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HomeMy WebLinkAbout02D1666Ir W m W C\, 0 0 Cu m L0 66 CO CQ a G, 0 U R, LO m ID 4 a L O L0 CD LLD (U I - CD In 0 z a J w 4 J I-1 a uj W X GRAPHIC SCALE 120 0 60 120 240 Cc ( IN FEET ) O 1 inch = 120 ft. Z LEGAL DESCRIPTION A PARCEL OF LAND IN THE SOUTHEAST QUARTER OF SECTION 6, TOWNSHIP 20 NORTH, RANGE 5 EAST OF THE WILLAMETTE MERIDIAN, PIERCE COUNTY, WASHINGTON, AND MORE SPECIFICALLY DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHEAST CORNER OF SAID SECTION 6; THENCE NORTH 01'43'16" EAST, ALONG THE EAST LINE THEREOF 2,712.34 FEET TO THE EAST QUARTER CORNER THEREOF, THENCE NORTH 88'34"36" WEST, ALONG THE EAST -WEST CENTERLINE OF SAID SECTION, 861.11 FEET TO A POINT ON A NON -TANGENT CURVE, CONCAVE WESTERLY, HAVING A RADIUS OF 4,298.00 FEET AND TO WHICH POINT A RADIAL BEARS SOUTH 8226'51" WEST; THENCE SOUTHERLY AND CLOCKWISE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 0112'49" A DISTANCE OF 91.04 FEET; THENCE SOUTH 06 20'20" EAST 125.57 FEET TO THE POINT OF BEGINNING; THENCE SOUTH 80 33'04" WEST 264.88 FEET, THENCE SOUTH 8643'35" WEST 311.99 FEET, THENCE SOUTH 7724'08" WEST 556.97 FEET; THENCE SOUTH 12'35'52" EAST 73.24 FEET TO THE BEGINNING OF A CURVE CONCAVE EASTERLY, HAVING A RADIUS OF 627.50 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 12'41'02" A DISTANCE OF 138.91 FEET, THENCE SOUTH 25'16'54" EAST 111.73 FEET TO THE BEGINNING OF A CURVE, CONCAVE WESTERLY AND HAVING A RADIUS OF 682.50 FEET; THENCE ALONG THE ARC OF SAID CURVE, THROUGH A CENTRAL ANGLE OF 12'41'02" A DISTANCE OF 151.09 FEET; THENCE SOUTH 12'35'52" EAST 737.34 FEET TO THE BEGINNING OF A CURVE CONCAVE NORTHEASTERLY AND HAVING A RADIUS OF 35.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 98'41'29" A DISTANCE OF 60.29 FEET TO THE BEGINNING OF A COMPOUND CURVE, CONCAVE NORTHERLY AND HAVING A RADIUS OF 822.50 FEET; THENCE ALONG THE ARC OF SAID CURVE, THROUGH A CENTRAL ANGLE OF 01'40'38" A DISTANCE OF 24.08 FEET; THENCE NORTH 67*02'01" EAST 993.95 FEET TO THE BEGINNING OF A CURVE, CONCAVE NORTHERLY AND HAVING A RADIUS OF 35.00 FEET; THENCE ALONG THE ARC OF SAID CURVE, THROUGH A CENTRAL ANGLE OF 22'37'06" A DISTANCE OF 13.82 FEET TO A POINT ON A NON -TANGENT CURVE, CONCAVE EASTERLY, HAVING A RADIUS OF 2,587.00 FEET AND TO WHICH POINT A RADIAL BEARS SOUTH 68'32'15" WEST, THENCE NORTHERLY AND CLOCKWISE ALONG THE ARC OF SAID CURVE, THROUGH A CENTRAL ANGLE OF 04'13'53" A DISTANCE OF 191.05 FEET; THENCE SOUTH 72'46'08" WEST 20.00 FEET TO A POINT ON A NON -TANGENT CURVE, CONCAVE EASTERLY, HAVING A RADIUS OF 2,607.00 FEET AND TO WHICH POINT A RADIAL BEARS SOUTH 72'46'08" WEST; THENCE NORTHERLY AND CLOCKWISE ALONG THE ARC OF SAID CURVE, THROUGH A CENTRAL ANGLE OF 02 38'14" A DISTANCE OF 120.00 FEET, THENCE NORTH 7524'22" EAST 20.00 FEET TO A POINT ON A NON -TANGENT CURVE, CONCAVE EASTERLY, HAVING A RADIUS OF 2,587.00 FEET AND TO WHICH POINT A RADIAL BEARS SOUTH 7524'22" WEST; THENCE NORTHERLY AND CLOCKWISE ALONG THE ARC OF SAID CURVE, THROUGH A CENTRAL ANGLE OF 08'15'18" A DISTANCE OF 372.73 FEET; THENCE NORTH 062020" WEST 309.92 FEET TO THE POINT OF BEGINNING. SffE DATA: SITE ADDRESS: NORTHWEST OF THE LAKELAND HILLS WAY AND 69TH STREET S.E. INTERSECTION SITE AREA: 1,191,800t S.F. (27.36t ACRES) EX. ZONING: SFD-5 NO. OF LOTS/UNITS: 77 TOTAL IMPERVIOUS COVERAGE: 11.9t ACRES PERIMETER YARD SETBACKS: FRONT YARD: 15 FEET SIDE YARD: 5 FEET (INTERIOR) 10 FEET (STREET SIDE) REAR YARD: 20 FEET UTILITIES= WATER: CITY OF BONNEY LAKE SEWER: CITY OF AUBURN POWER: PUGET SOUND ENERGY TELEPHONE: QWEST _:_D ► '-1 _►1111 CUT - 67,000f C.Y. FILL - 47,500t C.Y. NET - 19,500f C.Y. (CUT) NOTE: THE ABOVE QUANTITIES ARE ESTIMATES ONLY. THEY ARE INTENDED FOR THE PERMITTING PROCESS. DO NOT USE FOR BID PURPOSES. THE QUANTITIES DO NOT HAVE STRIPPING, CUT OR FILL ADJUSTMENTS FACTORS APPLIED TO THEM AND WILL VARY DEPENDING ON THE SOIL CONDITIONS. AREA 8 at LAKELAND COVER SHEET A PORTION OF THE EAST 1/2 OF SECTION 6, TOWNSHIP 20 NORTH, RANGE 5 EAST, W M, CITY OF AUBURN, PIERCE COUNTY, WASHINGTON ENGINEER/SURVEYOR: APEX ENGINEERING, P.L.L.C. 2601 SOUTH 35th STREET, SUITE 200 TACOMA, WASHINGTON 98409 ATTN: JERRY WAKEFIELD PH.# (253) 473-4494 OWNER/DEVELOPER EVERGREEN TUCCI PARTNERS, L.L.C. 1302 B PUYALLUP STREET SUMNER, WASHINGTON 98399 ATTN: MIKE CORLISS PH.# (253) 891-7995 BENCHMARK BRASS MON. AT S.E. CORNER OF B.N.R.R. BRIDGE SPANNING THE STUCK (WHITE RIVER) (REFERED TO UNDER PIERCE COUNTY DATUM AS B.M. 0-11 (USGS) STD. DISK STAMPED "100 1913" ELEVATION = 100.42 (CITY OF AUBURN) T.B.M. CENTER OF SANITARY SEWER MANHOLE LID 5' NORTH AND 6' WEST OF INTERSECTION OF EVERGREEN WAY S.E. AND 58th PL. S.E. ELEVATION 572.50 (AUBURN) DATUM (NGVD29 VEFRT) NAD27 (CITY OF AUBURN) PARCEL NUMBER: l 052006-4-023 CONSTRUC710N SEQUENCE r % f 1. CALL ONE -CALL LOCATE FOR THE LOCATION OF EXISTING UTILITIES IN AREAS CRITICAL TO DESIGN (1-800-424-5555). 2. HOLD PRECONSTRUCTION CONFERENCE WITH CITY OF AUBURN. 3. INSTALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES AS a I IDENTIFIED ON SHEET 2 AND BY THE G.D.E.S,C. CONSTRUCTION SEQUENCE ON SHEET 2. 4. CALL CITY OF AUBURN FOR INSPECTION. 5. CONTRACTOR AND DEVELOPER WILL BE RESPONSIBLE FOR ADDITIONAL EROSION CONTROL MEASURES AS NECESSARY. 6. GRADE PROJECT TO PLAN GRADES. 7. INSTALL SANITARY SEWER SYSTEM. 8. INSTALL STORM SYSTEM. 9. INSTALL WATER SYSTEM. 10. INSTALL ALL OTHER UPUTIES. 11. CLEAN CATCH BASINS BY REMOVING SEDIMENT AND DEBRIS. 12. HYDROSEED ALL DAYLIGHT SLOPES AND OTHER AREAS TO REMAIN UNWORKED. J 13. PAVE SITE. 14. VERIFY STABILIZATION OF SITE. 15. CALL CITY OF AUBURN FOR SITE INSPECTION. ' GENERAL NOTES: d W 1. THIS DEVELOPMENT PROJECT SHALL CONFORM TO THE CITY OF AUBURN'S " l REQUIRMENT AND BE IN ACCORDANCE WITH THE APPROVED PLANS. ANY CHANGES FROM THE APPROVED PLAN WILL REQUIRE APPROVAL FROM THE OWNER, ENGINEER, AND THE CITY. 2. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE "WASHINGTON STATE DEPARTMENT OF TRANSPORTATION (WSDOT) STANDARD SPECIFICATIONS FOR ROAD, '} BRIDGE, AND MUNICIPAL CONSTRUCTION" (2000/LATEST EDITION), EXCEPT WHERE SUPPLEMENTED OR MODIFIED BY THE CITY'S PROJECT SPECIFICATIONS MANUAL, AND THE CITY'S STANDARD CONSTRUCTION DETAILS MANUAL. COPIES OF THE ABOVE DOCUMENTS SHALL BE AVAILABLE AT THE JOB SITE DURING CONSTRUCTION. 3. APRE- CONSTRUCTION MEETING SHALL BE REQUIRED PRIOR TO THE START OF ALL CONSTRUCTION. CONTACT THE PUBLIC WORKS DEPARTMENT AT 253-931-3010 TO SCHEDULE A MEETING. i 1 4. LOCATIONS SHOWN FOR EXISTING UTILITIES ARE APPROXIMATE. THE CONTRACTOR e IS CAUTIONED THAT OVERHEAD UTILITY LINES MAY NOT BE SHOWN ON THE DRAWINGS. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE TRUE ELEVATIONS ` AND LOCATIONS OF ALL UNDERGROUND UTILITIES AND THE EXTENT OF ANY HAZARD CREATED BY OVERHEAD UTILITY LINES. IDENTIFICATION, LOCATION MARKING AND RESPONSIBILITY FOR UNDERGROUND FACILITIES OR UTILITIES IS GOVERNED BY THE PROVISIONS OF CHAPTER 19.122 REVISED CODE OF WASHINGTON (RCW). PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR SHALL CALL ONE -CALL (1-800-424-5555) FOR UTILITY LOCATIONS (WATER, SANITARY SEWER, STORM SEWER, GAS, POWER, TELEPHONE AND TELEVISION). 5. PRIOR TO THE START OF CONSTRUCTION A PROPOSED ROUTE AND SCHEDULE FOR HAULING MATERIAL TO THE SITE SHALL BE SUBMITTED TO THE CITY FOR APPROVAL. IF THE CITY BELIEVES THAT THE PROPOSED HAUL ROUTE WILL ADVERSELY IMPACT THE STREET NETWORK, HAULING MAY BE LIMITED TO APPROPRIATE OFF-PEAK HOURS OR ALTERNATE ROUTES. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PUBLIC SAFETY ON AND AROUND THIS PROJECT. PRIOR TO THE START OF WORK, ALL METHODS AND EQUIPMENT USED FOR TRAFFIC CONTROL AND STREET MAINTENANCE SHALL BE SUMITTED TO THE CITY FOR APPROVAL. CONTRACTORS AND THEIR SURETY SHALL BE LIABLE FOR INJURIES - AND DAMAGES TO PERSONS AND PROPERTY SUFFERED BECAUSE OF CONTRACTORS OPERATIONS OR NEGLIGENCE CONNECTED WITH THEM. ' f 7. ALL CONSTRUCTION SURVEYING FOR EXTENSIONS OF PUBLIC FACILITIES SHALL BE i' DONE UNDER THE DIRECTION OF A WASHINGTON LICENSED LAND SURVEYOR OR A WASHINGTON LICENSED PROFESSIONAL CIVIL ENGINEER. 8. CERTIFIED DRAWINGS ARE REQUIRED PRIOR TO PROJECT ACCEPTANCE. REFER TO THE CITY'S "RECORD CONSTRUCTION DOCUMENT" HANDOUT. w 1�mmm PROPOSED SIDEWALK PROPOSED ASPHALTIC PAVEMENT - PROPOSED CENTERLINE - - - - - - - - - - - PROPOSED EASEMENT - - -- ---- -- - - PROPOSED FLOWLINE - - - PROPOSED SANITARY SEWER LINE - - - PROPOSED STORM DRAIN LINE PROPOSED WA TER LINE - - -- PROPOSED CONDUIT LINE -�__-- ---------- PROPOSED ROOF DRAIN - 6" PVC 0 1% MIN. - - - - ,.,- - - - - - - PROPOSED ROOF DRAIN - 8 PVC @ 1% MIN. EXISTING PROPOSED O OO TYPE II CATCH BASIN 0 ■ CATCH BASIN O0 SANITARY SEWER MANHOLE 0 0 ROOF DRAIN CLEAN OUT FP FP CROSS DID li, TEE P� HORIZONTAL BEND AIR RELEASE VALVE T BLOW OFF �Q Ak FIRE HYDRANT m H GATE VALVE 1B 0 WATER METER D ► REDUCER ® MONUMENT 0 • PROPERTY CORNER # LIGHT POLE SITE LIGHT ® ® MAIL BOX ® ® JUNCTION BOX STREET TREE PER MASTER LANDSCAPE PLANS QX WATER CONSTRUCTION NOTE O G.D.E.S.C. CONSTRUCTION NOTE CROSSING CONSTRUCTION NOTE ONE -CALL NOTE= #1-800-424-5555 BURIED UTILITIES ARE SHOWN AS INDICATED ON RECORD MAPS FURNISHED BY OTHERS AND VERIFIED WHERE POSSIBLE BY FEATURES LOCATED IN THE FIELD. APEX ENGINEERING, ASSUMES NO LIABILITY FOR THE ACCURACY OF THOSE RECORDS, OR FOR THE FINAL LOCATION OF EXISTING UTILITIES IN THE AREAS CRITICAL TO THE DESIGN. NOTE: CONTRACTOR IS REQUIRED TO HAVE THE CITY OF AUBURN STANDARD NOTES AND STANDARD DETAILS AND SPECIFICATIONS AVAILABLE ON JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. U U Q Q m m w Q 00 P0 ALGONA z PACIFIC m 3RD AVE SE tv o w w N z x a K W COUNTY Q o`� 1ST ST ."„"%. __-- -KING _COUNTY _ �sF WAY SE Lq IERCE COUNTY, -` AUBURN VICINITY MAP SCALE 1 " = 1 /4 MILE SHEET INDEX O SHEET 1 COVER SHEET SHEET 2 GRADING AND T.E.S.C. PLAN SHEET 3 GRADING AND T.E.S.C. CROSS SECTIONS SHEET 4 GRADING AND T.E.S.C. NOTES AND DETAILS SHEET 5 ROAD AND STORM DRAINAGE NOTES AND DETAILS SHEET 6 ROAD AND STORM DRAINAGE PLAN AND PROFILE - 67TH STREET SE., STA: 10+00 TO STA: 13+50 SHEET 7 ROAD AND STORM DRAINAGE PLAN AND PROFILE - 67TH STREET S.E., STA: 13+50 TO STA: 18+00 SHEET 8 ROAD AND STORM DRAINAGE PLAN AND PROFILE - 67TH STREET SE:, STA: 18+00 TO STA: 21+37.84 SHEET 9 ROAD AND STORM DRAINAGE PLAN AND PROFILE - UNDSAY AVE SF, STA: 30+00 TO STA: 34+50 SHEET 10 ROAD AND STORM DRAINAGE PLAN AND PROFILE - 68TH STREET SE:, STA: 34+50 TO STA: 39+00 SHEET 11 ROAD AND STORM DRAINAGE PLAN AND PROFILE - 68TH STREET SE:, STA: 39+00 TO STA: 43+50 SHEET 12 ROAD AND STORM DRAINAGE PLAN AND PROFILE - MARSHALL AW_ SE., STA: 43+50 TO STA: 47+55.21 (0 SHEET 13 ROAD AND STORM DRAINAGE PLAN AND PROFILE - 68TH LOOP S.E, STA: 50+00 TO STA: 53+50 SHEET 14 ROAD AND STORM DRAINAGE PLAN AND PROFILE - 68TH LOOP S.E., STA: 53+50 TO STA: 57+00 SHEET 15 ROAD AND STORM DRAINAGE PLAN AND PROFILE - 68TH LOOP SE, STA: 57+00 TO STA: 60+15.21 SHEET 16 ROAD INTERSECTION DETAILS SHEET 17 ROAD INTERSECTION DETAILS SHEET 18 ROAD AND STORM DRAINAGE PROFILES SHEET 19 SANITARY SEWER AND WATER PLAN AND PROFILE - 677H STREET SE, STA: 10+00 TO STA: 13+50 SHEET 20 SANITARY SEWER AND WATER PLAN AND PROFILE - 67TH STREET S.E, STA: 13+50 TO STA: 18+00 SHEET 21 SANITARY SEWER AND WATER PLAN AND PROFILE - 67TH STREET S.E., STA: 18+00 TO STA: 21+37.84 SHEET 22 SANITARY SEWER AND WATER PLAN AND PROFILE - UNDSAY AVE. SE, STA: 30+00 TO STA: 34+50 SHEET 23 SANITARY SEWER AND WATER PLAN AND PROFILE - 68TH STREET SE, STA: 34+50 TO STA: 39+00 SHEET 24 SANITARY SEWER AND WATER PLAN AND PROFILE - 68TH STREET SE, STA: 39+00 TO STA: 43+50 SHEET 25 SANITARY SEWER AND WATER PLAN AND PROFILE - MARSHALL AVE. S.E, STA: 43+50 TO STA: 47+55. SHEET 26 SANITARY SEWER AND WATER PLAN AND PROFILE - 68TH LOOP SE, STA: 50+00 TO STA: 53+50 SHEET 27 SANITARY SEWER AND WATER PLAN AND PROFILE - 68TH LOOP SE, STA: 53+50 TO STA: 57+00 SHEET 28 SANITARY SEWER AND WATER PLAN AND PROFILE - 68TH LOOP SE, STA: 57+00 TO STA: 60+15.21 SHEET 29 SANITARY SEWER AND WATER NOTES AND DETAILS SHEET 30 COMPOSITE UTILITY PLAN SHEET 31 MASTER LOT AREA MAP SHEET 32 MAILBOX, SIGNAGE, CHANNELIZATION, AND LANDSCAPING PLAN SHEET E1 STREET LIGHTING PLAN q� FOR WATER ONLY THESE PLANS ARE HEREBY APPROVED FOR CONFORMANCE WITH THE CITY OF BONNEY LAKE PUBLIC WORKS STANDARDS AND SPECIFICATIONS. APPROVAL IS VALID FOR A PERIOD OF 12 MONTHS FROM THE DATE OF SIGNATURE 1(::7� _� - 31 C'Z CITf CNGINEEF7--DATE RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACTOR'S C TRUCT40N, RECORDS BY: DATE: a 3 TITLE/POSITION: Let iX Sit Adl s.P.--- CONFIRMED BY CITY C-`L DATE: 3' -D 1�)O[EUULU 3- 9-03 PAE c-4kJ DATE PROJECT REF: FAC # 02-0008 (,&/oZ THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS. Approved By. 0 A,2 n Date Approved: G,rS%� Z uIVHI. '" 01 � 1666. 0 5Z. I cF 33 1410 cr w In clu CD cu m m 0 N a-� CU T !U W rn 3 a c.0 cu Lo m UD cu i cn cn a i Y L 0 Cu Lo 00 Lo m 0 cn i g Q J W Y Q J A ....mw� A w i ■ A■/ MAN 1 IL ■!m\ �•.• CONSTRUCTION FILTER''t CITY OF AUBURN STD. DETAIL EXOSION-02 `V/TEMPORARY INTERCEPTOR SWALE . CITY OF AkIBLIRN STD. DETAIL EROSIONI DETAILCHECK DAM PER CITY OF AUBURN @ STD. "1`! c253 STRAW & HAY SALE .R. PER « AIMURN STD. DETAIL EROSION-07 PROPOSEDFINISHGRADE / / .. GRADE 1 1 " 574.00 TEMPORARY'1 f © QUARRY "' CATCH" PROTECTION PROTECTION DURING GRADING SHALL PER CITY OF AUSIM1 . DETA OW"-03. PROTECTION AFTER PAYING SHALL BE PER CITY OF DETAIL • SI 1 TEMPORARYCULVERT TEMPORARY BE SUBS71TUTED WITH ROCK LINED SWALE(S) IF DESM BY THE CONTRACTOR. DE —SC DITIONAL G.D.E.S.C. NOTES ON SHT. 4) PREVIOUS CLEARING AND GRADING WORK FOR THIS SITE WAS FORMED UNDER SEPARATE PERMIT. ;TING EROSION CONTROL FACILITIES ON AND AROUND THE SITE ALL BE UTILIZED WWHERE PRACTICABLE. REPLACE, REPAIR, AND NTAIN UN71L SITE IS STABILIZED PER CITY OF AUBURN ELOPMENT STANDARDS. NO UNCONTROLLED SURFACE WATER SHALL BE ALLOWED TO ;HARGE FROM THE SITE DURING CONSTRUCTION. NO RUNOFF MALL BE ALLOMED TO DRAIN TO THE PROPOSED IVEYANCE SYSTEM UNTIL APPROVED BY THE CITY OF AUBURN. CONTRACTOR SHALL COMPLY WITH THE APPROVED EROSION ITROL PLANS AND INSTALL ADDITIONAL EROSION CONTROL ISURES AS NECESSITATED BY FIELD CONDITIONS TO ENSURE NO ;ONTROLLED SURFACE WATER LEAVES THE SITE AND TO LIMIT THE )UNT OF EROSION. EROSION CONTROL MEASURES SHALL NOT BE REMOVED UN71L SITE STABILIZED AND ONLY WHEN ALLOWED BY THE CITY OF AUBURN. >ESC CONS71 WOM A ISTALL CONSTRUCTION ENTRANCES AND PERIMETER FILTER FENCE. 'ROWDE INTERIM CATCH BASIN PROTECTION FOR ALL EXISTING INAGE STRUCTURES ONSITE AND ADJACENT TO SITE. :ONSTRUCT SEDIMENT TRAP(S) AND ASSOCIATED FACILITIES AS W 4 HEREON. VSTALL CATCH BASINS AND ASSOCIATED PIPING ALONG WITH RCEPTOR SWALES AND TEMPORARY CULVERTS TO DIRECT DRAINAGE SEDIMENT TRAP(S). BADE SITE PER APPROVED GRADING PLAN. 'ROVIDE CATCH BASIN INLET PROTECTION ONCE STORM SYSTEM IS STRUCTED. BADE (FILL) SEDIMENT TRAP(S) AND SWALE AREAS AFTER STORM TEM IS OPERATIONAL. 1FTER CONSTRUCTION IS COMPLETE AND SITE STABILIZED, REMOVE iAINING EROSION CONTROL MEASURES WITH APPROVAL OF CITY >ECTOR. THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS. 7, C6 v\ Uzi O m m V lt�Tid 0O 0)0) i � 1­ 0 f� op) r7 00 aimO r O y < W O v� U oM c� W J W U DATE 8EALED EXPIRES 1-31- PROJWT MAK400M H PF$r �� , 3w 3�3 cm w m w N O O (U O V V O N OD N (10 F— m 3 rT- m (U Lf ) m C.0 N u) a / L O N m m CU O m 0 4 J LLJ Y 4 y J W / H Xt 1C 615 610 605 .11 595 585 575 570 620 615 610 NEEK-75-111 595 s� 1 585 620 615 610 605 .�a 595 585 RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS BY. DA TE: TITLE/POSITION: CONFIRMED BY CITY DATE: PROJECT REF: FAC 02-0008 4 c/%o 7i THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMEN TS. Approved By. Ao c4 w�. SA Date Approved: J J O N \ N LZ LZiI Q © Z U Q Z Q d O O O Qz) �- m ! O ti u- U O N ^- 02,01666 ME m w 0 0 CU 0 v 0 cv CV cu Q LD CU U-) m CD CU -4- L Ln a Y 0 N n cc LO 0i 0 cn 0 z a w Y Q J f--f ?Fr 52(, 4o'33 AREA 8 at LAKELAND GRADING AND TESC NOTES AND DETAILS A PORTION OF THE EAST 1/2 OF SECTION 6, T0WN3Fi1P 20 NORTH, RANG 5 EAST, W.AA., CITY OF AUBURN, PIERCE COUNTY, WASHINGTON CITY OF AUBURN STANDARD DETAILS CONSTRUCTION ENTRANCE EROSION-01 SILT CONTROL FENCE EROSION-02 CATCH BASIN PROTECTION FOR GRADING PROJECTS EROSION-03 CATCH BASIN PROTECTION EROSION-04 CHECK DAMS AND SWALES EROSION-05 EROSION CONTROL SEEDING NOTES STRAW & HAY BALE BARRIER EROSION-07 1 1/2" WASHED ROCK GRAVEL CONE PVC TEE W/ RUBBER GASKET JOINTS RUBBER GASKET PLUG (NO ORIFICE) SEDIMENT TRAP OUTLET N. T. S. 1�2 2' BERM WHERE NEEDED I � I I I i 1 \ I I TEMPORARY SWALE N. T. S. POND BOTTOM 1. 5' MIN. SEDIMENT STORAGE 1. SEEDING - APPLY THE FOLLOWING MIXTURE TO THE PREPARED SEED BED AT A RATE OF 120 LBS/ACRE: NAME REDTOP (AGROSTIS ALBA) ANNUAL RYE (LOLIUM MULTIFLORUM) CHEWINGS FESQUE (FESTUCA RUBRA COMMUTATA) (JAMESTOWN, BANNER, SHADOW OR KOKET) WHITE DUTCH CLOVER (TRIFOLIUM REPENS) PROPORTIONS PERCENT PERCENT BY WEIGHT PURITY GERMINATION ADOMONAL G.D.E S C. NOTES 10% 92 90 1. WITHIN THE CITY OF AUBURN, ALL REQUIRED RETENTION OR DETENTION,\ SEDIMENTATION AND EROSION CONTROL FACIL171ES MUST BE CONSTRUCTED AND 40% 98 90 IN OPERATION, PRIOR TO LAND CLEARING AND/OR OTHER CONSTRUCTION ACTIVITIES, TO INSURE THAT SEDIMENT LADEN WATER AND STORM DRAINAGE RUNOFF DOES NOT IMPACT THE ADJACENT PROPERTIES OR THE NATURAL 40% 97 80 DRAINAGE WAYS. 10% 96 90 2. TIME OF PLANTING - DURING THE TIME PERIOD BETWEEN APRIL 1 THROUGH JUNE 30 AND SEPTEMBER 1 THROUGH OCTOBER 31. (NOTE: IF PLANTING BETWEEN JULY 1 AND AUGUST 31, IRRIGATION MAY BE REQUIRED. IF PLANTING BETWEEN NOVEMBER 1 AND MARCH 31, MULCHING WILL BE REQUIRED IMMEDIATELY AFTER PLANTING.) 3. FOR OTHER SEED MIXTURES, USE LOCAL SUPPLIER RECOMMENDATIONS WITH APPROVAL FROM AUBURN. 4. SITE PREPARATION - BEFORE SEEDING, INSTALL NEEDED SURFACE RUNOFF CONTROL MEASURES SUCH AS GRADIENT TERRACES, INTERCEPTOR DIKE/SWALES, LEVEL SPREADERS AND SEDIMENT BASINS. 5. SEEDBED PREPARATION - THE SEEDBED SHOULD BE FIRM, BUT NOT COMPACT, WITH A FAIRLY FINE SURFACE FOLLOWING SURFACE ROUGHENING. SURFACE ROUGHENING SHOULD BE DONE AT RIGHT ANGLES TO THE SLOPE AND PREFERABLY "CAT WALKED" UP SLOPE. 6. FERTILIZATION - AS PER SUPPLIER'S RECOMMENDATIONS. DEVELOPMENTS ADJACENT TO WATER BODIES AND WETLANDS MUST USE NON -PHOSPHORUS FERTILIZER. 7. "HYDROSEEDING" APPLICATIONS WITH APPROVED SEED -MULCH - FERTILIZER MIXTURES MAY ALSO BE USED. 8. MAINTENANCE - SEEDING SHOULD BE SUPPLIED WITH ADEQUATE MOISTURE. SUPPLY WATER AS NEEDED, ESPECIALLY IN ABNORMALLY HOT OR DRY WEATHER, OR ON ADVERSE SITES. WATER APPLICATION RATES SHOULD BE CONTROLLED TO PREVENT RUNOFF. INADEQUATE AMOUNTS OF WATER MAY BE MORE HARMFUL THAN NO WATER. 2. THE DETENTION SEDIMENTATION (RETENTION IF INFILTRATION SYSTEM IS USED) AND EROSION CONTROL FACILITIES DEPICTED ON THE APPROVED DRAWINGS ARE INTENDED TO BE MINIMUM REQUIREMENTS TO MEET ANTICIPATED SITE CONDITIONS. ADDITIONAL DRAINAGE AND EROSION CONTROL FACILITIES MAY BE REQUIRED AS SITUATIONS WARRANT DURING CONSTRUCTION. THE IMPLEMENTATION, MAINTENANCE, REPLACEMENT AND ADDITIONS TO THESE CONTROL SYSTEMS SHALL BE THE RESPONSIBILITY OF THE PERMITTEE. 3. THE DETENTION (RETENTION IF INFILTRATION SYSTEM IS USED) CONTROL POND SHALL REMAIN IN PLACE UNTIL THE PERMANENT STORM SYSTEM IS IN PLACE AND OPERATIONAL. 4. THE TEMPORARY EROSION CONTROL FACILITIES, INCLUDING ALL PERIMETER CONTROLS, SHALL REMAIN IN PLACE UNTIL FINAL SITE CONSTRUCTION IS COMPLETED AND APPROVAL HAS BEEN RECEIVED FROM THE CITY, 5. ALL AREAS OF ACTIVE EARTHWORK WHICH HAVE THE POTENTIAL FOR EROSION AND SEDIMENTATION 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 WHICH ARE SCHEDULED TO REMAIN UNWORKED FOR MORE THAN 30 DAYS SHALL BE STABILIZED WITHIN 10 DAYS. IN ORDER TO MINIMIZE SOIL EXPOSURE. EXPOSED SOIL WITHIN AREAS GREATER THAN 5,000 SQUARE FEET THAT ARE SCHEDULED TO REMAIN UNWORKED FOR MORE THAN 24 HOURS AND EXPOSED AREA OF LESS THAN 5,000 SQUARE FEET THAT WILL REMAIN UNWORKED FOR MORE THAN 7 DAYS SHALL BE STABILIZED IMMEDIATELY. RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS BY: DA TE: TITLE/POSITION: CONFIRMED BY CITY DATE: PROJECT REF: FAC 1 02-0008 G 5! oZ THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS. Approved By. .S .Vr Date Approved: G,p t. >;Z� J J O N O \ N ao Q� o� Q� �Q �Q �z Qz 00 00 �m �m Z3 o V O N^ 0;I D I GGG m w m LLI 0 C�, m r� m CID (10 3 Lu 0 0 m CNJ OD m cn 1Z Ln n L O m co m C„ s 0 En 0 a J W ]C Q J y W X GENERAL CONSTRUCTION NOTES 1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE CITY OF AUBURN'S REQUIREMENTS AND SPECIFICATIONS. 2. ALL WORK SHALL CONFORM TO THESE DRAWINGS AND THE RULES AND REGULATIONS OF THE "WASHINGTON STATE DEPARTMENT OF TRANSPORTATION (WSDOT/APWA) STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION" LATEST EDITION, EXCEPT WHERE SUPPLEMENTED OR MODIFIED BY THE CITY OF AUBURN STANDARD DETAILS AND DEVELOPMENT PROJECT SPECIFICATIONS. 3. THE CONTRACTOR IS REQUIRED TO HAVE A COPY OF CITY OF AUBURN STANDARD CONSTRUCTION NOTES, DETAILS AND SPECIFICATIONS AVAILABLE AT THE JOB SITE ALONG WITH A COPY OF THE APPROVED DEVELOPMENT PLANS. 4. A PRE -CONSTRUCTION MEETING SHALL BE REQUIRED PRIOR TO ANY ON -SITE WORK FOR ALL PUBLIC FACILITY EXTENSION PROJECTS. 5. LOCATIONS SHOWN FOR EXISTING UTILITIES ARE APPROXIMATE. IDENTIFICATION, LOCATION MARKING AND RESPONSIBILITY FOR UNDERGROUND FACILITIES OR UTILITIES IS GOVERNED BY THE PROVISIONS OF CHAPTER 19.122 REVISED CODE OF WASHINGTON. PRIOR TO STARTING, CONSTRUCTION, THE CONTRACTOR SHALL CALL ONE -CALL (1-800-424-5555) FOR UTILITY LOCATIONS (WATER, SANITARY SEWER, STORM SEWER, GAS, POWER, TELEPHONE AND TELEVISION). 6. THE CONTRACTOR IS CAUTIONED THAT OVERHEAD ELECTRICAL LINES ARE NOT SHOWN ON THE DRAWINGS. THE CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE EXTENT OF ANY HAZARD CREATED BY OVERHEAD ELECTRICAL POWER IN ALL AREAS AND SHALL FOLLOW PROCEDURES DURING CONSTRUCTION AS REQUIRED BY LAW AND REGULATION. 7. TRAFFIC CONTROL AND STREET MAINTENANCE FOR SAFETY OF THE TRAVELING PUBLIC ON THIS PROJECT SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND ALL METHODS AND EQUIPMENT USED WILL BE SUBJECT TO THE APPROVAL OF THE CITY OF AUBURN. CONTRACTORS AND THEIR SURETY SHALL BE LIABLE FOR INJURIES AND DAMAGES TO PERSONS AND PROPERTY SUFFERED BECAUSE OF CONTRACTORS OPERATIONS OR NEGLIGENCE CONNECTED M TH THEM. 8. DURING CONSTRUCTION, THE CONTRACTOR SHALL BE REQUIRED TO CONTROL ON -SITE STORM WATER RUNOFF BY USING TEMPORARY OR PERMANENT DRAINAGE EROSION/SILTATION CONTROL PROCEDURES. 9. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE TRUE ELEVATIONS AND LOCATIONS OF ALL UNDERGROUND UTILITIES. 10. 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 ASPHALT EMULSION (CSS-1). 11. TIME LIMIT RESTRICTIONS WITHIN EXISTING RIGHTS -OF -WAY WILL BE APPLICABLE AND DETERMINED AT THE PRE -CONSTRUCTION MEETING. 12, THE CONTRACTOR SHALL INSTALL, REPLACE, OR RELOCATE ALL SIGNS, AS SHOWN ON THE PLANS OR AS AFFECTED BY CONSTRUCTION, PER THE CITY'S STANDARD DETAIL TRAFFIC-49. 13. POWER, CABLE AND TELEPHONE LINES SHALL BE IN A TRENCH WITH A MINIMUM HORIZONTAL SEPARATION FROM OTHER UTILITIES (SEWER, WATER, STORM) OF FIVE FEET (5'). 14. ALL CONSTRUCTION SURVEYING FOR EXTENSION OF PUBLIC FACILITIES SHALL BE DONE UNDER THE DIRECTION OF A WASHINGTON LICENSED LAND SURVEYOR OR A WASHINGTON LICENSED PROFESSIONAL CIVIL ENGINEER. 15. THE CONTRACTOR WILL BE REQUIRED TO WATER THE SITE, AS NECESSARY, TO REDUCE EMISSIONS AS A RESULT OF CONSTRUCTION ACTIVITY. THE CONTRACTOR SHALL ALSO SWEEP ALL AFFECTED PUBLIC ROADS, AS NECESSARY, TO REMOVE MUD DEPOSITED AS A RESULT OF PROJECT CONSTRUCTION ACTIVITY. 16. CERTIFIED DRAWINGS ARE REQUIRED PRIOR TO PROJECT ACCEPTANCE. REFER TO THE CITY'S "RECORD CONSTRUCTION DRAWINGS" REQUIREMENT. 17. FOR MANHOLE AND CATCH BASIN RIM ADJUSTMENT, MAXIMUM ADJUSTMENT WITH BRICK OF RIMS AND CASTINGS SHALL BE 14 INCHES (14") WITHOUT ADDING NEW SECTIONS. 18. ALL MANHOLES, CATCH BASINS, AND VALVES IN PUBLIC RIGHTS -OF -WAY OR EASEMENTS SHALL BE ADJUSTED AFTER ASPHALT PAVING, AND CONFORM TO THE CITY'S STANDARD ADJUSTMENT DETAIL TRAFFIC-12. ALL UTILITY CASTINGS OUTSIDE OF PAVED AREAS SHALL BE INSTALLED WITH A CONCRETE COLLAR AROUND THEM. 19. PVC MANHOLE ADAPTERS OR APPROVED EQUAL SHALL BE USED TO MAKE ALL CONNECTIONS OF SDR 21 OR 35 PVC PIPE TO MANHOLES OR CATCH BASINS. 20. THE MAXIMUM LAYING LENGTHS SHALL NOT EXCEED 12'6" FOR SDR 21 OR 35 PIPE. 21. BEDDING FOR PVC, CONCRETE AND DUCTILE IRON PIPE SHALL BE 5/8 INCH MINUS CRUSHED ROCK, SIX INCHES (6") MINIMUM UNDER, TO SIX INCHES (6") MINIMUM OVER THE PIPE, AS PER THE CITY OF AUBURN STANDARD DETAIL TRAFFIC-03. 22. REFER TO AUBURN STANDARD TRENCH EXCAVATION AND BACKFILL DETAILS TRAFFIC-02 AND TRAFFIC-03 FOR CONSTRUCTION PROCEDURES. 23, ALL IMPORTED PIPE TRENCH BACKFILL MATERIAL SHALL BE BANK RUN GRAVEL, FOR TRENCH BACKFILL PER SECTION 9-03.14. 24. PIPE TRENCH BACKFILL MATERIAL WITHIN THE IMPROVED RIGHT-OF-WAY" SHALL BE 5/8 INCH MINUS CRUSHED ROCK WHEN CONNECTION IS PERPENDICULAR TO THE CITY STREET, AS PER CITY OF AUBURN STANDARD DETAIL TRAFFIC-02. 25. CONSTRUCTION OF PROPOSED IMPROVEMENTS SHALL BE IN ACCORDANCE WITH APPROVED PLANS. ANY CHANGES FROM THE APPROVED PLAN WILL REQUIRE APPROVAL FROM THE OWNER, ENGINEER AND THE CITY OF AUBURN. AREA 8 at LAKELAND ROAD AND STORM DRAINAGE NOTES AND DETAILS A PORTION OF THE EAST 1/2 OF SECTION 6, TOWNSHIP 20 NORTH, RANGE 5 EAST, W.M., CRY OF AUBURN, PIERCE COUNTY, WASHINGTON ADDITIONAL GENERAL NOTES 1. CATCH BASINS NOTED WITH SOLID LID SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF AUBURN DEPARTMENT OF PUBLIC WORKS STANDARD DETAIL SEWER-02 AND MARKED "DRAIN". 2. SIDEWALKS WITHIN PUBLIC R.O.W. SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF AUBURN DEPARTMENT OF PUBLIC WORKS STANDARD SIDEWALK DETAIL TRAFFIC-23. 3. CURB RAMPS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF AUBURN DEPARTMENT OF PUBLIC WORKS STANDARD WHEELCHAIR RAMP DETAIL TRAFFIC-25 OR TRAFFIC-26. 4. CURB CUTS FOR RESIDENTIAL DRIVEWAYS SHALL BE PROVIDED AND CONSTRUCTED IN ACCORDANCE WITH THE CITY OF AUBURN DEPARTMENT OF PUBLIC WORKS STANDARD DRIVEWAY DETAIL TRAFFIC-07 OR TRAFFIC-08. 5. ALL PIPES SHALL BE CONSTRUCTED IN TRENCHES MEETING CITY OF AUBURN DEPARTMENT OF PUBLIC WORKS TYPICAL PIPE TRENCH STANDARD DETAIL TRAFFIC-03. 6. TELECOMMUNICATION UTILITIES SHALL BE PLACED IN TYPICAL TRENCH AS NOTED ON CROSS SECTION THIS SHEET. 7. THROUGH -CURB INLET FRAME AND GRATES (IF ANY) SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF AUBURN DEPARTMENT OF PUBLIC WORKS STANDARD THROUGH -CURB INLET FRAME AND GRATE DETAILS STORM-10 AND STORM-11. 8. ROCK WALLS (IF ANY) SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF AUBURN DEPARTMENT OF PUBLIC WORKS STANDARD ROCK WALL DETAIL GENERAL-04. AS REFERENCED FROM THE CITY OF AUBURN 1. THE CONTRACTOR SHALL OBTAIN ANY NECESSARY STORM LINE CONNECTION PERMITS FROM THE CITY OF AUBURN, PRIOR TO CONSTRUCTION. 2. ALL STORM DRAINS WITHIN THE DEVELOPMENT SHALL HAVE STENCILED: "DUMP NO WASTE - DRAINS TO" EITHER "STREAMS," "WETLANDS," OR "GROUNDWATER" AS APPLICABLE. 1-I :I NI wl JI JOINT UTILITY �I TRENCH I 2' TYP. TYPICAL 6" OR 8" ROOF DRAIN LOCATION -\ IIUL 1'UVVLK l AOLL 1 T riL.HL nVHL.10rrH 1 �.nv�-���. I �v�v (LOCAL RESIDENTIAL) REFER TO AUBURN STANDARD PLAN NO. TRAFFIC-32. NOT TO SCALE SEED MIX FOR WET TO DRY SEASONAL FLUCTUATIONS MATERIAL % BY WEIGHT % PURITY % GERMINATION creeping bent gross 207 90% 9 ©�° Agrostis stolonifera 15% 907. 90% birds foot trefoil Lotus corniculatus 209 90% 90% red fescue Festuco rubra meadow fox tail 15% 90% 907. Alopecurus protensis 20% 807. 807. rough stalk bluegrass Poo trivialis perennial ryegross Lolium perenne 107. 90% 907. 100% mix by weigh t PERCENTAGES CAN BE CHANGED OR SPECIES ELIMINATED IF DESIRED. GRASS SEED PLANTING MIX RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS BY. DATE: TITLE/POSITION: CONFIRMED BY CITY DATE: 2' TYP. TYPICAL 6" OR 8" ROOF DRAIN LOCA TION PROJECT REF: FAC # 02-0008/�/o THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS. Approved By. �•�¢ S4iC-r Date Approved: y,�s/o z O N w w Q U U Qz QZ 00 008 �m �m Val ~ W ~ O_ U � U N`- F--i 0 2 D I GGG am w m w 0 0 Cu CID CQ Cm 3 cn LO co LO ClU U) 4-1 r- cn / L C) / N co LO C\, / 0 Cn 0 z a J W / Q� F-4 x GRAPHIC SCALE 20 0 10 20 Q ( IN FEET) 1 inch = 20 ft. EX. f / EX,I CS 1 610 EX., C8#22.1 TYPE 2 - 48"0 WWW--Q+ ' OCKlNGS= 9$3.91 - 12.76 1 1 RIM = 59472 I.E N 12, IN = 587.16 l.E E 18" IN = 586.66 I.E.; S 18" OUT = 586.66 600 INTX. $TA 10+00 (67th ST. S.E.) _ STA 35+30.09 (EVERGREEN WAY S.E.) ELEV. _ :595.17 570 N, AREA 8 at LAKELAND ROAD AND STORM DRAINAGE SYSTEM PLAN AND PROFILE - 67TH STREET S.E. (LOCAL RESIDENTIAL) A PORTION OF THE EAST 1/2 OF SECTION 6, TOWNSHIP 20 NORTH, RANCH 5 EAST, W.M, CRY OF AUBURN, PIERCE COUNTY, WASFgNGTON x. sra 11+52s0�: im sr. s.e. _ � CURVE DATA 1 � D+02.65 LINDSA jAVE. S.E.) - = 596.47 1 67th S7. S.E. GREEN WAY S.E. - N 26 V 1200 SO A 10+27.50, r: - A 8 & EVERGREE SE. R. 0. W.) / �' LOW POINT ELEV 593.83 °CAW POINT STA = 10+64.57 j PW ELEV = V2.92 A.D. = 7.58 K = 13.19 100.00' VC I YP ' 2 - 48"0 W1 THRU CURB INLET STA = 10+64.57 - 12 76' LT RIM = 59++l S9$.y4 I.E. S) 12" IN = 487.9�6 488.01 I.E. E 15"-IN- -587-� 5$' i'3 I.E. W) 18" OUT = 38;L 4 5S� 41 C602.TYPE 1 W 1NRU CURB INLET S A = 10+64.57 - 13 54' RT RN = s9 498.40 80d PVC SOR35 SEWER P STA = 11+10.34 - 12 38' LT RIM = 59+20 64494 691. 20 I.E. E 15' IN = 586.45 S".44 I.E. 15' OUT = 58845 b88. &M CURVE RAP-IUS LENGTH DELTA C15 3 5.00' 103.00' 18'09'31" C16 2 0.00' 130.00' 27*35,131, C17 g7O.00' 113.30' 24.02'31" C18 70.00' 16.70' 03'32'41" C92 300.00, 100.99' 28.55'51 "1" SEE SHEET 9 FOR OONIMIUMIM A - 11+57 - 12.38' LT N N i = �'LC! Sgi•�Z + tp I.E. E 12 IN =' 589.50 b ' LOI.E. S 12' IN =, 58938 3" L . N 15" IN =189:$5 SS9 ,'� i - • W v I 15' OUT 5fta5 bl1.17 w A/ f i J LF 15"0 SO 1.82b PC STA 10+52 50 k INTX. STA 11+65.8p (67th ST. S.E) ELEV,; = 593.88 STA 30+00 (LINDSAY AVE. S.E.) - E ELEV. ',= 597.08 } 04 n o Op MLO N to LO L LO LO 10+00 11 +00 CROSSING NOTES.- 1) FOR CROSSINGS WITH LESS THAN 1' (1.5' FOR SEWER AND WATER CROSSINGS) OF VERTICAL SEPARATION, A 3"x48"x108" SHEET OF ETHAFOAM 220 WILL BE PLACED BETWEEN THE PIPES WITH SAND PLACED AROUND THE CROSSING PIPES AND THE ETHAFOAM SHEET. SEWER AND WATER CROSSINGS SHALL MEET THE 1998 CRITERIA FOR SEWAGE WORKS DESIGN, SECTION C1-9.1.4. 2) AT WATER CROSSINGS WITH STORM LINES, DEPTH OF COVER OVER THE WATER MAIN MAY BE REDUCED TO 30" AS NECESSARY. 2 4 STA i 10+00 tO STA SCALE: 1" _ ''20' HORIZ° 1 " = 5' VER T. PT STA 11+82.50 ELEV. = 597.84 12+00 1 AL 12+96.6 = 603.08 ' Y-F.= 608.5 f f � 1 jJf/ ,44% ------ ;Ire ►f 12 �- 2""1O 0 5OA = IZ+Ja 1/ - LI RIM _ 599 97 Sg9.9i - 11 S 12' IN = 59� 31 6 , IT Ej 12 � IN = 596.6� 595..26 LF 12 0 SD l E. W) 12 OUT; - 595.6595.j6e 05.00 RIM = 599.9 60.01. I E. (NS) 6" IN WL 4 Sg � 43 f E° 12" our; = 596.9F 596.g9 a PC STA 12+96.69 ELEV. = 1603.08 13+00 UTILITY CROSSING TABLE CROWN INVERT CLEARANCE ADDITIONAL NOTES 589.14 (STORM) 589.83 WATER 0.69 SEE CR SSING NOTE, THIS SHEET 590.64 (STORM) 591.83 WATER 1.19 - 592.18 (STORM) 593.02 WATER 0.84 SEE CROSSING NOTE, THIS SHEET 595.67 (WATER) 596.37 STORM 0.70 SEE CROSSING NOTE, THIS SHEET 610 590 s 7 z Q �z 8 580 � z 570 LO Z O Q O z P= O U W W Z V) W W cn LOT DRAINAGE NOTE: ALL BUILDINGS WILL BE TIGHTLINE CONNECTED TO THE STORM SYSTEM, AS SHOWN HEREON. DRIVEWAY NOTE: 1) ALL DRIVEWAYS ARE TO BE INSTALLED PER CITY OF AUBURN STD. DETAILS STDW-IA & STDW-18, UNLESS OTHERWISED NOTED. 2) LOCATION OF DRIVEWAY CUTS ARE APPROXIMATE ONLY, SHOWN FOR PERMITTING PROCESS. EXACT LOCATION OF DRIVEWAY CUTS SHALL BE DETERMINED AT THE TIME OF CONSTRUCTION. CATCH BASIN NOTE= 1) ALL CATCH BASINS ARE TO BE INSTALLED WITH W.S.D.O.T. STANDARD PLAN B2A FRAME AND GRATE UNLESS OTHERWISED NOTED. 2) UNLESS OTHERWISE SHOWN, OFFSETS ARE TO CENTER OF CATCH BASIN OR MANHOLE. STORM PIPE NOTE: STORM DRAINAGE CONVEYANCE PIPE WITHIN PUBLIC RIGHT-OF-WAY CALLED OUT AS "SD" SHALL BE ONE OF THE FOLLOWING MATERIALS: PVC, SDR-35 >3' PLAIN CONCRETE PIPE (<12" 0) ASTM >3' C-14 REINFORCED CONCRETE PIPE (2!12" 0) >18" ASTM C-76 DUCTILE IRON PIPE" CLASS 50 or 52 RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRA OR' CONSTRUCTION RECORDS BY: DATE: %- La- e TITLE/POSITION: Pos CONFIRMED BY CITY 2�_ DATE: 'a i�AME dAy DATE PROJECT REF: FAC # 02-0008/��o z THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS. Approved By.irww� S Date Approved: G�S/y 2 � d o � N O C7 O Q U z U z� z`"Y IN Qz QZ m �m 4C Lj O U O (10 N - 1666 J 0 0 CU 0 L0 di L0 mrQ lU T X cu 0) X CU F- (J') Cu LO 00 co Cu Y) a Y L 0 3 CV Lc-) w LO CD Ln 0 z Q J W Y Q J H Io II I I I 51 I I F.F.= 608.5 I ------�---.- -- PC - 15+57.84 L _ - ELEV. 610.47 PT = 13+99.69 I ELEV. = 607.71 I { I I I �I I I I 50 49 48 47 I F.F.= 609 + I F.F.= 609.5 I F.F.= 610 I F.F.= 609.5 I PT = 16+47.84 J _--- 1 I I ELEV. = 608.98 7 I 46 45 F.F.= 608.3 1 r ' F.F.= 607.8 I 1 11 ' I HIGH JOINT ELEV = 610.50 i I 620 HIGH POINT PW STA = 15+42.50 ELEV = 614.68 620 f [ I A.D. - -9.57 K = 36.56 i 1 350.00' VC Lo - wi - EXISTWG GRADE 0 ROAL W W s10 I _ - ' ' - --_ .__GRADE_. f - _ _ ----�---- 610 F Ii k58% f lfo WATER mol- -4 1 � f 1 ii I i 1 2Lf- 124 1 4.959. 600 - - 7 TYPE 1 -I--- - - " --- --- CBj STA= 14+00 RIM = 607.30 1 .1 I I.E. S 12. IN I.E. �N� 12 OUT = 603.00 = 603.00 26 LF 12" � 5D { RN I E 12 i � LI IN - 8924► CB#8. TyPE 1 I i STA � .�� t SCALE. 1"= SC L STi4 *'�W 0'H ORIZ. 26 65.00% 12"� SD C LE. i2' rE� - OUT yp { j 5901 T 14+ RIM = "Aa I.E. (N) 12" OUT -13.16 RT 601tal = 60+1* 4.n 1 = 5 AVERT. STA = 1 + RIM = 696a ; - .1 0 606.'7i _ 590 I.E. (N) 12 OUT 6049 Gft.ft L '- 580 1 I { { a< 580 { { }LA - PT STA 13+99.69 PC STA 15+ 84 PT S A 16+47.84 j EV = 610.47 570 ELEV = 607.71; ( ! i 1 ELEV. = 98 570 to v cn CD ^ cp p cd Co CD Cp pi >O N O �O ca O �O �p O 0) tp O ^ O CO cp rJ�„ 40 ib COD cC O (p tp 14+00 15+0+ CI OWING NO 1) FOR CROSSINGS WITH LESS THAN 1' (1.5' FOR SEWER AND WATER CROSSINGS) OF VERTICAL SEPARATION, A 3"x48"x108" SHEET OF ETHAFOAM 220 WILL BE PLACED BETWEEN THE PIPES WITH SAND PLACED AROUND THE CROSSING PIPES AND THE ETHAFOAM SHEET. SEWER AND WATER CROSSINGS SHALL MEET THE 1998 CRITERIA FOR SEWAGE WORKS DESIGN, SECTION C1-9.1.4. 2) AT WATER CROSSINGS WITH STORM LINES, DEPTH OF COVER OVER THE WATER MAIN MAY BE REDUCED TO 30" AS NECESSARY. 6+00 17+00 UTILITY CROSSING TABLE CROWN INVERT CLEARANCE ADDITIONAL NOTES 603.25 (WATER) 603.95 (STORM) 0.70 SEE CROSSING NOTE, THIS SHEET 602.64 (WATER) 603.34 STORM 0.70 SEE CROSSING NOTE, THIS SHEET 18+00 LOT DRAINAGE NOTE: ALL BUILDINGS WILL BE TIGHTLINE CONNECTED TO THE STORM SYSTEM, AS SHOWN HEREON, DRIVEWAY NOTE: 1) ALL DRIVEWAYS ARE TO BE INSTALLED PER CITY OF AUBURN STD. DETAILS STDW-IA & STDW-1B, UNLESS OTHERWISED NOTED. 2) LOCATION OF DRIVEWAY CUTS ARE APPROXIMATE ONLY, SHOWN FOR PERMITTING PROCESS. EXACT LOCATION OF DRIVEWAY CUTS SHALL BE DETERMINED AT THE TIME OF CONSTRUCTION. CATCH BASIN NOTE: 1) ALL CATCH BASINS ARE TO BE INSTALLED WITH W.S.D.O.T. STANDARD PLAN 82A FRAME AND GRATE UNLESS OTHERWISED NOTED. 2) UNLESS OTHERWISE SHOWN, OFFSETS ARE TO CENTER OF CATCH BASIN OR MANHOLE. STORM PIPE NOTE: STORM DRAINAGE CONVEYANCE PIPE WITHIN PUBLIC RIGHT-OF-WAY CALLED OUT AS "SD" SHALL BE ONE OF THE FOLLOWING MATERIALS: PIPE TYPES COVER PVC, SDR-21 >18" PVC, SDR-35 >3' PLAIN CONCRETE PIPE (<12"0) ASTM >3' C-14 REINFORCED CONCRETE PIPE (2t12.0) >18" ASTM C-76 DUCTILE IRON PIPE >6" CLASS 50 or 52 u �� FDJ ULU a-4-60 V!AiMlE DATE t`�'3 RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CON TRACTOR'S,CONSWRUCTION RECORDS BY. w DATE: l' TITLE/POSITION: CONFIRMED BY CITY �' �� DATE: 3-aa& C� PROJECT REF: FAC # 02-0008 THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS. Approved By. Date Approved: Q L: 1z' O � o rf' N \ J MM5 W N zo zo Q � Q W m 00 �m �m 4 U a- U N P � , sZL 7 0, a` ,' OaD 1666 w m w Cxj 0 CU 0 0 m N 0, 3 m u) cv T) m cjD cv U) Ln 0 Cu T) ao w C\1 O m I 0 z Q w , Y GRAPHIC SCALE 20 0 10 20 40 ( IN FEET ) I inch = 20 ft. AREA at LAKELAND ROAD AND STORM DRAINAGE SYSTEM PLAN AND PROFILE - 67TH STREET S.E. (LOCAL RESIDENTIAL) A PORTION OF THE EAST 1/2 OF SECTION 6, TOWNSHIP 20 NORTH, RANG 5 EAST, W M, CITY OF AUBURN, PIERCE COUNTY, WASHINGTON � I� NOTE: SEE SHEET 18 FOR PROFILE OF STORM ' LINE FROM CB#41 TO EXISTING CB IN LAKELAND HILLS WAY. CuRvE D TAif."? 1 77 IF INTX. STA 19+39.45 67th ST. S.E. _ + INTX. STA 21+37.84`r 67th T. S. = I f STA 47+55.21 (MARSHAL AVE. S.E.) - l STA: 19+49.22 - 40*1 LT STA 68+00 (LAKELAND ILLS T. ELEV. = 595.24 I.E. = 590.19 ELEV. = 591.33 18" CAP OR PLUG I T - ---- ----, - - - ---------------- --- -------- -----------------I- '----- a 10 U TIL. I' { - ®0 3018"0D i 2 ® ■ J ESMT. RW ;_a _ _; ;, - -- -- 1 Q . 1. 5' S16W�ALK v4 4 = d , f 5 . ,r _ �. d , d . q' w SIDNALK S418+ �1 1 • 00 00 595.00 'k i /k Y i EXISTING GRADE 0, ROAD -_4_ PROPOSED GRADE A !ROAD --� - - m I. C1 59LFg4 Sd0 590 IMP I I- TYPE 1- STA = 18+92 - 13.16 LT RIM = ass 594. tv 26 LF 12NO SD I.E. S) 12" IN = 692.89 bgt• 96 I.E. W 12" IN='592.89 sit.$$ ® 5.00! I.E. E� 12" OUT _ 592489 59i.11l� + z A = 18+92 13.16 RT a Rif = W-1 .5% ty I Q z _ I I.E. S 6 IN 5�4.69 biq.Sfg6 I.E. N� 12" OUT W+l 894.i3 580 ! U ' a 67th STR, EET q.E. o W^ - Z STA 18+00 to STA 21+37.84 SCALE: 1* = 20' HORIZ. I INTX. SfA 19+39.45 (6tth ST. S.E.) _ f STA 47+55121 (MARSHALL AVE. S.E.) - 9.24 570 ELEV. = 55 CURVE t RADI L JNGTN I DELTA EX. Cl 2535. 5.66 01'56'1 EX. C2 2535. 2.30 13*502 1" LOW POINTIELEV = 589.S LOW POINT STA = 20+74. PW STA' = 20+62.89 PIA _ Y = 58,9 OLD W SOLID LOCKING : 7,99 S A = 19+51.31 - .38' LT RIM = 59+2 54 .25 F t( 11.26 I.E. W 12 IN = 595:6�1 b90,66 rn 00 gDpp' VC I.E. N 18" IN = 598-H MC11 y I.E. S 18" OUT = tti .610,, I I I r~-0 D1 MM ro PVC SDRJ5 • 0.50% STA 20+8584, EA 8 & LINEAR PARK a w O z X CL =3 la l RNG DECORATI j I f TO REMAI 'EX CS I sl EX. Cb f- 51---� I I -CONTRACTOR TO R t TE I t E)OSTIN JUNCTION X AS { . NECE Y ! I ILJ SAWCUT ETA I L94E'AR ARK WALK, AND MA CH OTH I `WHEELCHAIR RAMPS EXIS77NG I D CORA 77E LIGHT TO REMAIN 1 I W' I I ! i r< N LO \ t i II 4 !i I � 1 CB 0 TYPE 1L W THRU CURB INLET S A! = 20+74.09 -! 13.54' LT RIM != SW.50 Sli.46 I i I.E. (E) 12" OUT = 5%.l CB i TYPE 1 li E W1 THRU CURB INLET 4 STA = 20+74.09 -; 13.54' RT RIM =- 589,b8 ------ _ .. -I { - -- - --- I.E. (N) 12" OUT E INTX. STA 21+37.84 67th ST S.E. _ TA 68+00 (LAKELAND HILLS WAY) - - ELEV = 591.33 N dp CN N ,r .s vi U-)� ` co m sin 18+00 19+0 20+00 21+00 CROSSING NOTES- 1) FOR CROSSINGS WITH LESS THAN 1' (1.5' FOR SEWER AND WATER CROSSINGS) OF VERTICAL SEPARATION, A 3"x48"x108" SHEET OF ETHAFOAM 220 WILL BE PLACED BETWEEN THE PIPES WITH SAND PLACED AROUND THE CROSSING PIPES AND THE ETHAFOAM SHEET. SEWER AND WATER CROSSINGS SHALL MEET THE 1998 CRITERIA FOR SEWAGE WORKS DESIGN, SECTION C1-9.1.4. 2) AT WATER CROSSINGS WITH STORM LINES, DEPTH OF COVER OVER THE WATER MAIN MAY BE REDUCED TO 30" AS NECESSARY. UTILITY CROSSING TABLE CROWN INVERT CLEARANCE ADDITIONAL NOTES 593.14 (WATER) 593.84 STORM 0.70 SEE CROSSING NOTE, THIS SHEET 589.32 (WATER) 590.91 STORM 1.59 DEFLECT WATER AS NECESSARY 589.35 (WATER) 590.05 STORM 0.70 SEE CROSSING NOTE, THIS SHEET 585.58 (WATER) 586.28 STORM 0.70 SEE CROSSING NOTE, THIS SHEET 0 580 570 22+00 KEY MAP NOT TO SCALE LOT DRAINAGE NOTE ALL BUILDINGS WILL BE TIGHTLINE CONNECTED TO THE STORM SYSTEM, AS SHOWN HEREON. DRIVEWAY NOTE: 1) ALL DRIVEWAYS ARE TO BE INSTALLED PER CITY OF AUBURN STD. DETAILS STDW-1A & STDW-18, UNLESS OTHERWISED NOTED. 2) LOCATION OF DRIVEWAY CUTS ARE APPROXIMATE ONLY, SHOWN FOR PERMITTING PROCESS. EXACT LOCATION OF DRIVEWAY CUTS SHALL BE DETERMINED AT THE TIME OF CONSTRUCTION. CATCH BASIN NOTE: 1) ALL CATCH BASINS ARE TO BE INSTALLED WITH W.S.D.O.T. STANDARD PLAN B2A FRAME AND GRATE UNLESS OTHERWISED NOTED. 2) UNLESS OTHERWISE SHOWN, OFFSETS ARE TO CENTER OF CATCH BASIN OR MANHOLE. STORM PIPE NOTE STORM DRAINAGE CONVEYANCE PIPE WITHIN PUBLIC RIGHT-OF-WAY CALLED OUT AS "SD" SHALL BE ONE OF THE FOLLOWING MATERIALS: PIPE TYPES COVER PVC, SDR-21 >18" PVC, SDR-35 >3' PLAIN CONCRETE PIPE (<12" 0) ASTM >3' C-14 REINFORCED CONCRETE PIPE (>12"0) >18" ASTM C-76 DUCTILE IRON PIPE CLASS 50 or 52 RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACTOR'S C TRUCTIO RECORDS BY: DATE: - -.a TITLE/POSITION: P Qi f -1' �%-i A,9< <.,- CONFIRMED BY CITY r DATE: 190BUMU 3-y-03 P!APdE_DATE��' PROJECT REF: FAC # 02-0008 G ,1o z THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS. Approved By. Date Approved: (;Isle z J J 1 N � O \ N N a Za zo Qv Q� � Q ,4 u O m O m c. UO 'UO •Y m w m w CD 3 `7 cn (l! T) OD co CV U) 41 / L 0 / R, LJD CC) co CU CD m 0 z a J LLj Q J / H I W X GRAPHIC SCALE 20 0 10 20 40 ( IN FEET ) 1 inch = 20 ft, SEE SHEET 6 FOR CONTINUATION L.� GUR %E A,1111, CURVE I RADIUS I LENGTH I DE TA C16 270.00' 130.00' 27'3 '13" C17 2 00' 113.30' 2402' 1" C18 / 270.00' .71- 0323-' " 2 200.00' 100,99' 28'55'5 " C93 200.00' 35.64' 10'12'37" STA 11+52.50 ELEV. = 596.4 P� 11 S2G 9 of- S AREA 8 at LAKELAND ROAD AND STORM DRAINAGE SYSTEM PLAN AND PROFILE - LINDSAY AVE. S.E. (LOCAL RESIDENTIAL) 30+00 31 +00 32+00 33+00 34+00 CROSSING NOTES.- ]) FOR CROSSINGS WITH LESS THAN 1' (1.5' FOR SEWER AND WATER CROSSINGS) OF VERTICAL SEPARATION, A 3"48"x108" SHEET OF ETHAFOAM 220 WILL BE PLACED BETWEEN THE PIPES WITH SAND PLACED AROUND THE CROSSING PIPES AND THE ETHAFOAM SHEET. SEWER AND WATER CROSSINGS SHALL MEET THE 1998 CRITERIA FOR SEWAGE WORKS DESIGN, SECTION C1-9.1.4. 2) AT WATER CROSSINGS WITH STORM LINES, DEPTH OF COVER OVER THE WATER MAIN MAY BE REDUCED TO 30" AS NECESSARY UTILITY CROSSING TABLE CROWN INVERT CLEARANCE ADDITIONAL NOTES 591.21 (STORM) 591.91 WATER 0.70 SEE CROSSING NOTES, THIS SHEET A O 5 f 4 1 KEY MAP NOT TO SCALE LOT DRAINAGE NOTE ALL BUILDINGS WILL BE TIGHTLINE CONNECTED TO THE STORM SYSTEM, AS SHOWN HEREON. 1) ALL DRIVEWAYS ARE TO BE INSTALLED PER CITY OF AUBURN STD. DETAILS STDW-1A & STDW-1B, UNLESS OTHERWISED NOTED. 2) LOCATION OF DRIVEWAY CUTS ARE APPROXIMATE ONLY, SHOWN FOR PERMITTING PROCESS. EXACT LOCATION OF DRIVEWAY CUTS SHALL BE DETERMINED AT THE TIME OF CONSTRUCTION. CATCH BASIN NOTES 1) ALL CATCH BASINS ARE TO BE INSTALLED WITH W.S.D.O.T. STANDARD PLAN 82A FRAME AND GRATE UNLESS OTHERWISED NOTED. 2) UNLESS OTHERWISE SHOWN, OFFSETS ARE TO CENTER OF CATCH BASIN OR MANHOLE. STORM PIPE NOTE STORM DRAINAGE CONVEYANCE PIPE WITHIN PUBLIC RIGHT-OF-WAY CALLED OUT AS "SD" SHALL BE ONE OF THE FOLLOWING MATERIALS: PIPE TYPES COVER PVC, SDR-21 >i8" PVC, SDR-35 >3' PLAIN CONCRETE PIPE (<12" 0) ASTM >3' C-14 REINFORCED CONCRETE PIPE (>12"0) >18" ASTM C-76 RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACTOR' CONSTRUCTION RECORDS BY: DATE: TITLE/POSITION: Poi f " � '490^*.5 P/" CONFIRMED BY CITY DATE: 3 DUCTILE IRON PIPE >6" CLASS 50 or 52 19 ❑ M 3-4-03 AIM DATE +40-0s PROJECT REF: FAC # 02-0008 oZ, THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS. Approved By. Date Approved: L &Lo t a O o � N � di W w cz� C d 2:�; Q) �W Q o Q 3 ZD J J W Qz mz o 0 0t >_ � m Z3 �3 v aC3 l N a cv 0 a cv ID m v GD CU A E N 01 3 F- T) CD UD C\j U) L En L O CV L0 OD CV 0 I 0 z a I,_, Y <C J 1_i W X GRAPHIC SCALE 20 0 10 20 40 ( IN FEET ) 1 inch = 20 ft. WrH ST. SE. STORM PIPE NOTE STORM DRAINAGE CONVEYANCE PIPE WITHIN PUBLIC RIGHT-OF-WAY CALLED OUT AS "SD" SHALL BE ONE OF THE FOLLOWING MATERIALS: DOC' TVDCC /I( iro I-VU, ',UK—LI >18" PVC, SDR-35 >3' PLAIN CONCRETE PIPE (<12" 0) ASTM >3' C-14 REINFORCED CONCRETE PIPE (2!12"0) >18" ASTM C-76 DUCTILE IRON PIPE >6" CLASS 50 or 52 Co 2580 � z O U O W rn � Z 1 � LWI z AREA 8 at LAKELAND ROAD AND STORM DRAINAGE SYSTEM PLAN AND PROFILE - 68TH STREET S.E. (LOCAL RESIDENTIAL) A POFif10N OF THE EAST 7/2 OF SECTION 8, TOWNSHIP 20 NORTH. MATCp_j�m, _ RANG 5 EAST, W.M, CITY OF AUBURN, PIERCE COUNTY, WASFANOTON 35+00 CATCH BASIN NOTE - 1) ALL CATCH BASINS ARE TO BE INSTALLED WITH W.S.D.O.T. STANDARD PLAN 82A FRAME AND GRATE UNLESS OTHERWISED NOTED. 2) UNLESS OTHERWISE SHOWN, OFFSETS ARE TO CENTER OF CATCH BASIN OR MANHOLE. 36+00 CROSSING NOTES.- 1) FOR CROSSINGS WITH LESS THAN 1' (1.5' FOR SEWER AND WATER CROSSINGS) OF VERTICAL SEPARATION, A 3"x48"x108" SHEET OF ETHAFOAM 220 WILL BE PLACED BETWEEN THE PIPES WITH SAND PLACED AROUND THE CROSSING PIPES AND THE ETHAFOAM SHEET. SEWER AND WATER CROSSINGS SHALL MEET THE 1998 CRITERIA FOR SEWAGE WORKS DESIGN, SECTION C1-9.1.4. 2) AT WATER CROSSINGS WITH STORM LINES, DEPTH OF COVER OVER THE WATER MAIN MAY BE REDUCED TO 30" AS NECESSARY 37+00 SEE SHEET 13 FOR CONTINUATION UTILITY CROSSING TABLE CROWN INVERT CLEARANCE ADDITIONAL NOTES 591.21 (STORM) 592.88 WATER 1.67 591.97 (STORM) 592.91 WATER 0.94 SEE CROSSING NOTE, THIS SHEET 590.41 (SANITARY) 592.25 STORM 1.84 - 591.12 (SANITARY) 593.03 STORM 1.91 - - - 591.82 (SANITARY) 593.51 STORM 1.69 592.21 (SANITARY) 594.17 STORM 1.96 595.77 (STORM) 597.52 WATER 1.75 - F.F.= 60�� Z 38+00 RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACTOR'l CO TRUCTION RECORDS BY. DATE: TITLE/POSITION: CONFIRMED BY CITY DATE:3 KEY MAP I NOT TO SCALF 39+00 PROJECT REF: FAC # 02-0008 `/q (0 THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS. Approved By: Date Approved: If JNN J 7 m Zo zO Q Q Q Qco Z V O V O .0 C � U Fr w m W N 0 0 CU 0 LD m L0 (-i m 0„ T 3 LO LO m LO CQ / Cn CD L / C„ °.n 00 LO Cu / 0 En 0 z a J w Q J H ° W X GRAPHIC SCALE 20 0 10 20 40 ( IN FEET ) 1 inch = 20 ft. INTX. STA 40+13.72 68th ST. S.E. _ r 1 STA 60+15.21 (68th LOOP S.E.) - 1 ELEV. = 597.22 76 F. F. 591&5 i Cl II I1 i CS #23 AREA 8 at LAKELAND ROAD AND STORM DRAINAGE SYSTEM PLAN AND PROFILE - 68TH S T S.E. (LOCAL RESIDENTIAL) AI A POR710N OF THE EAST 1/2 OF SECTION d TON7J3FNP 20 NORiH, RANGE 5 EA3T, WA1, CRY OF AUBURN, PIERCE COUNTY, WA9#NCTON SEE SHEET 15 FOR CONTINUATION / I ,,FOR Hn�U holy 5026 % '4 STA:43+32.04, 39.00' RT (i # 8 INV.= 593.50 25 L -� ml OF KNUCKLE Az 1 S� I � �� �3 rk r� "�k ME __z ----------------- 11 1 .y �" k r ,3' • i..W }&R'f ' 4 n3l yy� b. n4•`s'� ^5i s > glz 5; SI)EWACK ,� : 3`• .i", VOW e E r x r LANDS ■ r,. t�CAPING � _.. ,..r • s. , ,.er..:.;.n. t ., .. A�.. ,.. � _- .. v,6e,. ,.�>>. - .. _. ke_v_... x __ . ,,: z:. „a�.F !µ� ..i ..:. S .... ::*. - .�i.r r . , e r , .- _li .._.,..lF .,...h.. _..._.._ _ aq Lam. q -I - -J--,- I I I ° 1 STA: 40+25, 08, 39.00RT , ,.--- I STA:39�4.57, 37.24 INV.= 591.80 RT INV= 598,001 11 iQ 17 STA:39+76.81, 39.00 RT 18 INV.= 596.50 1 �- T = 602 F.F.= 600.5 1 F.F.= 599 q Q - 152 LF 6 0 STA:40+99.05, 37.24' R INV,= 592.40 19 F.F.= 597.5 q ..Il/.-- F. 111-g-1.:a. 5.5' LANDSCAPING _j j_/W 1 ' UTIL. r STA:41+59.05, 37.24' RT I INV.= 593.00 I 20 /__�F.F.= 596 SEE SHEET 18 FOR C ,t - - - - - - - - - - - - - STA:42+28.13, 37.31' RT INV.= 592.00 I 21 F.F.= 596 ONTINUATION OF STORM LINE 83- _-----_-6 I � 4 STA:42+66.88, �9.81' RT 01.50/ \ STA:42+59.20, 57.00' RT INV.= 591.00 I 22 2 P597.5 F.F.= 3%.5 FrF.= 39+00 40+00 41+00 42+00 43+00 UTILITY CROSSING TABLE CROWN INVERT CLEARANCE ADDITIONAL NOTES 5 6 8 9 0 CROWN INVERT CLEARANCE ADDITIONAL NOTES 594.14 (WATER) 594.84 STORM 0.70 SEE CROSSING NOTES, THIS SHEET 587.58 (SANITARY) 588.28 STORM 0.70 SEE CROSSING NOTES, THIS SHEET 591.84 (STORM) 592.63 WATER 0.74 SEE CROSSING NOTES, THIS SHEET 587.33 (SANITARY) 588.43 STORM 1.10 - 588.48 (SANITARY) 590.26 STORM 1.78 - 587.87 (SANITARY) 588.57 STORM- 589.18 (SANITARY) 591.36 STORM 2.18 - 587.34 (SANITARY) 588.62 STORM 1,28 - 587.98 (SANITARY) 589.43 STORM 1.45 - 588.01 (SANITARY) 588.77 STORM 0.76 - 590.30 (STORM) 591.00 WATER 0.70 SEE CROSSING NOTES, THIS SHEET 591.52 (STORM) 593.00 WATER 1.48 - s I l (f' , I r + NOTE: 1 WALL DRAINAGE SYSTEM TO I CONNECT TO EXISTING CB #20 I 1 WITHIN 69TH STREET S.E. � 0^0 600� Lo . L� v E• CB #20 I LOT DRAINAGE NOTE j ALL BUILDINGS WILL BE TIGHTLINE CONNECTED TO z THE STORM SYSTEM, AS SHOWN HEREON. N ' w DRIVEWAY NOTE: 1) ALL DRIVEWAYS ARE TO BE INSTALLED PER CITY OF AUBURN STD. DETAILS STDW-1A & STDW-1B, UNLESS OTHERWISED NOTED. 2) LOCATION OF DRIVEWAY CUTS ARE APPROXIMATE ONLY, SHOWN FOR PERMITTING PROCESS. EXACT LOCATION OF DRIVEWAY CUTS SHALL BE DETERMINED AT THE TIME OF CONSTRUCTION. r" 00 r< rn to CROSSING NOTES. 1) FOR CROSSINGS WITH LESS THAN 1' (1.5' FOR SEWER AND WATER CROSSINGS) OF VERTICAL SEPARATION, A 3"x48"x108" SHEET OF ETHAFOAM 220 WILL BE PLACED BETWEEN THE PIPES WITH SAND PLACED AROUND THE CROSSING PIPES AND THE ETHAFOAM SHEET. SEWER AND WATER CROSSINGS SHALL MEET THE 1998 CRITERIA FOR SEWAGE WORKS DESIGN, SECTION C1-9.1.4. 2) AT WATER CROSSINGS WITH STORM LINES, DEPTH OF COVER OVER THE WATER MAIN MAY BE REDUCED TO 30" AS NECESSARY. I �= t } i l„f KEY MAP NOT TO SCALE STORM PIPE NOTE: STORM DRAINAGE CONVEYANCE PIPE WITHIN PUBLIC RIGHT-OF-WAY CALLED OUT AS "SD" SHALL BE ONE OF THE FOLLOWING MATERIALS: PIPE TYPES COVER PVC, SDR-21 >18" PVC, SDR-35 >3' PLAIN CONCRETE PIPE (<12T0) ASTM >3' C-14 REINFORCED CONCRETE PIPE (2!12" 0) >18" ASTM C-76 DUCTILE IRON PIPE >6 CLASS 50 or 52 CATCH BASIN NOTE: 1) ALL CATCH BASINS ARE TO BE INSTALLED WITH W.S.D.O.T. STANDARD PLAN B2A FRAME AND GRATE UNLESS OTHERWISED NOTED. 2) UNLESS OTHERWISE SHOWN, OFFSETS ARE TO CENTER OF CATCH BASIN OR MANHOLE. RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACTOR'S C NSTRUCTION RECORDS BY: DATE: TITLE/POSITION: feQ? I ec-f f4l*rl'C C fw` CONFIRMED BY CITY DATE: -03 PROJECT REF: FAC # 02-0008 1 vc /o z .y 11 THESE PLANS ARE APPROVED FOR CONFORMANCE iMTH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS, Approved By. �.,�ir,..� e Date Approved: !►1S'��'t o � o w w �v Q� W �Q aQ y3 ¢z az W O O m CIO C U C� CU N PF d -s6 II or33 M w m LLJ Cu O (D N O Lr) ri CV T fD g N cil CU L17 Ln / a Y L 0 / Cu LO 00 L.O (U 0 Ln i 0 z a J LLJ Y 4 J / I —I I W X GRAPHIC SCALE 0 10 20 ( IN FEET ) 1 inch = 20 ft. INV.= 595.00 1 L INV.= OVO.ou I I _ ROAD AND STORM DRAINAGE SYSTEM PLAN AND PROFILE — MARSHALL AVE. S.E. (LOCAL RESIDENTIAL) A PgifKKJ OF iF1E EAST 1/2 OF SECTION 8, TONTI3FAP 20 NORiH, RANGE 5 EAST, WM, CITY OF AUBURN PIERCE COUNTY, WASMNOTON .0 arcr a FOR ca,mu.na INV.= J210.DU LI tIVV.= JVJ.VV 28 { 29 F F = 600.5 I F.F.= 599 I I I{ � I SEE SHEET 8 FOR CONTMA110iN { I 600 o �I i �81�13 77 I I I I I I I I I I 1 I t t 1 KEY MAP NOT TO SCALE LOT DRAINAGE NOTE ALL BUILDINGS WILL BE TIGHTLINE CONNECTED TO THE STORM SYSTEM, AS SHOWN HEREON. DRIVEWAY NOTE 1) ALL DRIVEWAYS ARE TO BE INSTALLED PER CITY OF AUBURN STD. DETAILS STDW-1A & STDW-1B, UNLESS OTHERWISED NOTED. 2) LOCATION OF DRIVEWAY CUTS ARE APPROXIMATE ONLY, SHOWN FOR PERMITTING PROCESS. EXACT LOCATION OF DRIVEWAY CUTS SHALL BE DETERMINED AT THE TIME OF CONSTRUCTION. CATCH BASIN NOTE 1) ALL CATCH BASINS ARE TO BE INSTALLED WITH W.S.D.O.T. STANDARD PLAN 82A FRAME AND GRATE UNLESS OTHERW7SED NOTED. 2) UNLESS OTHERWISE SHOWN, OFFSETS ARE TO CENTER OF CATCH BASIN OR MANHOLE, CROSSING NOTES. 1) FOR CROSSINGS WITH LESS THAN 1' (1.5' FOR SEWER AND WATER CROSSINGS) OF VERTICAL SEPARATION, A 3"x48"x108" SHEET OF ETHAFOAM 220 WILL BE PLACED BETWEEN THE PIPES WITH SAND PLACED AROUND THE CROSSING PIPES AND THE ETHAFOAM SHEET. SEWER AND WATER CROSSINGS SHALL MEET THE 1998 CRITERIA FOR SEWAGE WORKS DESIGN, SECTION Ci-9.1.4. 2) AT WATER CROSSINGS WITH STORM LINES, DEPTH OF COVER OVER THE WATER MAIN MAY BE REDUCED TO 30" AS NECESSARY. UTILITY CROSSING TABLE CROWN INVERT CLEARANCE ADDITIONAL NOTES 588.19 (SANITARY) 588.90 STORM 0.71 - 588.43 (SANITARY) 589.15 STORM 0.72 - 588.57 (SANITARY) 589.29 STORM 0. 72 - 589.90 (WATER) 590.94 STORM 1.04 DEFLECT WATER AS NECESSARY 570 r r E ' ! SCALE:' 1" = 20' HORIZ. 1'" 5' VERT. - STA 19+39.45 (67th - ELEV. 595.24 �T. S.E.) - LIQ p^j Of '6 C3 er Pr- M 5..6 IZ or- 33 44+00 45+00 46+00 47+00 m). 64 �1o.14 i10.02 600 580 570 � STORM PIPE NOTE: STORM DRAINAGE CONVEYANCE PIPE WITHIN PUBLIC RIGHT-OF-WAY CALLED OUT AS "SD" SHALL BE ONE OF THE FOLLOWING MATERIALS: PIPE TYPES COVER PVC, SDR-21 >18" PVC, SDR-35 >3' PLAIN CONCRETE PIPE (<12"0) ASTM >3' C-14 REINFORCED CONCRETE PIPE (>12" O) >18^ ASTM C-76 DUCTILE IRON PIPE >6f9 CLASS 50 or 52 E DATE RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACTOR'S ONST UCTION RECORDS BY DATE: TITLE/POSITION: ��:/�na r•�� CONFIRMED BY CITY DATE: 3'•b- 03 PROJECT REF: FAC # 02-0008 i y THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS. Approved By. Q50a Date Approved: &zg:zo t JIF i:. (6 V (� p N \ C 1 Z z � g us z`Y zY m M! `� z Z oo `azv �m �m 1 N w m W N 0 0 N m 0 N LO OD N T to N 3 'D Cn Cu LC) m co N cn / Y L 0 / N LO CO LO (U / 0 ch 0 z a J w J 620 610 011 580 1j C'_ GRAPHIC SCALE AREA 8 at LAKELAND L ROAD AND STORM DRAINAGE SYSTEM PLAN AND PROFILE - 68TH LOOP S.E. (LOCAL RESIDENTIAL) I� F=� , �, a Knorr of THE EAST 1/2 of SECTION d TOWNSHIP 20 n�oani. SEE SHEET 10 FOR CONTN UATION 1 14 N .._... , 1 ° ° CROSSING NOTES. 1) FOR CROSSINGS WITH LESS THAN 1' (1.5' FOR SEWER AND WATER CROSSINGS) OF VERTICAL SEPARATION, A 3"x48"x108" SHEET OF ETHAFOAM 220 WILL BE PLACED BETWEEN THE PIPES WITH SAND PLACED AROUND THE CROSSING PIPES AND THE ETHAFOAM SHEET. SEWER AND WATER CROSSINGS SHALL MEET THE 1998 CRITERIA FOR SEWAGE WORKS DESIGN, SECTION Ci-9.1.4. 2) AT WATER CROSSINGS WITH STORM LINES, DEPTH OF COVER OVER THE WATER MAIN MAY BE REDUCED TO 30" AS NECESSARY. F I —L------------ -- I STA:�0-3.115, 37.24' RT --W. = 603.50 70 F F.= 609.5 UTILITY CROSSING TABLE CROWN INVERT CLEARANCE ADDITIONAL NOTES 593.38 (SANITARY) 594.97 STORM 1.59 - 596.13 (STORM) 596.83 WATER 0.70 SEE CROSSING NOTES, THIS SHEET 594,59 (SANITARY) 597.23 WATER 2.64 DEFLECT WATER AS NECESSARY 595.31 (SANITARY) 597.66 WATER 2.35 DEFLECT WATER AS NECESSARY 596.36 (SANITARY) 598.72 WATER 2.36 DEFLECT WATER AS NECESSARY f599.96 (WATER) 600.66 STORM 0.70 SEE CROSSING NOTES, THIS SHEET LOT DRAINAGE NOTE: ALL BUILDINGS WILL BE TIGHTLINE CONNECTED TO THE STORM SYSTEM, AS SHOWN HEREON. DRIVEWAY NOTE: 1) ALL DRIVEWAYS ARE TO BE INSTALLED PER CITY OF AUBURN STD. DETAILS STDW-IA & STDW-lB, UNLESS OTHERWISED NOTED. 2) LOCATION OF DRIVEWAY CUTS ARE APPROXIMATE ONLY, SHOWN FOR PERMITTING PROCESS. EXACT LOCATION OF DRIVEWAY CUTS SHALL BE DETERMINED AT THE TIME OF CONSTRUCTION. CATCH BASIN NOTE: 1) ALL CATCH BASINS ARE TO BE INSTALLED WITH W.S.D.O.T. STANDARD PLAN B2A FRAME AND GRATE UNLESS OTHERWISED NOTED. 2) UNLESS OTHERWISE SHOWN, OFFSETS ARE TO CENTER OF CATCH BASIN OR MANHOLE. STORM PIPE NOTE: STORM DRAINAGE CONVEYANCE PIPE WITHIN PUBLIC RIGHT-OF-WAY CALLED OUT AS "SD" SHALL BE ONE OF THE FOLLOWING MATERIALS: PVC, SDR-35 .tom >3' PLAIN CONCRETE PIPE (<12" 0) ASTM >3' C-14 REINFORCED CONCRETE PIPE (>12"0) >18" ASTM C- 76 DUCTILE IRON PIPE �» CLASS 50 or 52 LD) U L_lf DATE RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CObISTRUCTION RECORDS BY DA . 724.0- 03 TITLE/POSITION: 12� mkt 011AS '- CONFIRMED BY CITY t4 DATE: 3 ' -Q PROJECT REF: FAC # 02-0008 THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS. Approved By. Date Approved: 0 ff 0 z VJ ar: z Cr N N 1 1 W W O Q d w 3 Q J c J 4.1 m Lu Q Om Q Ca U d W : CL U C(10 t U N ^ O 0)0) O dd' 12 mco-nd , O es " 0 M .00 °'� M O� T too 0 Q o LL_ o � 60) CV E d O U � H � J L_L U 0 zz cc Q W O Z W Lu Ujrij a �c~n Qao —�Ca o ° VCL Z + 04 40 gm53 g a o � Q� a z wLu o � W Q �cc z cc aLu o > W O 0 W Z W U DATE SEALED 5-.34-2Z EXPIRES: 1-31- D y PROJECT MANAGER Jerry Wakefield DESIGN GJ and J.E. DRAWN J.E. and G.J. CHECKED M. Weber SEC 6 T 20 M R 5 E. FLE Np E: \LAKELAND-SO\26852 DATE 2111102 SCALE 1" _ 20' SHEET 13 OF32 ALE NO 26852 LAKELAND-SO H W m w C\i 0 0 CU C\l m Ln m C\u T f0 Cm 3 ai t-- ul CV L0 m lD C\J / 10 L Cn a / Y L 0 3 / CU ul 00 Lo Cv / 0 0 Z Q J W Y Q a; J W H X PF I 5Z4, ; 4 op- 33 AREA AAID GRAPHIC SCALE 8atLAK 20 0 '° 20 '° ROAD AND STORM DRAINAGE SYSTEM PLAN AND PROFILE - 68TH LOOP S.E. (LOCAL RESIDENTIAL) ( IN FEET) A PORTION OF THE EAST 1/2 OF SECTION 6, TOWNSHIP 20 NORTH, 1 inch = 20 ft. RANGE 5 EAST, W.M, CITY OF AUBURN, PIERCE COUNTY, WASHINGTON 49 1' qg I 47`r 46 l r!F.F.= 609.5 I F.F = 609.5 F.F.= 606.3 F.F.= 610 � STA:54+32.00, 59.82' LT I STA:55+25.69, 37.24' LT STA:55+82.95, 39.21' LT (` INV.= 605.50 I `y� 1 I � � I iN V. = 606.00 INV.= 605.00 _�`45 51 F.F.= 609 I ` , STA:56+17.08, 61.�7' LT FfIF.= 607.8 1� � FF.- 6g6.5 I -- `\ ,l INI= 604.00 � / ! STA: 4+10.12, 59.85 LT INV.- 604.75 I i 1; NJ N I� I1` I 52 I F.F.= 608 ) 1 1 p, STA: 69.50, 37.2/ LT I ; A4 V. 1603. 7553 I� FFr= 607 I �� II E EI O,P. CURB FAI;E QF RB � 4 th LOOP S.E. .t 6 AN :< dYn ! a _ 50 75� - FACE OF N CURB -� ° 44 F .F.- 606.8 Aj '_ NUJCAG C11 -- o Q F \ J.51.SIDEWALK Q R W �,`STA:56+61.44, 41.18 'LT rn N 10 UTIL / 1` I INV.= 602.00 `r--------ESM'T.-- - ---- - _--- _178 LF 6"tf_--- -�i►\ { 1 ,.4 " I �r LO 11 r°LQ E 53+68. 5 I a �, PT56 E I = 606.6 ELEV. STA: 55+36.87, 37.24 RT I ( 71 INV.= 605.50 43 F.F.= 609.8 �' I I a r I F.F.= 605.3 / "T'•�,• i CURVE DATA 1,3 CON7IN li CURVE RADIUS LENGTH DELTA 72 �� .., Cil - I F.F� 609.5 C12 50,00' 73.56' 8417'22" F.F.= 609.3 ` 1 41 +00I now I CON'71NUA HIGH POINT ELEV = 60649 - HIGH POINT STA = 55+01102 i PW STA = 55+25 PW ELEV = 610.50 620 A D = 6.02 - , 620 K = 41.56 250.00' VC 4 c EXISTING GRADE A ROAD p + o PROPOSED GRADE ®ROAD O N O 1 j W I •4 8" 0 DI WATER - i j 600 `: 0 j 0 8"0 PVC SDR3, SEWIER _ �z Z590 U --_-_._ _ _ _ __ __ _._. _ _! _-- ___ -_ - - _ _ ___-- __.__ _ ' _-.. _ _ VVJJ Mth LOOP S.E. ' w ►- ;- STA! 53+50 to STA 57+00 ; SCALE: 1 " 20' HORIZ.181- - „_ , _ lAI# STA-_56-+2__ 48th--LOOP'-S.t=.- +- tW j - ' j CENTER OF KNUCKLE - 1 = VERT. 1 CENTER OF KNUCKLE - . ELEV. = 607-41 ELEV. _ 606.88 V) I PC STA 53+68.35 I PT STA 5.+41.90 PC STA 5+92,65 PT STA 56+76.17 580` ELEV. = ! 606.69 � � = ELEV. 608. 7 _ ELEV. 60�.68 = ELEV. 605.08 ' 580 <.N co -' � _ O ; � p (0 O O J tp p 54+00 55+00 56+00 57+00 LOT DRAINAGE NOTE: ALL BUILDINGS WILL BE TIGHTLINE CONNECTED TO THE STORM SYSTEM, AS SHOWN HEREON. DRIVEWAY NOTE 1) ALL DRIVEWAYS ARE TO BE INSTALLED PER CITY OF AUBURN STD. DETAILS STDW-1A do STDW-18, UNLESS OTHERWISED NOTED. 2 LOCATION OF DRIVEWAY CUTS ARE APPROXIMATE ONLY SHOWN FOR PERMITTING PROCESS. EXACT LOCATION OF DRIVEWAY CUTS SHALL BE DETERMINED AT THE TIME OF CONSTRUCTION. CATCH BASIN NOTE: 1) ALL CATCH BASINS ARE TO BE WS TALLED WITH W.S. D.O. T. STANDARD PLAN 62A FRAME AND GRATE UNLESS OTHERWISED NOTED. 2) UNLESS OTHERWISE SHOWN, OFFSETS ARE TO CENTER OF CATCH BASIN OR MANHOLE. STORM PIPE NOTE: STORM DRAINAGE CONVEYANCE PI RIGHT-OF-WAY V'E CE PE WITHIN PUBLIC RIGHT OF WAY CALLED OUT AS "SD" SHALL BE ONE OF THE FOLLOWING MATERIALS: PIPE TYPES COVER PVC, SOR-21 >18" PVC, SOR-35 >3' PLAIN CONCRETE PIPE (d2"4) ASTM >3' C-14 REINFORCED CONCRETE PIPE (>12"0) >18" ASTM C-76 DUCTILE IRON PIPE >6" CLASS 50 or 52 24-01 RECORD DRAMMfG CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CON TRUCTION RECORDS BY: DATE: TITLE/POSITION: CONFIRMED BY CITY .1_ DATE: 3' 6% -03 PROECT REF: FAC 02-0008 G/S%lo Z. 7- THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS. Approved By. Date Approved: 1 R'� _J o � W � � 4J w J W 4 N rT- L1J m LU CU O O CU Cll 6i d' ti CD Cll T ro CU F- Cn 3 TJ O ti F- Cn Cll L0 OD LD C\J U) r Ln n / C- CD / Ln OD LD Cl, / O rn 0 z a J W Y �L J W H x PF 0 5-?(, t 5 or 33 GRAPHIC SCALE 20 0 10 20 40 ( IN FEET ) I inch = 20 ft. AREA 8 at LAKELAND ROAD AND STORM DRAINAGE SYSTEM PLAN AND PROFILE - 68TH LOOP S.E. (LOCAL RESIDENTIAL) 43 1 42 1 41 F.F.= 605.3 F.F.= 603.8 F.F.= 602.3 STA.57+ 24' L_T STA:58+29.68, 37.24' LT INV.= 601.00 INV.= 598.00 STA: 57+5U OG, 39,QQ' LT INV.= 599.50 10, Dx -- -- I -- - ESM_T.- .j_, --� 5.5' LANDSCAPING A PORTION OF THE EAST 1/2 OF SECTION 6, TOWNSHIP 20 NORTH, RANGE 5 EAST, W.M., CITY OF AUBURN, PIERCE COUNTY, WASHINGTON SEE `SHEET 11 FOR CON704ATION 5' SIDEWALK a 95. ' LANDCAPbING v b a R W ----------m _ ESl�I-T=------------ -- 3--------+110 LF 6"� -- - ------�'= --- ---- STA:57+39.75, 38.56' RT INV.= 601.50 -� 72 F.F.= 609.3 STA: 58+02, 37.24' RT STA: 58+62.75, 37.24' RT y I __ STA: 59+22.75, 37.24' RT INV.= 599.00 INV.= 597.50 I ~INV,- 596.00 I 73 I 74 i 75 I F.F.= 603 I F.F.= 601.5 I F.F.= 600 CROSSING NOTES.- 1) FOR CROSSINGS WITH LESS THAN 1' (1.5' FOR SEWER AND WATER CROSSINGS) OF VERTICAL SEPARATION, A 3"x48"x108" SHEET OF ETHAFOAM 220 WILL BE PLACED BETWEEN THE PIPES WITH SAND PLACED AROUND THE CROSSING PIPES AND THE ETHAFOAM SHEET. SEWER AND WATER CROSSINGS SHALL MEET THE 1998 CRITERIA FOR SEWAGE WORKS DESIGN, SECTION C1-9.1.4. 2) AT WATER CROSSINGS WITH STORM LINES, DEPTH OF COVER OVER THE WATER MAIN MAY BE REDUCED TO 30" AS NECESSARY. 42 43 44 45 46 i STA:59+54.44, �.00' RT IINV.= 594.50 A> 761\ F.F.= 598.5, ,t Fil iol 3 i ° 3 UTILITY CROSSING TABLE CROWN INVERT CLEARANCE ADDITIONAL NOTES 597.36 (WATER) 598.06 STORM 0.70 SEE CROSSING NOTES, THIS SHEET 594.52 (SANITARY) 596.38 WATER 1.86 DEFLECT WATER AS NECESSARY 593.30 (SANITARY) 595.54 WATER 2.24 DEFLECT WATER AS NECESSARY 591.88 (SANITARY) 593.54 WATER 1.66 DEFLECT WATER AS NECESSARY 592.00 (STORM) 592.70 WATER 0.70 SEE CROSSING NOTES, THIS SHEET LOT DRAINAGE NOTE: ALL BUILDINGS WILL BE TIGHTLINE CONNECTED TO THE STORM SYSTEM, AS SHOWN HEREON. DRIVEWAY NOTE: 1) ALL DRIVEWAYS ARE TO BE INSTALLED PER CITY OF AUBURN STD. DETAILS STDW-1A & STDW-16, UNLESS OTHERWISED NOTED. 2) LOCATION OF DRIVEWAY CUTS ARE APPROXIMATE ONLY, SHOWN FOR PERMITTING PROCESS. EXACT LOCATION OF DRIVEWAY CUTS SHALL BE DETERMINED AT THE TIME OF CONSTRUCTION, CATCH BASIN NOTE: 1) ALL CATCH BASINS ARE TO BE INSTALLED WITH W.S.D.O.T. STANDARD PLAN 82A FRAME AND GRATE UNLESS OTHERWISED NOTED. 2) UNLESS OTHERWISE SHOWN, OFFSETS ARE TO CENTER OF CATCH BASIN OR MANHOLE. STORM PIPE NOTE: STORM DRAINAGE CONVEYANCE PIPE WITHIN PUBLIC RIGHT-OF-WAY CALLED OUT AS "SD" SHALL BE ONE OF THE FOLLOWING MATERIALS: PIPE TYPES COVER PVC, SDR-21 >18" PVC, SDR-35 >3' PLAIN CONCRETE PIPE (<12" 0) ASTM >3' C-14 REINFORCED CONCRETE PIPE (>12" 0) >18" ASTM C-76 DUCTILE IRON PIPE >6" CLASS 50 or 52 \ k _ �II Lill, M1 C3[6ULf4J� 3 n TE -Enie RECORD DRAWW CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACTOR' CON TRUCTION RECORDS BY: DATE: Jf!!? �3 TI TLE/POSI TION: Pei CONFIRMED BY CITY DATE: 3• M -03 PROJECT REF: FAC # 02-0008 G 02- THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS. Approved By. Date Approved: G �S,(,2 Z oo J Q� �o W zz� J j J N mz mz f �m �m cC3 � a N L�1U t` 1 N ^ 01D m w m w CU LC] ao m W CV CD 3 X z cc CU LL7 LO Lv .1 L a L O CV LC7 03 Ln 0 Ln 0 z Q w Y Q J 1-i t {I I GUTTI.R LINE STA: 10+17.00 - 44.00 LT FLOWLINE CURVE DATA ae 1 i o= 90' 00; 00" o e; R=30.00 T = 30.00' i L = 4 7.12' 17' CURVE RADIUS POINT -� STA: 10+47.00 - 44.00' LT I gh' I GUTTER LINE 10+47.00 - 1 i a a v �f FN"tiNO •` f F (67th ST. STA i 1 • Tt��� •5.17 1 , ' fit,: � ,�� .��, .d� . t � 59 O j d o 0 4 gam. v GUTTER LINE STA: 10+47_00 - 14_00' RTuu _ - - 4 R l // CURVE RADIUS POINT - - - I STA. 10+47.00 - 44.00' RT I i FLOWLINE CURVE DATA 90, 00' 00" o j R = 30.00' '- ; j T = 30.00' L = 47.12' LO GU TTE LINE STA: 0+17.00 - 44.00 RT INTERSECTION DETAIL EVERGREEN WAY S.E. and 67TH STREET S.E. SCALE: 1" = 20' GUTTER LINE STA: 21+16,30, 48. ' LT STA: 67+52.07, 22. ' R1 CURVE RADIUS POINT STA: 20+81.30, 49.00' LT STA: 67+52.07, 57.00' RT FLOWLINE CURVE DATA 0 = 87'55'00" R = 35.00' t T = 34.34' L = 54.32' GUTTER LINE STA: 20+81.30, 14.00' LT STA: 67+86.31, 56.57' RT ` . 6 L0 AREA 8 at LAKELAND ROAD AND STORM INTERSECTION DETAILS A PORTION OF THE EAST 1/2 OF SECTION 6, TOWNSHIP 20 NORTH, RANGE 5 EAST, W.M., CITY OF AUBURN, PIERCE COUNTY, WASHINGTON INTX. - ELEV. = 596.47 \ STA: 11+52,50 (67TH ST. SE.) STA: 30+02.26 (LINDSAY AVE. - o " GUTTER LINE GUTTER LINE ° •.:o ` •'.;V f STA: 11+89.54.----44:0T RT STA: 11+12.11 - 14.00' RT i; -STA.-30+-12.04 - 38.95' LT STR' -30+-14_92- - 41.81' RT II a ° • CURVE RADIUS POINT CURVE RADIUS POINT --9" STA: 11+89.54 - 44.00' RT STA: 11 + 12.11 - 44.00' R T '_ ANGLE BETWEEN STA: 30+39, 09 - 44.00' LT STA: 30+49.74 - 44.00' RT \ f I MIDPOINT RAMP AND ' ' /2 = 154T30" FLOWLINE CURVE DATA FLOWLINE CURTA CURVE D � �; � o = 7744 45" A = 90'22'08" ', + R = 30.00 R = 30.00' 1 ; ' ° T = 24.18' T = 30.19' 1 L = 47.32' / GU4ER LINE L = 40.71' STI: 11+62.98 - 38.44' RT GUTTER LINE / STA: 30+39.09 - 14.00' LT STA: 11+37.81 - 45.62' Rf I STA: 30+49.74 - 14.00' UT j (� INTX. � ELEV. = 591.33 STA: 21+1 7.84 (67TH ST. SE.) STA: 68+00.00 (LAKELAND HILLS WAY) I I------ s 1 '. a GUTTER LINE STA: 20+81.30, 14.00' RT STA: 68+13.69, 56.57' RT �` a `� e `,O - - - - - - - - - - - - ' - C`` CURVE RADIUS POINT STA: 20+81.30, 49.00' RT 5g05� STA: 68+47.93, 57.00' RT i FLOWLINE CURVE DATA o = 87 55'00" R = 35.00' ; ( m; 22 ' (, T = 34.34 L = 54.32' �; X I ! GUTTER LINE i STA: 21+16.30, 8.34' ItT o STA: 68+47.93, 22.00' T i ( ^I �! { INTERSECTION DETAIL LAKELAND HILLS WAY S.E. and 67TH STREET S.E. SCALE: 1" = 20' INTERSECTION DETAIL 67TH STREET S.E. and LINDSAY AVE. S.E. SCALE: i" = 20' 1 1 GU TIER LINE 1 STA: 34+67.86 - 14.00'IRT CURVE RADIUS POINT 1 STA: 34+67.86 - 50.00' RT ---+ 1 FLOWLINE CURVE DATA A = 34 22'14" R = 36.00' / T = 11,13' L = 21.60' / GUTTER LINE / P.R.C. STA: 34+85.13 - 21.6 RT / P / a / i 1 FLOWLINE CURVE DATA A--- t� = 13444'21 " R = 39.00' \ T = 93.55' \ L = 91, 71' \ 1 1 I 1 1 1 1 I\ ---CURVE RADIUS POINT STA: 35+13.04 GUTTER LINE STA: 35+35.66 - 27.27' RT NOTE: 1. A TEMPORARY ASPHALT WEDGE WILL BE CONSTRUCTED ALONG THE PROJECTED FLOWLINE THROUGH ALL OF THE INTERSECTION UNTIL THE ADJACENT PROPERTY AND ROADWAY IS DEVELOPED. 2. A TEMPORARY STRAW AND HAY BALE BARRIER WILL BE CONSTRUCTED ADJACENT TO THE EDGE OF PAVEMENT (RIGHT-OF-WAY) AS WELL. I INTX. - ELEV. = 595.24 STA: 19+39.45 (67TH ST. SE.) STA: 47+55.21 (MARSHALL AVE. SE.) GUTTER LINE STA: 19+22.73 - 35.51' LT STA: 47+91.87 - 14.00' LT FLOWLINE CURVE DATA v = 94'19 22 STRAW AND HAY CURVE RADIUS POINT R = 20. 00' Sq BALE BARRIER glk STA: 19+02. 79 - 34.00' 5 L T T = 2' STA_47+91.87 _ 34.00' L7 L =32 .92 _ - - - - -- GUTTER LINE STA: 19+02.79 - 14.00' LT 9 " _ STA: 19+02.79 - 14.00' LT ?. :1 ° GU TIER LINE STA: 35+65.40 - 14.00' RT INTERSECTION DETAIL LINDSAY AVE. S.E. and 68TH STREET S.E. SCALE: 1" = 20' ° GUTTER LINE STA: 19+51.03 - 32.49' LT STA: 47+86.73 - 14.00' RT FLOWLINE CURVE DATA 0 = 85'40'38" R = 20.00' CURVE RADIUS POINT T = 18.55' STA: 19+70.98 - 34.00' LT L = ,2�9.91' STA: 47+86.73 = 34.00' RT - - - -- GUTTER LINE STA: 19+70.98 - 14.00' LT " STA: 47+66.79 - 32.49' RT STA: 19+70.98 - 14.00' LT 4 1 `4TEMP Y ASPHALT. RAMP . 4 ° a GUTTER LINE .� UTTER LINE STA: 18+98.65 - 14.00' RT ��y . STA: 19+86.90 - 14.00 RT STA: 47+44.32 = 41.74' LT •' -' STA: 47+37.67 - 46_26' RT ------ \ CURVE RADIUS POINT / CURVE RADIUS POINT STA: 18+98.65 - 44.00' RT---+_ \ ° / STA: 19+86.90 - 44.00' RT STA: 47+14.40 - 44.00' LT ' i ° / STA: 47+07.75 - 44.00' RT f IFLOWLINE CURVE DATA FLOWLINE CURVE DATA I e IA = 94'19'22" 0 = 85'40'38" , I R = 30.00 R = 30.00' I IT = 32.35' T = 27.82 L = 44.86' GUTTER LINE I r `L = 49.39 STA: 19+28.57 - 41.V4' RT GU TTE LINE STA: 47+14.40 - 14.00' LT STA: 9+56.99 - 46.26' RT I 4" s STA: 7+07.75 - 14.00' RT { � I , I I I � l I I t A I INTERSECTION DETAIL 67TH STREET S.E. and MARSHALL AVE. S.E. SCALE: 1 " = 20' RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS BY: DATE: TITLE/POSITION: CONFIRMED BY CITY DATE: PROJECT REF: FAC # 02-0008 GI Z_ THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS. Approved By. f,..�.• S� Date Approved: b1s �o Z p N w W U Q O �Q aQ co �m Qm N'- P i, 0 .SG i 6 o. 33 O2b0 I666 Q w In w 3 N O O CV Ln O CQ (;6 N T l0 CD 01 X Z O rr CU LC) m LO N cn a- 1 0 CV LP LO N 0 LLJ a J Y Q � J � H f I GU TTER LINE I ° STA: 37+59.70 - 44100' LT STA: 50+44.00 - 14100' LT I i FLOWLINE CURVEIDATA 0 = 90°00'00" j R = 30.00' T = 30.00' I L = 47.12' I CURVE RADIUS POINT STA: 37+29.70 - 44.00LT STA: 50+44.00 - 44.00' LT GUTTER LINE STA: 37+29. 70 - 14, 00' LT z STA: 50+14.00 - 44.00' LT j� � 43' ♦ .. d r 4 ' 0 1 � I @ I GUTTE LINE STA: 8+87,70 - 44.00' LT STA: I 0+44.00 - 14.00' RT e FLOWyNE CURVE DATA o = *00100" R =.00' Y T = .00' CURVE RADIUS POINT L = A7.12' STA: 38+17.70 - 44.00' LT \ STA: 50+44.00 - 44.00' RT • .,� GUTTER LINE - - - - - STA: 38+17.70 - 14.00' LT " @ ` STA: 50+14.00 - 44.00' RT a @, IT 741* INTX. - ELEV. = 601.81 STA: 37+73.70 (68TH ST. SE.) - - - - - - - - - - - - - - - - - - - - liTLLD±D Q-(58TaOQEa.)L------------------- INTERSECTION DETAIL 68TH STREET S.E. and 68TH LOOP S.E. (WEST) SCALE: 1" = 20' AREA 8 at LAKELAND ROAD AND STORM INTERSECTION DETAILS A PORTION OF THE EAST 1/2 OF SECTION 6, TOWNSHIP 20 NORTH, RANGE 5 EAST, W.M, CITY OF AUBURN, PIERCE COUNTY, WASHINGTON v I � o GU TTER LINE STA: 40+06.55 - 38.6p' LT 4 STA: 59+78.53 - 14.90' RT • FLOWLINE CURVE D4TA @ a = 90'00'00" R = 30.00' T = 30.00' L = 47.12' CURVE RADIUS POINT_ a STA: 39+77.04 44.00' LT / ♦ , STA: 59+ 78.53 - 44.00' RT ---------�� GU TIER LINE STA: 39+77.04 - 14.00' LT i r� • STA: 60+08.04 - 38.60' RT ° t♦ • 40136.99 . • , r ITA:59t62.42 r r FLOWL E CURVE DATA �0 rr rr gR r rr rT = 30.00' RADIUS POINT v r .. r rr 11 GUTTER LINE -_ 1 .. 1 14.00' 1.93 ,.,r � , Cmm ♦ INTX. - ELEV. = 597.22 - - - - - STA: 40+13.72 (68TH ST. SE.) ---------------------2TALN+15..21-(6$TI-L-WL Ste)----------------------- INTERSECTION DETAIL 68TH STREET S.E. and 68TH LOOP S.E. (EAST) SCALE: 1 " = 20' FLOWLINE CURVE DATA 0 = 43 28'�9" R = 36.00 T = 14.35' L = 27.32' ------------ GUTTER LINE STA: 54+72.94 - 14.00' LT fjo INTERSECTION DETAIL 68TH LOOP S.E. (NORTHWEST KNUCKLE) SCALE: 1" = 20' CURVERADIUS POINT STA: 55+ 76.05 - 50.00' LT FLOWLINE CURVE DATA A = 37'37'33" R = 37.00' T = 12.61' L = 24.30' GUTTER LINE STA_ 55+76.05 - 14.00' LT I i I 11 1 1 i CURVE RADIUS POINT STA: 42+ 78.55 O rjoINTERSECTION DETAIL 68TH STREET S.E. and MARSHALL AVE. S.E. SCALE: 1" = 20' GUTTER LINE / P.R.C. STA: 55+96.40 - 21.69' LT FLOWLINE CURVE DATA 0 = 13320'11" d _ a � R = 39, 00' = 90.42' L va ♦ I I INTERSECTION DETAIL 68TH LOOP S.E. (NORTHEAST KNUCKLE) SCALE: I" = 20' RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS R Y- DA TE: TI TLE/POST TION: CONFIRMED BY CITY DATE: PROJECT REF: FAC # 02-0008 <' /y/o THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS. n Approved By. •(�.•P� ,.�i Dote Approved: 2 r Of J mzz-, W w cl Z Y Z m Z Z W= W; � U � U pF.d S b 1-7 of 0760 IC6600, cr LLJ m w CU 0 a CV CU m CT7 co CU T co N O1 3 Cn LLJ -J F-I LL C] Q n f- Cn LC) OD LO C\I U, 4 a / Y L CD / C11 Lc-) OD LO C\, / 0 cn i I z Q J L-LJ L Y Q � J W H X SEE SHEET 11 FOR CONTINUATION D L 610 IX 590 SEE SHEET 11 FOR CONTINUATION U.0 m 580 AREA 8 at LAKELAND ROAD AND STORM DRAINAGE PROFILES A POR110N OF THE EAST 1/2 OF SECTION 6, TOWNSHIP 20 NORTH, RANGE 5 EAST, wm, CITY OF AUBURN, PIERCE COUNTY, WASHINGTON 7' STORM OUT ALL TO 6971-f ST.Worm PROPOSED GRAMi W CORNER ST i TIO� FROM ONDSAY AVE. S. /W'TH ST. S.E.) - at S ( �► ISTING GRADE X. ; +29.87 8 TYPE RT_ 1aORt� � 1 = 5 V12T. ' , E 2 - 48"0 RE. N 1511N # 584.13 j L ING LID E. S 12" IN =. 584.38 i f STA: 35+ 3.57 - 210.01' RT „ i f I.E. E 24" IN 583.38 I RIM = 594 OOt E. W) 24 OUT = 583.38 18, _ -. _ -_- _ _ T ... _ LE NWi5w IN OU i 44 LF 12 • ;---IMIF', 15"0 SD • 12 --- 3 _ 24 LF 15" E LF, i f jA !F 15`� SD O 1.2 I 0 1.28X 15 0 r SD EX 5 t A 2. 1s I - , } u CB 9 TYPE - 480 g - } I W THRU C LET STA: 34+ - 1. Y STA: 35+09,64 - 12.76 LT RIM = 595.48 i RIM = 596.12B 16 - 2 - 48"0 4 LF 15 - I.E. N S) 6` IN -' S90.38 $atp LOCfC�iIG UD ! W SOLID LOCKING LID F SD •.00X I.E. 6" "IN--590.83 I.E. Ej 12" IN = 589.88 STA. 34+89.93 4 130.27' RT STA: 35+18.91 207.04 Rf I.E. 5 12 IN 590133 I. W 15 OUT = 589.63 - .__ _.�_.-- -.----------- I.E. -- RIM = 592.75t E _ _. ___ _ _._ W -}2» -WTt 33 _ 5A3' _...-.._.__ -- r 1.E. N 15 1N = 566.49 , „ I.E. ME 6 "M = a89.f0 )) " ! EX. CB 9 TYPE 2 - f I.E. 15 IN=1588.35 LE. SE) 15 -OUT = 586.49 STA 35+26.42 - 225.99 RT I.E. 15" OUT = 588.35 , I j STA: 35+24.15 - 213,0"7 RT RIM - 5 2.19 I [ I.E. �N) 15IN = 585.74,I.E. = 586.10" 3 I i CONNECT TO EXISTING 15" 0 SD STUB I.E. S 15 OUT 585.4 _..... __ ___..____w__ ..._ TO VERIFY; LOCATfOIV Al�D CONTRACTOR 1 ! ELEVATION PRIOR TO CONSTRUCTION A NOTIFY ENGINEER OF ANY DISCREPANCi fS 68TH St. SE. i 69TH STJ SE. '- ' 9TH R W6 CB 2 TYPE 2 - 48"0 SOLID .-L. CKING LID _ __. . __ CB 3 -TYRE 2-- "; - - - -- 600 r_ ___ ___.._ ._ __ _r___-- EX. CB 14 TYPE S A: 20+ 01 - 29.05 L W SOLID LOCKING WD ! RIM = 59Qt S A: 20+92.92 - 101.56' LT STA: 2i+60! 92 99.26 L I I.E. �W)It IN = 586.06 �3RIM = 590.�5 OSED GRADE RIM 591„50t I.E. E) 12 IN = 587 65 I.E. ) 12 OUT = 586.06 I.E. S 12" IN = 585.70 LE. �W) 12' OUT - 587.65 -- - - - - - I.E. E 12 OUT = 585.70 CONSTRUCT CB OVER EXISTING 12" STUB --. CONTRACTOR TO VERIFY LOCATION AND CB '41 TYPE 1 i EXISTING GRADE W/ THRU CURB INLET ELEVATION PRIOR TO CONSTRUCTION STA = 20+74.09 -3.54' RTC AND NOTIFY ENGINEER OF ANY DISCREPANCIES RIM - 58950 ---- -- - - - - - - - - - { I.E. (N) 12 OUT = 506.31590 -- { 2" 5 21, LF 12`0 SD 3 LF 12"i I 5 LF 12"� EX. 452 0�6'05% # } O Q52% • 0.41 73 LF 12`0 O 0.49X I ? SD pl CL _ 0 2,20X {. i W THRU a INLET LLO L C8 13 T- 2- 48"� i STA = 20+74.09 - 13.54' L STORM OIJTF " - STA:-21+19.4f 100,66 LT I j RIM - 589.50 St � R (STATIONED I 67th ST. SE-) RIM 590.15' E S 12" t�f = 586.17 _ _ .___ _ _ I E. E 12 = 585.11 r 580 - -_ . _ ,� . _ __-.-- -- -SCALE 1 __20' HORtZ _ __..___ -- _ _-.__.-_ _ _T.E_ T2,._ _ __-5�1 F ___._ I.E. NE) 12 ;OUT - 5rl6.17 1" = 5' VERT. I.E, N 24H IN = 584.11 1 1 I.E. S 24 OUT = 584.11 r i 67TH ST. SE. R W LAKELAND HILLS WAY - ' LliNEAR PARK - LINEAR PARK R W LAKELAND HILLS WAY LAKELAND ;HILLS WAY RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACT S NSTRUCTION RECORDS BY: DATE: (- 413 - C3 TITLE/POSITION: %Jt Mrd 4059, CONFIRMED BY CITY L'- 42 DATE: �- :0 PROJECT REF: FAC # 02-0008 4 O =- THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS. Approved By. ��..��•_�_�•,..-- ��� Date Approved: N N AO w w I V) o Q U Q U � Ltil Q W V1 00 00 N^ P F o�a 0 1666 -I CD 0i 0 0 Cli 0i Lij CNJ m CU Ln 0 0, 0D LD 0j 0 0 z Q w Y Q J H W X AREA 8 at LAKELAND GRAPHIC SCALE 20 ° 10 20 40 SANITARY SEWER AND WATER PLAN AND PROFILE - 67TH STREET S.E. ( IN FEET) A PORTION OF THE EAST 112 OF SECTION 6, TOWNSHIP 20 NORTH, 1 inch = 20 ft. RANGE 5 EAST, W.M., CITY OF AUBURN, PIERCE COUNTY, WASHINGTON ,/ CUPVEI DATA � � ' � INTX. STA 11+52.50 7th ST. S.E. i i = i .5J STA 30+02�.664(LINDSA`� AVE. S.E.) INTX. STA 10+00 (67th ST. S.E.) - STA 35+30.0 (EVERGREEN WAY S.E. - ELEV. = 5951117 f / 611 59 E. 57 `7 a 7 / A h� o h I / / s 7 PT = 11+V2.50 0- IJTTI/LSTA: 11+8.5 40.00 LT ELEV. =84LE. 583.3• _ R LAND 8"CAP OR LUG_ ESM° EWSALC . 0 - LF 8"0 PVC - _ SDR35 (a1.00% FA oa V /�+ OF "OVERALL' 1 _._ a ' - C1 - ' fsE tnn tJ V 1 ` ~W , - gy,. k 55 J) , __ 3 k 4 ,.. 1 --- oy4� 8 2 � - 5 ";18 CURVE I RA IUS I LENGTH I DELTA C15 3 5.00' 103.00' 18°09'31" C16 2 0.00' 130.00' 27°35'13" C17 70.00' 113.30' 24*02'31" C18 970.00' 16.70' 03°32'41" C92 300.00' 100.99' 28°55'S1" F.F.- 598 00 v .. / SEE SHEET 22 FOR CON71 NJANON 4 .. ; 55 ANDSCAPtNG o q v ® o IDNALK R ---� --- m- a C = 12+96.69 O - ° I0' DTIC-� _ _ _ - - - = 603.08 65 F.F.= 598 r ,x� I 5. /51 YF.= 608.5 ' r / A/ ' ■ LOW POINT ELEV 593.83 i I 1 LOW PO�1T STA = 10+64.57 ! { I 6� 10 j PVI ELEV = 92.92 ---- -----.._ _ - I A.D. = 7. ! I I . SSM 1610-30 TYPE 1 - 48"0 K = 13.1 � PROPOSED @ ROAD 100.00, TA = 9+95 - 4-.�S' RT_- -54431 II E) $INS= 361: 5t.9b--- �N) } --�- SSMH= -- ( �+ ---- _ w XiSTING GRADE ROAD IE. OUT = 5-49.41 i I } + STA Z�f'. RT - L.ADDI�PI(W) I III cv o RIM = I.E. N� §"A0 8" IN 581.gi 4 - -_ I ,- � _}0 -,�, ,, -- � I.E. S E: - 8" IN = 8". OUT = 581.9i j'$I. __-_ -_ _ - - - - 1270 LAD ER.(E) j ! m III V i ' i - TER; 12 0 WA ! I ---"rt-T 36' - 1 t !I EX. DI W -wJ2; 15"0 SD STO - 590 0 / I V I J L J-_--- E f ! j i I EX. 38 LF 8 0IPVC I 125 8"0 PVC SDR35 ® 14T. S S. I 580 STA 10+00! STA 13 50 ' I� I I SCALE: 1" = 20 HORIZ. I I I �- (�il`A A 10+27.50, --�---- - -- I r--- � ! W ui SE. R.O. W.) INTX. �TA 10+00 67th ST. S.E. = P ELEV. STA 10+52, IN STA 3 . STA 11+65. 67th ST. S.E. _ i EST STA +82.50 i PC SSA 12+ I N STA 35+30.09 (EVERGREEN WAY S.E.) = 593.88 +00 LINDSAYAVE. ( S.E.) - ELEV. _ :595.17 ELEV. = 597.08 I EV. = W 1603.08 7n 570 o CD v CV L6 co "LO ao V m � 9 N LO "� s� evrn �, to 10+00 11+00 WATER METER NOTE -- WATER METERS LOCATED WITHIN THE LANDSCAPE STRIP ADJACENT TO THE BACK OF CURB SHALL PROVIDE A TAILPIECE EXTENDING BEYOND THE BACK OF WALK TO EACH LOT. CROSSING NOTES. 1) FOR CROSSINGS WITH LESS THAN 1' (1.5' FOR SEWER AND WATER CROSSINGS) OF VERTICAL SEPARATION, A 3"08"x108" SHEET OF ETHAFOAM 220 WILL BE PLACED BETWEEN THE PIPES WITH SAND PLACED AROUND THE CROSSING PIPES AND THE ETHAFOAM SHEET. SEWER AND WATER CROSSINGS SHALL MEET THE 1998 CRITERIA FOR SEWAGE WORKS DESIGN, SECTION C1-9.1.4. 2) AT WATER CROSSINGS WITH STORM LINES, DEPTH OF COVER OVER THE WATER MAIN MAY BE REDUCED TO 30" AS NECESSARY. 2 4 12+00 13+00 UTILITY CROSSING TABLE CROWN INVERT CLEARANCE ADDITIONAL NOTES 589.14 (STORM) 589.83 WATER 0.69 SEE CROSSING NOTE, THIS SHEET 590.64 (STORM) 591.83 WATER 1.19 - 592.18 (STORM) 593.02 WATER 0.84 SEE CROSSING NOTE, THIS SHEET 595.67 (WATER) 596.37 STORM 0.70 SEE CROSSING NOTE, THIS SHEET WATER CONSTRUCTION NOTES STA: 10+32.50 - 6.00' LT REMOVE EXISTING 12" CAP AND TEMP. BLOWOFF ASSEMBLY AND CONNECT TO EXISTING 12" STUB. CONTRACTOR TO VERIFY LOCATION, I.E.'S, AND FITTINGS PRIOR TO CONSTRUCTION. CONTRACTOR ALSO TO NOTIFY ENGINEER OF ANY DISCREPANCIES AND COORDINATE WITH THE CITY FOR ANY ADJUSTMENTS. INSTALL TEMPORARY DOUBLE CHECK VALVE BACKFLOW PREVENTION ASSEMBLY FOR TESTING PER DETAIL SHEET 29. �2 136 LF 12" D.I.P. CLASS 52 STA: 11+74.69 - 4.70' LT 1 - 12" CROSS (FL) 2 - 12" 22 1/2- BEND (FL) 2 - 12" GATE VALVES (FL x MJ) 1 - 12" ADAPTER (FL x MJ) 1 - 12" x 8" REDUCER (FL) 1 - 8" GATE VALVE (FL x MJ) CONCRETE THRUST BLOCKING �6 40 LF 12" D.I.P. CLASS 52 STA: 11+93.21 - 40.00' LT 1 - 12" CAP (MJ) 1 - TEMP. BLOWOFF ASSEMBLY (LSBL-10) CONCRETE THRUST BLOCKING �8 369 LF 12" D.I.P. CLASS 52 RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACTOR PS ONSI&ICTION RECORDS BY. DATE. t -03 TITLE/POSITION: CONFIRMED BY CITY DATE: -0 D NAME -DATE 3 4-03 FOR WATER ONLY THESE PLANS ARE HEREBY APPROVED FOR CONFORMANCE WITH THE CITY OF BONNEY LAKE PUBLIC WORKS STANDARDS AND SPECIFICATIONS. APPROVAL IS VALID FOR A PERIOD OF 12 MONTHS FROM THE DATE OF SIGNATURE 2 CITY NGI ER DATE PROJECT REF: FAC # 02-0008 6/,V/- v THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS, Approved BY. Date Approved: G,SL4 L e.l J a � 7 N � w w z j 'K �m >m Ly� vO < � t / N ^ PI' P 54,.6 I e1 0, 2u 01 D 1666 12 w m w cu 0 0 Cu O CD CV W ro g o, 3 TD 0j R, Ln m LO U) 4- L L 0 Cll co LO 0 cn 0 z a w Y I' F Et 52 (, ZO o7 - 33 Qua 5' UNDO GAPING a $ v a 5 $ e ,0' UTIL. — — --I _ O o a Q ESM'T. PC 15+57.84 - ` I ELEV_ . 610.47 I I PT = 13+99.69 ELEV. = 607.71I I I , 50 ' 49 48 47 1 I F.F.= 609 � � F.F.= 609.5 F.F.= 610 I F.F.= 609.5 1 t r 14+00 WATER METERS LOCATED WITHIN THE LANDSCAPE STRIP ADJACENT TO THE BACK OF CURB SHALL PROVIDE A TAILPIECE EXTENDING BEYOND THE BACK OF WALK TO EACH LOT. 15+00 CROSSING NOTES 1) FOR CROSSINGS WITH LESS THAN 1' (1.5' FOR SEWER AND WATER CROSSINGS) OF VERTICAL SEPARATION, A 3"x48"x108" SHEET OF ETHAFOAM 220 WILL BE PLACED BETWEEN THE PIPES WITH SAND PLACED AROUND THE CROSSING PIPES AND THE ETHAFOAM SHEET. SEWER AND WATER CROSSINGS SHALL MEET THE 1998 CRITERIA FOR SEWAGE WORKS DESIGN, SECTION C1-9.1.4. 2) AT WATER CROSSINGS WITH STORM LINES, DEPTH OF COVER OVER THE WATER MAIN MAY BE REDUCED TO 30" AS NECESSARY. 16+00 4 Q 9 Q PT = 16+47.84 I ELEV. = 608.98 i II 46 F.F.= 608.3 Q. . O - A V 4 / r r= i' I( 1 i 45 I F.F.= 607.8 17+00 18+00 UTILITY CROSSING TABLE CROWN INVERT CLEARANCE ADDMONAL NOTES 603.25 (WATER) 603.95 STORM 0.70 SEE CROSSING NOTE, THIS SHEET 602.64 (WATER) 603.34 STORM 0.70 SEE CROSSING NOTE, THIS SHEET L KEY MAP NOT TO SCALE WATER CONSTRUCTION NOTES STA: 15+42.50 - 6.00' RT �9 1 - 2" AIR/VAC RELIEF VALVE (LSBL-08) FIELD LOCATE AT HIGH POINT OF MAIN STA: 15+50.00 - 6.00' RT 1 - 12" x 6" TEE (FL) 1 - 12" GATE VALVE (MJ x FL) 1 - 12" ADAPTER (FL x MJ) 10 1 - 6" GATE VALVE (FL x MJ) 1 - 6" F.H. ASSEMBLY 12 LF 6" D.I.P. CLASS 53 CONCRETE THRUST BLOCKING 11 395 LF 12" D.I.P. CLASS 52 -03 NAME. DATE14! 3 FOR WATER ONLY THESE PLANS ARE HEREBY APPROVED FOR CONFORMANCE WITH THE CITY OF BONNEY LAKE PUBLIC WORKS STANDARDS AND SPECIFICATIONS. APPROVAL IS VALID FOR A PERIOD OF 12 MONTHS FROM THE DATE_ OF SIGNATURE Z oZ CITY GINEFR DATE RECORD DRAWWNG CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACTOR' ONS CTION RECORDS BY: 0 dm-gq DA l� ' TITLE/POSITION: lPed,c-f-A Atga9Pi- CONFIRMED BY CITY DATE: AA -1-70-1OS PROJECT REF: FAC # 02-0008 (-//�/"- THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS. Approved By. ,P�w• �S Date Approved: G/.S—�4L J -J '0 p N 1 qo 00 Q U Q U 3 4NJ C: O m to m N ._ Er w om w Cu 0 Cu m 0 Cu Go CU a a� t- C, m ul Cu T) Lo Cu U) V) 0 CV L0 OD LO Cv 0 cn 1 z Q w a J GRAPHIC SCALE 20 0 10 20 40 ( IN FEET } I inch = 20 ft. r- 10' ESMT. 'T. .. �—� AREA 8 at LAKELAND SANITARY SEWER AND WATER PLAN AND PROFILE - 67TH STREET S.E. SEE SHEET 25 FOR CONTINUATION A PORT70N OF THE EAST 1/2 OF SECTION 6, TOWNSHIP 20 NORTH, RANGE 5 EAST, W.M., CftY OF AUBURN, PIERCE COUNTY, WASHINGTON CURVE ® TA. Z I cam. f i ctI I 1 Ilzi OrI I I CURVE I RADIU L NGTH DELTA EX. Cl 2535. 0' 05.661 01 "56'1 EX. C2 2535. 0' 12.30 13'50'2 " 610 . 01 590 570 18+00 19+00 20+00 21+00 22+00 WATER METER NOTE WATER METERS LOCATED WITHIN THE LANDSCAPE STRIP ADJACENT TO THE BACK OF CURB SHALL PROVIDE A TAILPIECE EXTENDING BEYOND THE BACK OF WALK TO EACH LOT. CROSSING NOTES.- 1) FOR CROSSINGS WITH LESS THAN 1' (1.5' FOR SEWER AND WATER CROSSINGS) OF VERTICAL SEPARATION, A 3"x48"x108" SHEET OF ETHAFOAM 220 WILL BE PLACED BETWEEN THE PIPES WITH SAND PLACED AROUND THE CROSSING PIPES AND THE ETHAFOAM SHEET. SEVVER AND WATER CROSSINGS SHALL MEET THE 1998 CRITERIA FOR SEWAGE WORKS DESIGN, SECTION C1-9.1.4. 2) AT WATER CROSSINGS WITH STORM LINES, DEPTH OF COVER OVER THE WATER MAIN MAY BE REDUCED TO 30" AS NECESSARY O 0' UTILITY CROSSING TABLE CROWN INVERT CLEARANCE ADDITIONAL NOTES 593.14 (WATER) 5 93.84 STORM 0.70 SEE CROSSING NOTE, THIS SHEET 589.32 (WATER) 590.91 STORM 1.59 DEFLECT WATER AS NECESSARY 589.35 (WATER) 590.05 STORM 0.70 SEE CROSSING NOTE, THIS SHEET 585.58 (WATER) 586.28 STC2M 0.70 SEE CROSSING NOTE, THIS SHEET } KEY MAP l NOT TO SCALE WATER CONSTRUCTION NOTES STA: 19+46.00 - 6.98' RT 1 - 12" CROSS (FL) 2 - 12" GATE VALVES (FL x MJ) 12 1 - 12" x 8" REDUCER (FL) 1 - 8" GATE VALVE (FL x MJ) 1 - 12" ADAPTER (FL x MJ) CONCRETE THRUST BLOCKING 13 47 LF 12" D.I.P. CLASS 52 STA: 19+42.44 - 40.00' LT 14 1 - 12" CAP (MJ) 1 - TEMP. BLOWOFF ASSEMBLY (LSBL-10) CONCRETE THRUST BLOCKING 15 135 LF 12" D.I.P. CLASS 52 STA: 20+50.00 - 6.85' RT 16 i - 2" BLOWOFF ASSEMBLY (LS13L-09) FIELD LOCATE AT LOW POINT OF MAIN STA: 20+80.71 - 6.88' RT 17 1 - 12" 45' BEND (MJ) CONCRETE THRUST BLOCKING 18 32 LF 12" D.I.P. CLASS 52 STA: 21+03.33 - 15.32' LT 1- 8" FLANGE COUPLING ADAPTER 1 - 8" x 12" REDUCER (FL) 1 - 12" 45' BEND (FL x MJ) CONCRETE THRUST BLOCKING SEE CONNECTION DETAIL THIS SHEET. 19 CONTRACTOR TO VERIFY LOCATION, I.E.'S, AND FITTINGS PRIOR TO CONSTRUCTION. CONTRACTOR ALSO TO NOTIFY ENGINEER OF ANY DISCREPANCIES AND COORDINATE WITH THE CITY FOR ANY ADJUSTMENTS. INSTALL TEMPORARY 4" BLOW OFF FOR TESTING PER DETAIL SHEET 29. an" Ace n�&,n /m a A CONNEC,nON DETAIL N. T. S. kgrimuM Y4b 3-47 NAMEJAL— DATE I'�3 RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE NTRACAR'SNS IONRECORDS BY: CO DA03 TITLE/POSITION: PN n..� Aeu-,,.ye, IF CONFIRMED BY CITY DATE: CUT EXISTING 8"0 STUB TO PLAIN END AND INSTALL FLANGE COUPLING ADAPTER (STING 8"0 WATER STUB 0 x IL REDUCER (FL) FOR WATER ONLY THESE PLANS ARE HEREBY APPROVED FOR CONFORMANCE WITH THE CITY OF BONNEY LAKE PUBLIC WORKS STANDARDS AND SPECIFICATIONS. APPROVAL IS VALID FOR A PERIOD OF 12 MONTHS FROM THE DATE OF SIGNATURE CIT NGINEER DATE PROJECT REF: FAC # 02-0008 4 os THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS. Approved By. S�Af&4Irl Date Approved: &Lo Z C� C� M N N \ N I --. F► Z Z N � � Q Q U q U W J --J Qz QZ T c)m tm �3 o �3 �t 4 U U m N `- F-1 PE " S"6 21 of 33 03. 0 IG66 Ir w co w Cu O O Cu r- N O m CNJ o, CIO En cli LO CD En a L O Cu LD OD LO C\J CD Cn 0 a w Y Q J h-1 I W X 0 SEE SHEET 19 FOR CONTMMMATION CURVE I RADIUS I LENGTH I DE TA C16 270.00' 130.00' 27-35:13" C17 00' 113.30' 24.02' 1" C18 r' 270.00' T6 70' 035' » 2 200.00' 100.99' 28'55'5" C93 200,00' 35.64' 1012'37» STA 11+52.50 ELEV. = 596.4 GRAPH,,, SCALE AREA 8 at LAKELAND '�° SANITARY SEWER AND WATER PLAN AND PROFILE — LINDSAY AVE. S.E. 1 IN reer A PORTION OF THE EAST 1/2 OF SECTION 6, TOWNSHIP ZO NORTH, 1 inch = 20 ft. RANGE 5 EAST, WM., CITY OF AUBURN, PIERCE COUNTY, WASHINGTON ' 64 1 63 11 62 61 1 60 59 1 F.F.= 600.5 F. 60i _ ---- F 6615``" F.F.= 599 FF.= 598.5 _ _ F.F.= 599.5 I I <ara _ __. --- -- 1 - — -- 6 - STA: 1 + 43 '" STA: 2+53 STA: 0+62 45 LF 6"0 PVd-&fA:3+82 STA: LF 6 1 `f 1 �' � r 45 LF 6" PVC 51 LF 6 b PVC oo � ' ----- � 45 LF 6"0 PVC I INV. = 592.501�._ .---- 45 LF 6'� PVC 1 I INV. = 591.50 I+ -- __ - I INV. = 594.00 I INV. = 594.50 I INV. = 593.50 --- — Lu - _ '' -- -------------Lu CL r— — — — — — — — — — T — 30+00 31+00 32+00 33+00 34+00 WATER METER NOTE= WATER METERS LOCATED WITHIN THE LANDSCAPE STRIP ADJACENT TO THE BACK OF CURB SHALL PROVIDE A TAILPIECE EXTENDING BEYOND THE BACK OF WALK TO EACH LOT. CROSSING NOTES.- 1) FOR CROSSINGS WITH LESS THAN 1' (1.5' FOR SEWER AND WATER CROSSINGS) OF VERTICAL SEPARATION, A 3"x48"x108" SHEET OF ETHAFOAM 220 WILL BE PLACED BETWEEN THE PIPES WITH SAND PLACED AROUND THE CROSSING PIPES AND THE ETHAFOAM SHEET. SEWER AND WATER CROSSINGS SHALL MEET THE 1998 CRITERIA FOR SEWAGE WORKS DESIGN, SECTION C1-9.1.4. 2) AT WATER CROSSINGS WITH STORM LINES, DEPTH OF COVER OVER THE WATER MAIN MAY BE REDUCED TO 30" AS NECESSARY UTILITY CROSSING TABLE CROWN INVERT CLEARANCE ADDITIONAL NOTES 591.21 (STORM) 591.91 WATER 0.70 SEE CROSSING NOTES, THIS SHEET RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACTOR' ONS RUCTION RECORDS 8Y:9 DATE: � Ld' 03 Tl TLE/POSI TION: CONFIRMED BY CITY G DATE: 3 A ►M N {F- W tsl9 W z KEY MAP NOT TO SCALE WA TER CONSTRUCTION NOTES 20 273 LF 8" D.I.P. CLASS 52 STA: 30+82.00 - 0.05' RT 21 1 - 2" BLOWOFF ASSEMBLY (LS13L-09) FIELD LOCATE AT LOW POINT OF MAIN STA: 32+71.00 - 6.00' LT 22 1 - 2" AIR/VAC RELIEF VALVE (LSBL-08) FIELD LOCATE AT HIGH POINT OF MAIN STA: 32+65.00 - 6.00' LT 1 - 12" x 6" TEE (FL) 1 - 12" GATE VALVE (MJ x FL) 1 - 12" ADAPTER (FL x MJ) 47 1 - 6" GATE VALVE (FL x MJ) 1 - 6" F.H. ASSEMBLY 12 LF 6" D.I.P. CLASS 53 CONCRETE THRUST BLOCKING 253 LF 8" D.I.P. CLASS 52 lgduulff NAME—YA/ --_DATE t''20"03 FOR WATER ONLY THESE PLANS ARE HEREBY APPROVED FOR CONFORMANCE WITH THE CITY OF BONNEY LAKE PUBLIC WORKS STANDARDS AND SPECIFICATIONS. APPROVAL IS VALID FOR A PERIOD OF 12 MONTHS FROM THE DATE OF SIGNATURE z -z Cl TY N ER DATE PROJECT REF: FAC # 02-0008 1,/�/o z THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS. Approved By. o-e. S10& Date Approved: 4,1.0-0 Z 1 N o r Q ac 3 ZY Zx h QW Q41 T �m am N - PF * SZ6 z2 aw 33 01 D IG66 Ir w co w E CV 0 0 Cu rr CU CU m ti OD Cu 3 Ln UJ U) Cv m L0 Cu U) En a L 0 CV Ln CO Lfl Cu 0 Cn 0 z Q J Llj a H GRAPHIC SCALE 20 0 10 20 40 ( IN FEET ) I inch = 20 ft. AREA 8 at LAKELAND SANITARY SEWER AND WATER PLAN AND PROFILE - 68TH STREET S.E. A PORTION OF THE EAST 1/2 OF SECTION 6, TOWNSHIP 20 NORTH, RANGE 5 EAST, W.M., CRY OF AUBURN, PIERCE COUNTY, WASFMTON ELEV. = 601.81 \ 6 F.F.= 60'h,5 I 4 44� 1 I 1 I STA: 1+40 35 LF 6" 0 PVC INV. = 596.00 35+00 36+00 37+00 38+00 39+00 WATER ME719i NOTE WATER METERS LOCATED WITHIN THE LANDSCAPE STRIP ADJACENT TO THE BACK OF CURB SHALL PROVIDE A TAILPIECE EXTENDING BEYOND THE BACK OF WALK TO EACH LOT. CROSSING NOTES. 1) FOR CROSSINGS WITH LESS THAN 1' (1.5' FOR SEWER AND WATER CROSSINGS) OF VERTICAL SEPARATION, A 3"x48"x108" SHEET OF ETHAFOAM 220 WILL BE PLACED BETWEEN THE PIPES WITH SAND PLACED AROUND THE CROSSING PIPES AND THE ETHAFOAM SHEET. SEWER AND WATER CROSSINGS SHALL MEET THE 1998 CRITERIA FOR SEWAGE WORKS DESIGN, SECTION C1-9.1.4. 2) AT WATER CROSSINGS WITH STORM LINES, DEPTH OF COVER OVER THE WATER MAIN MAY BE REDUCED TO 30" AS NECESSARY, UTILITY CROSSING TABLE CROWN INVERT CLEARANCE ADDITIONAL NOTES 591.21 (STORM) 592.88 WATER 1.67 591.97 (STORM) 592.91 WATER 0.94 SEE CROSSING NOTES, THIS SHEET 590.41 (SANITARY) 592.25 STORM 1.84 - 591.12 (SANITARY) 593.03 STORM 1.91 - 591.82 (SANITARY) 593.51 STORM 1.69 - 592.21 (SANITARY) 594.17 STORM 1.96 - 595.77 (STORM) 597.52 WATER 1. 75 - RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTR CTION RECORDS BY. - q'�� i�� �) DATE: /. 103 TITLE/POSITION: CONFIRMED BY CITY - DATE:: Z 0 { t , tt 1 MAP NOT TO SCALE WATER CONSTRUCTION NOTES STA: 35+07.19 - 0.22' RT 23 1 - 2" 13LOWOFF ASSEMBLY (LS13L-09) FIELD LOCATE AT LOW POINT OF MAIN STA: 35+17.34 - 6.85' RT 1 - 8" 45' BEND (FL x MJ) 24 1 - 8" GATE VALVE (FL x MJ) CONCRETE THRUST BLOCKING 25 251 LF 8" D.I.P. CLASS 52 STA: 37+77.00 - 6.00' LT 1 - 8" TEE (FL) 26 2 - 8" GATE VALVES (FL x MJ) 1 - 8" ADAPTER (FL x MJ) CONCRETE THRUST BLOCKING 27 128 LF 8" D.I.P. CLASS 52 STA: 38+07.11 - 6.00' LT 28 1 - 2" AIR/VAC RELIEF VALVE (LSBL-08) FIELD LOCATE AT HIGH POINT OF MAIN 49 10 LF 8" D.I.P. CLASS 52 STA: 35+26.43 - 6.16' RT 50 1 - 8" 45' BEND (MJ) CONCRETE THRUST BLOCKING ID-1 u u Lu i .4-d3 NAMEDATE-1--102" FOR WATER ONLY THESE PLANS ARE HEREBY APPROVED FOR CONFORMANCE WITH THE CITY OF BONNEY LAKE PUBLIC WORKS STANDARDS AND SPECIFICATIONS. APPROVAL IS VALID FOR A PERIOD OF 12 MONTHS FROM THE DATE OF SIGNATURE "Z ,/O Z CIT NGIN ER DAT PROJECT REF: FAC # 02-0008 4 y 6 v THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS. Approved By. l 74,� Date Approved: G%'/o Z 4�� 1 f' ti 0 C G U Q Uzi z� z� OIL �m �m Q aU /y N - PF 0 S26 23 0t� 33 0;.D 1666 M w m W <., 0 0 Cu m 0 m m Cu T 01 3 CU LC) m LO CV U) 41 En a / L 0 / Cu L0 m m / 0 Cn 0 z a J W Y Q J H GRAPHIC SCALE 20 0 10 20 40 ( IN FEET ) 1 inch = 20 ft. w a . . '---------- � E A *-,'-7---* 26 rl l I ° 4- I 25 STA 42+78.55 (MARSHALL AVE. S.E.) = CENTER-- STA: 1+86OF OUCKLE - ELEV. = 595.84 45 LF "0 PVC INV. 7-1' 593.00 ------------------- -2----------------- ESM'T. 5; SIDEWALK a v" Q q. , 4: q o q .4 r. A 5.5' LANDSCAPING ! AREA 8 at LAKELAND SANITARY SEWER AND WATER PLAN AND PROFILE - 68TH STREET S.E. A PORTION OF THE EAST 1/2 OF SECTION 6, TOWNSHIP 20 NORTH, RANGE 5 EAST, W.M, CITY OF AUBURN, PIERCE COUNTY, WASFflfdGTON SAT ftftftft SE m mi I1/ F a t q �I F I' RV f ._41.. / I 5.5LANDSCAPING _ - Gb 1 ' U TIL. R/W M'T. - - - - - - - - - t- STA. 1+15 35 LF 6"0 PVC STA: 0+76 INV. = 590.00 j I 35 LF 6 "0 PVC I I I I I INV. = 594.00 STA: 0+20 �'"` 1 5 LF 6"0 PVC ( I 35 LF 6"0 PVC 18 V I = 590.50 19 20 17 ( INV. = 59_UV 1V RE= 602 F.F.= 600.5 I - F.F.= 599 F.F.= 597.5 /_ __`F.F.= 596 STA: 0+73 35 LF 6 "0 PVC INV. = 589.00 21 F.F.= 596 • • • �" ' i "0 PVC t{r51 LF • INV. 591.00 STA: 2+33 67 LF 6"0 PVC Ing INV. 589.00 b. 39+00 40+00 41+00 42+00 43+00 PI` I+ 544 41-4 «e _�3 A � `'F.F.= 596 610 oc rn LO 00 n rn LO WATER CONSTRUCTION NOTES STA: 40+21.53 - 6.00' LT 1 - 8" TEE (MJ x FL) 29 I - 8" 11 1 /4' BEND (FL) 1 - 8" GATE VALVE (FL x MJ) CONCRETE THRUST BLOCKING 30 254 LF 8" D.I.P. CLASS 52 STA: 41+63.00 - 6.00' LT 31 1 - 2" BLOWOFF ASSEMBLY (LS13L-09) FIELD LOCATE AT LOW POINT OF MAIN STA: 42+68.39 - 16.22' RT 32 1 - 8" 90' BEND (MJ x FL) 1 - 8" 11 1/4' BEND (FL) 1 - 8" GATE VALVE (FL x MJ) CONCRETE THRUST BLOCKING 33 208 LF 8" D.I.P. CLASS 52 STA: 39+05.00 - 6.00' LT 1 - 12" x 6" TEE (MJ x FL) 51 1 - 6" GATE VALVE (FL x MJ) 1 - 6" F.H. ASSEMBLY 12 LF 6" D.I.P. CLASS 53 CONCRETE THRUST BLOCKING 52 117 LF 8" D.I.P. CLASS 52 UTILITY CROSSING TABLE CROWN INVERT CLEARANCE ADDITIONAL NOTES 594.14 WATER 594.84 STORM 0.70 SEE CROSSING NOTES, THIS SHEET 591.84 (STORM) 592.63 WATER 0.74 SEE CROSSING NOTES, THIS SHEET 588.48 (SANITARY) 590.26 STORM 1.78 - 589.18 (SANITARY) 591.36 STORM 2.18 - 587,98 (SANITARY) 589.43 STORM 1.45 - 590.30 (STORM) 59t00 WATER 0.70 SEE CROSSING NOTES, THIS SHEET 587.58 (SANITARY) 588.28 STORM 0.70 SEE CROSSING NOTES, THIS SHEET 587.33 (SANITARY) 588.43 STORM 1.10 - 587.87 (SANITARY) 588.57 STORM 0.70 - 587.34 (SANITARY) 588.62 STORM 1.28 - 588.01 (SANITARY) 588.77 STORM 0. 76 - 591.52 (STORM) 593.00 WATER 1.48 - CROSSING NOTES. 1) FOR CROSSINGS WITH LESS THAN 1' (1.5' FOR SEWER AND WATER CROSSINGS) OF VERTICAL SEPARATION, A 3"48"x108" SHEET OF ETHAFOAM 220 WILL BE PLACED BETWEEN THE PIPES WITH SAND PLACED AROUND THE CROSSING PIPES AND THE ETHAFOAM SHEET. SEWER AND WATER CROSSINGS SHALL MEET THE 1998 CRITERIA FOR SEWAGE WORKS DESIGN, SECTION C1-9.1.4. 2) AT WATER CROSSINGS WITH STORM LINES, DEPTH OF COVER OVER THE WATER MAIN MAY BE REDUCED TO 30" AS NECESSARY. WATER METER NOTE WATER METERS LOCATED WITHIN THE LANDSCAPE STRIP ADJACENT TO THE BACK OF CURB SHALL PROVIDE A TAILPIECE EXTENDING BEYOND THE BACK OF WALK TO EACH LOT, FOR WATER ONLY THESE PLANS ARE HEREBY APPROVED FOR CONFORMANCE WITH THE CITY OF BONNEY LAKE PUBLIC WORKS STANDARDS AND SPECIFICATIONS. APPROVAL IS VALID FOR A PERIOD OF 12 MONTHS FROM THE DATE OF SIGNATURE Z Cl 0NEER ���DlVTE 190MUMIF s_µo3 NAME -DATE RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRU ION RECORDS BY: DA TE: TITLE/POSITION: T e6 %{ M4 G S&= CONFIRMED BY CITY DATE: 3'210-03 PROJECT REF: FAC # 02-0008 G A 116 Z. THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS. Approved By. .•Piwn-- S��i� Date Approved: G �I J p N F- w W i Q O Q U Ul 3 J J W m>_ mW O O O O U c) U O �> w� it C) CL U m Ir w m w CU O O CU U7 m co CU a CD W X GRAPHIC SCALE 20 0 10 20 40 ( IN FEET ) 1 inch = 20 ft. AREA 8 at LAKELAND SANITARY SEWER AND WATER PLAN AND PROFILE - MARSHALL AVE. S.E. A PORTION OF THE EAST 1/2 OF SECTION 6, TOWNSHIP 20 NORTH, RANGE 5 EAST, AUBURN, PIERCE COUNTY, WASHINGTON SEE SHEET 21 FOR CONTINUATION o�.,v��®�� 1 ask Ea . E►�rr��� V# fiL f M,- -------------------------- -------------------- 1sm k 4 STA: 0+60 • ii PVC STA:0+111 • x ram. • 1 • 1 592.00 5 LF 6"0 PVC • �� c C • u 26 599.811 611 •• .• '� 44+00 45+00 46+00 47+00 WATER METER NOTE WATER METERS LOCATED WITHIN THE LANDSCAPE STRIP ADJACENT TO THE BACK OF CURB SHALL PROVIDE A TAILPIECE EXTENDING BEYOND THE BACK OF WALK TO EACH LOT. CROSSING NOTES-- 1) FOR CROSSINGS WITH LESS THAN 1' (1.5' FOR SEWER AND WATER CROSSINGS) OF VERTICAL SEPARATION, A Yx48"x108" SHEET OF ETHAFOAM 220 WILL BE PLACED BETWEEN THE PIPES WITH SAND PLACED AROUND THE CROSSING PIPES AND THE ETHAFOAM SHEET. SEWER AND WATER CROSSINGS SHALL MEET THE 1998 CRITERIA FOR SEWAGE WORKS DESIGN, SECTION CI-9.1.4. 2) AT WATER CROSSINGS WITH STORM LINES, DEPTH OF COVER OVER THE WATER MAIN MAY BE REDUCED TO 30" AS NECESSARY 31 32 3 34 UTILITY CROSSING TABLE CROWN INVERT CLEARANCE ADDITIONAL NOTES 588.19 (SANITARY) 588.90 STORM 0.71 - 588.43 (SANITARY) 589.15 STORM 0. 72 - - 588.57 (SANITARY) 589.29 STORM 0.72 589.90 (WATER) 590.94 STORM 1.04 DEFLECT WATER AS NECESSARY A Is' LT I)8 �0 55 tQ RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CON RUCTION RECORDS BY: DATE: TI TLE/POST TION:iD Z 1 -A ♦-G:: CONFIRMED BY CITY C DATE: ' KEY MAP NOT TO SCALE WATER CONSTRUCTION NOTES STA: 44+57.96 - 6.00' RT 34 1 - 2" AIR/VAC RELIEF VALVE (LSBL-08) FIELD LOCATE AT HIGH POINT OF MAIN STA: 44+72.26 - 6.00' RT 1 - 8" x 6" TEE (FL) 1 - 8" GATE VALVE (MJ x FL) 35 1 - 8" ADAPTER (FL x MJ) 1 - fi GATE VALVE (FL x MJ) 1 - 6" F.H. ASSEMBLY 24 LF 6" D.I.P. CLASS 53 CONCRETE THRUST BLOCKING 36 275 LF 8" D.I.P. CLASS 52 190BUMIT NAME-10(4.J —DATE FOR WATER ONLY THESE PLANS ARE HEREBY APPROVED FOR CONFORMANCE WITH THE CITY OF BONNEY LAKE PUBLIC WORKS STANDARDS AND SPECIFICATIONS. APPROVAL IS VALID FOR A PERIOD OF 12 MONTHS FROM THE DATE OF SIGNATURE I Z9 6Z Cl ENGINEER DATE PROJECT REF: FAC # 02-0008 el THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS. 1C. Approved By. 1 4�- �- f- 0 i� Date Approved: G Ar'�a Z O N \ C m W m '' m W QZ Qa O © W W cut Q Q U U (n C4 Pf a 52 150�33 02 0 1666 cim m w 3 'O ED (U1 m Cu OD LID C. 0 N 00 LO Cu 0 Cn ; 0 z Q J w a J H W X GRAPHIC SCALE 20 0 10 20 40 ( IN FEET ) I inch = 20 ft. AREA 8 at LAKELAND SANITARY SEWER AND WATER PLAN AND PROFILE - 68TH LOOP S.E. A POR71ON OF THE EAST 1/2 OF SECTION 6, TOWNSHIP 20 NORTH, 1 ►i �J�a �I _ i \ itll, ►�� I ,■ ►I \ S TA: 3+, .25-` rt 1I3IF 6"0 PVC NV. _ 600,00 z 0 Q 0 U 0 N W V) W W Co 1 ®! ` �' o I I/ STA: 1+70 1 I INV. = 598.00 ! 43 LF 6"fi PVC � � - - - - - - " ' 42 LF CO PVC 44 LF 6 PVC INV. - 596.50 I �, I INV. = 599.00 I INV. = 603.00 STA:0+63 1 1 a 1 42 LF 6" 0 PVC �� i 15 1 0 1 INV. - 595.00 f f 1 1 RE= 601.5 ' ' 70 1 1 / I 67 I � I -% F.F.= 602.5 !t F.F. 6Q5 604 I -/ I F.F.= 609.5 SEE SHEET 24 FOR CONTWJATION _ 4 { } ' E th LOOP S.E. 620- - � 50+00 53f : LOW POINT ELEV E 600.23 SCALE: 1 = 20' HORIZ. I" = ; 5' VER T. E 1 1 LOW POINT STA = 50+80.24 I � I PVI STA = 50+75 i ; i i VI--ELEV 595 56_- j A.D. 5.43 i 3 K=18.41 I ;EXISTING GRADE ® ROAD j 100.00' VC j I +P - ROPOSED GRAPE O ROAD i L 610 � : O I to ___- --- --__ -- i0 co t r to _ I , - € W 3.00Z i I 600 t 36" MIN. I 12"0 SD STOi2A� ' 8"0 DI WA tER � • ! ( 1.53 ; �36 { 835. ®- STA: 2 3 75 s"40- Pvc INV 0 A1N = 594.81 F f STA: 24f55 6".0 P ! " I ; I STA: 3+25 6 4 PVC ! e Z I STA: 1+65 6" 0 PVC INV ( 0 MAIN 594_5i INV O - MAIN 595.56 590 __ ._ -- __._._._. __,. ____.___. ___ __ _ _ _ NV' MAIN = 593.16 STA 2+28 07 PVC Y f " U r ! SITA: 0+63 6" PVC INV 0 MAIN 594.10 STA: 3+30 6 PVC � ! I STA: 1+70 6 0 PVC i I INV MAIN = 595.63 o » INV 0 MAIN = 591.63 2+00 6 SSMN 1610-58 1 - !NV ®MAIN = 593.2 STA.. " P!1FC STA = 49+95 - 1� T INV MAIN = 593.Ei8 N RIM; = 601.53 ✓ i w i I.E. i N 8" IN = -596fi8' q I _ _._____ LE 8" OUT 98 6&590. t4 W LAMER (5) INtX. 50+00 68th! LOOP S.E. _ Q STA 37+73.70 (68th ST. S.E.) - PC STA50+50 f APT STA 51+04.29 ELEV 601.81 ELEV. = 600.48 ELEV. = 600.39 f E 580 ! CID N '►� � `two av coo o N Ci *rsCill ci = cci (0(AIDg c 50+00 51+00 52+00 53+00 WATER METER NOTE -- WATER METERS LOCATED WITHIN THE LANDSCAPE STRIP ADJACENT TO THE BACK OF CURB SHALL PROVIDE A TAILPIECE EXTENDING BEYOND THE BACK OF WALK TO EACH LOT. CROSSING NOTES 1) FOR CROSSINGS WITH LESS THAN 1' (1.5' FOR SEWER AND WATER CROSSINGS) OF VERTICAL SEPARATION, A 3"x48"x108" SHEET OF ETHAFOAM 220 WILL BE PLACED BETWEEN THE PIPES WITH SAND PLACED AROUND THE CROSSING PIPES AND THE ETHAFOAM SHEET. SEWER AND WATER CROSSINGS SHALL MEET THE 1998 CRITERIA FOR SEWAGE WORKS DESIGN, SECTION C1-9.1.4. 2) AT WATER CROSSINGS WITH STORM LINES, DEPTH OF COVER OVER THE WATER MAIN MAY BE REDUCED TO 30" AS NECESSARY 135 36 37 38 9 40 UTILITY CROSSING TABLE CROWN INVERT CLEARANCE ADDITIONAL NOTES 593.38 (SANITARY) 594.97 STORM 1.59 - 596.13 (STORM) 596.83 WATER 0.70 SEE CROSSING NOTES, THIS SHEET 594.59 (SANITARY) 597.23 WATER 2.64 DEFLECT WATER AS NECESSARY 595.31 (SANITARY) 597.66 WATER 2.35 DEFLECT WATER AS NECESSARY 596.36 (SANITARY) 598.72 WATER 2.36 DEFLECT WATER AS NECESSARY 599.96 (WATER) 600.66 STORM 0.70 SEE CROSSING NOTES, THIS SHEET � t tj KEY MAP NOT TO SCALE WATER CONSTRUCTION NOTES 37 410 LF 8" D.I.P. CLASS 52 STA: 51+09.00 - 10.04' RT " 1 - BLOWOFF ASSEMBLY -09 2 BLO 0 L LSBL 38 ( ) FIELD LOCATE AT LOW POINT OF MAIN RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACTOR'S C STR TION RECORDS BY: DATE: • c 3 TITLE/POSITION: P CONFIRMED BY CITY r_ DATE: 3 20-0-3 190[BuRff i -4-03 NAMEA�2 DATE FOR WATER ONLY THESE PLANS ARE HEREBY APPROVED FOR CONFORMANCE WITH THE CITY OF BONNEY LAKE PUBLIC WORKS STANDARDS AND SPECIFICATIONS, APPROVAL IS VALID FOR A PERIOD OF 12 MONTHS FROM THE DATE OF SIGNATURE y/z-► jZ CITY NGI EER DATE PROJECT REF: FAC # 02-0008 l� z THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS. Approved BY D Date Approved: GLr/D 2 e 6 R UZI t q J J 03w mW �m �m N PF " SZ(. ZG o► 33 02.17 1666 w m Cu 0 0 Cu m bi m CD Cn CD Cxj in C\l LO m LO Cu cn In Y L O CV LO co LO Cu 0 Cn 0 z Q J w Y Q J H i Lu Qu GRAPHIC SCALE AREA 8 at LA 20 0 '° 20 40 SANITARY SEWER AND WATER PLAN AND PROFILE - 68TH LOOP S.E. ( IN FEET) A PORTION OF THE EAST 1/2 OF SECTION 6, TOWNSHIP 20 NORTH, 1 inch = 20 ft. RANGE 5 EAST, W M, CITY OF AUBURN, PIERCE COUNTY, WASHINGTON I�TA: 55+95.99, 51.85' LT / i I I 1 (68th LOOP S.E.) = l /STA: O+DO (SSMH112) 75 LF 6"0 PVC ' I , INV = 601.50 49 :-.� 48 47 46 F.F.= 609.5 F. 609.5 j F.F.= 610 ( F.F.- 6aQ.3 � 7 S`fA: 54+14.89, 64.40' LT 1 A:0+00 (SSMH,6) I } STA:0+67 51 F.F.- 609 " 35 LF 6 0 VC STA: 0+94 ' � 4 LF 6 0 PVC I - " STA: 55+70.94 40.00' LT FF.= 607.8 ! F.F.= 6�.5 I NV. = 602.00 �; - INV. = 603. 31 LF 6 PVC z INV. = 604.00 (68th LOOP S.E.) _ 7 STA: 56+24j38 64.99 LT I r , STA: 0+00 (SSMH17) / - - - - - __ ' I � -- � (68th LOOP iS.E.) _ 144 LF 6"0 PVC J l� �� \ ( STA:0+00 SSMH#12) STA: 54+01.80, 58.79 LT , I INV. = 603.00 �� / (68th LOOP S.E) _ _�/ , /; ; � I _ IN LF 6 PVC I STA:0+00 (S4k , Y �� --- ---- ---- _-------- ---� p ! \\\ INV. = 60.50 I 30 LF 6"0 PVC - �Y 10 U11L a�,,. / . INV. = 602.001 ! SSMH 610-60 c e m 1 r fh LOOP S.E" I a: C4)0 I STA: 4 `* 35 LFI6 0 PVC f r ci E.O.P. INV. _ ! 601.00 I " C1. - rya ; �, p • '. R W ESM'T. \ \ 5.5' LANDSCAPING f / d - 5 IDEWALK • - STA: 56+44.27, 57.761 LT FACE OF CURB (68th LOOP S.E.) _ - " + i STA: 0+00 (SSMH/12) 55 00 S71'41'30"W %EWH 0-61 56+00 46 LF s 0 PVC - - INV. = 600.50 FACE OF CURB 41 5 �p`b J 43 2 ```,r, ! 44 .5' .SIDEWAUC 52RIJ 00 r� F F.F.= 608 1 r rn 10 UTIL cp oESM T. 1+----------------------- N ^_� r----------------- --- ---------------- 1 p ul, n a LLJ w C 53+68. 5 I I E EV = 606.6 1 LO i013 1 I E Ami4 �' �� ft 1 I FFr 607 ill I E! '+ A + - 'Imm"m 1 1 op 2 C N71N T► F.F� 609.5 PF n SZ6 Z 1 op3.' 44LF 8-o P�C SDR35 O lrg * RIM a 0WAP IN = 9 4� 5i(o.Rq +7 59 Oq I.E. E $" IN=5 -7 7. 13 V-Sg0.gq I.E. S OUT =-697.20 5%.89 LAD DER (N E) STA:1+30 47 LF 6"0 PVCI INV. = 603.50 1 ' 71 F.F.= 609.8 CURVE DATA CURVE I RADIUS I LENGTH I DELTA C11 50.00' 83.52' 95'42'38" C12 50.00' 73.56' 8417'22 68th LOOP STA 53+50 to STA PT= 56, ELEV. _ STA:3+32 - 35 LF 6"! PVC 1 ;I INV. = 602.50 4 I 72 F.F.= 609.3 LADDER(w) o N o :g co W Lw 54+00 55+00 56+00 57+00 a J 7 m � � Q Z a z z� 1 1 N WATER CONSTRUCTION NOTES STA: 54+09.91 - 16.41' LT Q1 - 8' 90' BEND (MJ x FL) 1 - 8 GATE VALVE (FL x MJ) CONCRETE THRUST BLOCKING Q 136 LF 8" D.I.P. CLASS 52 STA: 54+99.01 - 3.08' RT 41 1 - 2" AIR/VAC RELIEF VALVE (LSBL-OS) FIELD LOCATE AT HIGH POINT OF MANY STA: 55+37.74 - 5.62' RT 1 - 12' x 6' TEE (MJ x FL) 42 1 - 6" GATE VALVE (FL x MJ) 1 - 6" F.H. ASSEMBLY 12 LF 6" D.I.P. CUSS 53 CONCRETE THRUST BLOCKING 43 115 LF 8' D.I.P. CUSS 52 STA: 56+43.64 - 20.38' LT 1 - 8" 90' BEND (MJ x FL) 44 I - 8" GATE VALVE (FL x MJ) CONCRETE THRUST BLOCKING WATER METER NOTE: WATER METERS LOCATED WITHIN THE LANDSCAPE STRIP ADJACENT TO THE BACK OF CURB SHALL PROVIDE A TAILPIECE EXTENDING BEYOND THE BACK OF WALK TO EACH LOT. RECORD DRAW NG CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONS TION CORDS BY: DATE. - 3 TI TLE/POSITION: Eq = AL t- A012A fit/ CONFIRMED BY CITY-1-A&-23 DATE: &%Z012mulu 1.1-03 NAME ✓-DATENJ FOR WATER ONLY THESE PLANS ARE HEREBY APPROVED FOR CONFORMANCE WITH THE CITY OF BONNEY LAKE PUBLIC WORKS STANDARDS AND SPECIFICATIONS. APPROVAL IS VALID FOR A PERIOD OF 12 MONTHS FROM THE DATE OF SIGNATURE i CITY EER DATE PROJECT REF: FAC f 02-0008 THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURW'S ENGINEERING DIVISION REQUIREMENTS. Approved By. Date Approved: Gls"iD Z 01 D /666 m w m LLJ Ctl (0 O N L0 N N m CU 3 O Ln L1J Cu LO CD Lo N U) 4- r- m r-, El- s 0 CV Ln Go Ln N CD z a w J H GRAPHIC SCALE 20 0 10 20 40 ( IN FEET ) 1 inch = 20 ft. AREA 8 at LAKELAND SANITARY SEWER AND WATER PLAN AND PROFILE - 68TH LOOP S.E. A PORTION OF THE EAST 1/2 OF SECTION 6, TOWNSHIP 20 NORTH, RANG 5 EAST, W.M., CRY OF AUBURN, PIERCE COUNTY, WASMNGTON SEE SHEET 24 FOR CONMAPON v °. F.F.= 600.8 I F.F.= 599.3 1 1 ° STA:1+46 45 LF 6"0 PVC INV. = 593.50 --T Vol. t R W \ ^L - ► - ► V ► 5' SIDEWALK .. ► O * 9 9 Nv, t - - .. o ► v .' / y - Q V 0_' O .. p ' L G ° ► • \ 6 4 o a ,_ ► .E �- P,' _.9 �" 77 \ ►! ----_-_-� _ ESM Tom_ �_ _�_ _-_-------- — �,----------------- — — — — — — -�� F,-_=�----�� — — :— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — t — — _ STA:1+66 �� PTA:1+06 I \� I TA Z+46 I 35 LF 6 0 PVC I 5 LF 6 0 PVC 35 LF 6-0 PVC I INV. = 595.00 �NV. 593.50 I �� INV. = 597.00 - STA:0+56 35 LF 6 0 PVC 7 ,',\ INV. = 592.00 F.F.= 598.5, 72 73 1 74 1 1 75 I F.F.= 609.3 I F.F.= 603 I F.F.= 601.5 I `, F.F.= 600 I. 1 1 1 1 11 11 1 1 57+00 58+00 59+00 60+00 SEE MEET 24 FOR CONT"LIATION 620 610 590 580 142 4 44 45 46 4 5 KEY MAP NOT TO SCALE WATER CONSTRUCTION NOTES 45 371 LF 8" D.I.P. CLASS 52 UTILITY CROSSING TABLE CROWN INVERT CLEARANCE ADDITIONAL NOTES 597.36 (WATER) 598.06 STORM 0, 70 SEE CROSSING NOTES, THIS SHEET 594.52 (SANITARY) 596.38 WATER 1,86 DEFLECT WATER AS NECESSARY 593.30 (SANITARY) 595.54 WATER 2.24 DEFLECT WATER AS NECESSARY 591.88 (SANITARY) 593.54 WATER 1.66 DEFLECT WATER AS NECESSARY 592.00 (STORM) 592.70 WATER 0.70 SEE CROSSING NOTES, THIS SHEET CROSSING NOTES-- 1) FOR CROSSINGS WITH LESS THAN 1' (1.5' FOR SEWER AND WATER CROSSINGS) OF VERTICAL SEPARATION, A 3"x48"008" SHEET OF ETHAFOAM 220 WILL BE PLACED BETWEEN THE PIPES WITH SAND PLACED AROUND THE CROSSING PIPES AND THE ETHAFOAM SHEET. SEWER AND WATER CROSSINGS SHALL MEET THE 1998 CRITERIA FOR SEWAGE WORKS DESIGN, SECTION C1-9.1.4. 2) AT WATER CROSSINGS WITH STORM LINES, DEPTH OF COVER OVER THE WATER MAIN MAY BE REDUCED TO 30" AS NECESSARY. WATER METER NOTE WATER METERS LOCATED WITHIN THE LANDSCAPE STRIP ADJACENT TO THE BACK OF CURB SHALL PROVIDE A TAILPIECE EXTENDING BEYOND THE BACK OF WALK TO EACH LOT. RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACTOR'S C TRUCTION RECORDS BY DATE: L •' d3 TITLE/POSITION: FgA 5-At A CONFIRMED BY CITY �- DATE: 3 " -03 Lr-,JC 0 e-® J L7 s -y-o3 NAME.--- — DATE 7 3 FOR WATER ONLY THESE PLANS ARE HEREBY APPROVED FOR CONFORMANCE WITH THE CITY OF BONNEY LAKE PUBLIC WORKS STANDARDS AND SPECIFICATIONS. APPROVAL IS VALID FOR A PERIOD OF 12 MONTHS FROM THE DATE OF SIGNATURE IZ az Cl TY �ER DATE PROJECT REF: FAC 1 02-OOM -&Aeld - THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS. Approved ElyDAn�S -�� Date Approved: L)SAO 2 • J � —J C7 p N \ N {� Q �o U qCm �21 Q U Z 00 00 a- m Q N PF145'(, _.B ar- 33 Ox D / 66 (a m LiJ m L1J 3 E CU O 0 CV Q] LO tT m R, a t- 3 F_ LJJ 0 cn Ln co LD CV U) .0 in .� a L O N LC7 co LO 0 0 z d J LtJ Y d J H NOTE: THE LSBL DETAILS SPECIFIED BELOW ARE SPECIFIC TO LAKELAND SOUTH PROJECTS SERVED BY BONNEY LAKE WATER AND LOCATED WITHIN THE LAKELAND SOUTH ANNEXATION AREA. THESE DETAILS MAY BE OBTAINED FROM THE CITY OF BONNEY LAKE OR THE CITY OF AUBURN. THESE DETAILS SHALL BE ON THE JOB SITE WHENEVER WATER CONSTRUCTION IS IN PROGRESS. WATER MAIN BLOCKING LSBL-01 FIRE HYDRANT LOCATION LSBL-02 FIRE HYDRANT DETAIL LSBL-03 DEDUCT METER LSBL-04 ADJUSTMENT OF UTILITY LSBL-05 1-INCH AND SMALLER WATER SERVICE LSBL-06A 1-INCH AND SMALLER WATER SERVICE MATERIAL LIST LSBL-06B 1-1/2-INCH & 2-INCH WATER SERVICE AND MATERIAL LIST LSBL-07 2-INCH AIR & VACUUM RELIEF VALVE LSBL-08 2-INCH BLOW -OFF ASSEMBLY LSBL-09 TEMPORARY BLOW -OFF ASSEMBLY LSBL-10 WATER PLAN NOTES 1. TV CABLE, ELECTRIC AND TELEPHONE LINES SHALL BE IN A TRENCH WITH A MINIMUM HORIZONTAL SEPARATION FROM OTHER UTILITIES (SEWER, WATER, STORM) OF FIVE FEET. 2. ALL CONSTRUCTION SURVEYING FOR EXTENSIONS OF PUBLIC FACILITIES SHALL BE DONE UNDER THE DIRECTION OF A WASHINGTON LICENSED PROFESSIONAL SURVEYOR OR A WASHINGTON LICENSED PROFESSIONAL CIVIL ENGINEER. 3. DURING CONSTRUCTION, THE PUBLIC STREETS ADJACENT TO THIS PROJECT SHALL BE KEPT CLEAN OF ALL MATERIAL DEPOSITS RESULTING FROM ON -SITE CONSTRUCTION, AS DIRECTED BY THE CITY. 4. PIPE FOR WATER MAINS SHALL BE DUCTILE IRON MEETING ANSI SPECIFICATIONS A-21.51 OF LATEST REVISIONS AND SHALL BE MINIMUM THICKNESS CLASS 52. PIPE SHALL BE CEMENT -LINED, IN ACCORDANCE WITH ANSI SPECIFICATION A- 21-4 OF LATEST REVISION. 5. ALL WATER MAINS SHALL HAVE MINIMUM COVER OF 36 INCHES, UNLESS OTHERWISE NOTED. 6. 12" AND UNDER VALVES FOR WATERLINES SHALL BE RESILIENT WEDGE GATE VALVES, VALVES OVER 12" SHALL BE BUTTERFLY VALVES. 7. JOINTS, EXCEPT WHERE OTHERWISE REQUIRED OR SHOWN ON THE DRAWINGS SHALL BE EITHER MECHANICAL -BOLTED TYPE OR PUSH -ON RUBBER RING GASKET TYPE, CONFORMING TO AMERICAN NATIONAL STANDARD A-21.11. 8. PIPE FITTINGS: PIPE FITTINGS SHALL BE DUCTILE IRON AND SHALL BE THE SAME KIND OF COATING, LINING, AND STRENGTH AS THE PIPE TO WHICH CONNECTED AND SHALL CONFORM TO ANSI SPECIFICATION A-21.10 AND A-21.22 OF LATEST REVISION. 9, HYDROSTATIC TESTS OF THE NEW PIPE LINE SHALL BE MADE IN ACCORDANCE WITH THE "PROCEDURE FOR WATER -PRESSURE TESTING WATER LINES" AND THE LATEST PROVISIONS OF AWWA C-600, EXCEPT AS MODIFIED BY THE CITY OF BONNEY LAKE DEVELOPMENT POLICIES AND PUBLIC WORKS DESIGN STANDARDS, SECTION 4.07(14) AND HEREIN. ALL EQUIPMENT NECESSARY TO MAKE THE TEST SHALL BE FURNISHED BY THE CONTRACTOR, AND THE CONTRACTOR SHALL CONDUCT ALL TESTS UNDER THE SUPERVISION OF THE ENGINEER. PRESSURE TESTS SHALL BE MADE ON ALL PIPING AND APPURTENANCES INSTALLED UNDER THIS CONTRACT, INCLUDING ALL CONNECTIONS TO EXISTING MAINS AT A MINIMUM TEST PRESSURE OF 200 PSI. 10. DISINFECTION OF THE NEW WATER SYSTEM SHALL BE REQUIRED PRIOR TO CONNECTION TO THE EXISTING WATER LINE AND SHALL BE IN ACCORDANCE WITH THE LATEST PROVISIONS OF AWWA C-601, EXCEPT AS MODIFIED BY THE CITY OF BONNEY LAKE DEVELOPMENT POLICIES AND PUBLIC WORKS DESIGN STANDARDS, SECTION 4.07(14). 11. INSTALLATION OF CORPORATE STOPS, WATER SERVICES, LINES AND METERS SHALL BE PER STANDARD DETAILS LSBL-06A AND LSBL-06B. 12. SERVICE LINES SHALL BE A MINIMUM 3/4 INCH AND SHALL CONFORM TO THE STANDARD DETAILS LSBL-06A AND LSBL-06B UNLESS OTHERWISE NOTED ON PLAN. 13. BLOCKING FOR VERTICAL AND HORIZONTAL BENDS SHALL BE PER LAKELAND SOUTH - BONNEY LAKE STANDARD DETAIL NO. LSBL-01. 14. FIRE HYDRANT ASSEMBLIES SHALL CONFORM TO LAKELAND SOUTH - BONNEY LAKE STANDARD DETAILS NO. LSBL-02 AND LSBL-03 AND SIX-INCH PIPES TO HYDRANTS SHALL BE CLASS 53 DUCTILE IRON. 15. CONTRACTOR SHALL OBTAIN ANY NECESSARY WATER METER/SERVICE PERMITS FROM THE WATER PURVEYOR PRIOR TO CONSTRUCTION. 16. ALL VALVE BOXES IN PUBLIC RIGHT-OF-WAY OR EASEMENTS SHALL BE ADJUSTED TO FINAL GRADE AFTER FINAL PAVING IS COMPLETE INACCORDANCE WITH THE LAKELAND SOUTH - BONNEY LAKE STANDARD DETAIL NO. LSBL-05. 17. WATER SERVICES SHALL BE PER DETAILS LSBL-06A AND LSBL-066. LOCATION OF WATER SERVICES SHALL ONLY BE CHANGED AS REQUIRED DURING CONSTRUCTION, UPON AUTHORIZATION OF THE CITY. THE CONTRACTOR SHALL NOTIFY THE ENGINEER WHEN THE EXACT LOCATIONS ARE DETERMINED. 18. BLOW -OFF VALVES SHALL BE CONNECTED TO THE WATER MAIN PER LSBL-09 OR LSBL-10 AS APPLICABLE. 19. WATERLINES SHALL BE LAID TO THE GRADES AND ELEVATIONS SHOWN ON THE DRAWINGS AND SHALL NOT BE CHANGED WITHOUT CITY APPROVAL. 20. BACKFLOW DEVICES REQUIRED WITH FIRE PROTECTION AND IRRIGATION SYSTEMS, AND TO BE INSTALLED PER LAKELAND SOUTH - BONNEY LAKE DETAIL NO. LSBL-04 AS APPLICABLE. 21. STREET CURBS SHALL BE PAINTED WITH FORMULA WID-Yi (YELLOW) 15 FEET EACH SIDE OF ALL FIRE HYDRANTS, AS DIRECTED BY THE CITY. 22. ALL WATER MAINS SHALL HAVE A BLOWOFF ASSEMBLY AT LOW POINT AND AN AIR VACUUM RELIEF VALVE AT HIGH POINT OF MAIN. AIR AND VACUUM RELIEF VALVE SHALL BE PER LAKELAND SOUTH - BONNEY LAKE STANDARD DETAIL NO. LSBL-08. BLOWOFF ASSEMBLY SHALL BE PER LAKELAND SOUTH - BONNEY LAKE STANDARD DETAIL NO. LSBL-09. 23. WATER LINE CONSTRUCTION SHALL CONFORM TO CITY CONDITIONS AND STANDARDS FOR EXTENSIONS TO THE CITY WATER SYSTEM. CONTRACTOR REQUIRED TO POSSESS THE LATEST REVISION OF SAID STANDARDS DURING CONSTRUCTION. 24. ALL DEFLECTIONS OF DUCTILE IRON PIPE TO BE PER MANUFACTURER'S RECOMMENDATIONS. 25. TYPICAL LOCATION FOR HYDRANTS, BLOWOFFS, AND AIR/VACS SHALL BE 2 FT. BEHIND WALK WHERE WALK IS ADJACENT TO CURB AND 3 FT. BEHIND CURB WHERE WALK IS BEHIND PLANTER STRIP (IF APPLICABLE). SANITARY SEWER CONSTRUCTION NOTES THE LOCATION OF THE SIDE SEWERS SHALL BE MARKED AT THE END OF THE LINE INSIDE PROPERTY BY A PRESSURE TREATED 2 X 4, FOUR FEET (4') LONG BURIED IN THE GROUND A DISTANCE OF THREE FEET (3'). THE LOWER END SHALL HAVE A 2 X 4 CLEAT NAILED TO IT TO PREVENT WITHDRAWAL OF THE STAKE. THE EXPOSED ONE FOOT (1') SHALL BE PAINTED TRAFFIC YELLOW AND THE DEPTH OF THE SIDE SEWER OR TEE SHALL BE INDICATED IN BLACK PAINT ON THE 2 X 4. 2. CONTRACTOR SHALL OBTAIN ANY NECESSARY SIDE SEWER CONNECTION PERMITS FROM THE CITY OF AUBURN PRIOR TO CONSTRUCTION. 3. UNLESS OTHERWISE APPROVED, ALL CONNECTIONS TO EXISTING SEWER MAIN WITH NEW TEES SHALL BE DONE BY THE CITY OF AUBURN. THE CONTRACTOR SHALL BE RESPONSIBLE FOR TRENCH AND PAVEMENT EXCAVATION, PIPE INSTALLATION, BACKFILL AND PAVEMENT RESTORATION. 4. ALL SIDE SEWERS ARE STATIONED FROM THE PRECEDING DOWNSTREAM MANHOLE. 5. ALL SIDE SEWERS ARE 6" PVC 0 2% MINIMUM UNLESS OTHERWISE NOTED. STUBS ARE TO EXTEND TEN FEET ONTO EACH LOT WITH A MINIMUM DEPTH OF FIVE FEET. A CLEANOUT SHALL BE PLACED AT THE AFOREMENTIONED POSITION ON ALL STUBS. SEE THIS SHEET FOR TYPICAL SIDE SEWER CONNECTION DETAIL. AREA 8 at LAKELAND SANITARY SEWER AND WATER NOTES AND DETAILS A PORTION OF THE EAST 1/2 OF SECTION 6, TOWNSHIP 20 NORTH, RANGE 5 EAST, W.M., CITY OF AUBURN, PIERCE COUNTY, WASHINGTON FOR NEW 8" MAIN: 8"x4" REDUCER (FLxFL) FOR NEW 12" MAIN. 12"x8" REDUCER (FLxFL 8"x4" REDUCER (FLxFL) FOR NEW 16" MAIN: 16"x12" REDUCER (FLxF 12"x8" REDUCER (FLxFL 8"x4" REDUCER (FLxFL) NEW WATER MAIN FLANGE COUPLIN SIZE AS REQUIREu 10 MA I GH NEW WATER MAIN WA TER MAIN SIDE SEWER CONNECTIONS SHALL BE MADE WITH A TEE PER CITY OF AUBURN STANDARDS. -� SANITARY SEWER MAIN STORM MAIN 1' MIN " PVC ® 2% (TYP) ROOF DRAIN 6"- 8" PVC @ 1% MIN IE SHOWN ON PLANS IS AT CLEANOUT 2% 1' MIN TYPICAL SIDE SEWER CROSSING BELOW UTILITY N TS NOTES: 1. SIDE SEWER CROSSINGS WITH LESS THAN 1' VERTICAL SEPARATION FROM PROPOSED UTILITIES SHALL BE DUCTILE IRON CLASS 52. 2. ADDITIONAL BUILDING SEWER CLEANOUTS SHALL BE INSTALLED AT INTERVALS NOT TO EXCEED ONE HUNDRED (100 FEET IN STRAIGHT RUNS AND FOR EACH CHANGE IN DIRECTION EXCEEDING (35') DEGREES. 3. BUILDING SEWER CLEANOUTS SHALL CONFORM TO CITY OF AUBURN STANDARD DETAIL SSCO-1. 4. VERTICAL BENDS IN SIDE SEWERS SHALL OCCUR ONLY AT LOCATIONS WHERE UTILITY CONFLICTS OCCUR. NO VERTICAL BEND SHALL BE ALLOWED IN THE PUBLIC R.O.W. OR WITHIN A UTILITY EASEMENT. " 2 PRESSURE TESTING ASS, Y, 4" BLIND FLANGE W/ 2" IPS TAP 2" PIPE (SxS) LENGTH TO FIT 2" GA TE VAL VE (SxS) TESTING CONFMRA77ON COUPLING PER CITY REQ'S NEW WATER MAIN � LENGTH AS REQUIRED MATCH NEW WATER MAIN CLASS AND SIZE CONNECTION DETAIL N. T. S. FOR EXIST. 8" MAIN: 8"x4" REDUCER (FLxFL) FOR EXIST. 12" MAIN: 12"x8" REDUCER (FLxFL) 8"x4" REDUCER (FLxFL) FOR EXIST. 16" MAIN: 16"x12" REDUCER (FLxFL) 12"x8" REDUCER (FLxFL) 8"x4" REDUCER (FLxFL) EX. WATER MAIN 1 L/l1YVL ,,,,jI'LING ADAPTER. SIZE AS REQUIRED TO MATCH EXISTING WATER MAIN NOTE: BACKFLOW PREVENTION ASSEMBLY REQUIRED FOR TESTING CONFIGURATION AT CONNECTION TO EXISTING MAIN(S). FINAL CONFIGURATION SHALL REPLACE BACKFLOW PREVENTION ASSEMBLY WITH SPOOL TO MATCH NEW WATER MAIN CLASS AND SIZE. LENGTH TO FIT. COUPLING PER CITY REQ'S -,,- EX. WATER MAIN ATTACH 4" DISCHARGE HOSE 4" GALV. 90' B 4" GATE 1 4" GALV. IRON PIPE THREADED LENGTH 1 / IRON PIPE ED LENGTH TO FIT 4" 90' WITH 4" CLOSE NIPPLE BETWEEN CAP/BLIND FLANGE AND 4" 90' BEND PROVIDE CONCRETE THRUST BLOCKING (NOT SHOWN) 4' TEMPORARY BLOW OFF ASSEMBLY N. T. S. RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS BY DATE: IT TLE/POSI TION: CONFIRMED BY CITY DATE: FOR WATER ONLY THESE PLANS ARE HEREBY APPROVED FOR CONFORMANCE WITH THE CITY OF BONNEY LAKE PUBLIC WORKS STANDARDS AND SPECIFICATIONS. APPROVAL IS VALID FOR A PERIOD OF 12 MONTHS FROM THE DATE OF SIGNATURE o2 CITY NGINEER DAT PROJECT REF: FAC 1 02-0008 `1,16 z THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS. Approved By. Date Approved: 1 p N Ll QZ, Qc, z� zX mZ mZ 00 00 �w �m cl-� �U N �F 11 S 11_c1 of 33 010 1666 rT- w 00 CD CD CNJ LD 01 CNJ m O U (U L0 m LO a Ln m LO Cu O CP Cm a J LLj Y Q J X X GRAPHIC SCALE �� 0 25 50 ( 50 IN FEET ) 1 inch = 50 ft. EX. CB EX. SSMH #1610-30 AREA 8 at LAKELAND COMPOSITE UTILITY PLAN A PORTION OF THE EAST 1/2 OF SEC110N 6,TOWNSHIPNTYvASFII20 N Na ON RANGE 5 EAST, W.M., CITY OF AUBURN, PIERCE o orur%mifM nPPFF)) A u u"'t- U �- RECORD DRAWNG CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS BY: DATE: TITLE/POSITION: CONFIRMED BY CITY DATE: PROJECT REF: FAC # 02-0008 THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS. Approved By. _ Date Approved: CHEC D M weber EEC g T 20 M R 5 E. F LE NO I• \LAKELAND-SO\26852 DATE 2/11'02 SCALE r - 50' SHEET 3C - - RL-E No 26852 ox 1) 1666 H P f 1° ;4& 5 0 Of 33 CC Lu m L,J N 0 0 N rn r 0 N co CV a CD of 3t 0 -i Cu LLi ao CD N -1 CIO L O N L0 LID Cu 0 Ln 0 z a J w a J F-1 L` W X T AREA 8 at LAKELAND UNDEVELOPED MASTER LOT AREA MAP A PORTION OF THE EAST 1/2 OF SECTION 6, TOWNSHIP 20 NORTH, S7724 08-W 556 gr RANGE 5 EAST, W.M., CITY OF AUBURN, PIERCE COUNTY, WASHINGTON GRAPHIC SCALE /�y� 60 0 30 60 120 ® WEDGE E�e`p'ti,✓OD ( IN FEET)s'`3:X5`W 1 inch = 60 ft. S",07_J'04"W LINE DATA LINE DIRECTION DISTANCE LINE I DIRECTION I DISTANCE L1 N75'24'22"E 20.00' L15 S1235'52"E 18.81' L2 S72'46'08"W 20.00' L16 S67'02'01 "W 20.14' L3 S77'24'08"W 25.00' L17 N77°24'08"E 25.50' L4 S77 24'08"W 27.50' L18 N12'35'52"W 10.31' L5 S67'02'01 "W 33.24' L19 N77°24'08"E 4.00' L6 S67'02'01"W 15.00' L20 N32'24'08"E 15.56' L 7 N6 7'02'01 "E 15.00' L21 N 1235'52"W 14.00' L8 S67'02'01"W 32.68' L22 N31'19'06"W 25,00' L9 S12'35'52"E 13.59' L10 S12'35'52"E 24.05' L11 S67'58'26"W 3.74' L12 S67'58'26"W 34.16' L13 S49'48'55'W 3.18' L14 S77 24'0$ W 31.05' _-------- 15815T------- -I I 460,428 S.F. ]5815 `4J 460,428 S.F. ---c75 5�_ _ ---- ---- ir- �30 C56 L12 60.13 60.131 C52 - -~��, -._. 0 833n+�As T, - r1r,,31y;L4. - - -CC17 g161 �✓g1'7 / I I I 3 I a gOOp'C78 77 ` C16 (OVERALL) N/M ^ r- 6,794 S.F. 6,837 S.F. �`l.. o"'0 4AR 47 050 49 `/ 7.1p'' '� °� v oo I z cy raC' ( J ry o o z ^ 0 7838 S.F. 8,890 S.F. ry 8,362 S.F. • _ _ .._ `` j z � I I I � Z 1 Z ^ i � � �.� ! 8 I 1 51 I -I L-- I I I ' �' ! ;`' I 8,137 S.F. 9,260 S.F. I i� I / / / 11,223 S.F. I �^ ;� I I C�3 - L19i II N I LS ! �__ J /�Gh3 c54 1 I 7724'os"W J -� L - - J 32 8,268 S.F. I I� + ,? r'Q r , I 94.64' - _ C51 S7724'08" L 14 " . _ CSS - 60.00' - r -� ` J 18 242 S.F. E ! ! / v� , ~., 43.1 ] C53 - \\ 11 I / C42 �! t- 1 � W Q Ihj J 1 3 f 101.33,E L, C95 /I v of o r° f; , ._- r- __ ���\\ �Nh9' 'I L-S7724'08'W_i 24 08 E 1 J / �+ o _ _���_ j _._. __..,.•' `fl 11g.26 I J j r I l C44 ( '_' 1 / o o-�' �' ! f C86 N71413o E `. ` 1- 100.00' I i 8,825 S.F. 10281' - �' / % 6,012 S.F. I `O I 52 ( 75� o r' C98 I ^' 16,005 S.F. I I:r I; '! G01/ �c�p��1 C8¢ `� o�, j� Z. I N77• ..i Q - N77' z I"' ; �j Q`l� _ g s v I I ,r� tr o 24'08'E o I l l� ..� 2408" I `� - - ,� �; o - J 2 x /" _ E _I L5772408, 1�1 ��`�: - _ � Q �� ! Q I 33-11s4r- _ _ ; rt I 6.033 S.F. _ vj 9769 - 1 W _ J ky =`'G� _ 42.21' _ --61.00' 47_54' 'f'q s r o� Iz L6,000 S.F. I I� I I % W L �3 r 100.00'-1 1 - - _ C6' l�J _: ,,I 7,684 S.F. S7724' (' 1,1 !gl N7724 08'E _ J I v"' _' / ' ! N o J 1 I r t�f I r - -� r L- N7 24' I f ` 1 08'W _ J l ! f 30 l ® v %�' ��, o ( 1 `' ! + r 7' 08 E J 3 00.00' _ 1 r f 100.00' °� +n o <o ! I . f / + w 3 _ '+ 1 6,874 S.F. ! C41 J 1 s, 003 S.F. I ., 53 1 F 1- 11 100 00' - o 1 _ '' I ^ 16, 000 S.F. ! 18 / O ram, '�N o u� j L N77' j o I j 'I '' N7724'08 E_! Z L I I 6>625 S.F. o 72 I 1 01 r 11 ! f$ d j r_ 1124 08 E- J +, 7 ¢ ~ o � a, aro 1 co 1 i S77 ,`? 00 ao t 8 o I ' 3.89' _ j S I (- 100. p0' _ 24 08'W _ _I t' I cn 6,039 S.F. I Z 6,500 S.F. ' "'I °Y9V o Z 1 6,000 S.F. IQ I I 0 1 34 s,000 s.F. l� I h 1 -� r_ too.o 1 -_ + to I 6,000 S.F.1 o L L J o f 0' _ J L 1 1-, I 57724 1 IIall J J 62 1 d g� 1 1 1 I N77.24 08" _ -. - - _ J L _ I 1' loo.00 W 1 29 j N77 `Z40 n M� E_ j r' 100. pp8 J b, •- I j o oin I 1; 74.50' E S 3� �3421 W 24, i r ,t r N7724 08"E J I J C40 J I. 1 S77' ' I p, w J 6,821 S.F.s,000 S.F.sF�:� Ja ;° ;` I I- --100.00'- L16 3 ^ _ 08 W 1 1 10000'- o I 11 rm� L 1 f oo �� I L. I `' 16,000 S.F. I a a o N77 w E _I z L 1 I"' 3 1 s5.69 -� I I I �� o I35 I" I.:� 24 08 E- I I I l' h r- - loo, 00' - s7724 o8"W _ J 1 ,t �I I I �. (� $ . ! I 1 1of ! ,41 I j I l� , 1 r- 113.70'_ _ s,000 S.F. o � � I J f � `� I 73 to I 1 I�; $ 6,000 S.F. I $I j jj r" l00 00' _ `� o cv �o S7724 08 co p ,t S7724 08 RJR I �, J "� I I 6,300 S.F. I^ I J 1 1 6,000 S.F. a = " 1 j j 2V I L_ " :; v, I $I 3 6,044 S.F. I I�, �„ L j W_ J l W- J 1 1 w $ j - I _ l J - N7724'08 1- 100.00' _ F ."' 1 j 6,852 S.F. rt r ---100.00'_ 1 �I j 61 J o 1 1 1 i� N7724 08" z �- S7724 I I r_ "E _1 '� I 1 c39 4' I 6,000 S.F. 0 55 /g ;� -4 _ E--I _ oa'W _ J I loaoo' -N1 1 j f o J I I s „ L_ N7724p b 1 a 1 6>000 S.F. ! I o 1 N J 100 00' r- 1pp 00 o I I _7 g I I I; I _ N7724 o8"E _ _J s,000 S.F.I IS 11' _loo.00'- S772408"W_ J 1 E` $I1 I g"' I �� o z 1 0 I 1c37 ! 8 E J 1-- I cV I 1 o l I ! N 36 1 IS r- 114.91 l` I o f o oh l ! fl 1 J 6,000 S.F. l 0 6,000 S.F. 1 jcor j i <` O 1� f. + I J 1 (' -1oa oo' _ I I J o N 7'4 to l 1 0 L 577• 1 I _ L1 o o .' o o " 6,000 S.F. o 16,000 S.F. I o F ,1 ' I L_ 1 24'WW _ J 1 1, j S7724'08 W J I r I I j ! 3! I1 I_ I �o z Ito c3j N7724'08"E J 100.00' i 1 j j 27 _N �/'� J ..00' _ W I o "o� v�� j I jo j N77�4'p8"E _I 57724 08"W _ I i r� `-100.0 I 1 i I 6,030 S.F. C38 j( I 11 ? ao 1 1 7, 915 S.F.o ^ `� o t 100, j- 100. -1 I 0 - 1 _ N77• " I I o l I I l o l I to i r M 1 I oo' _ 00'_ �, 1 O j I I_ 24 08 I , , ` N 6,915 S.F. o ,; ; I gj 3 37 E _j l j z l II I 3 0 1 1 a t IN 8` 1 1'' 9� 1 ! o �- 0 6,000 S.F. I t 1 6,000 &F. 1 to , � ' S67.02'01"w 54'- Ns7ro2'o1; E J I Ni � . of 1 / � 1 ! � �� ,� �, 11 I �, o l� ; t, 1 ' I 1Cw j I L - - J L - - 101.66 - i 1 "' 67 "' o cp I' 1( / 6,000 S.F. "� co L I r y �I { 1o1.ss'- J. i I I �; . 1 75 1 0 1i I N s7724 o8"w _ J I d 1 I , L. N7724 08" _ I s 60.00' 81.52 I L 6,000 S.F. I A o 6 000 S.F. to " a f_ _ t of I 61.80° j N7724 08 �' 100 00' _ r !` -100 E J I 1 N67'02'01 "E - �' ' ?l , a L' I f _ E -J j j 6,016 S.F I c I j oo' ., I 1 j I '_ N7724 p8'E J S7j24 o8"W _ J I I : 1_ I 1 100.00 - 11 f j I L I 1 100.00'- v -100.0o' _ F I I 1 I F - N7724 08" + 13 I I '1 N 1 j r _ E J ( j ,� f Jr,; l o a, o I,- I' �j¢ I! I r a�l I 1 `n I I f +; - 101, 57' i f h I 7 I I p-- j n 59 O O C1ul�- DO W ? S h I 38 M �t- �� L2 1 ro ! !< ' I 7,053 S.F. �; r 6,120 S.F. c ,f 7,527 S.F. I ;' v I I o� ! Irh, t I j 39 1 o N J 8,570 S.F.�C3� 7,645 S.F. _ o Q 7 '` o N ^ z V I / I I a J 7, 713 S.F. I o f i 25 ( 7,714 S.F. I ;n 16,859 S.F. j �: ( I I I ! I�\ 7,079 S.F. i I 1 I '{ t L S69 44329"W -J �'� r. I - -� ( cn / 6_ (- Aj - - - r-1 C35 14 J } '+ J L - - -� ►- - �� _ ? I`' C _ - - -1 - - L - c`° ti f J 7f67 C�--_-_-_ __ - ---- ate- - 88.42 I� f ( ��` , �`� 50.47' - - 60.00� 47.83' k _ �` ^ 0 79 71 - 68.63 _._-.__. _' . �`__._.._ ___ . __ __ __._ r1-N7724'08"E I ; t, a ._ T-... r N J J 3 N69'43'29"E, ��� ' C �9"" wT"._T- _ __.•30� v' �� 240.02' - - - 212_4T cy I - - �n '9g -- - Ir67b2'O1"E 660.79' t, "fir,... - - - - - - - 60'00= - 60_ - - _- - - 6 - 60-00' L6 C26 39.71' - 60-00-- -_ 60-00' 60.00' _ 60_00_ 60.00' - - .- - - - - - - - 1 - • I W I W I W I sv ( �OW1�lj p) O 15 O ■ 6 O 17 O '� `n 6 19 "' 00 2® ^ O g a> v ,`�'�' o +�'n o `r' o "� oo14 o ^ o r o :n o 6,000 S.F. N co '^n o en oo lV; V 'r' 1® 0 11 12 Y 13 o o ;n :n o � 0 6,000 S.F. N '? 6,000 S.F. i t V '* � n d` ^ o n 6 6,000 S.F. �., 6,000 S.F. N a 6,000 S.F. N^ N 1 N 1 Rol o o :n oo ." 0 6,000 S.F. �., �" o 0 6>000 S.F. N N T 6,000 S.F. �, :o cv 6,028 S.F. cv O 6,000 S.F. N N N cn ^,� 10,276 S.F. cv 6,724 S.F. �, N �, N � V) ( v, I cn I 1 N I `� I 11 -� L-_-� L- -J L- -J L_ -.J L_ -J L---J L-----� L-----� L---� L---J z I - - - C24 L5 60.00' 60.00' 60.00' 60.00' 60.00' 60.00' S6T02 01 W 6099�3.95 60.00' 60.00' 60.00' 60.00' Li ■ r 105.41'- j 0 - 60.00_L8 27,.1 1 I C7 ( ; r-----� F- I I ' I C31 I+, W W W 21 22 a 23 m 24 1 #I 0o N6,000 S.F. N 6,071 S.F. N cn 6,698 S.F. 1 I rnCN 1 9,566 S.F. N I � 1 - J L- _J L- L---J L-- - -C30 si 60.00' 60.00' 60.00' 45.72' C72 -- f f r; ?' li a / i 1 iIt � t 1 CURVE DATA CURVE I RADIUS I LENGTH DELTA Cl 2587.00' 372.73' 08'15'18" C2 627.50' 138.91' 12'41'02" C3 682.50' 151.09' 12'41'02" C4 35.00' 60.29' 98'41'29" C5 822.50' 24.08' 01'40'38" C6 35.00' 13.82' 22'37'06" C7 2587.00' 191.05' 04'13'53" C8 2607.00' 120,00' 02'38'14" C9 375.00' 90.00' 13'45'04" C10 300.00' 54.29' 10'22'07" C11 OVERALL 50.00' 83.52' 95'42'38" C12 OVERALL 50.00' 73.56' 84*17'22" C13 OVERALL 50.00' 87.59' 100'22'07" C14 OVERALL 50.00' 69.49' 79 37'53" C15 325.00' 103.00' 18'09'31" C16 OVERALL 270.00' 130.00' 27'35'13" C17 270.00' 100.00' 21*13'14" C18 270.00' 30.00' 06'21'58" C19 25.00' 39.95' 9133'05" C20 295.00' 59.45' 11'32'51" C21 25.00' 15.00' 3422'14" C22 50.00' 21.46' 24'35'25" C23 50.00' 30.00' 3422'38" C24 812.50' 23. 78' 01 °40'38I C25 50.00' 30.00' 3422'39" C26 50.00' 20.89' 23*56'11" C27 50.00' 28.90' 33*07'17" C28 K00' 22.34' 25'36'09" C29 50.00' 22.50' 25'46'59" C30 25.00' 14.60' 33'28'04" C31 2587.00' 122.29' 02'42'30" C32 2607.00' 7.07' 00'09'19" C33 25.00' 19.69' 45'08'12" C34 50.00' 35.13' 4015'40" C35 2587,00' 57.32' 01'16'10" C36 2607.00' 60.64' 0119'58" C37 2587.00' 8.06' 0010'43" C38 2607.00' 52.29' 01'08'57" C39 2587.00' 60.01' 0119'45" C40 2587,00' 60.00' 01'19'44" C41 2587,00' 60.03' 0119'46" C42 25.00' 4.16' 09'32'10" C43 25.00' 41.16' 9419'22" C44 2587.00' 71.85' 01 °35'29" C45 25.00' 37.38' 85'40'38" C46 25.00' 34.75' 79 37'53" C47 25.00' 43.79' 100'22'07" C48 50.00' 24.08' 27'35'51" C49 50.00' 34.58' 3937'39" C50 350.00' 11.18' 01'49'51" C51 50.00' 57.69' 66`06'41" C52 350.00 72.82' 11 *55'13" C53 25.00' 16.42' 37 37'33" C54 50.00' 46.38' 53'08'36" C55 25.00' 18.97' 4328'28" C56 300.00' 26.08' 04'58'50" C57 50.00' 33.96' 38'55'10" C58 300.00' 69.00' 13'10'41" C59 50.00' 19.60' 22'27'25" C60 50.00' 11.56' 1314'39" C61 325.00' 58.81' 10'22'07" C62 25.00' 39.27' 90'00'00" C63 25, 00' 43. 79' 100'22'07" C64 25.00' 33.44' 76°38'05" C65 25.00' 41.76' 95'42'38" C66 25.00' 34.75' 7937'53" C67 25.00' 39.27' 90'00'00" C68 275.00' 49.77' 10'22'07" C69 25.00' 36.78' 8417'22" C70 50.00' 15.23' 17'27'28" C71 25.00' 39.27' 90°00'00" C72 2587.00' 11.46' 0015'13" C73 25.00' 3.00' 06'51'55" C74 350.00' 110.92' 18'09'31" C75 245.00' 117.96' 27'35'13" C76 25.00' 39.27' 90'00'00" C77 2587.00' 62.07' 01'22'29" C78 25.00' 4.16' 0932'11 " C79 400.00' 96.00' 13'45'04" C80 25.00' 38.79' 88 53'40" C81 25, 00' 38. 79' 88 53'40" C82 2587.00' 25.35' 00'33'41" C83 2587.00' 25.35' 00'33'41" C84 50.00' 31.16' 35'42'38" C85 50.00' 52.36' 60'00'00" C86 50.00' 21.20' 2417'22" C87 50.00' 52.36' 60'00'00" C88 50.00' 35.23' 40'22'07" C89 50.00' 52.36' 60'00'00" C90 50.00' 17.13' 19'37'53" C91 50.00' 52.36' 60'00'00" C92 200.00' 100.99' 28'55'51" C93 200.00' 35.64' 1012'37" C94 175.00' 61.72' 2012'23" C95 225.00' 4.48' 01'08'30" C96 225.00' 35.61' 09 04'07" C97 175.00' 28.45' 0918'52" C98 175.00' 2.74' 00 53'45" C99 225.00' 61.05' 15'32'44" C100 225.00' 34.90' 08*53'11" RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS BY. DATE: TITLE/POSITION: CONFIRMED BY CITY DATE: PROJECT REF: FAC # 02-0008 ` 5I OX THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS. Approved By. .� > Date Approved: J J O N w W �o ¢o zY zY mz Qz 00 00 �m �m QU �C:U N P60SZ4 31oc3 Off. p / 6 46 CIE LLJ Cn LLJ g 0 O CU V O O_ m LU 3 J H Q ms CU LC) m LO Cll U) L Fn Cl- L O Cu ILD OD LO Cll 0 En I Cl z Q J LLJ Y Q J I-1 h W X ROM t GRAPHIC SCALE 50 0 25 50 100 ( IN FEET ) I inch = 50 ft. / AREA 8 at LAKELAND MAILBOX, SIGNAGE, CHANNELIZATION, AND LANDSCAPING PLAN A PORTION OF THE EAST 1/2 OF SECTION 6, TOWNSHIP 20 NORTH, RANGE 5 EAST, W.M., CRY OF AUBURN, PIERCE COUNTY, WASHINGTON E th'g�r. "3' �r%1,a ;sx ♦: `/ x %l4�- Aft /. • s �`t4: `. Rum, , -„ :;. _._ ��.. ownriffs! r r e'M i.y, - r a7v gag 4.{ p ''mill IN as n, a uuICI I I I it I AT - - - SK3W DISTANCE NOTE-, THE SIGHT DISTANCE TRIANGLES SHOWN HEREON ARE MEASURED FROM A POINT 12 FEET BEHIND THE EDGE OF TRAVELED WAY. SIGHT TRIANGLE SHOWN FOR A DISTANCE OF 250 FEET ON LAKELAND HILLS WAY S.E. (MINOR ARTERIAL) AND 200 FEET ON EVERGREEN WAY S.E. (RESIDENTIAL COLLECTOR ARTERIAL), PER CITY OF AUBURN STANDARDS TABLE RG-2. NOTE: WHERE TYPICAL LOCATION OF NEIGHBORHOOD DELIVERY AND COLLECTION BOX UNIT : . ALLS WITHIN a SIDEWALK, ADDITIONAL CONCRETE SHALL BE CONSTRUCTED AROUND C.B.U. PER CITY OF AUBURN STANDARD DETAIL STMB-2 SEE PLAN FOR LOCATIONS. CONTRACTOR SHALL REFERENCE CITY OF AUBURN STANDARD DETAILS STMD-2 AND STMB-2A FOR EXACT LOCATION AND CONSTRUCTION STANDARDS OF N.D.C.B.U. ltt � Go n\A it NOTE NEIGHBORHOOD DELIVERY AND COLLECTION BOX UNITS (".C.B.U.) SHALL BE AMERICAN LOCKER GROUP, INC. (PLASTIC) OR APPROVED EQUAL. PIOPOSED 15 ACRE rr---"\ARvm CONSTRUCTION NOTES: OSTOPSIGN (R1-1) w/TOP MOUNT STREET NAME SIGNS, STREET SIGNS SHALL BE PER CITY OF AUBURN STANDARD DETAILS TRSP-1, TRSP-2, AND TRSP-3. STOP BAR - 18" WIDE, WHITE, REFLECTORIZED OTHERMOPLASTIC, OR OTHERWISE APPROVED BY THE CITY OF AUBURN. MAILBOX PLAN MAILBOX # TYPE* LOT NUMBERS TOTAL 1 TYPE 2 26, 27, 28, 29, 30, 31 12 32, 33, 34, 35, 36, 37 2 1 TYPE 1 20, 21, 22, 23, 24, 25, 38, 39 8 2 TYPE 2 16, 17, 18, 19, 40, 41, 42, 43, 44, 45, 46 3 47, 48, 49, 50, 51, 52, 53, 54, 55, 56 32 1 TYPE 1 66, 67, 68, 69, 70, 71, 72, 73, 74, 75, 76 4 1 TYPE 2 7, 8, 9, 10, 11, 12 12 13, 14, 15, 57, 58, 59 5 1 TYPE 2 1, 2, 3, 4, 5, 6 12 60, 61, 62, 63, 64, 65 P TREE LEGNE RAYMOND ASH (FRAXINUS. OXYCARPA) -REDWOOD" { PEAR (PYRUS CALLERYANA) -ARISTOCRAT" Q YOSHINO CHERRY (PRUNUS X YEDOENSIS) RECORD DRAWING CERTIFICATION AUBURN POSTOfFICE 4000THESE DRAWINGS CONFORM TO THE POSTMASTER APPROVAL CONTRACTOR'S CONSTRUCTION RECORDS B BY. BY: ~ DATE: DATE: SON(TITLE/POSITION: TITLE/POSITION: r CONFIRMED BY CITY DATE: " b * k. cokj6'� 0 %> PROJECT REF: FAC # 02-0008 o z THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS. •. Approved By._.i'..,.... Date Approved: -.J J O N wS eQ �U § J mLL- J mz z 00 00 U � U N ^ Pr' 5z(- 3Z of 33 oaD 1666 j _I 0j 0 0 cu Ln m Q A L w 0 Cu 00 cu 4-1 cn a L O cu co 0 Z a w Y Q ORAL NOTES 1. ALL CONDUITS SHALL BE 2 INCH SCHEDULE 40 PVC, EXCEPT WHERE CONDUITS CROSS ROADWAYS, THE CONDUIT SHALL BE SCHEDULE 8 PER AUBURN DETAIL SHEETS TRAFFIC-45 AND TRAFFIC-46. 2. ALL JUNCTION BOXES SHALL BE LABELED WITH "LT" ON THE GALVA LID PER AUBURN DETAIL SHEET TRAFFIC-46. 3. STREET LIGHT POLES SHALL BE ALUMINUM 30 FEET TALL WITH AN LUMINAIRE ARM. THE FIXTURE SHALL BE 120/240 VOLT AND BE 1 4. EACH STREET LIGHT FOUNDATION SHALL HAVE A TYPE 1 JUNCTION LOCATED BY IT, AND HAVE A 3 FOOT BY 7 FOOT BY 4 INCHES TH PAD AROUND THE TWO FEATURES PER AUBURN DETAIL SHEET TRA 5. SERVICE CABINET SHALL BE METERED WITH PHOTOCELL ON CABINET PER CITY OF AUBURN SPECIFICATIONS AND MEET PSE 2002 REGUL 6. ALL WORKMANSHIP, MATERIALS, AND TESTING SHALL BE IN ACCORD WITH THE MOST CURRENT CITY OF AUBURN / WASHINGTON STATE DEPARTMENT OF TRANSPORTATION / APWA SPECIFICATIONS FOR R( AND MUNICIPAL CONSTRUCTION, AND NATIONAL ELECTRICAL CODE UNLESS OTHERWISE SPECIFIED. IN CASES OF CONFLICT THE MOST GUIDELINES SHALL APPLY. WHEN THE MOST STRINGENT GUIDELINE`. UNCLEAR, THE DIRECTOR OF PUBLIC WORKS SHALL MAKE THE FINA 7. ALL SAFETY STANDARDS AND REQUIREMENTS SHALL BE COMPLIED 1 AS SET FORTH BY THE WASHINGTON STATE DEPARTMENT OF LABOR AND INDUSTRIES. CONDUIT & WIRE SCHEDULE RUN CONDUIT SIZE WIRE C 2 - #8 FROM LIGHT POLE FOl 0 2" PVC 1- #8 GIRD BOX AND ROAI 2" PVC 2 - #6 JUNCTION BOX 1 1- #8 GRD 2" PVC #8 248 1- #8 GRD ® 2" PVC 3 - #2 CONNECT TO PS 2-8 ® 2" PVC 2 - #6 2-08 GILD ® 2" PVC 246 #6 1- #8 GRD NOTE: CONDUIT SHALL BE PVC SCHEDULE 40, UNLESS CONDUIT ENTERS It POLE FOUNDATION FROM JUNCTION BOX OR ITS A ROADWAY CROP AND CONDUIT SHALL BE SCHEDULE 80 PVC. PUGET SOUND ENERGY POWER POINT LOCATIONS TO BE DETERMINED FIELD WITH PSE PERSONNEL. Legend ■ PROPOSED TYPE 1 JUNCTION BOX ♦-* PROPOSED CITY OF AUBURN STREET LIGHT STANDARD ■ NEW 1201240 VAC SERVICE CABINET PER CITY OF AUBURN SPECIFICATIONS LUMANM SCHEDULE POLE NUMBER STATION STREET SERVICE CIRCUIT WATTAGE POLE TYPE HEIGHT ARM LENGTH L1 47+13 18.5' LT MARSHALL AVE. S.E. 1-A 100 ALUMINUM 30 FT 8 L2 45+32, 21.5' RT MARSHALL AVE. S.E. 1A 100 ALUMINUM 30 FT 8 L3 43+12,18.5' LT MARSHALL AVE. S.E. 1A 100 ALUMINUM 30 FT 8 L4 42+41,18.5' LT 68TH ST. S.E. 1A 100 ALUMINUM 30 FT 8 L5 40+50, 20.5' RT 68TH ST. S.E. 1A 100 ALUMINUM 30 FT 8 L6 60+31118.5' RT 68TH LOOP S.E. 1-B 100 ALUMINUM 30 FT 8 L7 58+27,18.5' RT 68TH LOOP S.E. 1-B 100 AL 30 FT 8 L8 56+00,18.5' RT 68TH LOOP S.E. 1-B 100 ALUMINUM 30 FT 8 L9 38+65,18.5' LT 68TH ST. S.E. 1A 100 ALUMINUM 30 FT 8 L10 50+49.5,18.5' RT 68TH LOOP S.E. 1-D 100 ALUMINIUM 30 FT 8 1-11 52+32.7, 21' LT 68TH LOOP S.E. 1-D 100 ALUMINUM 30 FT 8 L12 54+27.5,18.5' RT 68TH LOOP S.E. 1-D 100 ALUMINUM 30 FT 8 L13 36+88.5, 20.5' RT 68TH ST. S.E. 1-C 100 ALUMINUM 30 FT 8 L14 35+26.5,18.5' LT 68TH ST. S.E. 1-C 100 ALUMINUM 30 FT 8 L15 33+10, 21' RT LINDSAY AVE. S.E. 1-C 100 ALUMINUM 30 FT 8 L16 31+33,18.5' LT LINDSAY AVE. S.E. 1-C 100 ALUMINUM 30 FT 8 L17 12+94.5,18.5' RT 67TH ST. S.E. 1-C 100 ALUMINUM 30 FT 8 L18 15+00, 21' LT 67TH ST. S.E. 1-C 100 ALUMINUM 30 FT 8 L19 16+88,18.5' RT 67TH ST. S.E. 1-C 100 ALUMINUM 30 FT 8 L20 18+73, 21' LT 67TH ST. S.E. 1 A 100 ALUMINUM 30 FT 8 L21 20+58,18.5' RT 67TH ST. S.E. 1A 100 ALUMINUM 30 FT 8 RECORD DRAWING CER TIPCA TION THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS BY. DATE. TITLE/POSITION: CONFIRMED BY CITY DATE: PROJECT REF: FAC 102-0000 c. o s THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUREMEN TS. Approved . � �, Approved.late Q 0 -: Y�L w 0 R 311 ri;w1 I y � 33749 Q ©eG� R'�`gISTE8�S1 � ONAL��1 R 12.1 Q N to � I N LO N v U � Q LL- 1 N J C4 r7 POco W N O SCALE: 1 OWCH - 60 FEET DATE: 02,128102 DRAWNG NUMBER AREA 8 at LAKELAND ,ter " NO. 26852 SHEET El OF El H PF ° S24 33 o= 3.3