM 2Z SLOPE. BUILDING CLEANOUTS SHALL BE A MINIMUM OF 5' BELOW FINISH FLOOR. SURVEYNOTE- SEE SHEET C7.02 FOR SURVEY CONTROL SCALE.• % " = 20' INFORMAnON WA TER METER NOTE.- 0 10 20 40 WATER METER LOCATIONS ARE TO BE AS SHOWN. BUILDING WATER SERVICE LINE AND SPRINKLER DESIGN BY OTHERS ;......... ------=------ -: -------:... - --.---.. - ....... ..... - - : - . . . . . . . . . .. . ...... 81E 5-96�F 580.b . ri :::: :::::: ::::::::: :::::: q� et a s m �. T �. E. : OUT. :.. �-A ... .... ......... ....... ::::::: :::::: ::::::: : ..... :...6.lE -IN: S$............. .........:.........:.........:.........:...................:.........:.........:......... .......................................:......... .3Z . ......... . ,. ......... ......... ........ SC�ILE•:. 1.. 2C7..:......... ........ . ....... ............... ......... ................... ......... ......... ......... ................... ........ PERT :SC�ILE. 1--:5'... ................... -------. ......... ......... .................................................................................. ............................. _..... ............................................................... ......................._...... ................... _..... . . :....................:...................:...................... .. = .........:.... ..........................._........................................................... ......... :......... ...................... ..... .. --- .. .. ... ....... ......... .. ,. _ ... .. .... .... ...- .. ... .......................I................ 7m -Q w7F% NE GRADE (TYPE - - % PROPO CENTERLI QPAX (T R), .. ... ...... .... ........ ... ........................_....... ...... ..... ._ ;...... :...................:.........:.........:......... . : . . . . . . . . . . . . . . . . . . .r,: -" . . . . �. ":$: "�: :. . . . . . .. .,:' a , - a €,: . . . . . . . .c ............... ......:...... .... �:....... ....... . -'h:......... `. 0+00 0*50 1*00 1*50 2*00 2f50 3FOd , KEYMAP FOR WA TER ONL Y THESE PLANS ARE HEREBY APPROVED FOR CONFORMANCE WITH THE CITY OF BONNEY LAKE PUBLIC WORKS STANDARDS AND SPECIFICATIONS. APPROVAL /S VA OR PERIOD OF 12 MONTHS FROM THE DATE F SIGNA IU CITY IN NEER L)A PROJECT REF FAC 04-0007 THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIW5101V REQUIREMENTS. APPROVED BY.- DA TE APPRO I/ED: z 0 w Lr �.• W a CI Q:� h F-• � V'•� N �•` FA cn a _p p W p a h N Ce u r v a 'a = Ua V) CN j Z h m C4 � Z Z Q a. z W o z W W Z Z u., w Q: U' `O Q1 z LLJ O � � 0- Ld w z (-) z 0 <C w 0� 0 0 0 Q SHEET NUMBER SHEET OF 16 23 PROJECT NUMBER 02079 O N N a F)a $Z3A ' $HEET /6 or 31 SEC. F, TWP. 20 N., RGE. 5 E f W.M. SEE SHEET C5.04 m..... . . . ......... : ......... : ......... ......... ....... . a ... . . . . . . . . . . . . . ......... ......... ......... ............ . . . . . . . . . . . . . . . . . . . . . . ......... a ......... q .... ......... ...... . . . . . . . . . . . - - - - - - - - - . . . . . . . . . . . . . . . . ......... ......... .............. . . . . . . . . . . . .... LD 0 ......... . .........,......... - - - - - - - - - . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ......... ------------------- ................... ......... ................... ......... ... ......... ..... :...... :. .......................... :.........: ........ .. .......... .......... :......... . .........:........ ... ..... ..... ......... :::...... : HG1�tl�Z :SC.�L£• :: f "= �'0'::::: ......... ... ......... ..... .. ......... ......... ......... .. . EXIS77NO CENTERLINE GRADE TYP ......_......._......... .. . ...... ......... ......... ......... ( ).... .. ... PROPOSED CENTERLINE _.. _. _......._._ .. GRADE (T)P......... _..(... )_ -.. ° ....... ................ ......... _...... _.......... --_. .... ......... ......... hE�T:. SCALE.• .. �, S 5r .............. -- - - ......... ......... ......... . _.... _............ _........._..... _............._.. = ..._.............. ...... ....... . ........ .......... ..............—..0...F. `: ...._ .... ... ........... . ......... ......... ......... ......... h:::::::: :=:: ....... ......... ...... ........ ........ ........- ......... _ ......... ..._. ......... __ ....... ...... ....... ...... ...... 0+00 ..__..._._..................._................ 0*50 .............._......... .._.................................................................................................... ...._................. . 1+00 ... ... .........................._........................... ........................ _.. _.................. /t50 2*00 ...... ..........-- -.......................................................................................................I........................ 2+50 ... ...... _..................--------------- J*ov WA TER CONSTRUCT/ON NOTES O5 1N12"x 6" TEE (M✓xFL) 1-6" GATE VALVE (FLxMJ) 6" D1, LENGTH AS SHOWN 1-5 114" M. V.O. FIRE HYD. ASS'Y CONC° BLOCKING 1N12" 22 112• BEND (M✓) CONC° BLOCKING 1-12" 45-BEND (MJ) CONC° BLOCKING 1-12" 90-BEND (MJ) CONC. BLOCKING 1-12" TEE (FL) 3N12" GATE VAL kES (FLxMJ) CONC. BLOCKING NOTE.• INDIVIDUAL PRESSURE REDUCING VA VES (PRV) ARE REOUIRED FOR EACH BUILDING, EITHER IN A METER BOX ON THE BUILDING SIDE OF THE WATER METER OR IN THE BUILDING BEING SERVED° KEY MAP SCALE.• 1 " = 20' SS SERVICE NOTE. - ALL 6" SERVICE LINES TO BE INSTALLED AT A MINIMUM 2X SLOPE. BUILDING CLEANOUTS SHALL BE A MINIMUM OF 5' BELOW FINISH FLOOR. SURVEYNOTE.- SEE SHEET C7.02 FOR SURVEY CONTROL INFORMATION WATER METER NOTE.- WATER METER LOCATIONS ARE TO BE AS SHOWN. BUILDING WATER SERVICE LINE AND SPRINKLER DESIGN BY OTHERS. FOR WA TER ONL Y THESE PLANS ARE HEREBY APPROVED FOR CONFORMANCE WITH THE CITY OF BONNEY LAKE PUBLIC WORKS STANDARDS AND SPECIFICA 17ONS. APPROVAL /S VALID FOR A PERIOD OF 12 MONTHS FROM THE DATE OF 5ZG#A'TW . aTY is PROJECT RE _ rv/oy� • FA C 04 0007 F. THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION REOUIREMENTS 4 APPRVED B Y 0 c DA TE APPRO VED: W �01 Lo O d.w m O ' ` a N CN N LF cn a Z � a h � c N v a o x CL cm L h Nraj Z j � > co co Z m h 04 — Z Z J Q W C) ? 04 W W Z Z U-1 ff w c� Q z N (3 QLi �- �'� ZLi o Q C J o Li> z z O Li 0� a � `t Q w of a C) Q 0 Q SHEET NUMBER C5.0' SHEET OF 17 23 PROJECT NUMBER 02079 PC e a3A _ �_T i .f SEC. 6, TWP. 20 N., ROE. 5 E., W. M. SEE SHEET C5.01 SEE SHEET C5.04 im SEE SHEET C5. 01 - SEE SHEET C5. 04 e'MAP SCALE.• 1 " = 20' 0 10 20 40 NOTE- I007DUAL PRESSURE REDUCING VALVES (PRV� ARE REQUIRED FOR EACH BUILDING, EITHER IN A METER BOX ON THE BUILDING SIDE OF THE WA TER METER OR IN THE BUILDING BEING SERVED. SS SERVICE NOTE. - ALL 6" SERVICE LINES TO BE INSTALLED AT A MINIMUM 2Z SLOPE. BUILDING CLEANOUTS SHALL BE A MINIMUM OF 5' BELOW FINISH FLOOR. SURVEYNOTP SEE SHEET C7.02 FOR SURVEY CONTROL INFORMATION WA TER METER NOTE WATER METER LOCATIONS ARE TO BE AS SHOWN. BUILDING WATER SERVICE LINE AND SPRINKLER DESIGN BY OTHERS. PROJECT REF FAC 04-0007 THESE PLANS ARE APPROVED FOR CONFORMANCE W'TH THE CITY OF AUBURN'S ENGINEERING DIVISION Rf-OUIREkNTS: APPROVED BY.- DA TE APPRO I/ED.- rm O cn 10 ol �i 0 O �i N v k Iti co In N z W 04 0 Z cc w w Z Z w v� o0 �< o �Q N Q� o Q J L13 rE ff a_W > w Z C5 Z :-3: O 0� Qr- �- V) a 0- w Of 0_ 0 0 o Q SHEET NUMBER SHEET OF -1S 23 PROJECT NUMBER 02079 I a F t-t 62Ura s14ECT 1 ',33 or- 31 OrM670 SEC.6, TWP. 20 N., RGE. 5 E., W.M. ,SEE SHEET C5 02 SEE SHEET C5.03 SEE SHEET C5.05 614 PI= d <7 ga SHEET I q -c 41 EY MAP SCALE.• 1 " = 20' NOTE- INDIVIDUAL PRESSURE REDUCING VALVES (PRV) ARE REQUIRED FOR EACH BUILDING, EITHER IN A METER BOX ON THE BUILDING SIDE OF THE WA TER METER OR IN THE BUILDING BEING SERVED. SS SERVICE NOTE. - ALL 6" SERVICE LINES TO BE INSTALLED AT A MINIMUM 2Z SLOPE. BUILDING CLEANOUTS SHALL BE A MINIMUM OF 5' BELOW FINISH FLOOR. SURVEYNOTE.- SEE SHEET C7.02 FOR SURVEY CONTROL INFORMA TION WATER METER NOTE. - WATER METER LOCA (IONS ARE TO BE AS SHOWN. BUILDING WATER SERVICE LINE AND SPRINKLER DESIGN BY OTHERS. WATER CONSTRUCT/ON NOTES O 1N12" TEE (MJxFL) J-12" GATE VAL VE (FLxM✓) CONC. BLOCKING 5O I-8 x 6" TEE (MJxFL) 1-6" GATE VAL VE (FLxMJ) 6" D1, LENGTH AS SHOWN 1-5 114" M. V. 0. FIRE HYD. ASS'Y CONC. BLOCKING 14 1,12" 90' BEND (MJ) CONC. BLOCKING PROJECT REF.- FAC 04-0007 THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN S ENGINEERING DIVISION REOUIREMENT.S APPROVED BY.• DA TE APPRO VED. lmgq z d.us 00 �:• N d'.v°1b1 .• �Li a z o� p pcic W _p o cV 'a x La o h j Z > � an Z Z Q J Z a C� W � p z W W Z z W W 0 v w o z z cn Q w D� t_ 0 0 0 Q SHEET NUMBEF, C5.04 SHEET OF 19 23 PROJECT NUMBEF 079 ry LLJ z Q w 0 ff O 1 N N a ........ ..... ..... --- -..- -- - - - -. ... ....... vi: i ` , ....... ......... ......... -..----. :..... n... Z.SCALE :: 1 = 20..: . . .. ... ... .... :........... :......... ............. .......... INERT � SCAL£• 1" 5, ....... ...... ......... ..... ......... EXISTNVG CLNT�EML1r E GRAM' '- --------- FY J1 Q7V JP GiPAAE T>P.j::.. _ ............_......... ...._............_..... . ... .. ..... ... ...... ................. .........:.. - --- ............................ ---... ..... .... ..... _ . _............_............... ................................................................. .. ... ... :::::: . - - - -- .......... .....- ..................... ....... ...... ......... :... ,� ..,... . ... ... try:' ....... ... ........ ......... .L . .... ... ......... g... ...... ....... ..�. i . . . . . . . . . - - - . . . . . ? Q-$ . . . . . . - ----............................_............_........_............ 0*00 ._................. .........................._..........._...................._................................. 0*50 1*019 ..........................._......_...................................... 1*50 .. _.. _.............................._.._............................................................................ 2;-00 2*50 .......... ... ........ _..........-............................................................................. J*ov ..__............................................ J*50 ..... ......... 4*00 !o o 5/ z z O w c3 3: cr� Q PROJECT REF FA 04-0007 Q W � � c� 0 0 o Q THESE PLANS ARE APPRO I fD FOR CONFORMANCE WITH SHEET NUMBER THE CITY OF AUBURN5' ENGINEERING DIWSION REQUIREMENTS: C5. 05 APPROVED BY SHEET ©E l 20 23 DA TE APPRO I/ED. c PROJECT NUMBER _ 02079 I F Lei osD 0, !% Z z O PROJECT REF FA 04-0007 cn a a w 0 0 o a THESE PLANS ARE APPROVED FOR CONFORMANCE WITH SHEET NUMBER THE CITY OF AUBURNS ENGINEERING DIWSION REQUIREMENTS: S1+EET OF APPRO I/ED B Y21 �3 DA TE APPROWED. PROJECT NUMBER :)F O sZ<-)� A srtr T ► �,� t 05Dfa/ SSMH 1510-180 15' SAN. SEWER ESM'T (Tr..) 17 21 E�Www—,,w fs r 1610-125 74 m 1510—IN SSMH o 1510-17J IT _,- 1 SCALE.• 1 " = 40' 0 20 40 80 CITY OF AUBURN POSTMASTER APPROVAL APPROVED BY.• . nTLEIPOS7770N.• 1000, DA TE APPROVED: RECORD DRAWING CER1717GA17ON BE OR WINGS WFORM TO THE TRACT UCON RECORDS B Y- DATE.• JZ•Z 'U* TITLE/POSIT/ON.• CONFIRMED B Y Cl TY A . DA TE+ 5'r �./e flay PROJECT REF • FAC 04-0007 / THESE PLANS ARE APPRO{0 FOR CONFORMANCE WITH THE CITY OF AUBURNS ENGINEERING DIVISION REQUIREMENTS: APPR0 VED B Y. — j �o� mz' DA TE APPRO WD: 0-1 n i 9 pm d . u> 00 _ • I N C-4 U.).o N N 30, a _z o p W � 04 'a = u- ol N h W z 3 � On � — z z Q J CL 'Z V• W W W Z Q) z W V q %4 w w w �N� 0 o ► o w 4-Q4 WJ W J 4 (z m Q � Z w �i 4; O� Q z < N (6 C� Q o Q J af w > < a. Q W 0� a_ 0 C) Q Q SHEET NUMBER C7.01 SHEET OF 22 23 PROJECT NUMBER 02079 60&9746 61 TWF 20 N, ROE. 5 Ej W M. V— 1 3*76.62 64TH ST S.E. op 1-f 65.84 ISAAC Alf SE 24 2j .......... .......... L -7� Jj. 00 R=JJ 00 N1129'J2W 226.68 /v/ov8,oj,,w 10 J7 + R= 194ACAIIE S1. — — -I— -- N773�51 -Ir R=JJ 00 R=JJ 00 N1554'01 "W 95.77 165.84 /V1 728567W ljo. 97 1 1 t=2.54 b-425'05" 7534 J4 + 1=2.54 4425'05" A--- 425'05 n — — — — — — - 1% — — — — — — — — — 1 -2.54 k J-� 36 69 65TH 5 T 5 5-f 72.51 =2.54 000 ..... ...... 15 2*50.66 64TH ST Sf= 0*00 ROC...'_ N11:98567W IJ8,88 41 1,3 ............. ;op "r*--- - - - - — — — — — — — — — — — — — - L - — — — — — - r OiLOO 164TH N AWE Sf-.= 1*55.66 H "A —' A2FL A W./ A 1f S.E. Z5 II R=50. 00 ROAD A J-- 117620 7-- L -9. 84 134.11 N1129'J27W + 7-f 32.J6 65TH ST S.E. 4*23. 89 1J8. 92 T— 7,Y. R=jj 00 HAZEL AVE. S-E 2X t 1�5 - 50:VZ- 812'35'52"f J7J. 88 L=J89 — — — — — — — — — — — -- k M J* 17 66 HAZEL A l E. AVE SE If I =O-f 00 65TH ST S.E. 4 ------------- 55, ............ .......... .. ...... .. ........ . . . . ............ . ..... .............. . ...... ... ...... ........... .... ............... ............ . ........ .................... ...... ..... .. . ......... ........ ............. .......... :*� . . ... ..... ........... ............ . "... ...... .. . .................. 14GEND ROUTE TO BE CONSTRUCTED TO A. R. T. STANDARDS PER ARCHITECTS PLANS SCA L E.- 1 40' 0 20 40 80 BASIS OF BEARINGS N01 1076 It FOR THE EAST LINE OF THE SOUTHEAST QUARTER OF 5EC770N 6, TOWNSHIP 20 NORTH, RANGE 5 EAST, WM, PER RECORD OF Mftflv RECORDED UNDER A.F.N. 200102265002 DATUM NAVD 88 .BENCHMARK 1. BRASS SURFACE MON 0 INTERSECTION L A KEt A ND HILLS WAY & EVERGREEN WAY S.E. ELEVA77ON 564.51 2 b2455 SURFACE MOW. 0 INERSEC170AI LMELAND HILLS WAY & IAME5 AVE S.E. EL f W 7701V 498 J2 RECORD DRA WNG MR 77FICA 77ON THESE D A G5 NFORM TO THE T?A C COI 7RUC77ON RECORDS BY DA 7-E- FITLElposlnoN.- CONFIRMED BY CITY DATE: QA/ M& OL 011610 'el PROJECT REF.- FAC 04-0007 71 THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF A UBURN:5 ENGINEERING DIVISION REQUIREMENTS: APPROVED BY- DA 7F A PPRO VED: cn z 0 c/) 0 z IN cn 10 co ui 01 W) 04 110, 0- t, g u� ,- w co co co C4 Lu cic Lu uj ui %4 W" (z) Np Qi v z %4 o W L"i N- %4 o � Q[) z Q� u LLJ 0 LEI L.Li > z z 0 L.Lj 0 3: m U) < (I < L-j � a_ 01 C)l Q1 <1 SHEET NUMBER 07.02 SHEET OF 23 23 PROJECT NUMBER 02079 a� n>xxIlzr i ;1 TALL BOULEVARD FENCE ALONG SOUTH PROPERTY LINE, TYP. E L� EXISTING MULTI -FAMILY CONDOMINIUMS TALL BOULEVARD FENCE ALONG SOUTH PROPERTY LINE, TYP. E Ll LANDSCAPE NARRATIVE rN w 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 NECESSARY, PLANTS WILL BE USED TO SCREEN 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. Pc a A ShtET y'A o�- L I W 0 SE Everggeen - THIS PLAN IS F-OR CODE SUBMITTAL TO GOVERNING JURISDICTIONS ,AND IS NOT FOR E3I D D ING OR CONSTRUCTION. PROJECT NO. FAC04-07 THIS PLAN SHEET REFLECTS THE CITY OF AUBURN MINIMUM LANDSCAPING REQUIREMENTS Approved By: As kk w A, ? Date Approved: O S -04 A (2) PICNIC TABLE, SEE LEGND o SyEE�C6 n _ DOUBLE BAY SWING, SEE LEGEND SHEET L6 OR oil IF] 15 raa �y� ' • � E pOp�� 11r p • EXISTING MULTI -FAMILY CONDOMINIUMS 0" 20' 40' 80' 120' NORTH SCALE 1 "= 40"-0" OVERALL, LANDSCAPE PLAN a �. U M C.S eo z �Nd C4 M z cn N z ® a CA U J J H Z W a. 00. J W Z > O W I- Z Z = Q � J Q 0 Z w J W m J Q STATE OF WA RE T MARK ALAN AN CERTIRCON NO. 321 Scale- 1"=40'-O" Date- 12116/03 Drawn By- JTN Checked By- N PH Revisions - PERMIT SUBMITTAL 3 B/04 PERMIT RESUB, 6-28-04 PERMIT RESUB, 7-21-04 SHEET OF L I Sheet -t EXCEED 4:1, TYP 0 _---SCREEN U O U S TREES MAX. ~-- ay ev Ev TALL BOULEVARD FENCE ALONG SOUTH PROPERTY LINE, TYP. EXISTING COND FF * SZt3f-) S H c- 6 7 z S ow 31 ULTI-FAQ MINIUMS 000 0000 TYP. 30" MAX. HT. 'Alft 4 NUMEI SEE SF E / 30" M/ -11jjjjjp� I 0 ALLEN B1 v TN15 FLAN IS FOR CODE SUE3t-11TTAL TO CzOVEfRNING JURISDICTIONS AND 15 NOT FOR BIDDING OR CONSTRUCTION. PROJECT so. FAC04-0007 THIS PLAN SHEET REFLECTS THE CITY OF AUBURN MINIMUM LANDSCAPING REQUIREMENTS Appmvcd By: Dde Appmvod: r2-o4- 0' 19 20' 30' 49 NORTH SCALE 1"= 20'-0" LAIN DSCAPEPLAIN ow O I'M c MAI VIM= 1GC co* —Fi— Z Ill a. 00 w o Ca z m z a) STATE OF WASHIN N REG RED N HITECT MARK ALAN AN CERTIFICATE NO, 321 Scale- 191,209-011 Date- 12116103 Drawn By- JTN Checked By- NPH Revisions - PERMIT SUBMITTAL 3/18/014 PERMIT QESUE3, 6-28-04 PERMIT QESUB, 7-21-04 SHEET OF L2 I Sheet - 7Mi far oree O�"'�"O., �1 .mot ioi .:. : . low mik4 _ 4n "i !Oi iris /`-`/� ` poi Ism • o` � ism: W � � "` - � ~i. r �� �� .'�'�•. 53 F i • ALL I - G U - v kNDSGAPE P" NG MULTI-FAMIL )NDOMINIUMS woo TALL BOUL ALONG SOU 7�415 f'L,4N IS FOIR CODE SUBMITTAL TO GovERNING JURISDICTIONS AND 15 NOT FOR B 1 DD INCH OF CONSTRUCT I ON. PROJECTNo. FAC04-0007 THIS PLAN SHEET REFLECTS THE CITY OF AUBURN NENPAUM LANDSCAPING REQUIREMENTS �,/� Approved By: 1""� Date Approved: DS•12 0' 10' 20' 30' 40' c 1111111111111111 1111111111111111111111111 NORTH SCALE 1"= 20'-0", LANDSCAPE PLAN 000 GONC.7 GO Z_ 2NG7 C3 a 2 W ci J J_ H z w 0 2 a. 0 J w z > O w E- 0 o z z = J Q 0 Q J w <C D J Q STATE OF WASHIN N RE RED H CT MARK ALM CERTIFICATE NO. 3M Scale. 1"=20'-Cr Date- 12/16/03 Drawn t ON Checked By- WH ReWslons. PERMIT SUBMITTAL 3/18/04 PERMIT RESUB, 6-28-04 PERMIT RESUB, 7-21-04 SHEET OF L4 Sheet- 0 . n 1w, 7rr-w, ar FAA PF-7 k ig V�j Pwl' �...--1♦�♦jam♦,�. �j;�. � r �, r,Y��T. / O � A 0-01 iaak 0 Vat me, N 7. ml m yArA III )1w VM.A L 14 gili A q1tim, al .1., 'A 02 a let POP ON X55 V W.WA I L WA III► -Q NO— NIX Ar We BOLI�AR LPH T, y�,y 'was P I MOM' wm SFF F 1,119 'Mo 'WNW jj%row�pWWNk4�O X.Alp, too- 4 A Moog- VAKAK III TOP r-4 I VIA AV itO ki 411 K V V D,T �WBOARD FENCE Az.) PAR I OF J ro SIENNA CONTRACT =09 Wro _.ia V WAG 0 ,ww i 'a G t, , 0, At �Vkq -,:jo NO* Mwo 4- _� 40 PRIME., 7, 'MRS f MACY. rT OF Am INS �N � W1. L, vl� 15, Lu", MOW L qA su611CRes, 4aw, 91 K LAND E W01 tx x x (2 ORMER ERSTONE�` �,` `111 �'11� �� Tow cf) \11 ES AY EQUIPMENT B SEE LEGEND, SHEE01 V PROJECT NO. FAC04-0007 THIS PLAN SHEET REFLECTS THE CITY OF AUBURN MINIMUM LANDSCAPING REQUIREMENTS Approved By: Date Approved: 015 NORTH TALL SHADOWBOARD j a 10' 20' 30( 40' FECE AS PART OF k, C PRI CONTRACT / (2) PICNIC TABLE, SEE LE(*ND S4EET16 _0 DO`0BLE BAY SWING, SEE LEGEND SHEET L6 —TIRE SWING, SEE LEGEND SHEET L6 Owl PLAY SURFACING AND EDGING ,. sI sI 4" PERF. PIPE. SLOPE 2 % AND TIE INTO STORM SYSTEM. COORDINATE WITH CIVIL ENGINEER (2) BENCH, SEE LEGEND SHEET L6 TALL BOULEVARD FENCE �—ALONG SOUTH PROPERTY LINE, TYP. PICNIC TABLE, SEE LEGEND SHEET L6 -,J 7 r lto Gi- J Z lrA SHE T Z i r:` r a •. ix'1 , EXISTING MULTI -FAMILY v, v LANDSCAPE PLAN 5 Off- "p C^ Z.0 w 00 j w z > 0 z < (1) _j 0 10 a W z vz� STATE OF WASHINQNON IT CT 17AM ALAN VMMA-N CMTIFICATE NO, 321 Scale- 150=209-0" Date- 12/16103 Drawn By- JTN Checked By- NPH Revisions - PERMIT SUBMITTAL 3/18/04 PERMIT QESUR 6-28-04 PERMIT PESUB, 7-21-04 SHEET OF L5 Sheet- BROADLEAF TREE 1/2'' DIA. BLACK RU55ER NOSE 12 GA. WIRE (3) 2X2 HEM -FIR STAKES INTO SU5GRADE SPECIFIED MULCH FIN15H GRADE PULL BURLAP OFF TOP 1/3 OF ROOTBALL IMPORT TOPSOIL (SEE SPECS) UNDISTURBED NATIVE SOIL OR COMPACTED PLANTING BACKF ILL BREAK UP SIDES AND BOTTOM OF PIT rcvlJ I OrrLL UIM. DECIDUOUS TREE PLANTING NTS F 2 L LL 2 Cl: C LL C Z C LL LL LL LL V 2X2 HEM -FIR STAKE DRIVEN TO REFUSAL SECURE TO TREE WITH (2) STRANDS NUR5ERT-- MAN'5 TAPE POINT TOP OF STAKE TOWARD PREVAILING WIND SPECIFIED MULCH FINISH GRADE IMPORT TOPSOIL (SEE SPECS) PULL BURLAP OFF TOP 1/3 OF ROOTBALL PLANTING BACKFILL UNDISTURBED NATIVE SOIL OR COMPACTED PLANTING BACKF I L L BREAK UP SIDES AND BOTTOM OF PIT. CONIFER TREE PLANTING NTS M SHRUB PLANTING NTS ?F- %� 52-`' A 5fl(- ET Z`) 0r 31 PLANT SHRUBS AT SAME GRADE AS NURSERY FOLD BACK OR REMOVE BURLAP FIN15H GRADE SPECIFIED MULCH IMPORT TOPSOIL (SEE 5PEC5) PLANTING BACKFILL B4B OR CONTAINER AS SPECIFIED UNDISTURBED NATIVE SOIL OR COMPACTED PLANTING BACKFILL LANDSCAPE SCHEDULE Symbol Botanical/Common Name Min. Size and Condition * Indicates plant species and variety (or similar variety) is listed in the Lakeland South Master Landscape Plan, Appendix A Right of Way Street Trees: 2" cal., 10-12' ht., well-branced, B&B, o *Fraxinus americana 'Jun ginger' spacing ass own on pan. Autumn Purple Ash Deciduous Street / Shade Trees: * Pyrus calleryana'Chanticleer' Chanticleer Flowering Pear * Acer rubrum 'Bowhall' Columnar Red Maple * Fraxinus oxycarpa 'Raywood' Raywood Ash * Cluercus coccinea Scarlet Oak * Prunus y. 'Akebono' Akebono Flowering Cherry Magnolia g.'Timeless Beauty' Timeless Beauty Evergreen Magnolia Deciduous Accent Trees: 2" cal., 10-12' ht., matched specimens, well-branced, full, B&B. 1 1/2" cal., 10-12' ht., matched, well-branced, full, evenly limbed to 4-5' ht., B&B. 2" cal., 10-12' ht., matched specimens, well-branced, full, B&B. 2" cal., 10-12' ht., matched, well-branced, full, evenly limbed to 4-5' ht., B&B. 2" cal., 10-12' ht., matched specimens, well-branced, full, B&B. Upsize to 4" caliper where noted on plan. 2" cal., 10-12' ht., matched specimens, well-branced, full, B&B. * Magnolia soulangiana 1 1/2" cal., 10-12' ht., well-branced, B&B. Saucer Magnolia * Acer circinatum (3) 4" cal., multistem, 6'ht. well branched, B &B. Vine Maple * Betula jacquemontii 1 1/2" cal., 10-12' ht., well-branced, full, Jacquemontii Birch evenly limbed to 4-5' ht., B&B. * Cercidiphyllum japonicum 1 112" cal., 8-10' ht., well-branced, full, Katsura Tree B&B. ® * Corpus kousa 1 1/2" cal., or multistem, T ht., full, B&B. Kouse Dogwood * Amelanchier x g. 'Autumn Brilliance' (3) 4" cal., multistem, 6' ht. well branched, B &B. Serviceberry Evergreen Coniferous Trees: 3 * Pseudotsuga menziesii Min. 10-12' ht., full & bushy to base, Douglas Fir B&B. * Pseudotsuga menziesii Min. 7-8' ht., full & bushy to base, Douglas Fir B&B. * Thuja plicata Min. 7-8' ht., full & bushy to base, Westem Red Cedar B&B. 2 . * Pinus contorta 5-6' ht., full and bushy to base, B&B, Shore Pine spacing as shown on plan. Chamaecyparis obtusa 5-6' ht., full and bushy to base, B&B, ® Hinoki Cypress spacing as shown on plan. * Calocedrus decurrens 5-6' ht., full and bushy to base, B&B, Incense Cedar spacing as shown on plan. * Chamaecyparis n. 'Pendula' 6-T ht., full and bushy to base, B&B, Weeping Alaska Cedar spacing as shown on plan. Large Shrubs * Thuja o. 'Smaragd' 6' ht., full and bushy, B&B or cont., Emerald Green Arborvitae spacing as shown on plan. Taxus media 'Hicksii' 36-42" ht., full and bushy, B&B or cont., Hick's Yew spacing as shown on plan. O Syringa vulgaris 36-42" ht., full and bushy, B&B or cont., Lilac French Hybrids spacing as shown on plan. © * Cornus stolonifera'Variegata' 24-30" ht. & spread, full and bushy, B&B Red twig Dogwood or cont., spacing as shown on plan. 61:h * Cotoneaster lacteus 24-30" ht. & spread, full and bushy, B&B Pamey Cotoneaster or cunt., spacing as shown on plan. O Cotinus coggygria'Purpureus' 24-30" ht. & spread, full and bushy, B&B Purple Smokebush or cont., spacing as shown on plan. O * Euonymus alata 'Compacts' 24" ht., full and bushy, B&B or cont., Compact Burning Bush spacing as shown on plan. ® Camellia japonica 24-30" ht. & spread, full and bushy, B&B Camelia varieties or cont., spacing as shown on plan. O * Hamamelis Intermedia 'Diane' 30-36" ht., full and bushy, B&B or Diane Witch Hazel cont., spacing as shown on plan. ® * Prunus lusitanica 24-30" ht., full and bushy, B&B or Portugal Laurel cont., spacing as shown on plan. Q * Hydrangea quercifolia 30-36" ht., full and bushy, B&B or Oak/eaf Hydrangea cont., spacing as shown on plan. RI * Rhododendron 'Unique' 24" ht., full and bushy, B&B or cont., Unique Rhododendron spacing as shown on plan. * Viburnum plicatum tomentosum 24" ht., full and bushy, B&B or cont., Doub/efile Viburnum spacing as shown on plan. ® * Ribes sanguineum 24-30" ht., full and bushy, B&B or Red Flowering Currant cant., spacing as shown on plan. LANDSCAPE SCHEDULE CONTINUED Symbol Botanical/Common Name Min. Size, Condition, and Remarks Medium Shrubs- O * Prunus laurocerasus 'Zabeliana' 21-24" ht. or spread, full and bushy, B&B Zabel Laurel or cont., spacing as shown on plan. Q * Nandina domestica 'Compacts' 21-24" ht. or spread, full and bushy, B&B Compact Heavenly Bamboo or cont., spacing as shown on plan. O * Osmanthus delaveyi 21-24" ht. or spread, full and bushy, B&B De/avey Osmanthus or cont., spacing as shown on plan. © * Pieris j. 'Forest Flame' 18-21" ht. or spread, full and bushy, B&B Forest Flame Piers or cont., spacing as shown on plan. ® * Rhododendron'PJM' 18-21" ht. or spread, full and bushy, B&B PJM Rhododendron or cont., spacing as shown on plan. 0 * Viburnum tinus 'Spring Bouquet' 21-24" ht. or spread, full and bushy, B&B Spring Bouquet Viburnum or cont., spacing as shown on plan. ® * Mahonia aquifolium 18-21" ht. or spread, full and bushy, B&B Oregon Grape or cont., spacing as shown on plan. * Vaccinium ovatum 18-21" ht. or spread, full and bushy, B&B Evergreen Huckleberry or cont., spacing as shown on plan. ® * Berberis t. 'Rose Glow' 18-21" ht. or spread, full and bushy, B&B Rose Glow Japanese Barberry or cont., spacing as shown on plan. Low Shrubs: O Abelia g. 'Edward Goucher' Min. 15-18" spread, full and bushy, B&B Glossy Abelia or cont., spacing as shown on plan. ® Rhododendron 'Ramapo' Min. 15-18" spread, full and bushy, B&B Rhododendron or cont., spacing as shown on plan. O Nandina d. 'Gulf Stream' Min. 15-18" spread, full and bushy, B&B Gulf Stream Heavenly Bamboo or cont., spacing as shown on plan. Prunus laurocerasus 'Otto Luykens' Min. 15-18" spread, full and bushy, B&B Otto Luyken's Laurel or cont., spacing as shown on plan. sl Spiraea bumalda 'Froebelii Min. 15-18" spread, full and bushy, B&B Froebelii Spiraea or cont., spacing as shown on plan. ® Spiraea bumalda 'Anthony Waterer Min. 15-18" spread, full and bushy, B&B Anthony Waterer Spiraea or cont., spacing as shown on plan. ® Sarcococca ruscifolia Min. 18-21 " spread, full and bushy, B&B Sarcococca or Cont., spacing as shown on plan. O Escallonia 'Newport Dwarr Min. 18-21" spread, full and bushy, B&B Escallonia or cont., spacing as shown on plan. Q Cistus hybridus Min. 15" spread, full and bushy, B&B or Rockrose Cont., spacing as shown on plan. 0 Ilex crenata 'Compacts' Min. 12-15" spread, full and bushy, B&B Compact Japanese Holly or cont., spacing as shown on plan. 0 Viburnum davidii Min. 12-15" spread, full and bushy, B&B David Viburnum or cont., spacing as shown on plan. p Erica carnea 'Winter Beauty' Min. 12-15" spread, full and bushy, B&B Winter Beauty Heather or cont., spacing as shown on plan. (9) Azalea 'Everest' Min. 12-15" spread, full and bushy, B&B White Azalea or cont., spacing as shown on plan. 0 Pinus mugo'Mugho' Min. 12-15" spread, full and bushy, B&B Mugo Pine or cont., spacing as shown on plan. (D Corpus stolonifera 'Kelseyi' Min. 12-15" spread, full and bushy, B&B Dwarf Red Twig Dogwood or cont., spacing as shown on plan. Ornamental Grasses and Ferns: Phormium t. 'Morticia' or equal 5 gal. cont., full and bushy, spacing New Zealand Flax as shown on plan. Helictotrichon sempervirens 1 gal. oont., full and bushy, spacing Blue Oat Grass as shown on plan. Miscanthus sinensis 'Yaku Jima' 2 gal. cont., full and bushy, spacing Yaku Jima Maiden Grass as shown on plan. Pennisetum alopecuroides 'Hameln' 2 gal. cont., full and bushy, spacing Hameln Fountain Grass as shown on plan. Polystichum munitum 2 gal. cont., min. 8 healthy fronds, Westem Sword Fem no damaged tips, spacing as shown on plan. n—li T ii- Perennials / Ferns: 1 gal. cont., full and bushy. Locations — — as shown on plan, type as selected by L. Arch. H.H. Hemerocallis 'Hyperion'/Daylily-tall yellow E.B.M. Erysimum 'Bowles Mauve'/Purple Erysimum A.H. Anemone hybrida/Japanese Anemone B.S. Blechnum spicant/Deer Fern Seasonal Color Actival species to be determined by L. Annuals and Bulbs Arch. prior to installation. Seeded or Sodded Lawn See Specifications LANDSCAPE NOTES: 1.) ALL ORNAMENTAL LANDSCAPE AREAS AND SEEDED LAWN AREAS WILL BE WATERED WITH A BIDDER DESIGNED, WATER -CONSERVING, AUTOMATIC IRRIGATION SYSTEM. 2.) INSTALL 2" DEPTH SPECIFIED BARK MULCH IN ALL NEW LANDSCAPE AREAS. 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�-IIS PLAN IS FOR CODE SIJE3"iITTAL TO GOVERNING JURISDICTIONS AND IS NOT FOR BIDDING OR CONSTRUCTION. PROJECT No. FAC04-0007 THIS PLAN SHEET REFLECTS THE CITY OF AUBURN MINIMUM LANDSCAPING REQUIREMENTS Approved By: c� Date Approved: Q 0 * 1 Z`0 q SITE AMENITIES LEGEND Item City. Description I Remarks Low Block See Plan Allen Block retaining wall. Coordinate style and color with Owner. Retaining Wall Install per Detail B, Sheet L7 and per manufacturer's specifications. --------------- Low Open See Plan See Detail A, Sheet L7 Wood Fence ® Block Columns See Plan Allen Block column- Coordinate style and color with Owner See Detail C, Sheet L7 Block Column 4 Allen Block column wl light. Coordiante style and color with Owner. Light See Detail C, Sheet L7 / \ /with ® 1 Street Light 7 Coordinate fixture and pole type and installation requirements with �1~ Owner. \ //A Bollard Light 7 Coordinate fixture and pole type and installation requirements with \ / Owner. IN, f , i Play Structure A 1 Kompan Elements "Gym 2" Model #ELE 400031 Accessible structure for ages 2-5 years. Install equiptment over play -....` /1 12" depth play chip surfacing per manufacturer's specifications. ,% Contractor to verify play area accomodates safety zones prior to start of work, coordinate with manufacturer and installer. Slope of play area not to exceed 2%. ✓ See Detail D, Sheet L7 Play Structure B 1 Kompan BigToys "Cypress" Model #BT-4802 Accessible play structure for ages 5-12 years. Install equiptment over 12" depth play chip surfacing per manufacturer's specifications. `+ Contractor to verify play area accomodates safety zones prior to start of work, coordinate with manufacturer and installer. Slope of r play area not to exceed 2%. See Detail D, Sheet Mbw ONW4 1 Kompan BigToys Model #S2-8 Double Bay II / Accessible play structure for ages 2-12 years. Install equiptment •+ over 12" depth play chip surfacing per manufacturer's specifications. Contractor to verify play area accomodates safety zones prior to start of work, coordinate with manufacturer and installer. Slope of play area not to exceed 2%. See Detail D, Sheet L7 Tire Swing 1 Kompan BigToys Model #BT-204 Tire Swing Accessible play structure for ages 5-12 years. Install equiptment over 12" depth play chip surfacing per manufacturer's specifications Contractor to verify play area accomodates safety zones prior to start of work, coordinate with manufacturer and installer. Slope of play area not to exceed 2%. See Detail D, Sheet L7 O Bench 5 Gametime "Old Forge Series" Model #UF1996 6' length bench, heavy duty powder coated frames with wide armrests. Color by Owner. Seat of bench to be installed level, slope of finish grade below bench not to exceed 2%, typ., surface mounted. Picnic Table 4 Gametime "Heavy -Duty Picnic Table', Model #P766 6' length wood table w/ pine slats and powder coated frame. Color by Owner. Table to be installed level, slope of finish grade below bench not to exceed 2%, typ. Where show in lawn area, install 4" depth concrete pad beneath table. Slab to be min. 12' in each direction beyond table base. Securely anchor table to pad. Gecko 1 Park Pets "Gecko" Install per manufacturer's recommendations. Tel: 805-434-2305, Pisma Beach, California. Turtle 1 Park Pets "Turtle" Install per manufacturer's recommendations. Tel: 805-434-2305, Pisma Beach, California. PLANTING GUIDELINES 1. Landscape Contractor will verify site conditions for grade, shape and layout prior to starting work. Notify Owner of modifications prior to construction. 2. Landscape Contractor shall maintain all landscape areas until final approval and acceptance by Owner. 3. The Owner shall guarantee all tree and shrub material for a minimum of one (1) year from date of acceptance. This period shall include at least one complete growing season (May through September). All parties shall agree upon an end date at the beginning of the guarantee period. a. All plants, planting and seeding activities shall conform to normal landscape industry standards. b. All plants shall be nursery -grown, and shall be containerized, balled and burlapped or bare root. c. Plants shall be healthy, vigorous, and free of defects, disease and all forms of infestation. 4. Minimum tree sizes upon installation shall be based on the following dimensions. 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 trees is taken at 6 inches above the graft. 5. Existing site soils may be used with approved topsoil for backfilling plant material. Mix ratio shall be: 50% site - 50% imported topsoil 6. Topsoil should be 3-way mix from Pacific Topsoil or approved equal. 7. Cultivate topsoil into the top 12 inches of soil. Provide topsoil as follows: a. Four (4) inches in lawn areas. b. Eight (8) inches in planting beds. 8. Crown of trees should be approximately one (1) inch higher, after settling, than adjacent grade. 9. All trees and shrubs shall be top dressed with Osmocote (14-14-14) or approved equal. Apply per manufacturer's specifications. 10. Tree and shrub planting pits shall be three (3) times the diameter and one and one half (1-2) times the depth of the rootball. 11. Finish grade should be six (6) inches minimum below building finish floor elevation (adjacent to building slabs). 12. Finish grade should be one-half (1/2) inch below finish paving surface in adjacent lawn areas and one (1) inch in shrub areas. 13. Retain positive drainage, maximum 3-1 slope, away from all trees and building. 14. All shrub and groundcover areas shall receive two (2) inches of Pacific Topsoil CompMulch or approved equal. 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 (1,000 square feet: 40% Creeping Red Fescue, 20Z Kentucky Bluegrass, 10% Velvet Bentgrass + 30Z Penfine Ryegrass. 16. Fertilize lawn areas with Lily Miller 'Royal Green' optimum soil supplement (19-3-16) and(12-4-8) controlled release granular form with 50% nitrogen from OF installation. Rate of fertilization per acre shall be determined by the soil testing. 17. No substitution to plant material or size without written approval of Planning Director prior to execution. PLANTING SCHEDULE, NOTES & DETAILS G Sd X c ti e�i M w V Q_ W00 Z N Z H U J J Z 5W L 8 O J W Z > O W H W(!) Z Z �_^ Q vJ J <C Z Z J Cr W J � Y STATE OF WASHI DN T T I r 0004 MARK ALAN AN CERTIFICATE NO. 321 Scaler AS NOTED Dater 12/16/03 Drawn By- NPH Checked Ely- Revisions - PERMIT SUBMITTAL 3/18/04 PERMIT RESUB, 6-28-04 PERMIT RESUB, 7-21-04 SHEET OF Sheet, osoie�o NOTES: I. Refer to layout pion for for fence locations 2. Slake Pence pest I®catlons in Plaid for Owner's approval and adjustment prior to construction. 3. Fence board, post and trim point and / or stain colors to be by O+rner to coordinate riith building colors. Prepare samples on fence materials for approval prior to finishing. 4. Members to be painted shall be primed with exterior enamel and min. coot of flnimh color. Use a second coat where rogyired to obtain solid coverage. 3. Wood post - Owner's option either direct e t min. 2' In a" allawotor x 2' aomrete Pooting, or vse heavy duty galvanized post anchor bracket in concrete footing. Provide Owner with shop drawings and unit prices for each post option for review and approval prior to construction. STEP LOCATION TO ACCOMMODATE 60RADE CHAN(SE Y NECESSARY 4X4 WOOD LINE POST WITH GAP 2X4 GAP 2X4 TOP RAIL IXS CEDAR BOARDS AT I' O.G. 2X4 INTERMEDIATE RAIL 2X4 BOTTOM RAIL FINISH SIRADE VARIES 6" TYP., 3" MIN. AND 10" MAX. TO ACCOMMODATE SLOPES FRONT ELEVATION - SiDE OF FENCE FACING STREET, T"r'F' Low - ©pen Wood Fence 3/8' = 1'-0" 6" Play Surfacin 3/4" a 1'-0" and Edain s � •; • r • s WOW PLAYCH", "Ir COMPAiCCID pNSTALL MIN 'W{" TO START) DMK HOLD I - BELOW TOP OF TIIMBER EDGE OR PAVW. ALT, BID ITEAk GAMETIME "FIBAR SYSTEMS",12" DEPTH COMPACTED MATERIAL W/ IINTECRAL DRAff"GE SYSTEM, INSTALL PER MA~AGTURER's SPEC)FICATIONS. WEED MAT, TYP, INSTALL BENEATH ENTIRE PLAYCHIP AJtEA COACT SUBGRADE 959, SLOPE SUBGRADE 21 TO DRAIN CONTRACTOR NOTICE - PLAYGROUND INSTALLATION I.) INSTALLATION OF ALL PLAYGROUND EQUIPMENT AND PROTECTIVE PLAY SURFACING MUST COMPLY WITH ASTM STANDARD FI487-01 AND THE U.S. CONSUMER PRODUCT SAFETY COMMISSION HANDBOOK FOR PLBLIC PLAYGROUND SAFETY, REVISED 1997 VERSION. INSTALLER MUST BE APPROVED BY THE EQUIPMENT MANUFACTURER. 2.) 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 OR LOCATION OF PLAY EQUIPNENT OR PROTECTIVE PLAY SURFACING SHOWN ON THE DOCUMENTS WILL REQUIRE REEVALUATION TO ENSL12E ALL U.S. SAFETY STANDARDS ARE MET. t s c i Low Allen Block Retaining Wall 3 / 8' = 1' -O" 20 TOP RAIL 1X6 FRONT TN 2X4 BACK TRN 1X4 FENCE PV BUTT EDCES T • IX4 FRONT T1 2X4 BACK TRN F0404 GRAIK FROM BOTTO 4" MAiC 2' • •.. �. �• •4 m a � . Will Apo • 4 ,a � ( UMMW VACM SLOPE TOP OF FENCE ten s wwm __ 1) ALL POSTS TO BE PRESSURE TREATED LUMBER (LP22), ALL OTHER WOOD TO BE TIGHT KNOT CEDAR 23 ATTACH BARS TO POSTS WITH HODEN GALVANWED BRACKET. 33 ALL HARDWARE TO BE GALVANIZED STEEL. 4) STAIN ALL WOOD, COLOR TO BE SELECTED AND APPROVED BY OWNER Tafl Boulevard Fence 3/8' m 1'-0" OWNER/OPERATOR NOTICE POST -CONSTRUCTION PLAYGROUND MAINTENANCE I.) THE OWNER/OPERATOR UNDERSTANDS THAT MAINTENANCE OF ALL EQUIPMENT, PLAYGROUND EQUIPMENT AND PROTECTIVE PLAY SURFACING ON THESE DRAWINGS REQUIRE ONGOING CONTINUOUS MAINTENANCE FOR THE LIFE OF THE PROJECT. MAINTENANCE MUST COMPLY WITH ASTM STANDARD FI487- I AND THE U.S. CONSUMER PRODUCT SAFETY COMMISSION HANDBOOK FOR PUBLIC PLAYGROUND SAFETY REVISED 1997 VERSION, MAINTENANCE REQUIREMENTS INCLUDE, BUT ARE NOT LIMITED TO THE FOLLOVVC: A. TRAINING AND REVIEW OF SAFETY STANDARDS WITH MAINTENANCE PERSONNEL. B. ADDING MATERIAL TO, OR REPLACING SAFETY SURFACES ON A REGULAR BASIS TO MAINTAIN MINIMS FALL IMPACT ZONES IN COMPLIANCE WITH ASTM SPECIFICATION F1292 APPROPRIATE FOR THE FALL HEIGHT OF EACH STRUCTURE. C. TIGHTENING OF NUTS AND BOLTS THROUGHOUT. D. REPLACEMENT OF WORN; MISSING OR DAMAGED PARTS. E. REMOVAL FROM SAFETY SURFACES EXTRANEOUS MATERIALS THAT COULD CAUSE INJURY, INFECTION OR DISEASE. F. REPAINTING AND RUST CONTROL. G. REPLACEMENT AND OR LUBRICATION OF MOVING PARTS. H. REPLACEMENT OF ENTIRE PLAY ELEMENTS AT OR PRIOR TO THE END OF THEIR USABLE LIFE. I. ELIMINATION OF UNEXPECTED HAZARDS. J. KEEPING DETAILED INSTALLATION, INSPECTION, MAINTENANCE, AND REPAIR RECORDS. T1'F'. 5ECTiCN LIGHT FiXTURE BY ODUNER NOTCH CAP TO ALLOW FOR CONDUIT AND WATERPROOF WALL GAP, MORTAR TO COLUMN BELOW, TYP. PILL CAVITY WITH 3/4" MIN40 WASHED DRAIN ROCK, TYP. ALLEN BLOCK COLUMN. COORDINATE STYLE AND COLOR W/ OYiNM PROVDIE I" CONDUIT FOR LIGHT FIXTURE WHERE SNOUN ON PLAN BLOCK RETAININCS WALL, TYP. NOTES: I.) Wall height not to exceed 3 feet. See layout plan for top of wall elevratibns 2.) Refer to layout plan for column locations. 3.) Stake column locations in field for Owner's approval and adjvstment prior to construction. Allen Block column 3/8' a 1'-0' THi5 PLAN 15 FOR CODE 5U5i" iiTTAL TO GOVERNING JURISDICTIONS AND 15 NOT FOR BIDDING OR CONSTRUCTION. PROJECT No. F. THIS PLAN SHEET REFLECTS THE CITY OF AUBURN MINIMUM LANDSCAPM REQUIREMENTS j� Apgroved By: %A4— Die Approval: 06 '2.04 SITE DETAILS a SZ.'v.� t\ 5 kl (. F_--T- 3,) or- 31 General Requirements / Job Conditions 1. Scope: Work includes all design, labor, materials, equipment, and services necessary to complete the irrigation system, balanced and ready for operation as specified. Provide automatic system in all landscaped, sodded and seeded areas indicated on plan provided by owner. (Partial system consisting of P.O.C., mainline, and quick couplers required for Park `A'). Coordinate work with other trades. The intent of this specification is to specify the minimum standards only for the irrigation system. It is the responsibility of the Contractor to provide a complete system, which performs equal to or better than the industry standard. Comply with the general conditions of the contract. 2. 3. 4. 5. 0 Codes and Ordinances: All local, municipal and State laws, rules, and regulations governing or relating to any portion of this work are hereby incorporated into and made a part of these specifications. Submittals: Products and Materials: Immediately after award of contract, submit cut sheets for those products not specified by manufacturer or those submitted for approval. Permits and Fees: Owner will obtain all permits and pay all fees to any governmental agency having jurisdiction over the work; contractor to arrange for inspections, testing and 6' 9 P 9 certification if required. Irrigation Bidder Design Shop Drawings: Contractor shall prepare a complete set of 7 shop drawings for the entire a system for approval by Landscape Architect. Contractor shall submit irrigation design drawings and hydraulic calculations a minimum of two (2) weeks prior to start of irrigation system installation for review by Landscape Architect. Landscape Architect will review drawings for not more than one (1) week period and submit comments to the contractor. Approval of plans and materials by the Landscape Architect does not change the Contractor's responsibility for the design and installation of a properly working system. Construction work will not proceed until the design review process is complete. Submit product data with design plan. Include data for all substitute products to be proposed for use in this system. Include material showing manufacturer's name, catalog cuts, technical data, and manufacturer's installation, operation and maintenance instructions for each product. Shop drawings shall include, but not be limited to, the following items: 1. Piping layout and sizing for both main and laterals. 2. Valve types, sizes, and locations. 8 3. Locations for manual drains and quick couplers. 4. Point of connection showing backflow prevention device, strainer, pressure regulator, and shut-off valve. 4. Head types and locations (use different symbols for each head type and each pattern of spray). The above items should be included on a symbol legend. The shop drawing shall be submitted on a 24" x 36" reproducible sheet, drawn in pencil or ink without color for differentiation and shall be neat and legible. 9 As -Built Drawings: Furnish the Owner with two sets of blueline prints showing all irrigation work required under this contract. Record on these prints, on a daily basis, all s changes made during the actual installation of the system. As-builts are to be on -site at 1 all times for review. 7. Operations Manual: Two manuals, bound in a hardback cover, shall be submitted for approval at the time of pressure testing. It shall include as a minimum the following information for all items used on the system: 1. List of authorized distributors and service representatives for each piece of irrigation equipment, including names, addresses, and phone numbers. 2. Guarantee/warranty certificates. 3. Instruction manuals. 4. Parts lists for each item with exploded views of each item showing part numbers. 5. Complete trouble -shooting guide to common irrigation problems. 6. Winterization and spring start-up procedures. 7. Backflow preventor test certification. 8 9 1a. Small Lawn Areas: Heavy-duty plastic pop-up heads, minimum 3" pop-up height, integral filter, removable body cap, matched precipitation rates. (Rainbird 1804 series, Toro 570 series, Weathermatic 35 P series.) 1 b. Large Lawn Areas: Heavy-duty plastic pop-up heads, minimum 3-3/4" to 4" pop-up height, integral filter, matched precipitation rates. (Hunter PGP series, Rainbird T-4 T- Bird series, Toro XP-300). 2. Shrub/Groundcover Areas: Heavy-duty 6" plastic pop-up heads, integral filter, adjustable radius, no stream spray patterns. Fully adjustable flow, matched precipitation rates. (Rainbird 1806 series, Toro 570-6P series, Weathermatic 36 P series.) 3. Shrub/Groundcover Strips: Heavy-duty 6" plastic pop-up heads, integral filter, removable body cap. Precipitation rates matched to shrub heads. (Rainbird 1806 with RB nozzles except Hunter Side Spray end strips -OK, Toro 570 series, Weathermatic 35 P series add Hunter End side spray strips.) 4. Narrow Areas: Flood or Umbrella Bubbler, fully adjustable flow, brass or plastic as approved on fixed 2" galy. riser or 4" pop-up. 5. Install heads with 'check-o-matic' or 'SAM' features where potential for low flow drainage. Backflow Prevention Device: Febco #805, or 805Y, or Rainbird RPA, size, or approved equal. Locate at point of connection as per detail and in accordance with manufacturer's recommendation. Valves: 1. Shut-off Valve: Bronze, non -rising stem type, manual or angle valve, minimum 200 psi pressure rating. (Red -white or Champion 100 series.) 2. Quick Coupler Valves: Brass, one- or two-piece with spring -loaded cover. (Rainbird 33D, Toro 473 series). 3. Pressure Regulating Valve: Bronze, commercial grade, with spring range of 25-75 psi. (Watts or Wilkins or approved.) 4. Manual Drain Valves: Brass, 3/4" size, commercial quality, non -rising stem type, (Champion or approved.) 5. Control Valves: Plastic or Brass with Flow Control RainBird PEB series or Toro 252 series or weathermatic 8000CR or 11000CR. Minimum manufacturer's warranty of 5 years. . Valve Boxes And Protective Sleeves: 1. General: Enclose all valves in valve boxes; provide extensions to finish grade as required. 2. Valve Boxes: 1. Control valve only or pressure -reducing valve only: Ametek 10" circular box #10- 181-014, with evergreen cover #10-181-015 twist lock, or approved. 2. Shut-off valve and strainer; double-check valve assembly: Ametek Jumbo Box #10-190-001, all with evergreen cover#10-192-101 with plastic locking device. . Protective Sleeve With Locking Caps: 2"-diameter Class 160 PVC, length as required Caps, Rainbird #63100. All drain valves and manual control valves to be enclosed in protective leeves / locking caps. 0. Valve Keys And Valve Box Cover Keys: Provide two complete sets of all keys required for valves, valve box covers, and protective sleeve cap covers. 1. Drain Rock: Unfractured rock; 100% passing 1-1/2" square sieve and 0% 3/4" square sieve. 12. Automatic Controller (If outdoor location): Rainbird, Hunter or Toro commercial grade, UL approved, locking metal cabinet with minimum features: Dual Programming Water Budgeting Master Valve Rain Shut-off Test Cycle Enough zones for system design, plus four Coordination with Others: 1. Water Source: Coordinate with general contractor. 2. Sleeving: Refer to sleeving section. 3. Other Trades: Coordinate all work with that of other trades. 4. Available Water Pressure: Verify water pressure at point of connection prior to shop drawing submittal. System design shall take into account all pressure losses from 13. point of connection to farthest head in system. Protection: Protect work, adjacent property, public, and be responsible for any damage or injury arising from this contract. Review all utility, irrigation, mechanical, and electrical plans, so that digging/drilling operations do not damage lines. Replace or repair at Contractor's expense anything damaged as a result of Contractor's operations, in a manner satisfactory to the Owners, before final payment is made. 10. Guarantee: Guarantee the satisfactory operation of equipment, materials and workmanship, including restoration of the area for a period of one year from the date of its acceptance. Repair or replace any defect in equipment or workmanship occurring within that year promptly, upon notification, at Contractor's expense. Prodll1ts And Materials 1. Materials and Substitutions: All materials to be incorporated in this system shall be new and without flaws or defects and of quality and performance as specified, and meeting the requirements of the system. 1. No substitutions of smaller pipe sizes will be permitted but substitutions of larger sizes of same type at no extra cost with approval are acceptable. 4. No substitutions will be permitted which have not been submitted for prior written approval. 2. Meter: Per local code, all meters will be permitted in place, by owner. 0 4. 1. Controllers to be pedestal mounted in weather tight, lockable cabinet in locations approved by owner. Provide metal cabinet & pedestal, and concrete pad. 2. Contractor to consult with owner to determine if necessary to install FM Remote Control operation system, as an extra cost item. Control Wire for Valves: 1. Insulated, single strand copper designed for 24 - 50 volts and UL approved as OF (Underground Feeder). UL and OF designations clearly marked or embossed on the insulation jacket of the wire. Copper conductor must meet or exceed ASTM B-3 specifications. In no case shall wire be less than 14 gauge. 2. Where control wire leaves main or lateral line, enclose it in Class 200 PVC conduit. 3. Separate "hot" (red or black) lead for each valve. Common wire (white) for each controller. Spare wire (different color than "hot" or common) to run from controller to the end valve on each leg of the mainline. Identify each spare at the controller. Identify wire color on the As-Builts. 14. Splices: Watertight electrical splices with 3M, Scott's Lock Seal Tack 3567-78, Pen-Tite PVC socket or Rainbird ST-03 with PT-S5 sealer. 15. Cp Provide PVC pipe sleeves at minimum size double the diameter of the enclosed S irrigation lines. Use schedule 40 PVC for sleeves, same depth as required for piping, extend 12" into planting bed, cap and flag ends. 1. E Backflow Preventer: Owner will provide two backflow preventers for installation by contractor in Boulevard/open space areas. Contractor to verify size and models available prior to irrigation design. PVC Pipe And Fittings: 1. PVC Pipe and Fittings: PVC compound Type 1, Grade 1, or Type 1, Grade 2, conforming to ASTM D 1784. All fittings Schedule 40 unless otherwise noted. 2. PVC Solvent Weld Pipe: PUG 1120 and 1220 material, 200 psi minimum pressure rating with SDR 21 walls which conform to ASTM D 2241 3. PVC Threaded Pipe: PVC 1120 or PVC 1220, Schedule 80, conforming to ASTM D 3 1785. 4. Plastic Pipe Fittings: Conform to ASTM D 2466, Type 1, Grades 1 or 2. Molded fittings manufactured of the same material as the pipe, suitable for solvent weld, unless otherwise specified. Plastic saddle and flange fittings not permitted. 5. Solvent Weld Compound: Two-step application, with primer and solvent compounds. 4. Prior to starting work, contractor shall attend a preconstruction conference with owner's project manager/superintendent, owner's representative and/or Landscape Architect to discuss project requirements, changed site conditions, phasing, and other issues. Inspections/Verification/Adjustments: 1. Discrepancies: Upon initiation of work or at earliest time discovered, report any deviations between the Contractor -prepared irrigation drawings and the site. Failure to do so prior to the installing of equipment, and resulting in replacing, and/or relocating, or additional equipment, shall be done at Contractor's expense. 2. Available Pressure Verification: Prior to the start of PnY work, verify the static pressure at point of connection. Notify Owner in writing of pressure available for approval to proceed. 3. Conflict with Utilities and Plant Materials: Locate irrigation lines to avoid existing and proposed utility lines, and proposed plant material locations and any existing trees. Minor field adjustments to shrubs may be made with approval, to avoid equipment. Review by Owner/Agencies: 1. Owner's representatives or landscape architect will review the irrigation shop drawing for general conformance with the specifications and details. Approval does not relieve the Contractor of responsibility to guarantee complete coverage for the entire system. 2. After approval of the irrigation layout shop drawing, no adjustments shall be made without written approval of the Owner. 3. Water service connections shall conform to the requirements set forth by the supplying agency. Layout of Sprinkler Irrigation System: Stake the sprinkler irrigation system following the approved design shown on the plans before the construction begins. Make minor alterations and changes in the layout in order to conform to the ground conditions and to obtain full and adequate coverage of water, which is the Contractor's responsibility. 5. Trenching: 1. Trenches shall be excavated for all pipe to provide a minimum depth of cover below finish grade of 15" for live lines (mains) and 12" for laterals and all others. Allow enough width for minimum 3" between parallel PVC lines. 2. Excavate to depth required in any material encountered with no extra compensation. Materials unsuitable for bedding of pipe to be removed to depth 4" below trench bottom, and replaced with suitable bedding material: excavated trench material free from material which might damage the pipe, including rocks, roots, sticks, debris, or other sharp objects over 1" in diameter, or sand as required. 3. Exercise care when excavating trenches near existing trees. Replace any Contractor - damaged material with Owner -approved replacement. 4. If topsoil exists on site, replace it as the top layer of backfill. 6. Piping: 1. Drain Valves: Install at Point of Connection only, with min. 1/2 cu. yd. drain rock sump. Install valves as per detail. Locate sumps outside of paved areas, use offsets if necessary. System will be winterized by compressed -air blowout through quick coupler. 2. Pipe Placement: Plastic pipe shall be installed as recommended by the manufacturer. 3. Size all pipe for maximum 5-ft-per-second velocity. 7. Jointing: 1. Seal all threaded joints (PVC or gale.) with Teflon tape or Rectorseal "Heavy Duty" #100 virgin Teflon thread sealing paste only (no substitutes). 2. Use two-step solvent weld process only for slip fittings, apply and install as per manufacturer's recommendations. 3. Cure joints at least 24 hours before pressure is applied to the system. 4. No male pvc adapters permitted. Use female PVC adapters with galvanized steel pipe or Schedule 80 PVC nipples (3" min. length). Street ells permitted only for triple swing joints, and only "Marlex" Schedule 40 high -density polyethylene (no substitutes). 8. Head Installation: 1. Provide sufficient clearance for materials requiring maintenance. Install all materials as per manufacturer's recommendations. 2. Sprinkler Heads/Quick Coupler: 1 . Valve each head type separately where possible. Lawn and shrub areas to be separately valved. 2. System shall be designed to provide separate irrigation zones for areas based on different climatic exposures and plant material types. South and west exposures may be combined, and north and east exposures may be combined, provided that the head type is the same. Conform with applicable codes and requirements. 3. Use only heads with matched precipitation rates, and adjust as required. 4. Maximum spacing for lawn heads = 50% of the diameter of head. Maximum spacing for all other heads 60% of the diameter. Tighter spacings may be required to conform to specific site conditions. 5. Risers for all sprinkler heads and quick -coupler valves shall be standard triple - swing joint type or flexible nipple as detailed; made with Schedule 80 PVC threaded fittings. 6. Set all sprinkler heads and quick coupling valves perpendicular and flush to finished grade. Heads to be between 4" and 6" back from pavement and bedlines. 7. Spray pattern shall not overthrow onto structures, glass, parking lots, walkways, or roads in public right-of-ways. 8. Locate heads to avoid possible damage by cars. (Avoid heads along curbs where head -in -parking.) 9. Valve Installation: Enclose valves in valve boxes except drain valves which are to be enclosed in protective sleeves with locking caps. Valve box extensions may be required. Install as per detail. 10. Flushing: 1. Mains: Two full -open flushings, one prior to placement of valves, the second after placement of valves and prior to testing. 2. Laterals: One fully -open flushing prior to placement of sprinkler heads and/or drain valves. 11. Backfill: 1. Complete backfill only after completion of preliminary inspection of system. See paragraph 14. (With the review and approval of the owner's project manager, the pipe may be partially backfilled as it is laid, but leave all joints exposed for flushing, testing, inspection, approval, and as -built location.) 2. All roots, rocks, and surplus excavation shall be removed from the site. 4. Trenches or tunnels under roads or paved areas shall be backfilled and tamped with a mechanical tamper in successive 6" lifts. 12. Controller: Locate as directed by owner. Coordinate installation of separate 120 V.A.C. 15 amp circuit. Conduit all wire at controller as per N.E.C. and owner direction. Ground controller as required. 13. Clean -Up: Keep the premises free from rubbish and debris at all times, and arrange material so as not to interfere with other operations on the job site. Remove all unused material, rubbish, and debris from the site. 14. Inspections And Testing: 1. If any part of the sprinkler system is backfilled before location, testing, or inspection, it must be completely uncovered and exposed until approved for backfilling by the Owner. 2. The Owner reserves the right to direct the removal and replacement of any items which, in his opinion, do not present an orderly, reasonably neat, or workmanlike appearance, provided such items can be properly installed in such orderly way by the usual methods in such work. Such removal and replacement shall be done, when directed in writing, at the Contractor's expense without additional cost to the Owner. 3. Preliminary Inspection/Pressure Testing: 1. Prior to request for preliminary inspection, accomplish the following: a. All pipe and valves and all other equipment except sprinkler heads in place. b. Cap all risers except first riser from valve on each lateral (one uncapped riser per lateral), typical. c. Purge all air from main lines. 2. Test of Mains and Valves: With all valves in place and closed, test at 150 psi minimum for 30 minutes without introduction of additional service or pumping pressure. Testing shall be done with one pressure gauge installed on the line where directed by Owner. Lines which show loss of pressure exceeding 5 psi at the end of specified test periods shall be rejected. The Contractor shall correct installations rejected, and retest. 3. Test of Laterals: Purge all air from laterals and cap all risers. Open valves and bring system to line pressure. Lateral lines will be inspected visually. Lines which evidence visible leakage shall be rejected. 4. Rejected Systems: Correct rejected systems or portions or systems requiring repair, and retest. 4. Final Inspection/Operation and Coverage Check: 1. Prior to request, complete all work, including balancing, adjusting the system (pressure - reducing valves, flow adjustment keys, nozzles, etc.) to provide optimum coverage without fogging. 2. Coverage Check: Operate each zone of the system for the Owner's inspection and approval. Make minor adjustments and corrections requested to improve coverage at no additional charge to owner. 15. System Operation Orientation: At final inspection or other Owner -approved time, conduct a training and orientation session for the Owner, covering the operation, adjustment, and maintenance of the irrigation system. Submit all keys, the record drawings, and Operation Manual for approval. 16. Winterization: Provide, as part of this contract, one winterization of the system in the mid fall. Winterize the system with compressed air in short cycles at no more than 40 psi air pressure. Do not allow pipe close to the compressor to get hot to the touch. Job Conditions 1. Scope of Work: The work of this section includes all materials, equipment and labor necessary for: finish grading, topsoil placement and soil preparation, planting of trees, shrubs, groundcovers and accent plantings, mulching, seeding and sodding, protection, guarantee and replacement, and related items necessary to complete the work indicated on the drawings and/or specified. 2. Inspection: All plant material and finish grades are subject to approval of the Owner. Repair and / or replace items as directed by Owner at no additional cost. The contractor shall give 48 hours notice to the Landscape Architect when a site review is desired. A. The following Site Reviews are required, and shall be reviewed and accepted by the Landscape Architect OR the Owner's Representative: • Rough grades: prior to placement of topsoil or soil amendments • Finish Grades: prior to any planting, sodding or seeding. • Plant Material and Plant Locations: review and accept material on site prior to installation. Remove unsatisfactory material from site immediately. Review, adjust and approve plant locations prior to installation. B. Provisional Review (Punch List): Upon completion of all planting and all other work required under this contract, the Contractor shall request a provisional review. C. Final Review/ Acceptance: Upon completion of all punch list items and other work required under this contract. Date of acceptance shall establish the beginning of the maintenance and guarantee period. 3. Submittals: Submit Items A, B, and C within 30 days of award of bid. A. Submit plant procurement lists/evidence that all plant material has been secured. B. Submit one 1/2 gal. Sample of proposed imported topsoil (if used in lieu of on -site soil). C. Submit topsoil lab test results and recommendations. D. Submit Record Drawings, reproducible print showing site development revisions, such as new sidewalk/ path/ fence/ site lighting locations, and major variations in planting types or areas, such as change in species for street tree plantings and/or foundations. 4. Protection: Save and protect all surrounding work and vegetation to be retained on site. Do not disturb area outside limits of new work. Erect construction fencing and flag areas around vegetation to be saved to prevent intrusions into area. Maintain on site vegetation during construction. Store no materials in areas where vegetation is being retained. Keep all equipment outside of tree drip zones. Prune dead lower branches on existing trees to be saved as directed by Owner. Do not plant until all other construction operations have been completed. When pocket planting within wetland buffers, take extreme care not to disturb existing vegetation. 5. Repair: During the course of work, repair any damage to curbs, paving, lighting, and structures to satisfaction of Owner, at no additional cost. 6. Guarantee/ Maintenance: Guarantee all plant material for a period of one year from date of final acceptance of the job by Owner. Guarantee lawns until lawn is solid/full with no bare areas over 3" square, weeds are gone and active, vigorous growth is evident. Guarantee rough seeded and erosion control seeded areas until grass areas are filled with no bare spots over 10" square. Maintain all planting and sodded/seeded areas until final acceptance of entire job. During the guarantee period, all dead, dying, diseased, broken or stolen plant materials shall be replaced immediately by the Contractor at no additional expense to the Owner. Use specified plants and plant as specified; guarantee replacement plants until active, healthy growth is evident. During guarantee period, Contractor shall not be responsible for replacing plants destroyed by vandalism or accidents caused by vehicles other than the Contractor's, or Acts of God, provided that the Contractor has exercised due care to protect work. 7. Product Storage/Erosion Control: A. Contractor shall be responsible for providing adequate erosion control measures to ensure soils imported or disturbed by the contractor do not become interborne. B. Contractor shall not store, either temporary or for long term, any soiler mulch material within or on parcel roadway or walkway areas. All storage or spoils piles shall be covered nightly or at all times during rainfall. C. Contractor shall sweep and clean all surfaces daily to remove topsoil and mulch, washing surfaces with water is not permitted. Materials Installation 1. General: Prior to starting work, contractor and his site foreman shall attend a preconstruction conference with owner's project manager, site superintendent and landscape architect. 2. Contractor shall inspect the existing conditions, subgrades, drainage, and other site work, and verify that site work is acceptable for the installation of this work. Report all unacceptable conditions to the owner's represent immediately. 3. Beginning of work on project or project phase indicates the contractor has accepted subgrades and other existing site conditions as ready for the work of this contract, and that the owner will not be charged extra costs due to site condition impacts/corrections by the contractor. 4. Preparation for Planting/Seeding/ Sodding: Place minimum 8" depth (lightly compacted) up to 80% dry density of new topsoil and any soil amendments in all new planting areas, 6" in seeded / sodded lawn areas, and 4" in rough grass and wildflower seeded areas. A thin layer of topsoil recommended but not required in rough grass and erosion central seeded areas. Remove all rocks and foreign objects over 1" in diameter from upper 3" of topsoil. 5. Finish Grading: Finish grades to be 1/2" below adjacent paved areas and 2" below top of wall in raised planters. Rake and perform other finish grade operations as necessary to establish elevations and berms shown on the drawings, insuring that no low spots and other obstructions to drainage are present. Insure positive drainage away from building OR toward drainage swale or structure at minimum 2% slope. Crown all flat areas minimum 6" to improve appearance and drainage of beds. Notify General Contractor immediately of adverse drainage conditions and take corrective steps including mounding of material or additional fine grading. 6. Layout site features, walks, fences, bedlines, etc for review and adjustment by owner's representative. 7. Trees: Stake tree locations or arrange trees on site in proposed locations for approval by Owner. Excavate pit as per detail. All trees and supports to stand vertical. Provide a neat 2' diameter mulched circle around each tree in lawn areas. Provide for positive drainage away from rootball unless otherwise noted. 8. Shrubs: Excavate shrub pits shall be three (3) times the diameter and one and one half (1 -1/2) times the depth of the rootball. Add fertilizer prior to backfilling. Take care to water thoroughly and prevent root damage. Plant shrubs at spacing indicated in schedule or shown on plan, evenly spaced arrangements. Mulch all planting areas to a minimum 2" compacted depth. 9. Ground Cover: Excavate pits min. 3" below and twice the rootball diameter. Water thoroughly and take care to insure that root crown is at proper grade after mulching. Mulch all groundcover areas to a minimum 2" compacted depth. 10. Amendments for Lawn/sod Areas: Uniformly apply Dolomite Lime at a rate of 50 Ibs per 1000 square feet and balanced fertilizer at recommended formula and rate before seeding or sodding. 11. Sodded Lawn: Lay fresh sod with tight, staggered joints in a running bond pattern. In sloped areas, lay sod up and down slope. Trim edges adjacent to walks, curbs, etc. for a neat, tight fit. After initial watering has settled out, roll diagonally with a 300 lb. roller. Water deeply again after rolling. Repair any depressions and fill any gaps, which develop through the guarantee period. 12. Seeded Lawn, Rough Grass, and Erosion Control Seeding: Roll areas both directions with a 300 lb. roller. Add topsoil where necessary to fill depressions and create positive drainage. Seed using specified mix with hydromulch, emulsifier and fertilizer. Use J-Tac or accepted alternate on all seeded sloped areas exceeding 4:1 slope. Protect areas from erosion and damage during establishment period. Prior to seeding, water area to a minimum depth of 6". Re -seed any bare lawn areas over 3" square (and any bare rough grass over 10" square) and immediately repair any settlement to provide a full, even, vigorous stand of grass. 13. Jute Matting/Woven Coir Mat: Install on slopes 2:1 or steeper prior to planting and seeding. Install per manufacturer's instructions, including overlapping salvages and installation of steel staples. Clean Up 1. Clean up all litter, soil on walks, clippings, etc., rake out beds and leave site in a spotless condition. Adjust tree guying; remove flag labels from all plant materials (except for perennial accents - leave one per grouping). 1. Plant Materials: Plants shall be Washington Grade NO. 1, size in accordance with AAN End of Section 02900 standards, healthy, vigorous, free from all disease, pest or injury. Do not prune or top prior to delivery to site. Cont. indicates container. Substitutions are strongly discouraged, and must be approved by the owner's representative or Landscape Architect prior to delivery on 0447 M, site. Plant substitutions not included in Appendix A of the Lakeland Master Landscape Plan 1l �� - and changes to installed plant sizes must be approved by the City of Auburn prior to 0iI 011ACA acceptance. FW ` 2. Topsoil: Use imported, screened sandy loam rich in organics as approved, and amended per soils Lab Test Results, OR use Pacific Topsoil's Winter Mix, subject to approval by Owner. 3. Planting Backfill (for all Plant Material): 25% existing native soil, 50% new topsoil, 25% organic compost, 7/8" minums. Approved compost sources: Cedar Grove, or Pacific's Topsoil's Comp. Mulch, or approved equal). Mix thoroughly. 4. Bark Mulch: Medium -fine ground bark from fir or hemlock (no pine). Mulch all new planting areas to min. 2" compacted depth. 5. Fertilizer: Trees and Shrubs: Agriform tabs; 4 per tree, 2 per shrub, 1 per groundcover PLUS 4 oz. transplanter per tree, 2 oz. per shrub. Lawn Areas: Fertilize lawn areas with Lily Miller 'Royal Green' optimum soil supplement (19-3-16) and (12-4-8) controlled release granular form with 50% nitrogen from OF installation. Rate of fertilization per acre shall be determined by the soil testing. 6. Herbicide: Apply pre -emergent herbicide (Casaron or approved equal) to all new planting areas (except bioswales, water quality ponds and native areas) per manufacturer's recommended instructions and rate. Notify owner's representative 2 days prior to application, and save delivery receipts for verification, if requested. 7. Sod: Mature, thick, #1 quality turf, free of weeds, Poa and insect infestations. Blend of perennial ryegrass and other species best suited for the Pacific Northwest, as approved. 8. Seeded Lawn: Apply the following mix at a rate of 6 Ibs/1000 s.f.: 40%Creeping Red Fescue, 20% Kentucky Bluegrass, 10% Velvet Bentgrass plus 30% Penfine Ryegrass. 9. Rough Grass / Wildflower Seeding: Barclay Lo-Gro Perennial Rye Grass - available through D.F. Marks, Woodinville, WA. Seed at a minimum rate of 8 Ibs./acre. For wildflower seeded areas use D.F. Marks "PNW Wildflowers plus Grasses" mix. Seed at a minimum rate of 1 lb. / 2400 s.f. 10. Erosion Control Seeding: King County Standard Erosion Control Mix (20% Redtop; 40% Annual Rye; 40% Chewings Fescue). Seed at rate of 100 Ibs./acre. 11. Wetland Seeding: Briargreen Fresh Water Wetlands Mix - available through Briargreen, Kent, WA. Seed at a rate of 5lbs.11000 SF. 12. Hydromulch: Eco-fiber or accepted alternate at min. rate of 2000 Ibs./acre. 13. Tackifier: Use J-Tac or accepted alternate at min. rate of 40 Ibs./acre on all seeded sloped areas exceeding 4:1 slope. 14. Jute Matting: Coir Blanket. Heavy Duty, Maximum 3 x 4" openings including steel stables, minimum 6" long. T�415 PLAN 16 FOR CODE SU51 1 I TTAL TO GOVERNING JURISDICTIONS AND IS NOT FOR 5 IDD INCH OR CONSTRUCT ION. PROJECT NO. THIS PLAN SHEET REFLECTS THE CITY OF AUBURN MINIMUM LANDSCAPING t4(,S k6tr> REQUIREMENTS Approved By: Date Approved: M-12 ,c4 0 Z W aC d J o (N J j'a 2 O W a OO J W oz W F- Z 9 J (9u) Q p a30 Zwz a J W J < STATE OF T �" ALAtro WE15F)iAt CERTIFICATE NO. 321 Scale. AS NOTED Date, 12/16/03 Drawn Bv, JTN Checked Bv- NPH Revisions PERMIT SUBMITTAL 3/18/04 PETMIT RESUB. 6-28-04 PF't ;zOA sHEE j 31 0� 3I a SPECIFICATIONS shs.lt- SEC. 6, TWP, 20 N., RGE. 5 E., W.M. 1'- 100' CITY OFAUSURN GENERAL CONSTRUCT/ON NOTES 1. THIS DEVELOPMENT PROJECT SHALL CONFORM TO THE CITY OF AUBURN'S REQUIREMENTS AND BE IN ACCORDANCE WITH THE APPROVED PLANS. ANY CHANGES FROM THE APPROVED PLAN WILL REQUIRE APPROVAL FROM THE OWNER, ENGINEER AND THE CITY. 2. ALL WORKMANSHIP AND MA TERIALS SHALL CONFORM TO THE "WASHINGTON STA TE DEPARTMENT OF TRANSPORTA 77ON (WSDOT) STANDARD SPECIFICA7ONS FOR ROAD, BRIDGE AND MUNICIPAL C01V57RUC7701V" (2000/LATEST E0I770N), EXCEPT WHERE SUPPLEMENTED OR MODIFIED BY THE CITYS CONSTRUCTION STANDARDS MANUAL. COPIES OF THE ABOVE DOCUMENT' SHALL BE AVAILABLE AT THE JOB SITE DURING CONSTRUCTION. 3. A PRE -CONSTRUCTION MEE771VG SHALL BE REQUIRED PRIOR TO THE START OF ALL CONS77?UC7701V CONTACT THE PUBLIC #VRKS DEPARTMENT AT 253-931-3010 TO SCHEDULE A MEE771VG. 4. LOCA7ONS SHOW9V FOR EXISTING UTIL177ES ARE APPROXIMATE THE CONTRACTOR lS CAU770NED THAT OVERHEAD U77LITY LINES MAY NOT BE SHOWN ON THE DRAWINGS. IT SHALL BE THE CONTRACTORS RESPOSIBILITY TO DETERMINE THE TRUE ELEVA77ONS AND LOCH 77ONS OF ALL UNDERGROUND U77LI77ES AND THE EXTENT OF ANY HAZARD CREA 1ED BY OVERHEAD UTILITY LINES. IDEN77F/CA T/ON, LOCA 77ON MARKING AND RESPONSIBILITY FOR, UNDERGROUND FACILITIES OR U77L/TIES, /S GOVERNED BY THE PROV/S/O/VS OF CHAPTER 19.122 REVISED CODE OF WASHINGTON (RCW). PROR TO 5TAR771VG CONSTRUCTION, THE CONTRACTOR SHALL CALL ONE -CALL CALL FOR U77LITY LOCATIONS (WATER, SANITARY SEVER, STORM SEVER, GAS, POWER, TELEPHONE AND TELEW'SION) 5. PRIOR TO THE START OF CONS 7RUC7701V A PROPOSED ROUTE AND SCHEDULE FOR HAULING MA IERIAL TO THE SITE SHALL BE SUBM/T7FD TO THE CITY FOR APPROVAL. /F THE CITY BELIEVES THA T THE PROPOSED HAUL ROUTE WILL ADIERSEL Y IMPACT THE 5TREE NETWORK, HAULING MA Y BE LIMITED TO APPROPRIA 7F OFF-PEAK HOURS OR AL 1ERNA TE ROUTES. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PUBLIC SAFETY ON AND AROUND THIS PRO✓ECT. PRIOR TO THE START OF WORK, ALL METHODS AND EOU/PMENT USED FOR TRAFFIC CONTROL AND 57PEET MAINTENANCE SHALL BE SUBMITTED TO THE CITY FOR APPROVAL. CONTRACTORS AND THEIR SURETY SHALL BE LIABLE FOR INJURIES AND DAMAGES TO PERSONS AND PROPERTY SUFFERED BECAUSE OF CONTRACTORS OPERA77ONS OR NEGLIGENCE CONNECTED WITH THEM. 7. ALL CON57PUC7701V SURVEYING FOR EXTENSIONS OF PUBLIC FACIL177ES SHALL BE DONE UNDER THE DIRECTION OF A WASHINGTON LICENSED LAND SURVEYOR OR A WASHINGTON LICENSED PROFESSIONAL CIWL ENGINEER. 8. CERTIFIED DRAWINGS ARE REQUIRED PRIOR TO PROJECT ACCEPTANCE. REFER TO THE CITYS "RECORD CONSTRUCTION DOCUMENT" HANDOUT. AUBURN, WASHINGTON SEC.6,TWP. 20 N., RGE. 5 E., Wmmm LEGAL DESCRIPTION UNIT 2, LAKELAND HILLS INNER CIRCLE CONDOMINIUM, ACCORDING TO THE FIRST AMENDMENT THERETO RECORDED UNDER RECORDING NUMBER 200312045001, RECORDS OF PIERCE COUNTY, WASHINGTON. EARTHWORM EST/MA TES CUT 39,140 C. Y. FILL 6,020 C. Y. CONSTRUCT/ON SEQUENCE 1. CALL ONE -CALL LOCATE FOR THE LOCATION OF EXISTING U77L177ES IN AREAS CRITICAL TO DESIGN (1-800-424-5555) 2. HOLD PRECONSTRUC7701V CONFERENCE WITH CITY OF AUBURN AND CITY OF BONNEY LAKE WATER DEPT. 3 INSTALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES AS IDEN77FIED ON SHEET C2.01 AND BY THE GRADING AND EROSION CONTROL CONSIRUC77ON SEQUENCE ON SHEET C2.01. 4. CALL CITY OF AUBURN FOR INSPECTION. 5. CONTRACTOR AND DEVELOPER WILL BE RESPONSIBLE FOR ADD1770NAL EROSION CONTROL MEASURES AS NECESSARY. 6. GRADE PROJECT TO PLAN GRADES. 7. HYDROSEED ALL DA YLIGHT SL OPES AND OTHER AREAS 7HA T ARE TO REMAIN UNWORKED. 8. VERIFY STABILIZA77ON OF SITE 9. CALL CITY OF AUBURN FOR 517F INSPEC77ON. i Fr. FA/n EXIS TING PROPOSED -®..� TYPE l CB ---- T?PE II CB SANITARY Sf R MH <, �t F/RE HYDRANT C} CC WATER FIT77AIGS IHl GATE VALVE ® WA TER METER AIR RELEASE VALVE BLOW -OFF ASSEMBL Y p CONCRETE BLOCKING O CLEANOUT AS NOTED ON PLAN O YARD DRAIN LANDSCAPE DRAIN EXISTING CONTOUR ---600 PROPOSED CONTOUR • 598.00 PROPOSED SPOT GRADE PROPOSED ROCKERY 3.5 PROPOSED ROCKERY HEIGHT 29 PROPOSED SLOPE PROPOSED PA VEXNT PROPOSED ACCESS/BLE ROU7F OF IRA VEL ! PROPOSED STREET LIGHT �k ! • PROPOSED BOLLARD LIGHT OWNER/DEVELOPER LAKELAND WED GEW00D A L.L. C. 11624 SE 5TH ST. SUITE 200 BELLEW& WASHINGTON 98005 CONTACT RAND Y FORS YTH (425) 586-7700 ENG/NEER/SURVEYOR CORE DESIGN INC. 14711 N.E. 29TH PLACE, SUITE 101 BELLEKJE, WASHINGTON 98007 CONTACT GAR Y R. SHARNBROICH, P.E. (425) 885- 7877 GEOTECHN/CAL ENGINEER EARTH CONSULTANTS, INC. 1805 136 TH PLACE N.E., SUITE 201 BELLEK)E, WASHINGTON 98005 CONTACT SCOTT DINKELMAN, RPG (425) 643-3780 ARCHITECT MILBRA NO T ARCHI TECTS 11715 S.E. 5TH ST., SUITE 100 BELLEI/UE, WASHINGTON 98005 CONTACT BOB WEIBLE (425) 454-7130 LANDSCAPEARCHITECT WEISMAN DESIGN GROUP 2329 EAST MAD/SON ST. SEA TTLE, WASHINGTON 98112-5416 CON TACT.• NICK HAGEN (206) 322-1732 SITE DA TA Sl7E ADDRESS- 64000 EVERGREEN WA Y N. E. EXIS77NG ZONING- MFA-1 517F AREA: 418, 343 SQ. FT. (9. 6038 ACRES) NUMBER OF DWELLING UNITS' 170 MIN. SITE AREA PER DWELLING UNIT 2,400 SO. FT. PLANNED SITE AREA PER DWELLING UNIT 2,461 SO. FT. ACCESS- TO PUBLIC STREETS BY WAY OF 26' PRIVA lE DRI VEWA YS MAXIMUM BUILDING HEIGHT 30 FEET BUILDING F007PRINT COVERAGE. 251,006 SQ FT. (60X OF 418, 343) PLANNED BUILDING COVERAGE106,625 50. FT. TOTAL IMPERVIOUS AREA: 237, 500 SO. FT. PARCEL NO.: 0520065003 IITILITYPROVIDERS WA TER CITY OF BONNEY LAKE SEWER CITY OF AUBURN POWER PUGET SOUND ENERGY TELEPHONE 0WEST BASIS OF BEARINGS N014376"E FOR THE EAST LINE OF THE SOUTHEAST QUAR7FR OF SECTION 6, TOWNSHIP 20 NORTH, RANGE 5 EAST, W.M., PER RECORD OF SURVEY RECORDED UNDER A.F.N. 200102265002 DATUM NA VD 88 BENCHMARKS 1. BRASS SURFACE MON. 0 INTERSEC77ON LAKELAND HILLS WAY & EVERGREEN WAYS. E ELEVA77ON 564.51 2. BRASS SURFACE MON. 0 INTERSEC77ON LAKELAND HILLS WA Y & JAMES A VE S. E. ELEVA 77ON 498. 32 ALGONA i Q PACIFIC kt zs ELLINGSON RD CQ AUBURN DING COUNTY k,, 3R0 A VE 51 LA No Q l WA YS_E EN KING_CO_UTY -� PIERCE COUNTY W / � Q � I 0 0 S 62ND in€ocfn�or = ST SE 8TH E c n -c m SUMNER TA FPS HWY. E. PIERCE COUNTY P ARKwAy TAPPS VIC/N/TYMAP I "-114 MILEf SHEET INDEX 1 C1. 01 TITLE SHEET 2 C1.02 OVERALL PLAN 3 C1.03 SITE DETAILS AND GENERAL NOTES 4 C2.01 EROSION CONTROL PLAN 5 021 SITE SECTIONS 6 C7.02 HORIZONTAL CONTROL PLAN NOTE. CONTRACTOR lS REQUIRED TO HA V/ THE CITY OF AUBURN STANDARD N07FS AND STANDARD DETAILS AND SPECIFICATIONS AVAILABLE ON JOB SITE WHENEVER CON57RUC770N lS IN PROGRESS. UNDERGROUND LOCATOR SERVICE CALL BEFORE YOU DIG! 1-800-424-5555 RECORD DRAWING CER17FICATION 7HESE DRAWINGS CONFORM TO THE CONTRACTORS CONSIRUC17ON RECORDS RY DA TE: - TI TLE/POS/ TION.- CONFIRMED BY CITY DA TE 11 z i 11 a Z oo� W 00k a h ck: a o � W � z ? h N � z �t N m � Z Q J a. z W © Z w W Z Z W V v v Imo'' � WQ \ N O \ L .Q p Z LQ r�hh Q OWJ V � O m Q 4 17 Z4ioeli PROJECT REF- GRA 04-0014 THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS. APPROVED BY. DA TE APPRO VED. 2 m W Q. v Q 1.. k Z Q N QC Q Z Li 0 w LJ > 0 om � 0 t- Fn Q 0 Q w 0� IL 0 0 0 Q SHEET NUMBER C1" 01 SHEET OF 1 6 PROJECT NUMBER 02079 os'"D /0-" S'Fr. S 7 WP_ 2n N_ _ RrF_ 5 F_ _ W_ M_ PROJECT SI TE A PLAT 4T / RECORD DRAWING CER TIFICA TION THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS DA TE.- SCALE.- 1 " = 150' 0 75' 150' 300' PROJECT REF GRA 04-0014 THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS. APPRO PED B DA TE APPROWED.• W� o A ,N7� No c� cn P Z C, W co co N to to W � y co Z m Z Z Q J z a W ce W W Z Z W w v� oLd �Q z w U 7 0 o c� w > w 0 � D uj Q Q d w o� o 0 Q 01 Q SHEET NUMBER 01. 02 SHEET OF 2 6 PROJECT NUMBER 020M c. _ L .� —w u. � L- 1 _ � CITY OFAUBIURN GRADING AND EROSION CONTROL NOTES SEC 6, TWP. 20 N., RGE. 5 E., W.M. 7. WITHIN THE CITY OF AUBURN, ALL REQUIRED RETENTION OR DETEN770N, SEDIMENTA770N AND EROSION CONTROL FACIL177ES MUST BE CONSTRUCTED AND IN OPERA770N, PRIOR TO LAND CLEARING AND/OR OTHER CONSTRUCTION ACTIVITIES, TO INSURE 1HA T SEDIMENT -LADEN WA TER AND STORM DRAINAGE RUNOFF DOES NOT IMPACT THE ADJACENT PROPER77ES OR THE NA 7URAL DRAINAGE WAYS: 2. THE DE7EN770N, SEDIMENTA LION (RETENTION IF INFIL IRA 77ON SYSTEM IS USED) AND EROSION CONTROL FACIURES DEPICTED ON THE APPROVED DRAWINGS ARE INTENDED TO BE MINIMUM REQUIREMENTS TO MEET AN77CIPATfD SITE COND177ONS. ADD177ONAL DRAINAGE AND EROSION CONTROL FACIL177ES MAY BE REQUIRED AS 517UA77ONS WARRANT DURING CONSTRUC7ON. THE IMPLEMENTA770N, MAINTENANCE, REPLACEMENT AND ADD17IONS TO THESE CONTROL SYSTEMS SHALL BE THE RESPONSIBILITY OF THE PERM1 7EE. 3. THE DElEN77ON (RETENTION /F INFIL TRA77ON SYSTEM IS USED) CONTROL POND SHALL REMAIN IN PLACE UN77L THE PERMANENT STORM SYSTEM IS IN PLACE AND OPERA 77ONAL. 4. THE TEMPORARY EROSION CON7ROL FACILITIES, INCLUDING ALL PERIMETER CONTROLS, SHALL REMAIN IN PLACE UN77L FINAL SITE CONSIRUC77ON 1S COMPLETED AND APPROVAL HAS BEEN RECEIVED FROM THE CITY. 5. ALL AREAS OF AC77VE EARTHWORK WHICH HAVE THE POTEN77AL FOR EROSION AND SEDIMENTA77ON IMPACTS ON ADJACENT PROPERTY AND DRAINAGE WAYS MUST BE STABILIZED ACCORDING TO THE FOLLOWING SCHEDULE FROM APRIL 1 TO SEPTEMBER .30, AREAS AT FINAL GRADE AND THOSE HATCH ARE SCHEDULED TO REMAIN UNWVRKED FOR MORE THAN JO DAYS, SHALL BE STABILIZED WTHIN 10 DAYS: FROM OCTOBER TO MARCH A EARTHWORK AC77W77ES SHALL BE CONDUCTED IN STAGES IN ORDER TO MINIMIZE SOIL EXPOSURE. EXPOSED SOILS WITH AN AREA GREATER THAN 5,000 SQUARE FEET THAT ARE SCHEDULED TO REMAIN UNWORKED FOR MORE THAN 24 HOURS AND EXPOSED AREAS OF LESS THAN 5, 00 FEET THAT WILL REMAIN UNWORKED FOR MORE THAN 7 DA YS SHALL BE STABILIZED IMMEDIA TEL Y. CITY OFAUBURN STORM SEWER CONSTRUCTION NOTES I. THE CONTRACTOR SHALL OBTAIN ANY NECESSARY STORM LINE CONNEC77ON PERMITS FROM THE CITY OF AUBURN, PRIOR TO CON57RUC770N. 2. ALL STORM DRAINS WITHIN THE DEVELOPMENT SHALL HAVE 57FNCIZED "DUMP NO WASTE - DRAINS TO "EITHER" STREAMS, "W£7ZANDS; OR GROUNDWA7FR" AS APPLICABLE. CITYOFAUBURN STANDARD DETAILS GRADING AND EROSION CONTROL CON5IRUC17ON ENTRANCE EROSION - Ol 51L T CONTROL FENCE EROSION - 02 CATCH BASIN PR07FC77ON FOR GRADING PROJECTS' EROSION - OJ CATCH BASIN PRO 7FC77ON EROSION - 04 CHECK DAMS AND SWALES EROSION - 05 STRAW AND HAY BALE BARRIER EROSION - 07 STORM DRAINAGE GRADING/EROSION DISCHARGE CONTROL STRUCTURE STORM - 04 RESIDENTIAL F0017NG DRAIN DETAIL STORM - 07 6.' 1 BATTER EXTRUDED f CURB SIZE OF ROCK (i. e. 3 MAN) / 1 "0 TYPICAL, 40 HOLES MINIMUM AT 10 O.C. L6 LIMITS OF GRA VEL CONE PERFORA7701VS SHALL 72" MINIMUM , :° ° ' / 3/ ; BE LOCATED WITHIN. THICKNESS OF " ., SlL T FENCE (TYP) 2 TO 3 WASHED / Z 48" MIN. CMP STANDPIPE, GRA VEL OR 3" TO OPEN TOP, CLOSED BOTTOM, 4" ANGULAR Z TOP OF BERM ENCASED IN CONCRETE. ROCK. EL. 586.0 EL. 585.0 vI ;; :::?� o EL. 584.5 �— COvwCT 4" PERFORA 7ED P. V. C. 1 VIA DRAIN PIPE TO THE NEAREST DOWNSTREAM CATCH BASIN, OR ROCKERY GENERAL NOTES AS SHOWN ON PLANS. I. MAXIMUM INCUNA77ON OF THE SLOPES ABOVE AND BEHIND ROCKERIES SHOULD BE 2.1 (HOR. VER). 2. MINIMUM THICKNESS OF ROCK FL TER LA YER IS 12 INCHES. 3 MINIMUM EMBEDMENT OF BASE ROCK /S 12 INCHES UNDISRIRBED NA77VE SOIL OR COMPAC7FD FILL PLACED /N ACCORDANCE WTH GEO TECHNICAL REPORT RECOMMENDA77ONS. 4. ROCKERIES GREATER THAN 4 FEET IN HEIGHT SHALL BE DESIGNED BY A STRUCTURAL ENGINEER AND CALCULA77ONS SHALL BE PRO WDED TO THE CITY. ROCKERIES TO BE INSTALLED UNDER PERIODIC OR FULL 71ME OBSERVA 77ON OF THE GE07ECHNICAL ENGINEER. 5. ROCK SHALL BE PLACED TO GRADUALLY DECREASE IN SIZE W TH INCREASING WALL HEIGHT IN ACCORDANCE WTH THE GE07FCHNICAL ENGINEERS RECOMMENDA 77ONS. 6. MINIMUM WIDTH OF KEYWAY EXCAVA77ON SHALL BE EQUAL TO THE THICKNESS OF THE BASAL ROCK (AS DETERMINED BY THE GEOTECHNICAL ENGINEER'S DESIGN) PLUS THE ROCK FL 7FR WIDTH 7. THE LONG DIMENSION OF THE ROCKS SHALL EX7END PERPENDICULAR TO THE ROCKERY FACE TO PROVIDE MAXIMUM STABILITY. 8. ROCKS SHALL BE PLACED TO AVOID CONTTNUOUS JOINT PLANES IN VERTICAL OR LATERAL DIRECPONS EACH ROCK SHALL BEAR ON TWO OR MORE ROCKS BELOW IT, WITH GOOD FLAT -TO -FLAT CONTACT. 9. CONSTRUCTION OF ALL ROCKERIES SHALL BE IN CONFORMANCE WITH THE ARC ROCKERY CON57RUCTON GUIDELINES. ROCKERYDETAIL NO SCALE 8opw AE' 57385 WA 7FR TIGHT SEAL 8"x8"x80 PVC 7EE WITH-- RUBBER GASKET ✓0/1VT 5 4 3/16 "0 ORIFICE --- 6" CONC. BASE COMPAC70 GRAVEL BASE POND 80T7V W EL. 5m0 NOTES.' 1. PROVIDE A RIP RAP LINED SPILLWAY, 6" MINIMUM ABOVE STANDPIPE, OPEN TOP. 2 A MUL 7IPLE PHASE POND SEPARA TED BY PERVIOUS GRA VEL WINDOW MA Y BE REQUIRED TO CONTROL AND TRAP SEDIMENT, AND TO REDUCE DISCHARGE ENERGY. .3. POND CHARACTERI577CS SUCH AS DESIGN VOLUME, INFLOW, OUTFLOW, AND MAXIMUM HEAD SHALL BE SHOWY ON PLANS. 4. THE OUTLET PIPE SHALL BE A MINIMUM OF 810 5. INDICATE SEASONAL HIGH GROUND WATER ELEVA 17ON. EROSION DISCHARGE CONTROL STRUCTURE NO SCALE NOTE' CONTRACTOR lS REQUIRED TO HAVE THE CITY OF AUBURN STANDARD N07ES AND STANDARD DETAILS AND SPECIFICA (TONS A VAILABLE ON JOB SITE WHENEVER CONSIRUC77ON lS IN PROGRESS. RECORD DRAWING CERITFICA 17ON THESE DRAWINGS CONFORM TO THE CONTRACTORS CONSIRUC77ON RECORDS RY_• DA TE.' 77TLE/POSI TION.' CONFIRMED BY CITY DA TE' UNDERGROUND LOCATOR SERVICE CALL BEFORE YOU DIG. 1-800-424-5555 PROJECT REF. GRA 04-0014 7- THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURNS ENGINEERING DIVISION REQUIREMENTS: APPROVED BY DA TF APPRO VED: d•� R O o co W V a c o ' a X 04 Zco � ko co Z m C4 Z Q J a Z � W � Z W W Z Z W 0 0 W Li �< Q o Q Z �Lu v � � Q w J � > o Li � � � U) Q d w 0,_, 0 0 0 Q SHEET NUMBER C1.03 SHEET OF 3 6 PROJECT NUMBER 02079 0"1970 SEC.6. TWP. 20 N.. RGE. 5 E. W.M. W� GRADING & EROSION CONTROL NOTES (ADDITIONAL NOTES ON SHEET C1.03) 1. NO UNCONTROLLED SURFACE WATER SHALL BE ALLOWED TO DISCHARGE FROM THE SITE DURING CONSTRUCTION. c 2. NO RUNOFF SHALL BE ALLOWED TO DRAIN TO THE PROPOSED o 0 CONVEYANCE SYSTEM UNTIL APPROVED BY THE CITY OF AUBURN. v� ,3. CONTRACTOR SHALL COMPLY WITH THE APPROOED EROSION CONTROL PLANS AND INSTALL ADDITIONAL EROSION CONTROL MEASURES AS NECESSITATED BY FIELD CONDI77ONS TO ENSURE NO UNCONTROLLED SURFACE WA TER LEA ICES THE SITE AND TO o LIMIT THE AMOUNT OF EROSION. 4. EROSION CONTROL MEASURES SHALL NOT BE REMOVED UN77L SITE /5 STABILIZED AND ONLY WHEN ALLOWED BY THE CITY OF AUBURN. 0 GRADING & EROSION CONTROL z CONS TRUC T/ON SEQUENCE de.sLo 1. INSTALL CON57RUC77ON EN7R41VCE AND PERIMETER FILTER FENCE. �� co 2 PROVIDE INTERIM CATCH BASIN PRO TfC77ON FOR ALL EXISTING DRAINAGE STRUCTURES ADJACENT TO SITE. v' .3. CONSTRUCT SEDIMENT POND AND ASSOCIATED FACILITIES AS SHOWN ON THIS SHEET. GRADE (FILL) EXISTING SEDIMENT POND. 4. INSTALL INTERCEPTOR SWALES AND TEMPORARY CUL VERTS TO DIRECT DRAINAGE TO SEDIMENT POND. 5. GRADE SITE PER APPROVED GRADING PLAN. cn C� a Z _ r-,! o W O co k a h > a h a w \S co co Z v — h m � Z 2 Q J (Z V W LEGEND °ce W w FIL TER FABRIC FENCE x X x z INTERCEPTOR SWALE —♦► cD z W ROCK —LINED SWALE — CONSTRUCTION A CCESS LIMITS OF CLEARING -^--�--�f ROCK CHECK DAM INLET FIL TER ~ Z W 0 N L SCALE.• 1 " = 40' p z 0 20 40 80 z wiz v L44 Q QWJ (4) Q (". � 0^ � Z W RECORD DRAWING CERAFIC4770N THESE DRAWINGS CONFORM TO THE CONTRACTORS CONSTRUCON RECORDS BY DA TE.- TI TLE/POSI TION.- CONFIRMED BY CITY DA TE.- `Iu 10 �7 PROJECT REF GRA 04-0014 THESE PLANS ARE APPROVE-D FOR CONFORMANCE WITH THE CITY OF AUBURNS ENGINEERING DIV510N REOUIREMEN7i: APPROVED BY , DA TE APPRO VED. W U O ch w Q im z N t Q I-- w v � � o J � W > o � ° cn Q Q w 0 C) C) 0 Q SHEET NUMBER C2.01 SHEET OF 4 6 PROJECT NUMBER 079 o" ( &V. ti -qFr- R_ 7WR 20 At - ROF 5 F - W M_ LLJ ...... ......... . . . . . . . . . . . ... . . . .... ......... ......... . . . . . . . . . . . . . . . . . . . . . . . . . . . . ....... . . . . . . . . . . . . . . . . . . . . . . . . . . ....... ......... . . . . - - - - - - - - - . . . . . . . . . . . . . . . . . . . . . . . . . . . ... ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ......... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 'fZ SIL T NIT ........... ......................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ................... . . . . . . . . . ........... ......... ......... . ....... . . . . . . . . . . ... ......... ............... .. .... ..................... .. ..... .... . ......... ....... ......... ...... ......... .......... .................. ................... ......... - ......... ......... ........ ......... ...... ........ ---------- .............. ................... ....... ........ .......... ... ..... .. ............... ..... .......... ...... .... ....... ... .......... ...... ...... ........ ......... ......... ........... ......... ........ .......... ........ ......... ......... ................... ................... ------ ........... ......... ................... ........ .... ...... ...... ...... ......... ......... ......... ... ------- ......... ...... ............... .... .. 620 ....................................... ............................ .......... .......... ....................... -620 .......... .......... ------ ............... ..... .......... ... ............................................. ... .......... ...... ........... . ...... ..... . ............................. --------------- . ... ............. ....... ....................................... ......... ............................ ......... ................................. ..................................................................................... ................ .. ......... --------- . ................. - .......................... . ......... -------- ---------- .................. . ................. ....... ------- ............................... ...... ................................... . ....... ......................... ........ ........ . . ........ ..................................... .......... :PAZISADES'. ......... ................... .......... ..................................... ............ ......... ....................................... ....... ....................................... .. -..: .......... ........... * ....... ­­- -------- ................. ......... ....... ........ ..... ......... ......................... ................... ......... ................... ................... ......... ... .. ..... ............. ....... ....... ...... .. ........... . ............... 10: � :­ ................... ......... ........... ..... ... — — ......... : .......... .......... ..... ................ .. ..................... 9Z 90. ........... ............. ........ ... ............. ............. ..... ......... ......... .... ... ...... .. ...... . . . . . . . . . .......... ... ........ . ......... . . . . . . . . . . . . . . . . ... .. BLDG '17 - ---- ............... F 7 6X. 85 . ........... ......... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .... .................... .... --- ­­ .... ... ..... .. ..... ------ -- 600 ----- .. ..... --- .. ... --------- ......... ...... 15. ...................... ....... ................... — — ..... ...... — — — - - ....... FF 603 FF 601.15' ....... ............. .............. ............ .......... ............... . - ------ ­600 --- . . . .................... . ....... .......................... . .............. .................... ................... .............................. ........ ................... ... ..... ......... ....................................... ....................... ­------­­ ... .......................................... ............... .................................... .......................................... ...................... ................ ........................... .................................................. .............. ......... . . ............ ......................... ................................. .......................................................... .................... ................ ...................... 7 . . . . . . . . . . . . . . - - - - - . . . . . . . . . . . . . . . . . . . - 610 -50 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .... ......... ... .... . . . . . . . . . . .... . . . . . . . . . . . . . . . . . - - - . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . - - - - - - - - - . . . . . . . - - - . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . - - - - - - - - - - - . . . . . - - - - - - - - - - - . . . . . . - - - - - - . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . - - - - . . . - - - . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . - - - - - - - . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . - - - - - - - - - - . . . . . . * . . . . . . . . . . . . . . . 58 ........ ................................................. .... .0 - - - - - - - - - - . . ......... ........................................................... . . . . . . . . . . . . . . . . . . . . . . -------------_-- ........................ ................................................... - - - - - - ............................. . 7- . ...................... - - ................... ............................................ . . . . . . . . . - - - - - - . . . . . . . . ................................................................ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. .... ........ --------- ......... .................. ......... .............. ................................. ....................................... .................................. . . . . . . . . . . . . . . .... ....................................................... . . . . . . . . . . . - . . . . . . . . . . . . . . . . ............. ............ ......... ......... ............................ .................................. .................................... - - - - - - . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ..... ......... ......... ....... ................... --------------------------------------- ....................................... . . . . . . ......... ......... ................... ............................. ........ . . . . . . . . . . . . . . . . . . . . . . ........ ----- ......... ................................. .................................... ....................................... . . . . . . . . . . . . . . . . . . . . . - - - - - - - - . . . . . . . . . - - - - - - - - - - - - - - ....................... ........ ............ ............... ...... .. .... .. 580 ................... ....................................... ........................................ ...................................... ---- --------- .......... ........................ ....................................... ....................................... ............ .......................... ......................... ..................................... ................................ ............................... .............. ...................... . ............... ..................... ................. .............................. ................... .......... ............. --------------------------------------- ....... ............. . . . ......... .. ............. . . ... . . ................... ........... ...................................................... . ......... ......... 'SECTION Ajill-A ... ..... ....................................... ....................................... .................................. ....... ......... ......... ......... ................... ........ ......... ......... ......... . ................................. ................... ..... ..................................... .............. ................ ....... ................................ ...... ....... ......... ... . .. ........... ............. . ...... ------- .......................... ... ... .... ................................. ......... . ....... ......... ................... . ... ... . ..... . ........... ... ....... ........... ....... ....... . ............................ .............. ........... ......................... . . .. . . ............. ....... ...... ..... ....... -------- ...................... ...................................................................................... ................................... ....................................... .............................................. ........................................... ............... ................................... ......... ......... .. ...... ..... ......... ------ ................... ........ . ........ ...... .............................. ......... ......... ............. ......... ......... --- --- 620 ........... .......... ......... .......................................... ...................... ................ ....... ......... ......... .... ......... ................... .... --------- ......... ............. .................. ......... ......... ............... . . ............... .................. . ...... ......... ................. ......... ......... ...... ......... ......... ......... --------- ......... --------- ......... ......... ......... ......... ................................................................ ....................................... . .............. ......... ......... .................................. ......... ------ ......... .. ...... ­­ ......... --------- ......... .......... . . .. .. .............................. . .. . ..... ............................ ... ... . .......... .. ..... .......... ......... .. .................... ..... ......... ......... . . . . .... ............................................. ............... .. - ------ ------- ......... ......... . ...... ............. . ............................................... . ....... ..... ....... ........ ....... ......... : - ....... ......... ....... ........... ------ . ... . ............................... ....... ..................... ......... ......... ......... ..... .................................. ........ .................... . ..... ................. ................... ...................... ....... -- ­­ ......... .................. ....... ... ........ . .................... ......... ..... ........ . ...... . ...... ............................................ ...... ...................................................... ....................................... ....................................... ................. ..................... ....... ................ ....620 ............... ........ --------- . . . . .......... -] .... .. ..... .... .............. ----------------- -------------- ....................... .................................................. ............................................................................... ----- ...................... ............ --------------- . . * ZZ5 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . : - . . - - - - - - - - . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . p,Ajj.,lC . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 600 . . . . . . . . . . . . . . . . . . . - - - . . . . . . . . . . - - - - - - - - - - - - - - - . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . - - - - - . . . . . . . . . . . . . . . . . . . . . . . . . . . . . - ....................................... ............................ - - - - . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . _....600 ........................ ....................................... ......................... ........... ......................................... ................... ................... ....................................... ................................ ------ .............. ................... - . .................. ............ .............. ............. ............ ...................... . . . . . . . . . . . . . . .............. . . . . . ..... ................................ .................. .......... .................................................................. . . . . . - - - - - - - ............ ....................................... - - - - - - - - - ................................... - - - - - - - - . . . . . . . . - - - - - - - - . . . . . . . ------------- ........................ ............................ ........................ -------------- ......................................................................................................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ..... . .. .. ........... ................ ................................................ . . . . . . . . . . . . . . . . . . . . . ........................ ........................................................................................ . . . . . . . . _-L. . . . . . . . . . . . . . . . . . . . . ................. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ......... ......... ........ ......... . . . . . . . ......... . . . . i fF: 5117;R --- . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ........... M777 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . - - - - . . . . . . . . . . . . . . . . . . - - - - - - - - - . . . . . . . . . . . . . . . . . . . .. . .. . . 77:4�.,��,�,,..��,�'....,..�-..,. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 580 .......... .................... .................. ........ ....... ... ----------------------------------- ------------- .. .................................... ......... ........ ............................ - - - - ------- ............................... - - - - .. ....................................... ......... - - - - - - - - . . . . . . . . ..................................... . ............... ......... . . . . . . . . . . . . . . . . . . . . . . . - ............................................................................... ......................................................................... ......... ......... .......... ......... ......... ........ - - . . . . . ....................................... ........ ......... . ..... . .. .............. ......... ......... . . . ........................... ....................................... ....................................... ......... ... .............. ................. ...... . . . . . . . . . . . . . . . . . . . . . . ...................... . ............... ....................................... ...... ......... ......... . . . . . . . . . . . . . -----­--------------------- ...... ................................ ......... ......... ......... . . . . . . . . . . . . . . . . ..... ....................................... ................... ........ --- --- . ...... ------------------- --------- - - - - - . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .................. --------- .................. .................. ............. ................. ..................... ............ 5..O. ......................... ........................................ ........... ........................... .................................. .................................. ..... ............. ....... ---- --- ...... ........ .. ..... - --- ---------- ......... --------- -------- ......... ................... ......... ........ ---- ­- ............................ ......... ......... --------- ­­ - ......... ........... ........ ............... ......... ............ ....... ......... .................. I -------------- ............................................. ............ ...... .......... ...... ........... ................... ... --- --------- ......... ............ ............... ..... ................... ............ . .............. ......... .... .... ........... ........................... ...... . .......................... ........................................................ ................... ............................. ...... ................... ......... ..... ......... ........ ......... ......... ----- ----------------­ ..................................... ......... ......... ......... ... ......... .. --------- ......... ......... ......... ......... ......... ......... --------- ......... ......... ......... ........ ............ ......... ......... ........................ ................... ......... ........................ ....................................... ......... ......... ......... ......... ......... ......... ......... ...... ............................. ......... -------- ....... ......... ......... . ......................... ... ......... ECTION-0-0- .......................... ---------------------------_-- .............. . ............................................. -------------- ......... ............................. ......... ......... ........ ......... ......... ......... ......... ......... ................... ......... ......... ................... ......... ......... ......... ......... . .. ............. --------- ................... ................. I ...... ­----------------------- ......... .......... ................... ......... ...... ....... .......... ......... ... .... ........ --- ----- ... .............. .................. ............. ....................................... ................................... . . ... ... .... ...... ......... ........ -- ......... ......... -------­-­--- --- ......... .. ......... ......... .. ............... ........ . ....... ......... ......... ....... .............. ....................... . ..................................... .......................................................... ............... ..... .... --- - ....... .... .... --------- .................. -------- ...... ............ ...... ------ ................... ... ............ . ...... ........... ... ------- ..... . . ......... ...... ---- --- ............ ........ ......... ........ ......... ------- --------- ..... - ..... . .. ......... . . . . ......................................... ........ ... .. ................ ---- .......... ....... ......... ...... ....... ......... ......... ....................................... ..... ... .......................... ....... .. ...... ­ ------- ............... ........... ....... ............. ......... .......... ..... ........ - ------ ................ .............. ............................. ......... - ------ ......... ......... ­ ---- ---- ---- ............... ...... .. ........ ......... ......... ........ ......... . .... .... .. ...... ..... ....... ........... .. ............................. . . ......... ....................................... ................................ ................................................................ . .... ...... ------- --- *'*'* .......... ................................ ------ .............................................................. ...... .... ... ........ . . .................... .... ......... ....... ................... .. .... ........ ......... ........ ................... ... ... .... .... .... ........ .................. ............ ..... .... . .......... ..... .... .......................................... ----- ------ -- . ....... ....... ... .... ..... ......... ... .. . ...... ­- ---- .. ..... . ... ... .... ............ ....... .......... ----- ­- ---- ­­ - .............. ........ .............. ................... ....................................... ....................................................... ................... ......... ......... ----------------------- ...................................... ....................................... ......... ......... .... .. ........... ................... ......... ....................................... ......... .. ................ --------- ......... ......... ......... ......... .............................. ------------------- ................... ....... ......... ......... ......... ......... ......... ......... ......... .................. .................... ................ .............................................................. ....................................... ......... ...... ......... -------- ......... ......... --------- ......... ...... ......... ......... ......... ......... ......... ......... ......... ........ ......... ... ..................................... --- ---- ......... ......... ...... *'-** .... ... ......... .. ....................................... . ........................... ... . .. . . ......... . ....... . . ....................................... . ... ......... ........... . .......... ............ ....................................... ------- .......................... ................. .. ..... .... .... .............. ...... .. ...... ............ ......... ..... rW ZL T FZ ... ........ . .... ---- .................................... ....................................... ......... ----- - ....... ............... ........ ......... -------- .......... . ..... . -- ................... ....................................... ............................ ......... ......... ......... ................... ......... ............... ......... - --- . .......... ................... ............................. ......... ................... --------- . ............................... .......... ............. . ............. . ....... ............................................................................... ............................................................... ............... ............................. ...... .............. ... . . . ....... .............................................. --------- .... .... -------- ................... .............................. - -- ­­ ...... ................... ... ...... * ----- - ... ..... ......... .............. .... ...... ........ .... ... ..... .. . . --------- - ------ ................... ................... ........... ...... ...... . ............... ......... - ---- ------ .... . ....... .. ...... ----- ................... ...... ............... .620 ......... -'- : ................... ....................................... .......................... ........... ................... . ....................................... ....................................... ....................................... ...... ......... ....... ......... ....................................... ......... ....................................... ......... ....... ......... ....................................... ......... ......... ......... ........ ......... ......... ....................................... ....................................... ....................................... ....................................... ......... ...... ....................................... ...... ... . ...... ......................... . . . ............. ............................... .. ... ... .. ......... ... ... .......................................... ............. -.6120 .................... .................................................................... ........... ......... ............... .......... .......................................... .. ...... ................... ......... ................ ... ........ ......... ........ ......... .... ........... ........ ......... ................................... ............................................................................. ....................... ................. . . . .............. . .. ............. ------- -------- ---- - ........... .. . ................ ..... ............... ... ............... ................. ............. .................. ---------- ...... .......... ... ............ ............ .. ........... ..... .. ...... .. ..... .. ------------------- . ......... ................... ......... ......... ......... .................. ......... --------- ------ ................. ......... ........ ... .................. S'IfA#VA' ........ ............ . ...... ..... ......... ...... ....... . ........ ......... .. ......... .. . .... ........ --------- ......... ......... .............. FF - CONDOMINIUMS ........................... --- --- - .... .. --- - ------ ... ................... ........... .. ...... ....... --------- ............................ .............. ......... ......... --------- ......... ......... ......... ......... ......... ......... ......... ................... ......... ......... ......... .......... .60850 (UNDS? CONSrRUC770N) .................... ........ ... ............... ......... .......... ...... .. ...... :� ...... ........... . ...... ...... .. ................... ..... ........... ......... ------------ : ---------- ....... ......... .......... ------- ......... ......... ......... ......... ........... ................ .............. .......... ........ ......... ......... ......... ------ .... . ......... ... ..... ......... .... ... ........ ......... .... .... . .. .... -------- ........ .............. ......... ......... .................. .......... ........................... ....... . ---------- ......... .... .... ...... ......... ....................................... .................. ................... -600 ......... ...................... .......... . ...... ....................................... ................................. ....................... ....................................................... ................................. --------------------------------------- ---------------------- .............. ............................ .. ......... . .. .............. ............................... .................................... .o .o -------------------- .......... .................... ........... ........................................................ ........ .......... ......... ................... ................................................. ----------------------- ......... .................... .............. ....................... .................................. ....................................... ..... . ...... ------- - ......... .... N.X - 2 - .. ...... ......... ............... ................ ........ ......... .... ............. ......... ................... . ......... ......... ....... ..... ........ ......... ......... ....... ......... ......... ............ ... ..... ---- -- ......... ...... . ......... -------- ........ ....... ....... ............... ......... ............... .......... .... -- ---- .... .. ....... . . . ..... ................... WA Y ... Rr. .588 .... .. ...... 7777 ---------- ........ . ...... ....... ....... ................... : ... .............. **** * : ....... ......... ......... ..... .. ......... .... ...................... ....... ...... ..... ................ .. ....... ...... .. ..... ......... ... ... .. . .... ..... ..... .............. ......... .......... ..... . . . . . . . . . . .... .......... ......... . . . . . . . . . . . . ......... ........................ ......... .... .. . - ........ ......... - - - - - - . . . . . . . . . . . . . ------- ........ . . . . . . . ... ............... . . . . . . . . . . . . . . . . . . . . . . . ..... .... . ....... ...... ....... . . . . . . . . . . . . ..... ........ ......... ........ .......... . . . . . . . . . . . . . . . . . . . . . . . - - - - - - . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . - - - . . . . . . . . - - - - - . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . - - - - - - - - - . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . - - - - - - ................ ................. . . ...... ------ ---- ....... . ...... ...... .... . ..... _580. .................................. ....... ...... ................... .. ...................................... ................... .......... ......... ....................................... ......... ... ......... ....... . ................................ ......... ........ ....................................... ......... ...................... ....................................... ............. ......................... ......................................... ..................................... .... ................. ......... ......... ....................................... ...... ............................................................................... ........................................................................................ .......... .. ............... ............ .. ..... . --------- . ................. ............... .. ...... ...... ................................ ...... ........ ......... ------- ....... . ....................... ................ ..... ......... ......... ....... ......... --------- ......... . ......... ................ .......... ............................. --------- ....................................... ..... ......... ................... ......... ................ .. ...... ...................................... ............... ---------- ------------------ ............ ---------------------------------- ----------- - - .......... ......... ..... ------ ...... ......... . . ............. ....... ............................... .... .. . .... .. ......... .. ...... ---- ---- ......... ......... .... ......... --- ---- ......... ....... .. .. ....... .......... .... ..... ......... --- ­ .... ... ..... ......... --------------- - .. ... .. ........ .................. ................................ ...... ....................................... ....................................... ......... ......... ......... .. ....................................................... .................... ....................................... ......... ................... .................. ....... ... ......................... ............. ................ .................. ---_---------- . ............... ......... ............... -------- ....................................... ......... ......... ......... ................... ......... ............................. ............................. ....................................... ......... ......... ................... ................... ................... ............. ......... ... ......... .......... .... ---- ---- .. ............... ------ -- ............................... .................................... ............................... ............................................... ............. I ......................... ..... MMON-C-C ......... ......... ................... --------- ......... ......... ......... ......... ......... ............................. --------- .......... ................... .............. ......... ......... ....... ..... .... ....................................... ......... ......... ......... ......... ......... .......... I ..................... ......... ................... ...... .. ..... .. ......... ....... .. .. .... ......... ---- ....................................... ....................................... ...................................................... .... .... ........ * .......... ................... ......... ......... ....... .... ......... ......... ......... ........ -------- .... . .. ............ - - -------------­- .... --------- ......... ................... .................... .............. ................ .............. - - ............... ...................... .......... ................................. ......... ......... ....... ....... ............ ---------- - ------ ­--------------- .. * ................. --------- .......... ......... ................ ....... ...... .... ........ ................... I .................................. ................. ......... ......... ......... ......... ................... ......... ................... ......... ..... ......... I ........... ......... ....... . ....... - ------ ......... .................. ......... .............................. ---------------------- I ................ ...................................... - ------ ------- . ................. ......... ......... .... ......... ... ..... ............. .... ------ ......... .. ............... ....... . .... .......... ........ ...... .......... .... .. ....... ................... ................... ....... -- ----- .......... ............ ................................... I .............. ....... ...................... .... .......... ........... ....................... ............... ............ .......................... ....................................... . . . ........ . . . ............ ........................... ......... . . .. . ............. ... .............. ......... ........... .............. .......... . ------ --- - ---- . .......... . ........... ................................. ................ ... .... ...... ........................... .................... ... .... ................ ...... .. ----- .... --------- .... ......... ...... .... -------- . ..... ....... ......... ........ ....... ............... ..................... ... ................... ----- ------- .... . ..... ......... ... .... ............. -- ............ ..... .................. ..... .... ............ ... .. ....... ........ ............... ....... . ....... ......... .... . .. ............ ..................... - - ....................................... .......... ............................ ................... ............................. --------- ......... ...... .. --- - -------- ----------------------­ ............................................ . ... ----------- -- --- ... ..... ...... ......... .............. ......... ........ .......... ........ .......... .................................................................... ..... ......... ....... ......... ......... ..... ......... ..... ............... . ....... ...... ....................................... ......... --------- ......... ......... ......... ............................................................................... ......... ......... ....... ................. ............................. . ...... .................................... ....................................... .................................................................................................................. ........ ......... ------------------- ......... ............. ............. . ..... ................... ......... ......... ................... ......... .... --------- ......... ......... ......... ......... ...... .. ....... ........ ......... ............. ................... ................... ............... ................... ......... .... ... ................... ... . ......... ....................................... ------ .... .. ...... . ...... ....................................... ........ ....... --------- -------------------------- ....... ..................................... . ....... ............ . ...... ............ ......... ............ ........... --------------------------- ....................................... -------- ....... ....... .................... ........................ ....................................... ....... ............... ........ .... .. ..... .... . ....... ---- .. ...... ....... ------ .............. . . ....................... . . .... ..... . .. ................. .. ............................. .................................. ............... . . . . . .. .................................. .... . ................................ ............ ................................... ... . ............. .... ......... .. ..... ................... . ...... . ..... .... . ....... ........ ......... --- ---- .. ..... ... .... ---- ........ ......... ........ . ................. ....... ...... .. ........ ........ ............. ......... ------ - --- ­ ... .. ...... ............... ... ........................................ .... ..... ..... ......... ........... ............ ...... ------ . ...... ---- -- ..... ..................... ...... ......... 620 ......... ................ ................................. .......................... .. ........... ............ ...... ......... ......... ........ ................. ............................................................................... ........ ------------------- ............................ ....................................... --------- ........... .............. ............................................................................ ..................................... . . ........... 80C17 ............................. ...................... ------------------ .... .... .... .. ....... WG 22 ..................... ....................... ......... SIENNA ... ........ .. .................. ... ......... ... ... ... . 620 .................. : ...... : : ...................................... ...... .. ............... ......... --------------- .................... ........ ....... .................................... ..... ............... ------- .................... ........ ........ ............................. ................................................. ........... ................. ............................................................................... ....................................... ....................................... .............................................. ............................... : ......... ......... ......... --------- --------- --------- ------- ........... ...... ................. ......... ....... CONDOMINIUMS ................... ....... --------- ........ ...... ...... ........ .... ----------- ........ ................. ................ .. ......... ------ .......... ......... ......... --- ---- . ...... .. ...... : - ........... fT -------- ...... ......... : fF 612 .............. ......... ... .... .. ..... ......... ................... ----- ......... ...... .. ......... ......... ......... .... .... ...... ....... ............ ............. 611.5,0 ............ .85-- . ------ ........ --------- . ..... ..... .... ..... ... .... ........ ......... . . . . . . . . . . .............. . . . . . . . . . . ------- . . . . . . . - - - - - - - ................... . . . . . . . . . FF. - .................. ....... . . . . . . . . . . . . . . . . . . - - - - - - .... ..... ... . . . . . . . . . . . . . . . .................................. . . . . . . . . . . . . . . . . . . . . . . . . . ........ --------- . ..... ......... ........ .... ......... - - --- ---------- 600 .......... .... ......... ....... ... ........... .... . . . . . . . . . . . . . ... ............. . . . . . . . . . . . . ----- .... .... ..... ........ 602.. ....... ....... ----- ......... ............ .............. .......... ..... ......... ......... ......... . ... ...... --------------- .............. ................... . ........ .. ...... ............... .............. . . ...... ........ .......... ......... f VLCR .. ...... .................... SLDG -4 . ... ...... ......... : ..... ------------------------- ....................................... --- ------------------- I "I �. % , . - �l��,'t�,�*,�,,,,:,-��..�-,�-%.':.,-.-�,�-,�, ­: . . , /I . .................. ........................................................... ....... ....................................... .................................... 1600 ................... ....... ------------------------------- ....................................... ....................................... ....... ......................... . . ...... ............... .. . . ................ ....................... ........... .......................... . . ....... ....................................... ............................................................................... ..................... ...... ................ .... --------- .. ... .... ............. ------- ........... WAYSE --- ........ ............. ............... .......... , , .. .......... .......... --------- ....... ......... ......... ..... . ......... ... ......... . ....... ......... ................... ..... ......... ... . ... .... ... . ...... ........... ..... ..... .. ....... FF. 592.50 ............................ ................... ......... ..... . ... ........ t ......... ......... ................................... ............. .... .. ...... ......... .... .... .... . .......... . ...... ......................... . ......... ......... ......... ..... ......... ......... ......... ......... ................... ......... ......... ... ......... ......... ......... ......... ............... ............... ... ... .... .... ..... ... ......... ...... .. ..... ..... .... ......... ......... ............. ............ ................ --------- ....... .. ........................ .......... ..... . ..... ........... 580 ......... ........................................... ....................................... ............ ................... ................................ .................................................. --------- ............................. ......... ............................................................ .... ......... .... ... .... ......... ......... ..................... ------------ -------------------- .......................................................... ........................ ....................... ........... ...... ......... ................... ......... ......... ......... ......... ....................................... ............................... ............................................... ........ ......... --------- ................... .............. .......... ......... ....................................... ......... ......... ........ ......... ....... .............. ....... ................................. ....................................... ......................... ......... ......... --------- ----- . ......... . ......... ......... ... ... . ....... ....................................... .................... .... --------- ......... ......... ..... ......... ------------ ... ... ... ... . m .............. ....................................... ............... ......... ......... **._ .. ......... ..... ............................. ....................... ....... ....... ......... .. ...... ................... ..... ....... ... ---- — ......... ... ....... ..... -------- ..... ............. . ....... ......... ............................... I --------------- ............................................................................... ........................... ........................................... ....... ....................................... ....................................... .............................................................................. ......... .. ...... --------- .. .... -------- .. ....... ......... ..... ... ......... . ..... ... ... ..... .. ................. ......... ......... . ...... ................. ...... ......... . .......... ..................... .... .... .................................. ......... .............................. ....................................... ---------- ......... ............................. ................... ................... ............. .......... ............... ..................... ---------- ................... ......... ............................. ............. ..... ... ....................... .... . ..... ............. .......... ......... ..... ......... ......... ......... .. ......... .................. ......... ......... ......... ......... ...................... ......... ......... ------------------- ....................................... .......... ......... ......... --------- ............... ......... ................... ................... ............................. ..... ... _D ......... TION D .................... ................... ....................................... ....................................... ....................................... ........ --------- . ....... ......... ............. ................... ........... . ....... ......... ......... ...... .. ......... ......... -------- ... ............... ......... ------ ...................... --------- ...... ................................ ......... ......... ...... ......... ................... ......... ............... ......... ................... ......... ......... ......... ...... ......... ....................................... ......................... - --- ----- .. . .... ­ ...... ......... ......... ......... ......... ......... ......... ......... ------------------- ......... ......... ......... ........ -------- ......... ......... ......... ................... ................... . ... ...... ......... ................... ......... ......... ...... ----------------------- ......... . ... . . ........................... ......... ......... ......... . .......... ..... ..: ......... .... --------- ......... ......... ......... ........ ......... ......... ......... ................... ------- . ....................................... ....................................... --------- ........... ......... ... ....... ......... ..... ......... ...... ......... ......... ......... ......... .. ..... ........... .... .............................. ... ..... ...... ..................... ...... . ......... ................ ...... .. ......... -------- . ..... ............... ................ . ........... ...... ................ .............. .... ....... ........... ................ ......... ....... .......... ........ . . ......... ­­ ...... .. ...... ......... --- ----- .... . ........ ......................... ..... ..................... ................. ........... ---------------------------- ................................. ...................... .......... .................... ............. ............. ......................... . .. ..... ............. . ------ - ....... .. ....... ........... ...... ..... .......... .......... ------- - ..... ........... ......... ........ ......... .. ..... ... .... ............ .. .... ............. ......... ........ .......... ......... ....... .............. ......... . ..... ...... * . ..... ..... I ......... ­-­ .......... .... .. .... ....... ....................................... .......................... ............ ....................................... ................... ................... -- .......... ................... ......... ....................................... ............................................................................... ................. .......... ............................. - ---- ......... ......... -------- ................. ..................... ......... ..... ......... ......... ......... ....................................... ......... ...... ......... ......... ....... ............... ................... ............................................................................... ....... ............ ......... ......... ------------------- ..... ....................... . .. ............. . ......... ....... ........ - ------ ......... ..................................... . - - - - - - --------------------- ....................................... . ......... ....... .. .. ................... .... ..... ---- ---- .......... ................. . ..... ......... .. ......... ....................................... ....... ......... .. . .......... ..... ............. ................ ......... --------- ........... ......... ......... ......... ........ ......... ..................... ....................................... ...... ----------- ................... ......... ......... ...................... . . . . . . ...... ......... ........ ------ .................. ................... ............... I ............ ........................................... ......... ........ ........ ------- ......... ............. 51t A ................... ....... . .............................. .............................. ........................ ..... ......... --------- ...... ......... ................................... ................... .............. .............................................................................. .............. ......... ........ ..... ....... ... ......... --- ..... ......... .. .................................... .............. ............... ................... ......... ....... .. ....... -------- ......... ......... ...................... .... ........ ........ .... .... ....... --------- ----- - ..... ..... ... ----- ........ ............. ............................. .............. ............. ------------------ .................... ................ ....... .............. ............................................................................... ............................ ................................ ......... ................ . I ....... ...... ........... ....... ------ ........ ....... ............................... . ......... ..... ... . .. ... ... ..... --- --- ------- - .. .... ........... ---- - ------- .... .. . .. .... .... ........ . ............ .. . .... .......... ......... ......... --- ---- ............. .................. ......... .................................. . ......... ........ CONDOVINIUM5 ........... ............... ......... --------------- ............ ......... .................... ..... ......... -------- ....... ........... .. . . ......... ............................. ... ..... --------- --------- ..................... ......... ........... ...... 8LDG 20 (UDER CW5 WUC,7x) ...... ......... :620 . ...... ........ -- ------ .... ..... ........ ...... ......... ............... ....... ---------- - ------- 620 ......... .......... ............ . . .............................. ---- ......... ......... ........... ......... ....... ....... ......... ...... .................. ....... fF ....... .... ..... ......................... ... ......... ..... ............................ .......... ............................................................................................. .................................... ......... ........................ ........................................................ ........................ .............................................. ............................ ..................... .................................... .... .. .......... ................. ....................................................... ....................................... -------------------- .................. ...................................... ........... .................................. --------- .................................. --- .................. ............. .................... . ..................................... --- 616.70 ................................ ....... ......... .. .................. ... FF 616.70 St T FEM I ................... .................... ............... ................................................................................. ... .. ......... ......... ... ....... ax 7 . . . . . . . . . . . . . . . . . . . - - - - - - - - . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .......... ......... ................. ................. LDG 8 ......... ... .......... ...... ............................. f I .................. ................. FF ----- -- ........... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .... ... --- ------------ ----- .. .................. - - .......... 60525 .............. ... ... ................... ...... ....... . ....... ..... ...... ................... ....... . ....... . . . . . . . . . . fRGR EN ZDG. 6 ...... EV E ........ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ......... ......... ......... ......... . ....... ...... ---- . 600 . .... .. ........................................ ..... ....... . ... ........................... .. ....... ........... .......................................... _600. ...... .. ........................... WAY SE ......... ........... .................................... .......................... ------------------------------------- ....................................... ............. ............. .................................. ................ ........ - ............................ ............................................. ...... ................... ......... ...... FF 5-95 90. ...... .......... ............ ------ . . . . . . . 777 7 ....... ......... . . . . . . . . . . . . . ........ ................................. .... -------- . . . . . . . . . . . . . . . . . . . . ............... . .............. .. ......... ......... ...... .......... ......... — . . . . . . . . . . . . . . . . . . . . - - - - - . . . . . . . . . . . . . . . . . . . . . . . . . . . . .......... ----- Of ILL . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. ............ ............ ---- --------- --- - --- --------- ------ --- ..... ... ............... ................. ...... .. .. ......... ................ ......... ......... ......... ........ ......... .......... .. .. - --- --- ......... .......... HORIZ. SCALE- 40'. ............... ......... ......... ......... 580 ............. ......... ...... ......... .. ............ ........ ........ ......... .............. ......... ................ .......... ......... ...... ... ....... ....... ......... ....... . ......... . ...... . ... ..... .. . ** .... ........ ........ . .. .... ..... ... VERT SCALE- I 10' -Now% Z; Tt 04 Ui cl) 10 ol r\ co 0, x LL tj co K z co te) z CL c1c ui Ljj %4 %4 L4 L Q Q4 LLJ %4 h%4 %4 cj� z 0� LLJ 0 Ld C) Ld > ry Ld z z 3: 0 ry If < 0- < LLJ Q� a- C), 0101 <, NUMBER —SHEET ^ld C3.ZA SHEET OF 5 6 PROJECT NUMBER 02079 SECTION E-E rr SEC. 6, TWP. 20 N., RGE, 5 E., W. K SCALE.• 1 " = 40' BASIS OFBEA RINGS N014,3'16'E FOR THE EAST LINE OF THE SOUTHEAST QUARTER OF SEC77ON 6, TOWNSHIP 20 NORM, RANGE 5 EAST, W.M., PER RECORD OF SURVEY RECORDED UNDER A.F.N 200102265002 DA TUM NA VD 88 BENCHMARK 1. BRASS SURFACE MON. ® INERSEC170N LAKELAND HILLS WAY & EVERGREEN WAY S.E. E f-VA770N 564.51 2. BRASS SURFACE MON. 0 INTERSECTION LAKELAND HILLS WAY & ✓AMES AVE S.E. ELf'VA 77ON 498.32 RECORD DRAWING CER77RCAIION THESE DRAWNGS CONFORM TO THE CONTRACTOR'S CONSTRUC77ON RECORDS RY DA TE.' 77TLE/POSITION.' CONFIRMED BY CITY DA TE' u PROJECT REF GRA 04-0014 IHESE PLANS ARE APPROVED FOR CONFORMANCE W17H CITY OF AUBURNS ENGINEERING DIWSION REOUIREMENTS APPR0 I/ED B Y.• DA TE APPRO VED: i 9 f Ln br. co N04 d Z V a Z o O h �— a N y W Z Z a J Z a W � � Z sic r, W V Z W Of w Q z < � o 0 LLJ Q Q u a- ol 01 o Q SHEET NUMBER 07.02 SHEET OF 6 6 PROJECT NUMBER 02079