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HomeMy WebLinkAbout02D1662IIR/G/\ SHEET I Om sw 9EET 2 GD.ES.G FLJMI STA: 14+00 IM STA: 42+3052 SHEET 3 GAESG PLAN STk 48+80 to STA: 61+45.M SHEET 4 ROAD AND STLWMA PLAN AND PRWILE STA. 14+00 IM STA- 19+00 SHEET 5 ROAD AND STORM PLAN AND PROFILE STA. 19+00 to STA: 24+00 SHEET 6 ROM AND STOW PLAN AND PROFILE STk 24+00 to STA* 29+00 9EET 7 ROAD AND 510NIT1 PLAN AND PROFILE STA.• 29+W tD STA. 34+00 9EEY 8 ROAD AND STWA PEAT AND PROFILE STA. 34 W to STA: 39+00 SHEET 9 ROAD AID =0 PLAN AND PROFILE STA: 39+00 to STiI. 42+MM 9EET 10 ROM AND SI MI PLAN AND PROFLE STk 48+80 to STA.' 52+5D SHEET 11 ROAD AND STORM PLAN AND PWU STA. 52+50 to STA: 57+00 SHEET 12 ROM AND STORM PLAN AND PROFILE STA- 57+00 to STA. 01+4196 SHEET 13 ROAD AND STORM NOTES AND DETAILS 9EE7 14 ROAD AND STORM NIX DETAILS 9EET 15 SANITARY SIFTER AND WATER PLAN AND PROFE.E STA: 14+00 to STA: 19+00 SHEET 16 SANITARY WO AND WATER PLAN AND FWOFILE STk 19+00 b STA: 24+00 SHEET 17 SANITARY SEWER AND WATER PLAN AND PROFILE STA. 24+00 to STA: 29+00 S EET IS SANITARY SEWER AND WATER PLAN AND PROFILE STA- 29+00 to STA- 34+00 SHEET 19 SANITARY SEWER AND WATER PLAN AND PROFILE STA: 34+00 to STA: 39+00 90720 SANITARY SEWER AND WATER PLAN AND PROFILE STA. 39+00 to STA. 42+3052 9EFT 21 SANITARY SEWER AND WATER PLAN AND PROFILE STA., 48+80 to STA: 52+50 9EET 22 SANITARY SEWER AND WATER PLAN AND PROFILE STA- 52+50 W STA; 57+OD SIM 23 SAETARY" SEWER AND WATER PLAN AND PROFILE STA. 57+00 0 STA; 61+4596 SHEET 24 SANITARY SEWER AND WATER NOTES AND DETAILS SHEET 25 CHA8ELIZATIO N PLAN - E7NW ROADIWIY STA. 0+00 TO 14+00 PUMM MAY SE.) 9EET CIA 011ANEMIEN PLAN - PROPOSED ROADWAY STA; 14+00 to STA. 42+3052 (E1E'ROREN MAY SE) STA. 48+8D to STA- 61+45.96 (NTH STREET S.E) SHEET 26 STOW CONVEYANCE SYSTEM OUTFALL SHEET El STREET LDNING PLAN GRAPHIC SCAM 200 0 100 2W 4W ( IN FEET ) 1 inch = 200 It NGMER/SLE VCJ..Vft• APEX ENGINEERING, P.LL.C. 2601 SOUTH 35th STREET, SUITE 200 TACOMA, WASHINGTON 98409 ATTN: JERRY WAKEFIELD PH./ (253) 473-4494 .0MM/DEVELOPER EVERGREEN TUCCI PARTNERS, L.L.C. 1302 B PUYALLUP STREET SU MINER, WASHINGTON 98399 ATTN: JAY BABCOCK PPH+j (2553) 8891-79955 �y gy/1 I Ip, GRADIM WA ES CUT - 172509t C.Y. FILL - 255662t C.Y. NET - 83153t C.Y. (FILL) 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. COAL NOTE-9 Cm 1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE CITY OF AUBURN'S REOAREMENTS 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 CD SIMPIE#EENIED OR MODIFIED BY THE CITY OF AUBURN STANDARD DETAILS AND DEVELOPMENT PROECT SPECIFICATIONS. 3. THE CONTRACTOR IS RVOUIRED TO HAVE A COPY OF CITY OF AUBURN STANDARD CONSTRUCTON NOTES, DETAILS AND SPECIFICATIONS AVAILABLE AT THE JOB SITE ALONG MTH A COPY OF THE APPROVED DEVELOPMENT PLANS. 4. A PRE -CONSTRUCTION MEETING SHALL BE REOUNED 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, CONS7RUCITOI, THE CONTRACTOR SHALL CALL ONE -CAW (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 DETERW04G THE EXTENT OF ANY HAZARD CREATED BY OVERHEAD ELECTRICAL POWER IN ALL AREAS AND SHALL FOLLOW PROCEDURES WRING CONSTRUCTION AS REWIRED BY LAW AND REGULATION. 7. TRAFFIC CONTROL AND STREET MAINTENANCE FOR SAFETY W THE TRAVELING PUBIC ON THIS PROJECT SHALL SE THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND ALL METHODS AND EQUIPMENT USED WILL DE SUBJECT TO THE APPROVAL OF THE CITY OF AUOIAM , CONTRACTORS AND INCR SURETY SHALL TE LIABLE FOR INJURIES AND DAMAGES TO PERSONS AND PROPERTY SUFFERED BECAUSE OF CONTRACTORS OPERATIONS OR NEGLIGENCE CONNECTED WTH THEM. (CONTINUED ON BEET 13) OVA -CALL NOTE. #1-800-424-55W BURIED UIIJTES ARE SHOWN AS INDICATED ON RECORD MAPS FURNISHED BY OTHERS AND VERIFIED WERE POSSIBLE BY FEATURES LOCATED IN THE FIELD. APEX ENGINEERING, ASSUMES NO LIA13UTY FOR THE ACCURACY OF THOSE RECORDS, OR FOR THE FINAL LOCATION OF EXISTING UTILITIES IN THE AREAS CRITICAL TO THE DESIGN NOTE: CONTRACTOR IS REWIRED TO HAVE THE CITY OF AUBURN STANDARD NOTES AND STANDARD DETAILS AND SPECIFICATIONS AVAILABLE ON JOB ,SITE WHENEVER CONSTRUCTION IS IN PROGRESS. FI i EVERGREEN WAY S.E and 69TH STREET S.E. SITE DATA: R.O.W. AREA: 224,395+ S.F. (5.15 ACRES) TOTAL IMPERVIOUS COVERAGE: 184,116t S.F Lql-rrF-s (WATER: CITY OF BONNEY LAKE SEWER: CITY OF AUBURN POWER: PUGET SOUND ENERGY TELEPHONE: U.S. WEST COMMUNICATIONS COVER SHEET EAST 1/2 OF SEC M 13, TDWWW 20 NORTH, WKE 5 EAST, WA4,, CRY OF AtS AW PERCE COUNTY, WANTON LEQAL DES'CFJ TION A STRIP OF LAND SITUATED IN THE NORTH HALF OF SECTION 6, TOWNSHIP 20 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN, PIERCE COUNTY, WASHINGTON, MORE PARTICULARLY DESCRIBED AS FOLLOWS; COMMENCING AT THE NORTHEAST CORNER OF SAID SECTION 6; THENCE NORTH W34'43" WEST ALONG THE NORM LINE OF SAID SECTION, A DISTANCE OF 1468.48 FEET; THENCE SOUTH 0125'17- WEST 574.90 FEET TO A IDNUENT AT THE INTERSECTION OF THE CENTERLINES OF EVERGYM MAY, LMMAD HIES WAY, AND LAKELAND LOOP ROAD; THENCE SOUTH 5500'00" WEST ALONG THE CENTERLINE OF IAKELAND LOOP ROAD 315.00 FEET; THENCE SOUTH 35100'00' EAST 27.50 FEET; THENCE SOUTH 550d00' WEST 208.54 FEET TO A POINT OF CURVATURE OF A CURVE CONCAVE TO THE SOUTHEAST, SAID CURVE HAVING A RADIUS OF 872.50 FEET; THENCE SOUTHWESTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 4425'56", A DISTANCE OF 676.61 FEET; THENCE SOUTH 10'34'04' WEST 178.52 FEET TO THE PONT OF BEGINNING; THENCE CONTINUING SOUTH 1034'04' WEST 34.48 FEET TO THE BEGINNING OF A CURVE, CONCAVE EASTERLY AND HAVING A RADIUS OF 672.50 FEET; THENCE ALONG THE ARC O SAID CURIE THROUGH A CENTRAL ANGLE OF 2309'56' A DISTANCE OF 352.77 FEET; THENCE SOUTH 1235'52" EAST 1,226.64 FEET TO THE BEGINNING OF A CURVE, CONCAVE EASTERLY AND HAVING A RADIUS OF 92750 FEET; HENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 230956A DISTANCE OF 375.00 FEET; THENCE NORTH ID-34.04" EAST 34.48 FEET; THENCE SOUTH 79'2556" EAST 55.00 FEET; THENCE SOUTH 10'34'04" WEST J4.48 FEET TO THE BEGINNING OF A CURVE, CONCAVE EASTERLY AND HAVING A RADIUS OF 872.50 FEET; THENCE ALONG THE ARC OF SAD CURVE, THROUGH A CENTRAL ANGLE OF 2309'56' A DISTANCE OF 352.77 FEET; THENCE SOUTH 12'3552' EAST 1,226.64 FEET TO THE BEGINNING OF A CURVE, CONCAVE EASTERLY AND HAVING A RADIUS OF 62750 FEET THENCE ALONG THE ARC OF SAD CURVE THROUGH A CENTRAL ANGLE OF 12'41'02" A DISTANCE OF 138.91 FEET; �i�y ��,��y/���y� X. _ THENCE SOUTH 2516'54" EAST 111.73 FEET TO THE BEGINNING OF A CURVE, CONCAVE WESTERLY AND HAVING A RADIUS OF 682.50 FEET; J�RIJ/V-HIV THENCE ALONG THE ARC OF SAID CENTRAL D CURVE, THROUGH A MOLE Of � y 77I1 3SIW 51Vy� -132 r f u p A, 12'41'02", A DISTANCE OF 151.09 FEET; THENCE SOUTH 12'35'52" EAST FEET TO THE BEGINNING OF A CURVE, NCAVEALONG NORTHEASTERLY 73TAND -, k►- „ H E AND NAVMC A RADISH OF 3500 FEET; THENCE ALONG RE ARC OF SAp .. ,. .. 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 82250 FEET; THENCE ALONG THE ARC OF SAID CURVE, THROUGH A CENTRAL ANGLE OF 01'40'38" A DISTANCE OF 24.08 FEET; THENCE NORTH 6702'01" EAST 992.14 FEET; THENCE SOUTH A 151V-h7a7 r 2257'59' EAST 55.00 FEET; THENCE SOUTH 6702'01" WEST 992.14 FEET TO THE BEGINNING OF A CURVE CONCAVE NORTHERLY AND HAVING A RADIUS OF 877.50 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 182726" A DISTANCE OF 282.68 FEET; THENCE NORTH 04'30'33" WEST 55.00 FEET TO A POINT ON A -. i NON -TANGENT CURVE, CONCAVE NORTHERLY, HAVING A RAPS OF 82250 " FEET AND TO WHICH POINT A RADIAL BEARS SOUTH 04'30'33' EAST; HENCE EASTERLY RANG THE ARC OF SAID CURVE, DO OKXR A CENTRAL - ANGLE OF 0739'07" A DISTANCE OF 109.85 FEET TO THE SEOIM/G OF A �134 ' COMPOUND CURVE, CONCAVE NORTHWESTERLY AND HAVING A RADIUS OF " 35.00 FEET; THENCE ALONG THE ARC OF SAID CURVE, THROUGH A CENTRAL ANGLE OF 9026'12' A DISTANCE OF 55.24 FEET; THENCE NORTH LYy iLi✓r1Ly/\_17G 12'35'52" WEST 746.36 FEET TO THE BEGINNING OF A CURVE, CONCAVE JW71Y�R JIV-NJJ WESTERLY AND HAVING A RADIUS OF 627.50 FEET; THENCE ALONG THE M=� - - ARC OF SAID CUIM, THROUGH CENTRAL ANGLE OF 12'41'02' A Cam DISTANCE OF 138.91 FEET,• THENCE NORTH 2516'54" WEST 111.73 FEET TO THE BEGINNING OF A CURVE, CONCAVE EASTERLY AND HAVING A RADIUS vml CBMEW2 CCBf15 I w L • �L 4,►' ` �� • .TART �� . • J VE C�21 \ ` ; CM24 m , too C8#26 can M1 1 M 1 csw_l�lvlp s/ 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 NORTH 12'35'52" WEST 1,226.64 FEET TO THE SEGIIMNG OF A CURVE, CONCAVE EASTERLY AND HAVING A RAMS OF 927.50 FEET; HENCE _. ALONG THE ARC OF SAID CURVE T14ROOCH A CENTRAL ANGLE OF • _ -. __ __.. 2309'S6" A DISTANCE OF 375.00 FEET; THENCE NORTH 10'34'04" EAST _. ... 34.48 FEET; THENCE SOUTH 7925'56' EAST 55.00 FEET TO THE PONT OF BEGINNING. PROPOSED SIDEWALK PROPOSED ASPHALTIC PAVEMENT PROPOSED CENTERLINE - - - - - - - - - - - PROPOSED EASEMENT - - - - - PROPOSED FLOWUNE - - - PROPOSED SANITARY SEWER LINE - - - PROPOSED STORM DRAW LINE PROPOSED WATER LINE - - PROPOSED CONDUIT LIE ____________________ _ P(OPOSED ROOF DRAIN - 6 PVC ® ffi MIN. - - - - - - - - - - - PROPOSED ROOF DRAIN - DOOM 8" PVC M 1% MIN. 0 PROPOSED ® TYPE If CATCH BASIN ❑ ■ CATCH BASIN O 0 SANITARY SEWER MANHOLE O G ROOF DRAIN CLEAN OUT Fp + CROSS Iji IIJ+ TEE HORIZONTAL BEND f AR RELEASE VALVE T T BLOW OFF Q Ak FIRE HYDRANT m N GATE VALVE IB 0 WATER METER D ► REDUCER 0 0 MONUMENT O • PROPERTY CORNER O # ORNAMENTAL SITE LIGHT 0-31 SITE LIGHT Will m MAIL BOX ® ® JUNCTION BOX Q WATER CONSTRUCTION NOTE OX STORM CONSTRUCTION N07E k2.) G.D.ES.C. CONSTRUCTION NOTE 0. CROSSING CONSTRUCTION NOTE ALGONA PACIFIC a AVE i �• VICINITY MAP SCALE 1" = 1/4 MILE IiRASSGGWMON. AT S.E. CORNER OF B.N.R.R. BRIDGE SPANNING THE STUCK (MITE RIVER) (REFERED TO UNDER PIERCE COUNTY DATUM AS B.M. 0-11 (USGS) STD. DISK STAMPED '100 1913" ELEVATION = 100.42 (CITY OF AUBURN) ELEVATION = 100.049 (PIERCE COUNTY) T.B.M. CENTER OF SANITARY SEWER MANHOLE U 5' NORTH AND 6' WEST OF INTERSECTION OF EVERGREEN WAY S.E. AND 5Bth PL. S.E. ELEVATION 572.50 (AUBURN) DATUM o"Do VOM NAD27 (CITY OF AUBURN) USGS (PIERCE COUNTY) PARCEL 1 PARCEL NO. - 0520062039 0520064006 0520064011 0520064012 0520064017 0520064019 CONSTRUCTION SEQUENCE 7. CALL ONE -CALL LOCATE FOR THE LOCATION OF EXISTING UTILITIES IN AREAS CRITICAL TO DESIGN (1-800-424-5555). 2. HOLD PRECORSTRUCTION CONFERENCE WITH CITY OF AUBURN. 3. INSTALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES AS IDENTIFIED ON SHEET 3 AND BY THE G.D.E.S.C. CONSTRUCTION SEQUENCE ON SHEET 3. 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 UTILITIES. 11. CLEAN CATCH BASINS BY REMOVING SEDIMENT AND DEBRIS. 12. HYDROSEED ALL DAYLIGHT SLOPES AND OTHER AREAS TO REMAIN UNWORKED. 13. PAVE SITE. 14. VERIFY STABILIZATION OF SITE. 15. CALL CITY OF AUIBUIRN FOR SITE INSPECTION. %A� `\❑ p� r FOR WATER ONLY NAME ��"TE�'� 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 CITY ENGINEER DATE RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CON TR/ TOR '$F CONS ucnON RECORDS DATE: L/12-¢3 TITLE/POSITION: CONFIRMED BY CITY DATE: S-.40'>� Y N O 1 op up �O h kaip �a L1 : O N Q 1:510 1 610 C)x D 164' a GRAPHIC SCALE 50 0 25 50 100 ( IN FEET ) 1 inch - 50 ft. EVERGREEN WAY S.E and 69TH STREET S.E. iMCES.C. PLAN • =-A=wiCUllkl ! • KEY MAP 0 69� LID 572 ,.. _ __ _. �- - 35+00�_ J6+� 00 37' 00 38+00. 00 ` .. - - 00 ZB+OB 28+ 29+00 30+00 31 TEMPORARY SWALE AS NECESSARY TO CONVEY SURFACE WATER TO DITCHES, SLOPE 0.005 FT/FT MAN. UNLESS OTHERWISE NOTED. T T T!®Fg1AM, QN(M AND ✓9YYALEW 2 (� MAINTENANCE STANDARDS: 1. ANY SEDIMENT DEPOSITION OF MORE THAN 0.5 FEET SHALL BE REMOVED 1. SEED AND MULCH SHALL BE APPLIED WITHIN 5 DAYS OF DIKE SO THAT THE CHANNEL IS RESTORED TO ITS ORIGINAL DESIGN CAPACITY. CONSTRUCTION (SEE VEGETATION). 2. THE CHANNEL SHALL BE EXAMINED FOR SIGNS OF SCOURING AND EROSION 2. THE UPSLOPE SIDE OF THE DIKE SHALL PROVIDE POSITIVE DRAINAGE TO THE HAS OCCURRED. AFFECTED AREAS SHALL BE PROTECTED BY RIP -RAP OR AN DICE OUTLET. EROSION CONTROL BLANKET OR NET. 3. NO EROSION SHALL OCCUR AT THE DICE OUTLET. PROVIDE ENERGY DISSPAWN MEASURES AS NECESSARY. 4. SEMOT LADEN RUNOFF MUST BE RELEASED THROUGH A SEDIMENT TRAPPING FACILITY SUCH AS A POND, TRAP, OR SILT FENCE AS APPROPRIATE TO DRAINAGE AREA SIZE. �p �p p� SWALE ., w' C 1 E I1FI�O A R 1 NOT TO SCALE i 2 MAX QDE3C CONSTFIMION SEOUBNCE 1. INSTALL CONSTRUCTION ENTRANCES AND PERIMETER FILTER FENCE. 2. PROVIDE INTERIM CATCH BASIN PROTECTION FOR ALL EXISTING DRAINAGE STRICTURES ONSITE AND ADdACETNT TO SITE. 3. MODIFY SEDIMENT PONDS) AND ASSOCIATED FACRJTES AS SHOWN HEREON. 4. INSTALL INTERCEPTOR SWVILES AND TEMPORARY CULVERTS TO DIRECT DRAINAGE TO EXISTING SEDIMENT POND(S). 5. GRADE SITE PER APPROVED GRADING PLAN. 6. PROVIDE CATCH BAST/ INLET PROIEC710M ONCE STORM SYSTEM IS CONSTRUCTED. 7. GRADE (FILL) SEDIMENT POND AND SWALE AREAS AFTER STORM SYSTEM IS OPERATIONAL B. AFTER CONSTRUCTION IS COMPLETE AND SITE STABILIZED, REMOVE REMAINING EIMON CONTROL MEASURES WITH APPROVAL OF CITY INSTECTOR. LECIEND CONSTRUCTION ENTRANCE PER CITY OF AUBURN STD. DETAIL DEV - 5 w M FILTER FABRIC FENCE PER CITY OF AUBURN STD. DETAIL DEV - 6 ®TEMPORARY INTERCEPTOR SWALE PER CITY OF AUBURN STD. DETAIL DEV - 9 ®CHECK DAM PER CITY OF AUBURN STD DETAIL DEV - 9 PROPOSED FINISH GRADE CONTOUR 3--- EXISTING GRADE CONTOUR 5�00 TEMPORARY SWALE SPOT ELEVATION TYP RIP RAP (6" - 8- QUARRY SPALLS) CATCH BASIN INLET PROTECTION - PROTECTION DURING GRADING SHALL IP TYP BE PER CITY OF AUBURN STD. DETAIL DEV - 7. PROTECTION AFTER PAVING SHALL BE PER CITY OF AUBURN STD. DETAIL DEV - 8. CITY OF ALMILM STAIDAM DEfALS CONSTRUCTION ENTRANCE DEV-5 SILT CONTROL FENCE DEV-6 CATCH BASIN PROTECTION FOR GRADING PRO..ECTS DEV-7 CATCH BASIN PROTECTION DEV-8 CHECK DAMS AND SWALES DEV-9 NOTE: ALL DAYLIGHT SLOPES ARE GRADED ® 2:1 MAX. DAYLIGHT SLOPES SHALL BE HYDROSEEDED AND/OR MULCHED AS PART OF THE GDESC PLAN. RECORD DRAWING CERWCA71ON THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS RY DATE: TITLE/POSITION: — CONFIRMED BY CITY DATE: EXPIRES: 11-07-0 PROJECT REF: FAC 0-0043 II/31 THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS. Approved By� Date Approved: �MI o 0 0 0 � CIp �O Y1 w w as o U L'i �s Z3 pPU�� FF 71- L I N < h ®no L 1 a m r �'n M O� p N � 4 10 NO< yO1 O h F h f N rWr^ vJ f- U ui CC a two V clig m Z Q W Z W `E Lu LLJ ,J w H J U DATE SEALED S •ZT •'e l �y WAk F JCL �F VA Nf f N AO � fGIST BSI NAL EN EXPWPES! 1-31- PROJECT MM/OKER is" Wamm DRAWN 4L 4W, ad Q4 WC T20MMR5 MENO V VLAXELAMI)-SQV W71 DATE GLIU OI SCALE E - W S"EEET 2L OF9 FW.E NO ?F" 522 2 0 -16 01 D 1462 i A EVERGREEN WAY S.E and 69TH STREET S.E. GRAPHIC SCALE 50 0 25 50 100 ( IN FEET ) I inch = 50 ft. STA.' 119+B3.17 — 265.25' Li I.E.=565.23 �\ 30' CAP OR PLANET \ 15 LF \\ 54 1. NO UNCONTROLLED SURFACE WATER SHALL BE ALLOWED TO DISCHAR(E FROM THE SITE DURING CONSTRUCTION. 2. NO RUNOFF SHALL LE ALLOWED TO DRAIN TO THE PROPOSED CONVEYANCE SYSTEM UNTIL APPROVED BY THE CITY OF AUBIMN. 3. CONTRACTOR SHALL COMPLY MTH THE APPROVED EROSION CONTROL PLANS AND INSTAL ADDITIONAL EROSION CONTROL MEASURES AS NECESSITATED BY FEUD CONDITIONS TO ENSILE NO UNCONTROLLED SURFACE WATER LEAVES THE SITE AND TO LIMIT THE AMOUNT OF EROSION. 4. BMW CONTROL MEASURES SHALL KIM BE REMOVED UNTIL SITE IS STABILIZED AND MWIY WHEN ALLOWED BY THE CITY OF AUBURN. C897, CB98, CB/29, AND CB/36 AND ASSOCIATED PIPE SHALL BE INSTALLED AS PART OF THE G.D.E.S.C. OPERATIONS AND TEMPORARILY OUTLET TO THE PROPOSED SEDIMENT POD. SEE SHEET 10 FOR STROCIURE AND PIPE INFORMATION. CONVEYANCE LINES SHALL BE CLEANED AND FLUSHED OF ANY SEDIMENT PRIOR TO ULTIMATE USE OF SYSTEM AFTER CONSTRUCTION IS COMPLETED. GDES.C. PLAN WF =lrjSV• •-&AV= 1. WITHIN THE CITY OF AUBURN, ALL REQUIRED RETENTION OF DETENTION, SEDIMENTATION AND EROSION CONTROL FACILITIES MUST BE CONSTRUCTED AND N 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 DRAINAGE WAYS. 2. THE DETENTION SEOAIENTAMN (NET BON IF IIFLTRAflpI 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 PERMNTTEE. 3. THE DETENTION (RETENTION IF INFILTRATION SYSTEM IS USED) CONTROL POND SHALL REMAIN IN PLACE UN77L THE PERMANENT STORM SYSTEM IS IN PLACE AND OPERATIONAL 4. THE TEMPORARY EROSION CONTROL FACILITIES, INCLUDING ALL PERIMETER CONTROLS, SHALL REMAIN IN PLACE UNTIL RNA SITE CONSTRUCTION IS COMPLETED AND APPROVAL HAS BEEN RECEIVED FONT RE CITY. 5. ALL AREAS OF ACTIVE EARTHWORK INCH 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 3Q AREAS AT FINAL GRADE ADD THOSE WHCH ARE SCHEDOLED TO REMAIN U4WptKED FOR MORE THAN 30 DAYS SHALL LE STABILIZED WITHIN 10 DAYS. FROM OCTOBER 1 TO MARCH 31, EARTHWORK ACTIVITIES SHALL BE CONDUCTED IN STAGES N ORDER TO MINIMIZE SOX EXPOSURE. EXPOSED SOX WITHIN AREAS GREATER THAN 5,000 SQUARE FEET THAT ARE SCHEDULED TO REMAIN UNWORKM FOR MORE THAN 24 HOURS AND EXPOSED AREA OF LESS THAN 5,000 SQUARE FEET THAT WILL REMAIN UNWORKED FOR MORE THAN 7 DAIS SHALL BE STABILIZED IMMEDIATELY. = 590.0 1 1/2" WASHED ROCK GRAVEL CONE p ° D INVERT ELEV. = 586.5 15" SD D D p D p 15x 15x 15 PVC TEE _ W/ RUBBER GASKET JOINTS III III III_ RUBBER GASKET PLUG (NO ORIFICE) �LqI� �p�� /y �1 Ir1I'fr WII..GI N. T.S. = 572.0 1 1/2" WASHED ROCK — GRAVEL CONE WATER TIGHT SEAL Q = 0.20 CFS INVERT ELEV. = 566.0 30" SD 36 x 36 x 30 PVC TEE — W/ RUBBER GASKET JOINTS RUBBER GASKET PLUG W/ 2"0 ORIFICE RISER ELEV. = 589.0 SEDIMENT STORAGE II III —III„ POND BOTTOM ELEV. = 585.0 1" DIA. TYP., 40 HOLES MN., 0 10" O.C. THE LIMITS OF THE GRAVEL CONE 54" VIA CMP STANDPIPE, OPEN TOP, CLOSED BOTTOM. ENCASED IN CONCRETE. DISTANCE GREATER THAN MINIMUM _F HEAD TO PASS DESIGN STORM 0.5' _-.— -- --�— "'— 25 YR / 24 HR W.S.S. aetc ELEV. = 570.0 D ? o � p 4 D p D a p ORIFICE CLEV. = 564.0 SEDIMENT SETTING and STORAGE .—�-—i .. _ 6" CONC. BASE POND BOTTOM ELEV. = 564.0 COMPACTED GRAVEL BASE Pim.• •al " _. RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS RY DATE: TITLE/POSITION: CONFIRMED BY CITY DATE: 9..7t7.n1 EXPIRES: 11-07-0'L PRMCT REF: FAC 100-0043 1r/.D/o7W THESE PLANS ARE APPROVED FOR CONFORMANCE WITH / THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS. Approved By. Date Approves Bzi� 0000 e = 6 � v 5 j ¢ ¢ ¢ W ¢ W m mm PF° 522 3 c5 28 02 D 1C4Z 570 51H 1o+SuuO - IS.sb rcl RIM = 557.41 I.E. (E) 12" IN 550.00 I.E. (S) 24" IN = 549.00 560 LE (N) 24" OUT = 549.00 EXX.1A0%R0AD__ - / GRAPHIC SCALE 20 0 IO 20 40 ( IN FEET ) 1 inch = 20 ft. (ENT, di UTILITY CONSTRUCTION (AHEAD) EVERGREEN WAY S.E and 69TH STREET S.E. ROAD AND STORM PLAN EAST 1/2 OF SECTM 6, TOW20 NORTH, RANGE 5 EAST, W.M•, CRY OF AU MW PERCE COUNTY, WA8 *JGTON RESIDENTIAL COLLECTOR ARTERIAL \ \ \ \ y KEY MAP N m 6 S12' '52"E 19 8 VOO"i _mow - • _ _ - ,•. a ' cm p66 565 - - - - - W 564 � U � 562 580 PN STA = 15+25 PH ELEA.D. = .71 =jam+ 1.44 - 16.16 L , A.D. = .69 RIM = 564r66 $N. k K = 87.69 EXISTING GRADE 0 ROAD 32 LF 12"0 SD IE (W) 12" OUT = 55965 32 LFj2^✓SD $; w �08.59% \ + > W m m 1 7 0 6.00X " 0 PROPOSED GRADE ®ROAD C 15. Ri I RIM = 56432 i44. L1 " 0 I.E. (E) 12" IN = 66A Oi u7 70 1 \---- + 8.99 - 16..16 L� a--- ---_ --� w I L LID LE. 21 IN = 566AB IS7.06 _ RIM =36466 �q,�}� -� .- y3 S A = RIM = 16+68.45 - 15.38' FIT amw 56& 00 ((SIN)) I.E. 11" OUT = 666Aij&0,1 6 I.E. (W) 12'OUF+<564.66�1.SS Gi I:i I.E E 18" IN = 55557 2.71% ,+ m I.E. S 21 IN = 556.* 6".No I.E. 21" OUT = S".,N W.p RIM = iT 6691i6 J jI I.E. (E] I►1 = I E. =SSI.75 21 24 IN = fiir9i 41.01 - - _ IE. ((INS]) 24 OUT b(>10.i1Y0.7f � - -= ----- -=--------------- - LF 21"0 SD 0 2.55% _.. _ 278 560 n ---------- - 12" WATER MAIN w _ 3.. 55 LF 21'0 6D 0 3.0z% 0 .rn - _.. 142 LF 21'0 SD 0 3,01% i _ - - EVERC3FtEEN WAY S.E. 550 STA: 44+00 to STA.- 19+00 INTX. STA: 16+81.00 1" = 20' HORIZONTAL PAVEMENT, UTILITY CONSTRUCTION (AHEAD 5 ELEV = 58.42 ELEV = 563.90 ELEV = 558.76 1 = 5 VERTICAL P.. STA = 17+98.36 ELEV = 567.08 m �•N,. 14+00 15+00 LMLfTY Cf OS TABLE CROWN INVERT CLEARANCE ADDITIONAL NOTES 1 554.44 (STORM) 555-48 (WATER) 1, 04' - 3 557.26 (STORM) 558.97 (WATER) 1. 71' - 4 559.96 (STORM) 560.97 (WATER) 1.01' - 16+00 CATCH BASW NOTE: 1) ALL CATCH BASINS ARE TO BE INSTALLED WITH WS.D.O.T. STANDARD PLAN 92A FRAME AND GRATE UNLESS OTHERWISED NOTED. 2) UNLESS OTHERWISE SHOWN, OFFSETS ARE TO CENTER OF CATCH BASIN OR MANHOLE. 17+00 STOW PIPE NOTE: STORM DRAINAGE CONVEYANCE PIPE WITHIN PUBLIC RIGHT-CF-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 (212"0) >18" ASTM C-76 DUCTILE IRON PIPE >6" CLASS 50 or 52 I si'.1 17, �M 1LU a. 4.0•t NAME_DATE-lz=LZ3 RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACTOR ISWNSTTRUUCC,TION RECORDS By( / DATE: TITLE/POSITION: e&' Lj Ms..tAf,- CONFIRMED BY CITY S� DATE: 3AID 19+ EXPIRES. 11-07-0 PROJECT REF: FAc 100-0043 31/01 THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS. Approved By. Date Approved: 4�/- % / Q 4 I I II Q W N T O D N 1 I I I I J 1 W Z > v U o U 3 W W U U V o U o i IL OT h N 071+ m rn nrn N Y � h O Y 1 Naa cmM r Ov c N yl+ tOp i Oai NEY 01 u I ui rij �a h N F- U W J _I Q as ° U uig m cj) Z Z uj Lu W LL1 W W � J F U DATE SEAL® .I VAK ,�'Q-RAF Vq off 1 C` ��S70NAL CND~ EXPIRES 1-3i- A Z.. Pno,JEAcr MANAG + .w*r wwm" DI+AVM4 JAL AM OW W CFE01cm M: 1%ky BBC 6 r 201L p 5 E FL E NO I: V.AV4AW-SLM71 DATE ONOW SGN! E -1A' SHEE7 4.. OF4426 FLE NO 2 " LAKELAND 02 0 ICG2 8 FQr ■ \ g ■ w ■ _ 564 600 I ■ ■ GRAPHIC SCALE 20 0 f0 20 40 ( IN FEET ) I inch = 20 ft. EVERGREEN WAY S.E and 69TH STREET S.E. EVERGREEN WAY S.E. I 590 STA; 19+00 to STA: 24+00 - 1" = 20' HORIZONTAL ■ 1" = 5' VERTICAL ■ N h 7 1 ■ Y I1 21+00 32 LF 12"0 SD • 6.84x STA = 21+95.24 - 15.38' RT RIM = 6*iI4 377.31 I.E. (E) 15' IN = 569.75 22+00 PIA STA = 22+75 PM ELEV = 580.00 A.D. = -1.19 K = 168.49 200.00' �C 31A = ZZtDZ - 10.10 1.1 RIM = 5?t-N 372. 73 I.E. (W) 12' OUT = 67&W 973.K a1n - "TUL - la. KI I.1 fIN iMiI = 5, *I.E. 2' = 5#F58 i7f. Y7 I.E. IS:III = 574.60:70.97 I.E.18" OUT = 571.0001.01 23+00 _ 564 600 I ■ ■ GRAPHIC SCALE 20 0 f0 20 40 ( IN FEET ) I inch = 20 ft. EVERGREEN WAY S.E and 69TH STREET S.E. EVERGREEN WAY S.E. I 590 STA; 19+00 to STA: 24+00 - 1" = 20' HORIZONTAL ■ 1" = 5' VERTICAL ■ N h 7 1 ■ Y I1 21+00 32 LF 12"0 SD • 6.84x STA = 21+95.24 - 15.38' RT RIM = 6*iI4 377.31 I.E. (E) 15' IN = 569.75 22+00 PIA STA = 22+75 PM ELEV = 580.00 A.D. = -1.19 K = 168.49 200.00' �C 31A = ZZtDZ - 10.10 1.1 RIM = 5?t-N 372. 73 I.E. (W) 12' OUT = 67&W 973.K a1n - "TUL - la. KI I.1 fIN iMiI = 5, *I.E. 2' = 5#F58 i7f. Y7 I.E. IS:III = 574.60:70.97 I.E.18" OUT = 571.0001.01 23+00 UM- Y CFooes 0 TABLE C *iOWN INVERT CLEARANCE ADMONAL NOTES 5 567.36 (STORM) 568.37 (WATER) 1.01' - 6 571.44 (STORM) 573.63 (WATER) 2.19' - 7 574.01 (STORM) 575.02 (WATER) 1.01' - 8 571.13 (STORM) 573.03 (WATER) 1.90, - z„ n F••1 I A A ■ 24+ RECORD DRAWING CERTIFICATION THESE DRAIINCS CONFORM TO THE CONTRACTOR' CONSTRUCTION RECORDS BY: DATE: � / - DTLE/POSIDON. Ev1aEMs..■sc/ CONFIRMED BY CITY DATE: • CATCH BAM NOTE: 1) ALL CATCH BASINS ARE TO BE INSTALLED 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 PFE NOTE: STORM DRAINAGE CONVEYANCE PIPE WITHIN PUBLIC RIGHT-OF-WAY CALLED OUT AS 'SD" SHALL BE OIE OF THE FOLLOWING MATERIALS: PIPE TYPES COVER PVC, SDR-21 >18" PVC, SDR-35 >3' PLAIN CONCRETE PIPE (<72.0) ASTM >3' C-14 REINFORCED CONCRETE PIPE (2t12'0) >18' ASTM C-76 DUCTILE IRON PIPE >6• CLASS 50 o 52 LM o D V U L U 3-yam NAME DATE F+T�3 L 4 ` s s s sII J m I W W a 6 0 � s o ak ats a a is iG I(\ Y M N "- �Y oOma N^n «loo to n .m rn c_ o < O4 N 3 I V n tiY rWr^ vJ W Co 0 a 0 r Wr^ 9 vJ 3 z w w 5 ct W W J w DATE SEALED S•a9-o1 EXPIRES 11-07-pl, I EXPIRES 1-31- Pmoob,r IM100A d1 Jwry Wdmftm PROXCT REF: FAC /00-0043 1'�91/0/sy THESE PLANS ARE APPROMED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS. Approved B)c s-Z Date Approved: DESM CLL and JF DM11M4 A RANI Ed Q J. pHC1® 41 WNW 8ECe T20N.R5E F\F W 1: V4Vl ID-S0\M71 DAIS ONG" SCALC r-K SHEET I OF20 FLE NO LAKELANO OF 0 5Za -- _9 02 0 16C1 GRAPHIC SCALE 20 0 10 20 40 ( n a FEET 1 inch = 20 ft. 7.1 CA � n I 572. EVERGREEN WAY S.E and 69TH STREET S.E. ROAD AND STORM PLAN EAST 1/2 OF SECTION A TOWISf 20 NOMK RANGE 5 EAST, W.K MY OF AUBW PERCE COMITY, WASHPWON RESIDENTIAL COLLECTOR ARTERIAL 584 26+90.46 - 32.50' LT LE. _ .23 15' CAP G 582 I � a-Ar i A KEY MAP N in ES� SSE 69� 1) ALL CATCH BASINS ARE TO BE INSTALLED WITH W.S.D.OT. STANDARD PLAN 62A FRAME AND GRATE UNLESS OTHERMSED NOTED. 2) UNLESS OTHERWISE SHOWN, OFFSETS ARE TO CENTER OF CATCH BASIN OR MANHOLE. STORM PPE 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 dig" 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 x 52 r - ALL UTILITY LINES AND STRUCTURES PLACED ON SFA: Amh' 00 to STA. YgFW FILL REQUIRE COMPACTION REPORTS TO BE FILED i" = 20• HORIZONTAL ❑ p I`I IJI I�- u WITH THE CITY PRIOR TO INSTALLATION OF PIPE & I" = 5' VERTICAL 03 STRUCTURES. s�y" INTX. STA: 27+04.00 � ELEV = 586.54 I NAME DATE . m39 25+00 26+00 CROSSING NOTE: FOR CROSSINGS WITH LESS THAN 1' (1.5• FOR SEWER AND WATER CROSSINGS) OF VERTICAL SEPARATION, A 3x48'x108" SHEET OF ETHAFOAM 220 WILL BE PLACED BETWEEN THE PIPES WITH SAND PLACED AROUND THE CROSSING PIPES AND THE ETHAFOAM SHEET. PF ° 52Z b of 2,8 27+00 28+00 UTILITY CROSBMlG TABLE CROWN MEW CLEARANCE ADDITIONAL NOTES 9 578.36 (STORY) 579.39 (WATER) 1.01• - 10 580.22 (STORM) 580.72 (WATER) 0.50' SEE CROSSING NOTE THIS PAGE 11 581.72 (WATER) 582.60 (STORM) 0,88' SEE CROSSING NOTE THIS PAGE 29+ RECORD DRAWW4G CERTIFICATION THESE DRAWHOS ONFORM TO THE CONTRACTOR'S CO UCTION RECORDS BY: DATE: TITLE/POSITION: f&4,CJ Nl6/1«R/ CONF O BY CITY ?-- DATE: S 049 EXPIRES- 11-07-IPZ PRDXCT REF: THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN•S ENGINEERING DIVISION REQUIREMENTS. Approved By. —! Date Approved. �0000 S N O zIQ 2 IQ 1 � a a LnM 0a. 0 1t6 2 ELEV = 591.43 ELEV = 593.64 ELEV = 595.34 N3 'N 19 �W �� u]Nq n� v�♦q �A �� h� �i M 31+00 32+00 33+00 34+ GRAPHIC SCALE 20 0 10 20 40 ( IN FEET ) 1 inch = 20 ft. UTLr Y CROSsNG TABLE CROWN wyERT CLEARANCE ADDITIONAL NOTES 13 584.67 (WATER) 585.67 (STORM) 1.00' DEFLECT WATER AS NECESSARY 14 586.96 (WATER) 58T96 (STORM) 1.00' DEFLECT WATER AS NECESSARY EVERGREEN WAY SE and 69TH STREET S.E. 570 n I ••l • •- F - • ! • •. • • mal • CATCH BASW NOTE: 1) ALL CATCH BASINS ARE TO BE INSTALLED WITH WS.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. ' HIGH POINT ELEV = 596.15 19 TYP 1 HIGH POINT STA = 33+94.53 STOW pp�� NOM RIM = SgtN %' N. PV1 STA - 33+75 r�G ' B �17 TYP 1 �STC'T 32 LF 12"/ SD I.E. (W) 12" .9".07 W7 = 5eed6 jp,o� n v�i PVI ELEV = 596.76 STORM DRAINAGE CONVEYANCE PIPE WITHIN PUBLIC RIGHT-OF-WAY 600 - • LOOK . yyn� _ � - .. A.D. = -2.55 - - 600 CALLED OUT AS "SD" SHALL BE ONE OF THE FOLLOWING MATERIALS: � � 1 K = 78.45 32 LF 12"/ SD I.E. (N) fY OUT = S!6 F7 Hj, rY - m. PROPOSED GRADE ® ROAD f PIPE TYPES COVER • 1.001< I RIM = 502M . S91.1e 200.00' VC PVC, SDR-21 >18' I.E. (E) 1Y MI = bB7ar74 it7 76 _ _ .__� PVC, SDR-21 >3• + - 1 I.E. (IQ 15" OUT = 11840uT.ji _ _ "env 5"..76. - - - - - - - PLAIN CONCRETE PIPE (t12"0) ASTM >3' 81 E. (E%1 S{ 12" IN = OKI &fb. Yr C-14 E. I E. (N) l^! 15" IN = f/f.79 jq,q 15" OUT = G9�PB bY.li 1.52% ..__.�_'--- REINFORCED CONCRETE PIPE (212"0) >18" a I 12" WATER MAIN --- _ . ._ _p ASTM C-76 __.. ...- - _- - _. __ - DUCTILE IRON PIPE g < CLASS 50 or 52 (VIrJJ � 152 LF 1'0 SD 0 1.52x 13 0 14 -- , n 202 LF 1S'/ SD O 1.527E _ _-__. _- m ° ° FVs— 2 , I-580 8 SANITARY 5✓ L V0�� NAME___��L—DATE _ EXPIRES: 11-07-OZ ALL UTILITY LINES AND STRUCTURES PLACED ON RECORD DRAMMIG CERTIFICATION I FILL REQUIRE COMPACTION REPORTS TO BE FILED I THESE DRAWINGS CONFORM 70 THE WITH THE CITY PRIOR TO INSTALLATION OF PIPE & STRUCTURES. EVERC EN WAY S.E. EXISTING GRADE ®ROAD CONTRACTOR'S C 110N RECORDS - _.. 570, BY G/.(. 570. STA: 29+00 t0 STA: 341-00 \ i"=20'HORIZONTAL DATE --------------^ _ -- I __ 1"_ 5' VERTICAL—_ _ _ _ __ TITLE/POSITION: ANL��^c�� _ _� - \`---I CONFIRMED BY CITY .(�Z DATE: 3-..1 - cTA. PT crn. 11�7n nn PC' ere IUR1 71 PRO„ ICT REF: FAC /00-0043 V +y110/ i THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS.. Approved BYT--- Date Approved: aize / s s s s b m J I 8 K m LA a N PF 0 5ZZ 7-1 Z3 01 D l 6 61 GRAPHIC SCALE 20 0 10 20 40 ( IN FEET ) 1 inch = 20 ft. 8 49 LF 18' 0 1.0% V I STA: 35+17.33 - 3257' LT. .. __.. I.E. = 587.15 _ EVERGREEN WAY S.E and 69TH STREET S.E. • Islit• •yl! CrrY OF • COMM! • RESIDENTIAL OR ARTERIAL - 572 570 - - - - - - - - - - - - - - - - - _ - - - - _ - - - - - - UTILITY EASEMENT v. ° v . . ° • - ° ° ' v SIBEWALK i_ 'c LANDSCAPE .v FACE OF 7n E.O.P. is■..y�yp - , CONC. CiA4B - -I - - - 36+00 St235'S2'E 37+00--._�_- _.-- -..__ - ---- ------ -------- -- 15 t- �.- --f-- - -»- -,- + - -._. I- + " WAY SE FACE F - LANDSCAPE .. .. W*� . .: • • a • v e: N LIIEW 10; UTILITY - ■ -.._ °. EASEMENT - - - - - ■ .. _--_- �J564 - _. 566 - - - - - _ _ - - HIGH POINT ELEV = 596.15 HW PONT STA - 33+94.53 ■ PM STA = 33+75 g ' PV1 ELEV . 596.76 -A.D. _ --2.55 - 61 u SO! S".7 1144��1600. K - 78.45 w 7RIM- 8071 12' N = ilb200.00' .s 18' N = 1::. VC 18' OUT = 4166 UTLITY CAOSMlG TABLE CROWN WYERr CLEARAWE ADDmONAL NOTM 15 590.38 (WATER) 591.01 (STORM) 0.63' SEE CROSSING NOTE THIS PAGE 16 588.38 (STORM) 589.38 (WATER) 1.00' - 17 588.13 (STORM) 590.21 (WATER) 2.08' - 18 587.27 (STORM) 587.91 (WATER) 0.64' SEE CROSSING NOTE THIS PAGE PROPOSED GRADE 0 ROAD fE CROSSING NOTE: FOR CROSSINGS WITH LESS THAN 1' (1.5' FOR SEWER AND WATER CROSSINGS) OF VERTICAL SEPARATION, A 3"x48"AO8" SHEET OF ETHAFOAM 220 WILL BE PLACED BETWEEN THE PIPES WITH SAND PLACED AROUND THE CROSSING PIPES AND THE ETHAFOAM SHEET. 4 1 � RIM - $9::W a1'f. 62 - 32 LF 12'0 SD - SW LE. (W) 12' OUT = 588:58',ft "' • 3.09x I .0 A = + - 15. RIM = 5YF.68 84C f0 ■ I E E 12" IN - 58EEs ■ _ _... )) t 1B" IN = 5ebe9S I.E. (Nt.of. ■ 12' WATER MAN -103x I.E. (S) 18" OUT = S86"U&II g■ 6 313 LF 18 a SD 0 0.50% 18 291 LF 18'0 SD O O.SDX 7 TO $ ■ I.E. (E) If IN - 69 -M NW.77 32 LF 12'0 SD ■ ■ I.E. (S) 12- OUT = UGmV �p,7 • ,.00x 580 I.E. (W) 12- OUT = 604U Mi.Oq N W ■ ■ L H V ALL UTILITY LINES AND STRUCTURES PLACED IXJ fQQ- ■ - FILL -REQUIRE COMPACTION REPORTS. TO BE FILED - - - - - ■ WITH THE CITY PRIOR TO INSTALLATION OF PIPE k I I.YEEEN WAY S.E. STRucTURES. - - - - - - - - - - - - - - - EXISTING GRADE 0 ROAD STA: 34+00 to STA: 39+00 I 1" = 20' HORIZONTAL 570 - --- �.\\\�� �... _. i" 5'VERTICAL . --.- --_---.------------------.---------- ---- \\\------------ - ■ P.T. STA: 34+26.73 INTX. STA: 35+30.09 ■ ELEV = 5%.08 ELEV = 595.17 i 35+00 PF' 5ZL 8 op L8 37+W 38+W 39+ CATCH BASIN NOTE: 1) ALL CATCH BASINS ARE TO BE INSTALLED WITH WS.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 PEE NOTE: STORM DRAINAGE CONVEYANCE PIPE WITHIN PUBLIC RIGHT-OF-WAY CALLED OUT AS "SO" 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 (212"0) >18' ASTM C-76 DUCTILE IRON PIPE >6" CLASS 50 a 52 EXPIRES, It - RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACTOR'S S UC ECORDS BY: DATE: 1 /7- eZ TITLE/POSITION: ftcj M4 � CONFIRMED BY CITY C-l- DATE: 326rL-20 PROJECT REF: FAC /IW-0043 fI/6N/0/ THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS. Approved By. Date Approved:/✓/� /� f�� ~0000 TIi � o o 1 alp ap �o N J I W yWj 6 W = W W r3 O O$ $ a R ti Ci pQ� SG I ^ o N NI`O N .o t 01 M n SS Cj Ea 0I "n - \ n I- C ❑• IfiJ� EXPIRES; 1-31- PRO•EiCT Jwrrr.� Ero DDOOMWI. N JE DRAWN %AL 4WC WO W C1.� M; vow WC: 8 T 20 M 111151 PL,F ND 1: UARELM4SOV18871 . � %- ENET IVOFa FILE NO LAKELANND t� 2 D 144 2 GRAPHIC SCALE 20 0 10 20 40 ( IN FEET ) 1 inch = 20 ft. 570 i l� I EVERGREEN WAY S.E and 69TH STREET S.E. • AND STORM PLAN EAsr 1/2 • • A Towmw• c CrrY OF • COMY, WASHPMTM RESIDENTIAL COLLECTC)R ARTERIAL ■ EASEMENT —.... 568——.__--_ ��.�------------ __.� ■ ___.. - - INTX. STA. 42+33.74 (LAKELAND HILLS � _ � STA: 50+5654 (69TH STREET S.E.) / 566 / / PROPOSED GRADE ,0 ROAD CL -1.03X m m SEE 9*17 10 FOR CONTINUATION LOW POINT El" - 569.27 LOW POINT STA = 41+20.60 PVT STA = 41+50 PVI ELEV = 588.81 A.D. = 4.02 K = 29.83 . 120.00' VC e ,,, ■ 12" 11WLET 58048' _ _ + - / - I LE. E 12" MI-= 584.:4 i✓H,10 1 I ALL UTILITY LINESANDSTRUCTURES PLACED ON 32 LF 12"0 S0 I.E. - 18" NN = 68dG4 b:3,M FILL REQUIRE COMPACTION REPORTS TO BE FILED • 1.50x I.E. S 21" OUT = 58i:d8 [t■.42 ' WITH 1NE CITY PRIOR TO INSTALLATION OF PIPE & I STRUCTURES. T / - +. — — \ RM s 588.76 (. ■ 570 _ _ _ —. I.E. (W) 12" OUT = 584.62 ■ ------ \ ----------- I / ■ EXISTING GRADE 0 ROAD � II X O m ti W +$ a \ \ W W \ i EVERGREEN WAY S.E. STA.- 39+00 to STA: 42+33.74 1" = 20' HORIZONTAL 1" = 5' VERTICAL EL MNTX. STA: 42+33.74 (EVERGREEN WAY S.F.) = STA = 42+49,49 - 16.15' RT RIM = 696:42 S b9 I.E. (N) 21" IN - i&tii5 i81.77 I.E. (E) 24" M,4 = 567d9 ui. [i I.E. (E 30" OUT = 6t1.a9 bfA.o1 ■ STA: 50+56.54 (69TH STREET S.E.) ELEV = 591.32 9 u�9 ,(]g +00 40+00 41+00 CIF" 57Z q of 26 42+00 43+00 UTMJTY C FK)SSM TABLE CROM INVERT CLEARANCE ADDITIONAL NOTES 20 583.22 (WATER) 584.46 (STORM) 1,24' DEFLECT WATER AS NECESSARY 22 584.62 (STORM) 586.50 (WATER) 1.88' - 600 m 560 NAME DATE 4-44.0 RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACTOR' S ONSTRUCTION RECORDS BY: DATE: -/ _e TITLE/POSIPON: PalDr&fM4.,•ye!� CON wD BY CITY S.`_ DATE: CATCH BASW NOTE: 1) ALL CATCH BASINS ARE TO BE INSTALLED WITH W.S.D.O.T. STANDARD PLAN 92A FRAME AND GRATE UNLESS OTHERWISED NOTED. 2) UNLESS OTHERWISE SHOWN, OFFSETS ARE TO CENTER OF CATCH BASIN OR MANHOLE. STMA PIPE NOTE STORM DRAINAGE CONVEYANCE PIPE W1THIN PUBLIC RIGHT-OF-WAY CALLED OUT AS "SD" SHALL BE ONE OF THE FOLLOWING MATERIALS: PIPE TYPES COVER PVC, SDR-21 >18" PVC, SOR-35 >3• PLAIN CONCRETE PIPE (<12"0) ASTM >3' C-14 REINFORCED CONCRETE PIPE (212"0) >18" ASTM C-76 DUCTILE IRON PIPE >6" CLASS 50 or 52 EXPIRES, 11-07-OZ REF: FAC 00-0043 49A//o/ THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIW90N REQUIREMENTS. Approved By,. Date Approved: 9 a � Q§ T s N s O s ~ s .�1 Z � ova v�8 L Tn T,7- Da. D It6X N I GRAPHIC SCALE 20 0 10 20 40 ( IN FEET ) 1 inch = 20 ft. \ \ 70 \ \ EVERGREEN WAY S.E and 69TH STREET S.E. 21 49 SE WIDE WEDGE C B SEC DETAIL, SHEET 3 574 572 850U0� ROAD AND STORM PLAN EAST 112 OF SECTION A TOWN W 20 NORTH, RANGE 5 EAST, W"AA, CRY OF AUBURN, PENCE COUNTY, WASHMTON RESIDENTIAL COLLECTOR ARTERIAL SEE SHEET 9 FOR CONTINUATION 57 5741,576 Q i i - 33.16' LSTA: 51+15.43 I.E. = 586.10 15" I WH CAP OR PLUG UPUTY EASEMENT 22 1 i ° SIDEIrAL LANDSCAPE ul FACE OF EQP , cw__C1gid__...._.._ - 51400 3 _ 52+00 N6T02" 01 F CRCGSM NOTE: FOR CROSSINGS WITH LESS THAN 1' (1.5' FOR SEWER AND WATER CROSSINGS) ,1058.80' - ➢CAL SEPARATION, A 3 x48 x108 SHEET OF ETHAFOAM 220 WILL BE mim FACE OF "1 PLACED BETWEEN THE PIPES WITH SAND PLACED AROUND THE CROSSING PIPES --- _ AND THE ETHAFOAM SHEET. °•SIDEWALK ° ♦ . 172 LF TEMPORARY ��� ��� �\ _ �. •.30'0 ADS N12 07.21X ��\ �� \ 570' _ _ UTILITY EASEMENT M �A(RRICADES - - - - - - - - <. PPR\C. A A DETAIL _ 25 LF 12" SD 0 26. 600 \ V A 590 STA 51+24. - 39.28' RT 580 I.E. = 591 \ r + \ \ \ 12' CAP PLUG SEE SHEET 26 FOR CONTINUATION 600 31 LF 12"0 SD 0 4.55X F�:t 18" WOE WEDGE CURB SEE DETAIL, SHEET 13. SIA = 40+= - 10.10 LI RIM = 506.04 sib. 80 I.E. (S) 12' OUT = SOP.* 801.741 -. = 4 •0 Il11 = 696N jq.�4 LE. 124 = 509LE)30'MIN 0.W 30 70.M, I.E. S -. - - -. 30" OUT = 590." 179.11 (PROVIDE KNOCKOUT FOR FUTURE 30- PIPE TO WEST) STA = 50+39.67 14.8T RT RIM = 69R44 910. 31 I.E. N 21" IN = 50Ei5Mi. I.E. E 24' IN = 58A49 iO3, I.E. (W) 30' OUT = 58i,99 RIM = ONO M1. 23 31 LF 15"0 SD I.E. (N) 7.4 15' IN = H&04 408.70 I 05. I.E. S 15' CUT = N6a017t RMI=)59249 jly�io LE. (N 15' MJ = SM.ii PROPOSED GRADE 0 ROAD I.E (((SEW))7 12' IN =ISM iW,y - I.E. 24' IN = 6114JI 03.7t / I.E. 24' OUT - 39*M i01.3S 12 WATER_ MAIN _ _.._._ __... r; \ - \ 205 LF 24'0 SD 0 0.50X 22 / 78 LF 24"O\SD \ / \ - _ 157 LF 30"0 SD • 1,97X / \ 580 �Pu WTH /STREET S.E. \ " \\\ ALL UTILITY LINES AND STRUCTURES PLACED ON - - - STA: 4+80 to STA: 52+50 / 1" = 20' HORIZONTAL \\ / \ FILL REQUIRE COMPACTION REPORTS TO BE FILED / I" = 5' VERTICAL \ EXISTING GRADE 0 ROAD C. \ WITH THE CITY PRIOR TO INSTALLATION OF PIPE & /. \ / STRUCTURES 570 560 E INTY STA S0+5A_S4 (69TH STRFFT SF 1 = o T QTe. 91,97 P1 uTx-n Y CFK)SSM TABLE CROWN WVERT CLEARANCE ADDITIONAL NOTES 21 582.49 (STORM) 583.03 (WATER) 0.54' SEE CROSSING NOTE THIS PAGE 22 584.62 (S70RM) 586.50 (WATER)- 23 586.70 (STORM) 1 508.20 (WATER) 1.50' - / / - 590, / In I U I 570 I 560 GUn ER, DWALK GAVE wno GUTTER, SIDWALK, PAVEMENT, & STA: 42+33.74 (EVERGREEN WAY SE) ELEV = 593.59 UTILITY CONSTRUCTION (AHEAD) ELEV = 591.32 ELEV = 587.20 � �^ Q8+00 PF u 5ZZ 10 0� 23 49+00 50+00 51+00 52+00 CATCH BASNV NOTr- 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 OTHERVWSE SHOWN, OFFSETS ARE TO CENTER OF CATCH BASIN OR MANHOLE. STOW 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 >31 PLAIN CONCRETE PIPE (<12"0) ASTM >31 C-14 REINFORCED CONCRETE PIPE (212"0) >18' ASTM C-76 DUCTILE IRON PIPE >6" CLASS 50 o 52 Ln)NC7 M NAME_ +J _DATE'S RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS By.. DATE: 1 //7,03 ' TITLE/POSiTION: Trey �•� CONFIRMED BY CITY Cl-_ DATE: 3 --10-03 EXPIRED 11-07-0'L PROJECT REF: FAC 0-0043 THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS. AA Approved By. Date Approved: Oa p 1661 GRAPHIC SCALE 20 0 10 20 40 ( IN FEET ) 1 inch = 20 ft. -f- EVERGREEN WAY S.E and 69TH STREET S.E. ROAD AID STORM PLAN EAST 1/2 OF S C�TM A TOWM*- /2y0yNpO�RyTH, �RAAW E��5j�E�AST, W.M•, Vf I L F A�, MICE C Vn 1 1 r W/ SF*Xi 1 V�� RESIDENTIAL COLLECTOR ARTERIAL Q � \ 582 590 \ \ 58'4 5W 52 594 596 598 600 602 604 \\ 606 608 610 612 � 8 a LQ ZZ= VJ o � N W UTILITY — — _ — _ — — — — — — _ _ — — — — —�, —/ —. EASEMENT LANDSCAPEWWALX v - UTILITY —_ EASEMENT — — — — — — — — — — — — — — T `- — — — — — — — — — — — — — — — — — — •'� -__ 608 -_.602 4 \ -- -_ ___ 610 \ - 1 614 / -��-\ 612 \\\ 67 612 6086066 _ 604 \ 610 / l HIGH POINT ELEV = 60227 EXISTING GRADE 0 ROAD \ HIGH POINT STA = 55+76.37 TIE1 \ PA STA = 56+00 = 6+ 5. 4 - 16.1 L �� / / \ PN ELEV 604.00 RIM = (ie9�64 600.67 610 ;J. 1 : - _ \ A.D. -5.75 I.E. (S) 12 OU7 = fOR42 d1{.10 32 LF 1TJ SD 610 f + - 1 .1 L _� \ K = 43.44 _ _ _ i ^ _ 0 27.97% 66&96 8g4.1� '' v~i $. \\ 250.00' VC _ + 'f \\\ I I 32 Lf .50 SD ) 12' O117 = 56F.9i HL yS \ - - - - - - RM = 6"" 640. 020.SOR ''I.E. (N) 12' IN = igAl INga0• f - - - LE. (E) 24' IN = SWrW 409.11 + ;00 1 .. I E. (IY) 24' OUT - 604,ja.11.�'SWFIY kS.0 PROPOSED GRADE 0 ROAD �'------ I.E.E 24" IN = 59k49 •M.4/0 A LE. W 24' OUT = 58"464.11 600 600 N■ i� 12_' WATER MAIN j� Q� V I L I - vWi 355 LF 24'0 SD 0 0.50% 205 LF 24'f SO 0 0.50% 245 LE 24'f 691-H STREET S.E. I I _-- are: XiO+an #^ are: -X744-ln UTILITY CFK)SS Q TABLE CFK)WN wwERr cLEARANCE ADDMONAL NOTES 24 591.70 (STORM) 592.95 (WATER) 1.25' - 25 595.40 (STORM) 596.95 (WATER) 1.55' - PF0 sz2 11 o, 26 CATCH BAST NOTE: 1) ALL CATCH BASINS ARE TO BE INSTALLED WITH WS.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, STOffA 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 W CJ O o M"T 24-01 NAME JiPU DATE RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CO 6TR ON RECORDS BY: DATE: TITLE/POSITION:ffii);LlGA CONFIRMED BY CITY e 4 2 DATE:,S'.Ifp-D3 EXPIRES 11-01-0'f� PROXCT REF: FAC 100-0043 IrDI 61 THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIN90N REQUIREMENTS. Approved By. Date Approved: 0 0 0 0 2 2 2 2 to m W W U U >- ?:3 z3 � a 4 I R U � c> V N 0 a o ►cc 2 GRAPHIC SCALE 20 0 10 20 40 ( IN FEET ) I inch = 20 ft. U� Oki i 602- //598 600 604 600 602 506, — ■— — — !— — '9 i I + •p Q - r ■ 610 596 66C EVERGREEN WAY SE and 69TH STREET S.E. 604 — — — —1- LF 24" SD 0 0.5X THIGH POINT ELEV - 00227 HIGH POINT STA = 55+75.37 PVI STA = 56+00 PV1 ELEV = a400 A.O. _ -5.75 K = 4144 ff • a � a ;ri _ arY CF AURM PERUE COMY, WASHPWQV COLLECTOR ARTERIAL 6912 STA: 59+14.56 3238' LT I.E.. = 587.63 24"CAP OR PLUG — — — — — — ----1— ;:�lSik 59+20.00 '- 32.38' RT E HILH-r77 1 \ 590 69TH STREET S.E. STA: 57+00 to STA: 61+45 98 I H 250.00 VC \ 1" = 20' HORIZONTAL y. 1" = 5' VERTICAL _ — -------- 15.X LT EXISTING GRADE O ROAD 31 IF 24"f SO 7SO00.46; =*1 S" I --- - --- — _ - LOW POINT ELEV = 586.28 LOW POINT STA = 61+55.54 PN STA = 61+35.62 PN ELEV = 585.67 _ A.D. = 502 K = 21.90 RM=J"& a11. to --- — .. ■ LE. (N) 24" IN = 5&?39 SZ7.91 Q ---- �' LE 5 12".IN = 5B61J9 ab. 70 N EX B 20 TYPE 1 R' ---- �--' 12• WATER LE. Wi 24" OUT = 66idB'$87.36 `? yj ST 61+56.89 - 16.16 LT MAIN _.... - 4 PROPOSED GRADE O ROAD $ ^ '� 32 LF 12"O RIM = 565.72 I.E.. (S) 12'�f(J = 583.18 r DI CL 52 = LE. (E) 12' OK 583.18 + ® 1.00% ■ --- °p m STA B=261+5538-\1616 RT n W y bS V 590 - RIM = 585.71 LE (N) 12" OUT =. 5�3.50 s u 245 LF 24"1 SO 0 0.50X a _ \ NTX. STA: 57+19.04 - - -- - FIFR—lv-= 566.54 +00 - 47 1 VrN r T E 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 (212"0) >18" ASTM C-76 DUCTILE IRON PIPE >6^ CLASS 50 x 52 59+00 UTRJTY CHOSVQ TABLE CROWN INVERT CLEARANCE AMMONAL NOTES 27 586.26 (WATER) 587.51 (STORM) 1,25' DEFLECT WATER AS NECESSARY 8' SAWTARY STA: 61+55.38 END CURB. GUTTER, MATCH WITH EXISTING. ELEV = 586.22 (FIELD VERIFY) Pt CATCH BARW NOTE 1) ALL CATCH BASINS ARE TO BE INSTALLED WITH W.S.D.O. T. STANDARD PLAN 92A FRAME AND GRATE UNLESS OTHERMSED NOTED. 2) UNLESS OTHERWISE SHOWN, OFFSETS ARE TO CENTER OF CATCH BASIN OR MANHOLE. 62+00 RECORD DRAWING CERTIFICATION THESE DRAW NGS CONFORM TO THE CONTRACTOR'S CP NSTRUCTION RECORDS BY: DATE: TITLE/POSITION: Miniyi CONFIRMED BY CITY ef Z— DATE: ;" -o3 D 3-f•at NAMEJA J_DATE Wle� EXPIRE& 11 07-QZ PROXCT REF: FAC 100-0043 iri6/�0/ry THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS. Approved By. Date Approved 1211 s s s s 1 OJ Iq b h 2 WAl1 O VU YU F a E3 mm 0t4 m �3 4Wu > Ln N FF° SZ' �- ,- Z8 v :2 0 149:1 NOTES (CONARIED FROM SHEET 1) 8. DURING 1KIN THE CONTRACTOR SHALL BE REOUIRE'D TO CONIRG. OI-SIZE TER RUNOFF BY USING TEAPORARI' OR PERMANENT DRAMA EROSION/SILTATION CONTROL PRO(k7WURES. �ATIOONS AND LOL BE OCCATIONS CONTRACTOR'S ALS��nUTIILITO TIES. NE THE TRUE 10. EXISTING PAVEMENT SURFACES SHAD{ BE SAW CUT FULL DEPTH WITH INC STRAIGHT UNIFORM EDGES 12 IES 12 OUT FROM THE EDGE OF EXCAVATION. ALL JOINTS BETWEEN THE NEW AND ORIGINAL PAVEMENT SHALL BE PAINTED MTH ASPHALT EMULSION (CSS-1). 11. THE LINT RESTRICTIONS WITHIN EXISTING RIGHTS -OF -WAY WILL BE APPLICABLE AND DETERMINED AT THE PRE-CCNSTRUCTKXN MEETING. 12. THE CONTRACTOR SHALL IiSTAC REpLA�, R AV7E ALL SIGNS, AS SFDWN ON THE PLANS OR AS AFFECTED BY CON51Rl1CiKM, PER THE aTYS STANDARD DETAIL NA TRSP-I. 11POWER CABLE AND TELEPHONE LIES SHALL BEM A TRENCHWITH A WWZ64 A FEE7IM FROM 07W UTILITIES SEVER, WATER, 14. ALL CONSTRUCTION SIAWAK FOR EXTENSION OF PUBLIC FACILITIES SHALL BE DONE UNDER THE DIRECTION OF A W*9WTON LICENSED LAND SURVEYOR OR A WASHNGTON LICENSED PROFESSIONAL CYC ENGINEER. 15. THE CONTRACTOR WILL BE REQUIRED TO WATER THE SITE AS NECESSARY, T REDUCE EMISSIONS AS A RESULT OF CONSTRUCTION ACTIVITY. THE CONTRACTOR SHALL ALSO SWEEP ALL AFFECTED PUBLC EAS uTA MW DEPOSITED AS A RESULT CT 1ECERTIFIED M�PRIOR RpC TRFER TO CISC RD C� nGN DAMBKSREQMWMeN 17. FOR MAM40LE AND CA ASW RIMADASPEfNT, MAXIMUMADJUST ENT WITH BRIO( OF AND CAS24GS SHALL BE 14 ICES (14') 07FWT ADDING NEW SECTIONS. 18. ALL M S, CATCH BASINS, AND VALVES IN PUBLIC RIGHTS -OF -WAY OR EASEMENTS BE ADJUSTED AFTER ASPHALT PAWING, AND CONFORM 70 THE aTYS STANDARD ADUSTIA NT DETAIL NO. STFG-I. ALL UTILITY CASTINGS OUTSIDE OF PAVED AREAS SHALL BE INSTALLED NTH A CONCRETE COLLAR AROUND THEM. It PVC MAWDIE ADAPTERS OR APPROVED EQUAL SHALL BE USED 70 MAKE ALL CCNWCF041S OF SOR 21 OR 35 PVC PPE T MANHOLES OR CATCH BASINS 20. THE MAXIMRAL LAYING LENGTHS SHALL NOT EXCEED 1216' FOR SDR 21 OR 35 PPE 21. BEDDING FOR PVC, CONCRETE ( DUCTILE IRON PPE SHALL f E 5 INCH MINUS wowOVER W, AROCK SIXS PERAUBURNSTMINN" UNDERTiaff ARDAR0 DETAIL6N0. LEPT-2. 22 REFER TO AUBURN STANDARD TRENCH EXCAVATION AND BAO(F1LL DETAIL MOS. GEPT-1 AND GEPT-2 FOR CONSTRUCTION PROCEDURES. 23. ALL IMPORTED PPE W04CL BAC 19LL MATERIAL SHALL LE SAW RUN GRAVEL, FOR TRENCH SACKFE.L PER SECTION 9-0114. 'a J •� 7'� "1 it '.'r 1 ail" I'r.-,r t r ' i' f 1 'r • 1 r r• rr . y r ...r•ro r •�r s.� r r•e •'r 71 r r '1 •. r• l 10' �-I z z i < >I �I JOINT UTILITY i �I TRENCH 2X GAS LANDSCAPING STRIP 3% EVERGREEN WAY S.E and 69TH STREET S.E. =ice.:T z ;;"'A =- '1713:fauA7r 'trW r r .:..:w 1. THE CONTRACTOR SHALL OBTAIN ANY NECESSARY STORM LINE CONNECTION PERMITS FROM THE CITY OF ABI WN, PRIOR TO CONSTRUCTION. 2. ALL STORM DRAMS MTHM THE DEVELOPMENT SHALL HAVE STENCILED: "DUMP NO WASTE - DRAMS T" EITHER "STREAMS,' "WETLAND$' OR-GROUARVI7ER" AS APPLICABLE. ADCXTKX"L OBMERAL 1. CATCH BASINS NOTED WITH SOLD LID SHALL BE CONSTRUCTED IN ACCORDANCE MTH THE CITY OF AUBURN DEPARTMENT OF PUBLIC WORKS STANDARD DETAAL SSFC-1 AND MARKED "DRAIN". 2. SIDEWALKS WITHIN PUBLIC R.O.W. SHALL BE CONSTRUCTED M ACCORDANCE WITH THE CITY OF AUBINN DEPARTMENT OF PUBLIC WORKS STANDARD SIDEWALK DETAIL STSW-1. 3. CURB RAMPS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF AUBURN DEPARTMENT OF PUBLIC WORKS STANDARD WHEELCHAIR RAMP DETAIL STSW-4. 4. CLIPS CUTS FOR RESIDENTIAL DRIVEWWAS SHALL BE PROVIDED AND CONSTRUCTED IN ACCORDANCE NTH THE CITY OF ALBUM DEPARTMENT OF PUBLIC WORKS STANDARD DRIVEWAY DETAIL STDW-I (REFERENCE TYPICAL. DRIVEWAY DETAITHIS 94" 5. ALL PIPES SHALL BE CONSTRUCTED IN TRENCHES MEETING CITY OF AUBURN DEPARTMENT OF RARX WORKS TYPICAL PIPE TRENCH STANDARD DETAIL GEPT-2. 6. TELECOMMUNICATION UTILITIES SHALL BE PLACID IN TYPICAL TRENCH AS NOTED ON CROSS SECTION ON SHEET 7. 7. THROlO1-OIiB INLET FRAME AND GRATES (IF ANY) SMALL BE CONSTRUCTED IN ACCORDANCE WITH KING COUNTY STANDARD DWG. NOS. 44 AND 45 OR EQUAL AS APPROVED BY ENGINEER PRIOR TO CONSTRUCTION. 8. ROCK WALLS (IF ANY) SHALL BE CONSTRUCTED IN ACCORDANCE NTH THE CITY OF AUBURN DEPARTMENT OF PUBLIC WORKS STANDARD ROCK WALL DETAIL GETW-I. WETLAND SEED MIX FOR WET TO DRY SEASONAL FLUCTUATIONS MATERIAL 7" BY WEIGHT X PURITY X GERMINATION creeping bent grass Ao-ostis stdanifera 20R 90x 90R birds foot trefoil 15X Sox 9OX Lotus Cormculatus 20% 9OX 9OX red fescue Festuca rubra meadow fox tail Alaoecurus pratensis 15X 2OX 9OX 807 90% 80% rough stalk bluegrass Poo trfridis perennial rlegrass Lolium perenne lox 90R 90R 100x mix by weight rrr• r: r...r tip -_� r �.►��..Jr LANDSCAPING 33 6" GRA L BASE COMPACTED DEPTH MINIMUM 5' L. "E" ACP -3" CL. "B" ACP - 2" 1T 17' i 27.5' 2% CAN CABLE CAN TEL. CABLE TEL. TCL POWER CABLE TCL POWER EVERORIFEN WAY S.E./69TH ST S.E. CROSS-SECTION (REEVE T AL COLLECTOR AFFERIAL) REFER TO AUBURN STANDARD PLAN NO. STXS-3 NOT TO SCALE END CURB, GUTTER AND SIDEWALK - AT RADIUS POINT (TIP). BEGIN TEMPORARY ASPHALT RAMP. END RAMP AT AND MATCH PROPOSED EDGE OF PAVEMENT. 1 .. _ STRAW AND HAY BALE BARRIER - 221OO -I 4-INCH ASPHALT WEDGE I , ---------- ---I--- - - - - - - - - 1. A TEMPORARY ASPHALT WEDGE WILL BE CONSTRUCTED ALONG THE PROJECTED FLONINE THROUGH ALL OF THE INTERSECTIONS UNTIL THE ADJACENT PROPERTIES AND ROADWAYS ARE DEVELOPED. 2. A TEMPORARY STRAW AND HAY BALE BARRIER WILL BE CONSTRUCTED ADJACENT TO THE EDGE OF PAVEMENT (RIGHT-OF-WAY) AS WELL. TYPICAL NVTERSECTION WITH TEMPIORARY EROSION SGCOM'ROL MEASUF�S 17 FLOWUNE CURVE DATA 'A� A = 92' 57' 24" GUTTER LINE GUTTER LINE R = 30.00' STA: 16+66.21, 48.02' LT STA: 16+95.79, 48.02' LT T = 31.59' ELEV - 562.04 ELEV = 562.04 L = 48.67' FLONLINE CURVE DATA CURVE RADIUS POINT A= 92' 57' 24" STA: 17+27.44, 47.00' LT R = 3CURVE RADIUS POINT T = 31.59' 1.59' STA: 16+34.56, 47.00, LT GUTTER LINE L = 48.67' STA. 17+27.44, 17.00' LT ELEV - 564.65 GUTTER LINE - - - STA: 16+34.56, 17.00, LT 14' 14' - - - - - ELEV = 562.13 - - - - - k I I C81� II WA�.E. 17+0016+00 Z _ i1 t Ce" 2.71x • 13 STA: 16+81.00-----'- ELEV =563.90------- ------------------------------- HEX. LAKELAND HILLS LOOP RD AND WM 1 SCALE: 1" = 20' STA: 21+94.00, 47.00' RT ELEV = 576.32 WX. LAKELAND HUB LOOP RD. AND WTX. 2 SCALE: 1" = 20' y y y 4, 14, W 5 W y W NOTE: FOR ADDITIONAL WHEELCHAIR RAMPS REFER TO. 12:1 MAX. C.O.A. SID. DETAIL STSW-4A C.O.A. STD. DETAIL STSW-48 10:1 MAX. CURB CURB Ill1/1gr DE 1 AL NOT To SCALE NOTES: 1. CURBS TO BE ASPHALT CONCRETE PAVEMENT CLASS "8" PER W.S.D.O.T. SPECIFICATIONS. 2. CURB SHALL LE PLACED AS A PART OF THE SHOULDER ROAD PAVEMENT. r 3. SEE PLANS FOR LOCATION OF CURB / TYPES. RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS BY: DATE: TITLE/POSITION: CONFIRMED BY CITY DATE: EK7Lcl 4.24AI EXPIRES. 11-07-DL PROJECT REF; FAC 100-0043 t o/ THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS. Approved By. Date Approved 8,4;,Z,2 / d o 0 0 0 o Z A �W m v Z v n a r gno 0 i � M M Ov P « o�+ El 0 O M ~ Y n N W uj J V' uj vJ Z 3 w Z uj uj- Ili J W U DATE BEAD R . W' WAK �Q.Q'�F VASp! 'Q� °. H pO��s70NAt���a ISTC Exvwecs= rat- O PROJECT A b*J&AAM JNwry watow DOOM O"L SW JL DRAWN Al %M WO W CANED W WYbrrr 8EC e T ;M R 55 F F END I:UA(EUNIW'YaW71 DATE - SC,ALE AS MHO NN SHEET .- OFLO FLE NO Fr 6 5�2 13 � 2 EVERGREEN WAY S.E and 69TH STF ELEV=586.54 - - - - - - - - - - - - - - - - - - ------------------------------- WM LAKE -LAND HILLS LOOP RD. AND INTX. 3 SCALE: 1" = 20' -----------------. STA: 50+56.54 (69TH ST SE) STA: 42+33.74 (LOOP ROAD) ELEV = 591.32 WM LAKELAND HILLS LOOP RD. AND GOTH S T SE SCALE: i" = 20' WTX. LAKELAND HKL.S LOOP RD. AND INTX. 4 SCALE: 1" _ 20' ------------ 5" (� STA: 57+19.04 ELEV = 599.92 KrX. LAKELAND HILLS LOOP RD. AND INTX. 5 SCALE: I" = 20' RECORD DRAW CERTIFICATION THESE DRANINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS BY: DATE: TITLE/POS1710N: CONFIRMED BY CITY DATE: EXPIRES, 11-07-/ PRMCT REF: FAC 100-0043 V131fiV Cy THESE PLANS ARE APPROVED FOR CONFORMANCE WITH / THE GTY OF AUBURN'S ENWERING DIWSION REQUIREMENTS. Approved By. Date Approved: 3 0000 U U Z'i 6 a C 4 C U R U PF 0 SLZ 14 of 2z5 01 0 166:x FIT 570- m mm = I.E.E (S' LE� I.E. (N GRAPHIC SCALE 20 0 +o 20 40 ( IN FEET ) I inch = 20 it. SSr.3+r• m 44aa 5 4"+.43 SON (ft 9t4.43 _ _ saa SG 562 �558 560 564 �6_ 1 . EVERGREEN WAY S.E and 69TH STREET S.E. • • • ii •" ! 01 PVT STA = 15+25 PV1 ELEV = 559.67 A.D. - 1.71 K = 87.69 EXISTING GRADE ®-ROAD _. - 150.00' VC — — TYPE -\ 11.44' RT RIM = 36&.;2- 541-+5. I.E. E)8'IN=36iN96551-73 \ I.E. �NJ 8 OUT=4NiF.98551.14• / nil to* I- \ LADDER(W) 40rRT _ _ \\ RIA g•66&69559.64 m I.E.=•6�8,9..•I665'+R49 I.E. A 8' OUT- 64e54.v -- \ _. LADDIER(W) \ram---- — \ \ \ \ 57D \ \ \ \ \ \ \ \ \ \ — — — — — — — — — — —— ♦ V7C --- ------ --- -- - - _....-.. _ 17 1 A0 51235'S2Y 191k YJ --rr rr rrr _. _. rr rrrr�s� rr.,.,.,,rrrrr_r� 1 wt ,o VA s • 4 v DS 580 I r r PROPOSED GRADE ®ROAD I 2.71% r COVEN _ 36 M y`w --- --- — — — 560 W y � U ,_yam 550 r NAME JA/ DATE L-1 Q' %•�i•ol �P-1 VAIF PA T, & UTILITY CONSTRUCTION (AHEAD) ELEV = 558.42 558.76 -- ELEV - 56708 29 14+00 15+00 I6YSW] WATER CONSTRUCTION NOTES STA: 14+10.06 - 10.05' LT REMOVE EX. 12" CAP AND TEMP. BLOW OFF STA: 14+25.00 - 32.50' RT STA: 16+74.98 - 2.80' LT ASSEMBLY AND CONNECT TO EXISTING 12" SNUB. 1-12" CAP OR PLUG STA: 14+50.00 - 5.41' LT 1-72" 90- BEND (FLxMJ) 12 1-12" TEE (FL) 2-12" GATE VALVES CONTRACTR TO VERIFY LOCATION, I.E.'S AND CONCRETE THRUST BLOCKING � ® (FLxMJ) Oj FITTINGS PRO TO CONSTRUCTION. GATE VALVE SHALL REMAIN CLOSED DUPING 1-12" GATE VALVE (FLxMJ) 1-12" ADAPTER (FLxMJ) CONTRACTOR ALSO TO NOTIFY ENGINEER OF ANY CONSTRUCTION AND SHALL REMAIN CLOSED UNTIL CONCRETE THRUST BLOCKING CONCRETE THRUST BLOCKING DISCREPANCIES AND COORDINATE NTH THE CITY THE SERVICES HAVE BEEN PROPERLY FLUSHED. FOR ANY ADJUSTMENTS. INSTALL TEMPORARY 4 184 LF 12" D.I.P. CLASS 52 13 30 LF 12" D.I.P. CLASS 52 BLOW OFF FOR TESTING PER DETAIL, SHEET 24 STA: 14+50.00 - 32.50' RT 7-72" CAP OR PLUG STA: 16+34.35 - 4.27' LT STA: 16+74.79 - 32.50' LT 0 15 LF 12" D.I.P. CUSS 52 CONCRETE THRUST BLOCKING 1-12"x 6" TEE (MJxFL) 1-12" CAP OR PLUG INSTALL TEMPORARY 4" BLOW OFF FOR TESTING © 10 1-6" GATE VALVE (FLxMJ) CONCRETE THRUST BLOCKING STA: 14+25.00 - 10.51' LT PER DETAIL, SHEET 24 1-6" F.H. ASSEMBLY 14 GATE VALVE SHALL REMAIN CLOSED OINKING 1-12" TEE (FL) GATE VALVE SHALL REMAIN CLOSED DURING CONCRETE THRUST BLOCKING CONSTRUCTION AND SHALL REMAIN CLOSED Q3 2-12" GATE VALVES (A1 MJ) CONSTRUCTION AND SHALL REMAIN CLOSED UNTIL 16 IF 6" D.I.P. CLASS 53 UNTIL THE SERVICES HAVE BEEN PROPERLY BID 1-12" & FLANGE THE SERVICES HAVE BEEN PROPERLY FLUSHED. FLUSHED. CONCRETE JWUST BLOCKING Q7 38 LF 12" D.I.P. CLASS 52 71 41 LF 12" D.I.P. CLASS 52 17 260 LF 12" D.I.P. CLASS 52 ® 43 LF 12" D.I.P. CLASS 52 17+00 UTXITY CROSSM TABLE CROWN NVVERT CLEARANCE ADDITIONAL NOTES 1 554.44 (STORM) 555.48 (WATER) 1,04' - 3 557.26 (STORM) 558.97 (WATER) 1.71' - 4 559.96 (STORM) 560.97 (WATER) 1.01' - RECORD DRAWING CERTIFICATION - THESE DRAWINGS CONFORM TO THE CONTRA TOR"S NS UCTKIN RECORDS BY: DATE: �� 163%'6S TITLE/POSITION: fA � CONFIRMED BY CITY S:25 DATE: 3 "wl- OS 19+ EXPIRES, 11-07 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 t r o CI Y ENGINEER DATE PR0,7ECT REF: FAC IM-0043 Y/Si/011y THESE PLANS ARE APPROVED FOR CONFORMANCE WITH / THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS. � Approved By. (Zj4nff 77 Date Approved: Szzzz / o VI e'0 �O h h W 1 All fiU �U s o� ab 4 a i U p 3 7 o O M N vrw S n rn Nam no Y 5q� Nof P i C X Ny �o o as NKY r u � N W rij W J J CA � g 3 �i C� a Cl)Ct 3 Q W W Lu cc > uj J W H J F U DATE SEA1LM '6 Ay N A,Y, 'O 3 rz„ E',r 67STER @\ E TONAL-71 E%PIKES 1-31- r"Discr 11Mei1AM DEEM O.J. Ind JE DRAWN JNE• JWL wl o.A qmEp® LL 1M1lrr SEC 8 T 22 RK R 5_ FLE ND I: N LVO-So li-soLMM 1 DATE oVWM SCALE r " W OF20 RF NO DF' S-: I$ol-_', GRAPHIC SCALE PO D 10 20 40 ( IN FEET ) 1 inch = 20 ft. r r \ � 564 r 600 I r EVEFEN WAY S.E. I 590. STA, t0 STA, 24+00 1" = 20' HORIZONTAL 1 = 5' VERTICAL r 9+63 1 4 A = 1 + RIM =-6A.jo 5-+1.33 IQ— .E (N) OUT 95 c� LADDER(W) I z I 15"RT I.28 ACV 20+00 EVERGREEN WAY S.E and 69TH STREET S.E. • • • - • tWVW P14 STA - 22+75 PVI ELEV = 580.00 A.D.= -1.19 200.00' VC Y SSMH/I5f0-135. TIDE 1. 46' I - + - 6.03'RT RIM - 9&.18 548.04 I.E. ((S,E) B" IN =3S&i65"-30 I.E.(N} 8' WT =366.6 (...22 r r ■ I � R I r PROPOSED GRADE 0 ROAD _ I _ I LADDEP.(W) - :.. 580 J`C 6vk WATER CONSTRUCTM NOTES STA: 19+35.91 - 6.18' LT 1-12"x 6" TEE (MJxFL) 18 1-6" GATE VALVE (FLXMJ) 1-6" F.H. ASSEMBLY. CONCRETE THRUST BLOCKING 14 LF 6" D.I.P. CLASS 53 19 228 LF 12' D.I.P. CLASS 52 STA: 21+64.00 - 6.00' LT 1-12"x 6" TEE (MJxFL) 20 1-6" GATE VALVE (FLXMJ) 1-6" F.H. ASSEMBLY. CONCRETE THRUST BLOCKING 15 LF 6" D.I.P. CLASS 53 21 36 LF 12' D.I.P. CLASS 52 STA: 22+00.00 - 6.00' LT 22 1-12' CROSS (FL) 3-12' GATE VALVES (FLxW) 1-12" ADAPTER (FLxMJ) 23 27 LF 12' D.I.P. CLASS 52 STA: 22+00.00 - 32.50' LT 7-12" CAP OR PLUG Q CONCRETE THRUST BLOCKING GATE VALVE SHALL REMAIN CLOSED DURING CONSTRUCTION AND SHALL REMAIN CLOSED UNTIL THE SERVICES HAVE BEEN PROPERLY FLUSHED 25 39 LF 12" D.I.P. CLASS 52 STA: 22+00.00 - 32.50' RT 1-12" CAP OR PLUG 26 CONCRETE THRUST BLOCKING GATE VALVE SHALL REMAIN CLOSED DURING CONSTRUCTION AND SHALL REMAIN CLOSED UNTIL THE SERVICES HAVE BEEN PROPERLY FLUSHED 27 248 LF 12" D.I.P. CLASS 52 's--- — — — — EXPIRES 11-07-0 ALL UTILITY LINES AND STRUCTURES PLACED ON — EXISTING GRADE 0 ROAD t 560 FOR WATER ONLY FILL REQUIRE COMPACTION REPORTS TO BE FILED WITH THE CITY PRIOR TO INSTALLATION OF PIPE & STRUCTURES. INTX. STA: 22+08.00 €LEV = 578.15 21+00 22+00 23+00 UTILITY CROSSM TABLE CROWN INVERT CLEARANCE ADDITIONAL NOTES 5 567.36 (STORM) 568.37 (WATER) Vol, - 6 571.44 (STORM) 573.63 (WATER) 2.19' - 7 574.01 (STORM) 575.02 (WATER) 1.01' - 8 571.13 (STORM) 573.03 (WATER) 1.90' - 24+ RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CISTRUCTION RECORDS DATE: � 7l �3 PTLE/POSITION: M' CONFIRMED BY CITY DATE: 3 &-Q 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 PRO%ECT REF FAC #0-0043 11 e1161 w THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS. Approved BY iil �Fd� Date Approved: S�?/ s s s s J O r A yzti o 3 2 2 W J W K `g `g �S a LnY h N ^ 0-1 p 1 LC;). EVERGREEN WAY S.E and 69TH STREET S.E. xf • I fAro7 • •• ! • GRAPHIC SCALE 20 0 10 20 40 ( IN FEET ) I inch = 20 ft. 8 «i -- _ 04 I 1 8 1 o Q 590 PROPOSED GRADE 0 ROAD C RIM (= 3M.lill 586.43 - 590 p I.E. �N}E88WT=5'44. .13 8 -1 1 LADDER(W) `e RIM - 582112 V/ I.E. S 8" IN = 574o0 530.a% 1.52% O( __ t5 � I.E. (hI� 8" our = a�+:ye-569A9 -- U 11 _ 1 36" MIN. �- 580. COVER _... -. -. _. - _ . _ - 12" WATER MAIN -_. 18" STORM -_.-- - _. 580 iR 37bLF 8"® PYC SDR35 O 0.94E � 1 239 8"b PVC SDR35 _ I 254IFF 8•0 PVC SDR35 040 W'11A EXISTING GRADE 0 ROAD ¢ -- ------------- _ --------------- EVER V7EEN WAY S.E. _ ALL UTILITY LINES ANDSTRUCTURESPLACED ON - ..STA= 24+00 to STA: - - - 1 FILL REQUIRE COMPACTION REPORTS TO BE FILED - 1" = 20' HORIZONTAL WITH THE CITY PRIOR TO INSTALLATION OF PIPE & 1 = 5' VERTICAL 1 cmurn lore CFK)SSM NOTE' 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 SAID PLACED AROUND THE CROSSING PIPES AND THE ETHAFOAM SHEET. UTILITY C 4908S G TABLE c8o" rNERT CLEARANCE ADDRIONAL NOTES 9 578.38 (STORM) 579.39 (WATER) 1,01' - 10 580.22 (STORM) 580.72 (WATER) 0.50' SEE CROSSING NOTE THIS PAGE 11 581.72 (WATER) 582.60 (STORM) 0.88' SEE CROSSING NOTE THIS PAGE RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACT O ' CO ISIR ON RECORDS BY: 44 DATE: /7-69 y - TITLE/POSITION: CONFIRMED BY CITY eA- DATE: 3-010-03 WATER CONSTRUCTION NOTES STA: 24+50.00 - 6.00' LT 1-12"x 6" TEE (MJxFL) /1 1-6" GATE VALVE (FLxMJ) �W 1-6" F.H. ASSEMBLY. CONCRETE THRUST BLOCK94G 15 LF 6" D.I.P. CLASS 53 29 210 LF 12" D.I.P. CLASS 52 STA: 26+60.00 - 6.00' LT 1-12"x 6" TEE (MML) 30 1-6" GATE VALVE (FLxMJ) 1-6" F.H. ASSEMBLY. CONCRETE THRUST BLOCKING 15 LF 6" D.I.P. CLASS 53 37 38 LF 12" O.I.P. CLASS 52 STA: 26+98.00 - 6,00' LT 32 1-12" CROSS (FL) 3-12" GATE VALVES (FLxMJ) 1-12" ADAPTERS (FLxMJ) 33 27 LF 12" D.I.P. CLASS 52 STA: 26+98.00 - 32.50' LT 1-12" CAP OR PLUG 34 CONCRETE THRUST BLOCKING GATE VALVE SHALL REMAIN CLOSED DURING CONSTRUCTION AND SHALL REMAIN CLOSED UNTIL THE SERVICES HAVE BEEN PROPERLY FLUSHED. STA: 26+10.00 - 6.00' LT 35 1-AIR/VAC RELIEF VALVE (LSBL-7) (CONTRACTOR TO FIELD LOCATE AT HIGH POINT OF MAIN) 37 237 LF 12" D.I.P. CLASS 52 lQ3 0 [2 uu[LIT '11-02 NAMEJ4 � ATE—Lf&---C'3 EXPIRES: 11-07-& 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 3d of DATE PROJECT REF. FAC IW-0043 r/5110 , THESE PLANS ARE APPROVED FOR CONFORMANCE WITH / THE CITY OF AUBURN'S ENOWEERING DIVISION REQUIREMENTS. Approved By. Date Approved o d 0 d _J y 8 B 8 W R U 0 3 H Ln > N Ph oo Z3 0-1 to:L GRAPHIC SCALE 20 0 10 20 40 ( IN FEET ) 1 inch = 20 ft. 11T1Lf y CROP TABLE CROWN INVERT CLEARANCE ADDITIONAL NOTES 13 584.67 (WATER) 585.67 (STORM) 1.00' DEFLECT WATER AS NECESSARY 14 586.96 (WATER) 587.96 (STORM) 1.00' DEFLECT WATER AS NECESSARY ■ EVERGREEN WAY S.E and 69TH STREET S.E. A IC 7:' A . AN • • •' f • 564 ....__-. __ ■_ - _ HIGH POINT ELEV = 596.15 HIGH POINT STA = 33+94.53 ■ N. PM STA - 33+75 + a PM ELEV = 596.76 ■ yn�� �n I 1 ,i 4'.i A.D. ---2.55 - 600' 800 _ _. PROPOSED GRADE 0 ROAD _. m.. , _ RIM = 595.47 5."1 T K = 7&45 _ ■■ L `h I.ES) 8N -78i_i$7S_$ _1_2 �.00' _VC TYPE 1 f '-S8.E3 LAD ER(9 )RN 592�✓.- 11.04RT I.E. (S)8•8IX= i=I.E. ...__� ■ 5'+'+ 5 I 1.52% 42" MIN, LADDER(W) (W) - COVER 12" WATER MAIN 590 ■ 8 ■ 12 STORM - _ i 14 ■ O Q 1 � 1 ■ W I 580 230 LF 8°0 PVC SDR35 0950Wi Q43Y I gf 218 8°t P4C SDR35 A 0.50xv, G 7Zn m U A*-LF B°f PVC SDR35 0 0.94x✓ ■ I ------------ ALL UTILITY LINES AND STRUCTURES PLACED ON I FILL REQUIRE COMPACTION REPORTS TO BE FILED WITH THE CITY PRIOR TO INSTALLATION OF PIPE &EVERC`REEN WAY S.E. EXISTING GRADE 0 ROAD ¢ STRUCTURES 570 STA: 29+00 to STA• U+00 570 — 1"= 20' HORIZONTAL — — — — — — — — — — — — — — — — I" = 5' VERTICAL o r cre. xni of m PT STA31+7n W PC STA- 37+R1 73 ELEV = 591.43 ELEV = 593.64 CE ELEV = 595.34 _ y ng O„ i 1.9 4 4a 32+00 33+00 34+ WATER CONSTRUCTION NOTES STA: 29+35.00 - 6,00' LT 1-12"x 5" TEE (MJxFL) ® 1-6" GATE VALVE (FLxMJ) 1-6" F.H. ASSEMBLY. CONCRETE THRUST BLOCKING 15 LF 6" D.I.P. CLASS 53 39 268 LF 12" D.I.P. CLASS 52 STA: 32+04.00 - 6,00' LT 1-12"x 6" TEE (MJxFL) ® 1-6" GATE VALVE (FLxMJ) 1-6" F.H. ASSEMBLY. CONCRETE THRUST BLOCKING 15 LF 6" D.I.P. CLASS 53 41 270 LF 12" D.I.P. CLASS 52 STA: 33+94.53 - 6.00' LT 42 1-AIR/VAC RELIEF VALVE (LSBL-7) (CONTRACTOR TO FIELD LOCATE AT HIGH POINT OF MAIN) s-v-as IIAME d -DATE lf"93 EXPIRE& 11-07-01, 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 �11r�u =,X 8�30�01 CI ENGINEER DATE PROwECT REF- FAC 0043 Y 31 0/ THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS. Approved By. Date Approved: RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACTO 'S CONS �RDS BY: DATE: f3 DTLE/POSITION: r/1E_"�,= CONFIRMED BY CITY C -4-- DATE: 3 2CLQ3 0 0 N 0 O 0 0 J W � 2 2 OU gU U aU < g < �s < < K yy� ' ( 1 O M N ^ 0?- 0 14C.2 GRAPHIC SCALE 20 0 10 20 40 IN FEET ) 1 inch = 20 ft. HIGH POINT ELEV = 596.15 HIGH POINT STA = 33+94.53 ^ ■ PVI STA = 33+75 + EVERGREEN WAY S.E and 69TH STREET S.E. 1 1 . ti . x • • • • 1 V ! • -STA: 35+35.09 - 32.50" L7 -- - LE = 582.50 572 CAP OR PLUG 7 70 _ 38 LF — _35A 5.0% _ — U}RITY EASEMENT SNBEWALK LANDSCAPE Q FACE CONC. CURB E.O.P. _ UTILITY C K)SSM TABLE CROWN INVERT CLEARANCE ADDfiMAL NOTES 15 590.38 (WATER) 591.01 (STORM) 0.63' SEE CROSSING NOTE THIS PAGE 16 588.38 (STORM) 589.38 (WATER) 1.00' - 17 588.13 (STORM) 590.21 (WATER) 2.08, - 18 587.27 (STORM) 587.91 (WATER) 0.64' SEE CROSSING NOTE THIS PAGE I ■ CROSSN O NOTE: 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. WATER CON37RUC110N NOTES STA: 34+73.00 - 6.00' LT 1-12"x 6" TEE (MJxFL) 1-6" GATE VALVE (FLxMJ) 43 1-6" F.H. ASSEMBLY. CONCRETE THRUST BLOCKING 15 LF 6" D.I.P. CLASS 53 44 51 LF 12" D.I.P. CLASS 52 STA: 35+24.09 - 6.00' LT 45 1-12" CROSS (FL) 3-12" GATE VALVES (FLxMJ) 1-12" ADAPTER (FLxMJ) ® 27 LF 12" D.I.P. CLASS 52 STA: 35+24.09 - 32.50' LT 1-12" CAP OR PLUG 47 CONCRETE THRUST BLOCKING GATE VALVE SHALL REMAIN CLOSED DURNIG CONSTRUCTION AND SHALL REMAIN CLOSED UNTIL THE SERVICES HAVE BEN PROPERLY FLUSHED. 48 39 LF 12" D.I.P. CLASS 52 STA: 35+24.09 - 32.50' RT 1-12' CAP OR PLUG 49 CONCRETE THRUST BLOCKING GATE VALVE TO REMAIN CLOSED DURING CONSTRUCTION AND SHALL REMAIN CLOSED UNTIL THE SERVICES HAVE BEEN PROPERLY FLUSHED 50 249 LF 12" D.I.P. CLASS 52 STA: 37+73.00 - 6.00' LT 1-12"x 6" TEE (MJxfl) 51 1-6" GATE VALVE (FLxMJ) 1-6" F.H. ASSEMBLY. CONCRETE THRUST BLOCKING 15 LF 6" D.I.P. CLASS 53 52 300 LF 12" D.I.P. CLASS 52 PM M - 966.75 3 ■ 600 A.D. -2.55.'... - - - - - - - - - 600 L K = 7EL45 W WY bIA .13,R�} m = 114,BA 544. I PROPOSED GRADE 0 ROAD 200.00' VC I.E. (!E) 6' ourIN = Siq.9b I LE (N) a = llevb►s�9.91 - - - LADOER (V4 l g■ _ -1.0.rx ■ n + 12" WATER MAIN 3-Y-a3 NAME_DATE ' 590 ♦ 36" MIN. 590 COVER ■ 1 CCV��7 -- 18" STORM ._- _...... --___ .- -_..._ -- �� FOR WATER ONLY ■ 2X LF 6'I PVC SDR35 0*5011-0.439: - ■ W 580 I ALL UTILITY LINES AND STRUCTURES PLACED ON ■ FLLL_REQUIRE. COMPACTION REPORTS. TO BE FILED - ■ 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 WITH THE CITY PRIOR TO INSTALLATION OF PIPE A EVETXVqEEN WAY $,E. STRUCTURES. PROJECT REF: FAC /00-0043 � (ir (o - - - - - - I EXISTING GRADE 0 ROAD � STA. .�+OO to STA: .�'FOO I - - - - - - - - - - - - - 1" = 20" HORIZONTAL � 1" = 5' VERTICAL THESE PLANS ARE APPROVED FOR CONFORMANCE WITH ■ 1 THE CITY OF AUBURN'S ENGINEERING DIVISION ■570 ��---� \- - - - - - - - - - - - ■ REQUIREMENTS. / ' - - - - - - - - - - - - - - - - - - - - -570 ` _ — Approved By. (� --_— —'----------�� Date AWove& ■ ■ ■ P.T. STA: 34+16.73 INTX. STA- 35+30.09 ■ LLLY = JA.W ELEV = 595.17 +00 5LZ 3535=00 ON 3737=00 39+ RECORD ORATING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACTOR'S C TRUCTION RECORDS BY: _- DATE: /^f 7 -03 TITLE/POSITION: &ylak'Aga A.crov- ��ss��.. CONFIRMED BY CITY LL DATE. 3 AD 12 0 0 0 0 F W g JZ W .l 1 > M N ^ 02 0Icix GRAPHIC SCALE EVERGREEN WAY S.E and 69TH STREET S.E. 20 0 to 30 40 SANITARY SEWER AND WATER ( IN FEET) EAST 1/2 OF SECTION 6 TONTISW 20 NORTH RANGE 5 EAST, W.M., I inch = 20 ft. CITY OF AUBURN, RNr � I W ON �� ��SEE SHEET 21 FOR CONTINUATION FACE OF CONC. CURB -FACE OFF i i.• r. v .v ,. ... " S � . �W$I. WALK:O,� ■ _ UTILITY . . \�..-. �.. r // 1570 574 578 EASEMENT _ ` :'\- a / 572 -1---f sse---------�=— =�----------= — -- // / 576 5e0 56s I / 566 I I 1 1600 I 1 IN S6 MIN. COVER PROPOSED GRADE O ROAD CL LOW POINT ELEV = 589.27 LOW POINT STA = 41+20.60 PVI STA = 41+50 PN ELEV = 588.81 A.D. = 4.02 K = 29.83 I gl1 m, Vr S 0 fp 1, / 18" STORM580 20 I� I I ALL UTILITY LINES AND STRUCTURES PLACED ON I - I FILL REQUIRE COMPACTION REPORTS TO BE FILED / WITH THE CITY PRIOR TO INSTALLATION OF PIPE & 1 STRUCTURES. I 570 -------------------- _ I EXISTING GRADE O ROAD o� I � 1 _ ( SEE SHEET 21 FOR CONTINUATION n M N + S N a 7 1 I - 1 I 1 �1 1 I \ 1 590 i EVERC.CEEN WAY S.E. STA: 39+00 to STA: 42+33.74 \\ 1" = 20' HORIZONTAL \ 1" = 5' VERTICAL \ (L INTX. STA: 42+33.74 (EVERGREEN WAY S.E.) = ■ STA: 50+56.54 (697H STREET S.E.) ELEV = 591.32 �g �$ �£ �$ .$ +00 40+00 41+00 42+00 43+00 580 570 560 U MITY C FK)es K3 TABLE CROWN INVERT CLEARANCE ADDITIONAL NOTES F20 583.22 (WATER) 584.46 (STORM) 1.24' DEFLECT WATER AS NECESSARY 22 584.62 (STORM) 586.50 (WATER) 1.88' - RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS BY: DATE: TITLE/POSrnDN: CONFIRMED BY CITY DATE: WATER CONSTRUCTION NOTES STA 40+7300 &DO' LT 1-12"x 6" TEE (MJxFL) 53 1-6" GATE VALVE (FL1WU) 1-6" F.H. ASSEMBLY. CONCRETE THRUST BLOCKING 15 FL 6" D.I.P. CLASS 53 54 150 LF 12" D.I.P. CLASS 52 STA: 42+23.34 - 6.00' LT (LOOP RD)= STA: 50+63.30 - 9.94' LT (69TH ST SE) 55 1-12" TEE (FL) 2-12" GATE VALVES (FLxMJ) 1-12" ADAPTER (FLxW) CONCRETE THRUST BLOCKING E% WS; 11- 7- OZ 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 �SIGNATUU�RE (' II Q\(4 S130161 ENGINEER DATE PRMCT REF. FAC goo-0043 V(SI OI 17 THESE PLANS ARE APPROVED FOR CONFORMANCE NIH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS. Approved By. �. Date Approved: 613/f 0D / oaoo o 2 W 2 W W Zg� O U U ?:5 Li d PF w 522 Za vc 23 0Z D 1441 GRAPHIC SALE EVERGREEN WAY S.E and 69TH STREET S.E. 2 0 0 10 20 40 SANITARY SEWER ANa WATER ( IN tamer) EAST 1/2 OF SECTION A TOW *W 20 NORTH, RANCH 5 EAST, WM, t inch = 20 ft. (`JTY (]F Alkq"R Ll PF Vi F= CYIIJTY_ WA9h/IK3rM 49, UTILITY EASEMENT ..;:..._ Q /!� 12 SIDEWALK LANDSCAPE_- ■ - ,"' -may FACE OF EOP 60 " < L _ 52+00 N67'02'DI'E \SaLZ27 - 850-0&- \ \ '-57D' PROPOSED GRADE 0 ROAD C i — - " LANDSCAPE a.'� a�ID6WALK <. UTILITY EASEMENT — — — 600 590 580 It KEY MAP i� WATER NOTES STA: 50+63.30 - 9.94' LT (69TH ST SE)= STA: 42+23.34 - 6.00' LT (LOOP RD) 55 1-12" TEE (FL) 2-12' GATE VALVES (FLXMJ) 1-12° ADAPTER (FLxiMJ) CONCRETE THRUST BLOCKING ® 186 LF 12" D.I.P. CLASS 52 STA: 48+74.95 - 8.24' LT 87 1-12" CAP OR PLUG 1-TEMPORARY BLOWOFF ASSEMBLY (LSBL-9) CONCRETE THRUST BLOCKING ® 64 LF 12' D.I.P. CLASS 52 STA: 51+28.07 - 10.00' LT 1-12" x 6" TEE (MJxFL) 59 1-6" GATE VALVE (FLxMJ) 1-6" F.H. ASSEMBLY CONCRETE THRUST BLOCKING 14 LF 6" D.I.P. CLASS 53 60 247 LF 12" D.I.P. CLASS 52 CROSSM NOTE- FOR CROSSINGS WITH LESS THAN V (1.5' FOR SEWER AND WATER CROSSINGS) OF VERTICAL SEPARATION, A 3"08"x108" SHEET OF ETHAFOAM 220 WILL BE 500 ' PLACED BETWEEN THE PIPES WITH SAND PLACED AROUND THE CROSSING PIPES AND THE ETHAFOAM SHEET. A 42" MIN. COVER 12' WATER MAIN / 590' UTLnY CROP TABLE CROWN INVERT CLEARANCE ADDf110NAL NOTES 123 582.49 (STORM) 583.03 (WATER) 0.54' SEE CROSSING NOTE THIS PAGE 584.62 (STORM) 586.50 (WATER) 1.88, 566.70 (STORM) 588.20 (WATER) 1.50' - 580 \ \ \ ?e 69TH /STREET S.E. \\ 7 ti STA: 4�+80 to STA: 52+50 / 1 \ ALL UTILITY LINES AND STRUCTURES PLACED ON FILL REWIRE COMPACTION REPORTS TO BE FILED / 1" " 20" HORIZONTAL \ \ WITH THE CITY PRIOR TO INSTALLATION OF PIPE do / 1" = 5' VERTICAL \ EXISTING GRADE 0 ROAD / *W STRUCTURES. \\ / \\------ --- —/ 570 H 570 � 7 � 7 ■ 560 INTX. STA 50+56.54 69TH STREETS.. _ P.T. STA: 51+53.82 P.C. STA: 48+80 BEGIN CURB STA: 42+33.74 EVERGREEN WAY S.E.) GUTTER, SIDWALK, PAVEMENT, & CE' ELEV = 591.32. UTILITY CONSTRUCTION (AHEAD) CE ELEV = 593.59 ELEV = 58720 avnpj � •n.�i' � v^� � � ;roj gi w n � ,q 'n "4 � "' n of voii 'n � M.M 1 1 48+00 49+00 � S i Fr cl ,, _ NgIIoi 5iTW RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS RV DATE: TITLE/POSITION: _ CONFIRMED BY CITY DATE: EXPIRES: 11-07-OZ, 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 CITYt,JAGfNEER DATE PRO ECT REF; FAC 100-0043 Y 31 0 THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBORN'S ENGINEERING DIVISION REQUIREMENTS. Approved By. (_GiGCFdI�✓� Date Approved: jta/�g/ 0000 W N N O O w 2 Z U U y m a o M N ^ t1 M I §I GRAPHIC SCALE 20 0 70 20 40 ( IN FEET ) 1 inch = 20 ft. EVERGREEN WAY S.E and 69TH STREET S.E. EXISTING GRADE 0 ROAD f 610 I N m PROPOSED GRADE 0 ROAD C / 600 / -- "' / 42" MN. COVER 590 SEWERSAWrARY ♦ . WATER MY OF • COWN, WASMarON I / F- �\ HIGH POINT ELEV - 602.27 V ' \ HIGH POINT STA - 55+76.37 \ PN STA s 56+00 , \ PN ELEV t 6D4.00 \ A.D. _ -5.75 6101 \ K = 43.44 _ \ 250.00' VC 600 + o TER MAIN 2590 H 69T H STREET S.E. Q A. G91GA •— QTA. CY111/1 UTLITY CROSSM TABLE CROM WX-RT CLEARAWAE: ADDITIONAL NOTES 24 591.70 (STORM) 592.95 (WATER)- 25 595.40 (STORM) 596.95 (WATER) 1.55' - RECORD DRAWING CERTFTCATION THESE DRAWNGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS BY: DATE: TITLE/POSITION: CONFIRMED BY CITY DATE STA: 53+75.08 - 10.00' LT 1-12"x 6" TEE (MJxFL) 67 1-6" GATE VALVE (FLxMJ) 1-6" F.H. ASSEWKY. CONCRETE THRUST BLOCKING 11 LF 6" D.I.P. CLASS 53 62 285 LF 12" D.I.P. CLASS 52 STA: 55+76.37 - 10.00' LT 63 1-AIR/VAC RELIEF VALVE (LSBL-7) (CONTRACTOR TO FIELD LOCATE AT HIGH POINT OF MAN) STA: 56+60.06 - 10.00' LT 1-12"x 6" TEE (MJxFL) 64 1-6" GATE VALVE (FLxMJ) 1-6" F.H. ASSEMBLY. CONCRETE THRUST BLOCKING 11 LF 6" D.I.P. CLASS 53 65 64 LF 12" D.I.P. CLASS 52 r-0-41 EXPIRES: 11-07-0 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 PROJECT REF: THESE PLANS ARE APPROVED FOR CONFORMANCE WTH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS Approved�� �•. �_ Date Approved: i�/ s s s s I I I I ;z a �8 �m � m Z3 U 23 O PF" 52Z Z2 0.- _Z3 o-2 D IG`z T GRAPHIC SCALE 20 0 10 20 40 ( IN FEET ) 1 inch = 20 ft. �H IGH POINT ELEV = 602.27 MW POINT STA - 55+76.37 PV7 STA - 56+00 PA ELEV = 60400 EVERGREEN WAY S.E and 69TH STREET S.E. + . T► .ice . A - • • i • • - t • • • •• ! • A.D. _ -5.7s 69T H STREET S:E. K = 43.44 250.00" 1C STA: 57+00 t0 STA: 61+4&96 \ 1 = 20 HORIZONTAL / \ 1" = 5' VERTICAL ------------- EXISTING GRADE 0 ROAD LOW POINT ELEV = 566.28 LOW POINT STA = 61+55.54 PVI STA = 61+35.62 PN ELEV = 585.67 A.D. - 5.02 K = 21.90 110.00' VC 9 - 77"/ �IH = oz+u! 50, 4.5a rcl RIM = 587.04' E S) 15" IN = 572.14 IE W) 8" IN- 572.62 E. N 15" OUT = 572.04 / `RiM`�5631`7289 42" MIN. e 12" WATER M COVER _. _. _. _ MAIN - 16,16' LT _ _ - n _ _ + 32 LF 12"V H PROPOSED GRADE 0 ROAD Jn DI CL 52 I E S 12 I(v - O 583.18 I E. (E) 12" O = 583.18 + m m EXCB 21 TYPE 1 rn a W STA = 61+55.38 -V6.76 RT 4' W RIM =. 585.71 W w +00 WATER CONSTRUCTION NOTES STA: 57+24.04 - 10.00' LT STA: 57+24.04 - 32.50' FIT ® 1-12" TEE (FL) 1-12" CAP OR PLUG 73 197 LF 12" D.I.P. CLASS 52 2-12" GATE VALVES (FLxMJ) 70 CONCRETE THRUST BLOCKING 1-12" ADAPTER (FLxMJ) GATE VALVE SHALL REMAIN CLOSED DURING STA: 61+50.3B - 10.00' LT CONSTRUCTION AND MALL REMAIN CLOSED UNTIL REMOVE EX. 12" CAP AND TEMP. BLOW7FF 67 23 LF 12" D.I.P. CLASS 52 THE SERVICES HAVE BEEN PROPERLY FLUSHED. ASSEMBLY AND CONNECT TO EXISTING 72" STUB. STA: 57+24.04 - 32.50' L7 71 229 LF 12' D.I.P. CLASS 52 74 CONTRACTOR TO VERIFY LOCATION, I.E.'S AND FITTINGS PRIOR TO CONSTRUCTION. 1-12" CAP OR PLUG 2.95 _ LT 96"57EE CONTRACTOR ALSO TO NOTIFY ENGINEER OF ANY 68 CONCRETE THRUST BLOCKING i T72"x (MJxFL� HD DISCREPANCIES ACOORDINATE WITH THE CITY GATE VALVE SHALL REMAIN CLOSED DURING FOR ANY ADJUSTMENTS. CONSTRUC77ON AND SHALL REMAIN CLOSED UNTIL 1-6" GATE VALVE (FLxMJ) INSTALL TEMPORARY DOUBLE CHECK VALVE THE SERVICES HAVE BEEN PROPERLY FLUSHED. 1-6" F.H. ASSEMBLY. BACKFLOW PREVENTION ASSEMBLY FOR CONCRETE THRUST BLOCKING TESTING PER DETAIL SHEET 24. 69 43 LF 12" D.I.P. CLASS 52 11 LF 6" D.I.P. CLASS 53 I.E.(N) 12" OUT = 5�3.50 5..d 3_0a% .A-_-3.00X --J- - EX._12" WATER MAIN. LEPLUG 67LF 8"0 PVC SDR35 0 2.GV LE. 573.96 -_ - - -- '.. STA: 61+55.38 END CURB. GUTTER N MATCH WITH EXISTING. ELEV = 586.22 (FIELD VERIFY) H m •$•$�j E UTXm CROSSING TABLE CROWN INVERT CLEARANCE ADDITIONAL NOTES 26 594.92 (WATER) 588,95 (STORM) 5.97' - 27 586.26 (WATER) 587.51 (STORM) 1.25' DEFLECT WATER AS NECESSARY 62+00 RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO 7HE CONTRACTOR'S CONSTRUCTION RECORDS BY. DATE: TITLE/POSITION: CONFIRMED BY CITY DATE: EXPIRES 11-07-02- FOR WATER ONLY THESE PLANS ARE HEREBY APPROVED FOR CONFORMANCE MTH THE CITY OF BONNEY LAKE PUBLIC WORKS STANDARDS AND SPECIFICATIONS. APPROVAL IS VALID FOR A PERIOD OF 72 MONTHS FROM THE DATE OF SIGNATURE 1l PROJECT REF: FAC 100-0043 V15110/ 47 THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENWNEERING DIVISION REQUIREMENTS. Approved By. Date Approved: d d 0o m Jo h a 7M N �o m hpN r � c X iid � c N � W O O N C $ I n n n N rrW^ vi E- U W J �3� id 70 0 LIJ U ® E 3c w W Lu L11 � w U DATE SEALED A•®/ VAK VA y yIF� s �J`RfGISTE"�61r SIONAL F� EXPIRES; 1-31- L PRO.IECT MAOLAM Awry IWrcmMld DIESIGIN C61 end JAL DRAN?I JP- JA IN W ML w bw CHECJ a SEC 6 T 20 It W 5 E PILE NO c UAKr1ARD-soVzan DATE WF06lal SCALE P - w SHEET 23��7�, ' FILE NO 2y_ _ \ `l O'l D PF Z3 � 26 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 &IeNEY LAKE OR THE CITY OF AUBURN. THESE DETAILS SHALL BE ON THE JOB SIZE WHENEVER WATER CONSTRUCTION IS IN PROGRESS. WATER MAIN BLOCKING LSBL-1 FIRE HYDRANT LOCATION LSBL-2 FIRE HYDRANT DETAIL LSBL-3 DEDUCT METER LSBL-4 ADJUSTMENT OF UTILITY LSBL-5 1-INCH AND SMALLER WATER SERVICE LSBL-6 1-INCH AND SMALLER WATER SERVICE MATERIAL LIST LSBL-6A 2-INCH AIR k VACUUM RELIEF VALVE LSBL-7 2-INCH BLOW -OFF ASSEMBLY LSBL-8 TEMPORARY BLOW -OFF ASSEMBLY LSBL-9 WATI93 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 MINIS SULL BE OMIILE 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 42 INCHES. 6. 12" AND UNDER VALVES FOR WATERLINES SHALL BE RESILIENT WEDGE GATE VALVES. VALVES OVER 12" SHALL BE BUTTERFLY VALVES. 7. JOINTS, EXCEPT WHERE 07WMSE REQUIRED O2 SHOWN ON THE DRAWINGS SHALL BE EITHER MECHAICAL-BOLTED TYPE OR PUSH -ON RUBBER RING GASKET TYPE, CONFORMING TO AMERICAN NATIONAL STANDARD A-21.11. 8. PIPE FITTINGS: PIPE FITTNGS 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 AMORDANCE WITH THE "PROCEDURE FOR WATER -PRESSURE TESTING WATER LIMES" 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 NTH THE LATEST PROVISIONS OF AWWA C-601, EXCEPT AS MODIFIED BY THE CITY OF BONIIEY LAKE DEVELOPMENT POLICIES AND PUBLIC WORKS DESIGN STANDARDS, SECTION 4.Q7(14). 11. INSTALLATION OF CORPORATE STOPS, WATER SERVICES, LINES AND METERS SHALL BE PER STANDARD DETAILS LSBL-6 AND LSBL-6A. 12. SERVICE LINES SHALL BE A MINIMUM 3/4 INCH AND SHALL CONFORM TO THE STANDARD DETAILS LSBL-6 AND LSII UNLESS OTHERWISE NOTED ON PLAN. 13. BLOCKING FOR VERTICAL AND HORIZONTAL BENDS SHALL BE PER LAKELAND SOUTH - BONNEY LAKE STANDARD DETAILS NO. LSBL-I. 14. FIRE HYDRANT ASSEMBLIES SHALL CONFORM TO LAKELAND SOUTH - BONNEY LAKE STANDARD DETAILS NO. LSBL-2 AND LSBL-3 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 PWIC WAIT -OF -WAY OR EASEMENTS SHALL BE A9JUSTED TO FINAL GRADE AFTER FINAL PAVING IS COMPLETE INACCORDANCE I M THE LAKELAND SOUTH - BONNEY LAKE STANDARD DETAIL NO. LSBL-5, 17. WATER SERVICES SHALL BE PER DETAILS LSBL-6 AND LSBL-6A. 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-8 OR LSBL-9 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 ARE PROTECTION AND IRRIGATION SYSTEMS, AND TO BE INSTALLED PER LAKELAND SOUTH - BONNEY LAKE DETAIL NO. LSBL-4 AS APPLICABLE. 21. STREET CURBS SHALL BE PAINTED WITH FORMULA QUID-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 CITY OF BONNEY LAKE STANDARD DETAIL NO. LSBL-7. BLOWOFF ASSEMBLY SHALL BE PER CITY OF BONNEY LAKE STANDARD DETAIL NO. LSBL-8. 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). 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 (f) SHALL BE PANTED TRAFFIC YELLOW AND THE DEPTH OF THE SIDE SEWER OR TEE SHALL • INDICATED IN BLACK PAINT ON THE 2 X 4. 2. CONTRACTOR SHALL OBTAIN ANY NECESSARY SIDE SEWER CONNECTION PERMITS FROM THE CITY OF ALIBURN 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 2X MIIMLII ONLESS 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 INS SHEET FOR TYPICAL SIDE SEWER CONNECTION DETAIL. EVERGREEN WAY S.E and 69TH STREET S.E. SANITARY SEWER AND WATER - NOTES AND DETAILS EAST 1/2 OF SECTION 6, MWi 20 NORTH, RAMM 5 EAST, W.K CITY OF AUBURN, PEME COUNTY, WASi- WarON SAW CUT OR EQUAL CUT TO BE UNIFORM AND VERTICAL. (SEAL JOINT W/ EMULSIFIED ASPHALT) EXISTING GROUND LINE OR SUBGRADE NOTES 1. 3" MINUS IMPORTED OR NATIVE MATERIAL MEETING OR EXCEEDING WSD07 STANDARD SPECIFICATIONS 9-03.10 FOR GRAVEL BASE COMPACTED IN MAXIMUM 1' LOOSE LIFTS TO 95% MAXIMUM DENSITY. ANY NATIVE MATERIAL USED SHALL BE TESTED FOR COMPACTION AND/OR GRADATION AS REQUIRED BY THE ENGINEER. 2. BEDDING MATERIAL PER WSOOT STANDARD SPECIFICATIONS 9-03.15 AND 9-03.16 COMPACTED TO 95% MAXIMUM DENSITY, DEPTH OF MATERIAL SURROUNDING PIPE SHALL BE ADEQUATE TO SUPPORT THE PIPE AND TRENCH. 3. ALL FILL SHALL BE COMPACTED TO 95Z MAXIMUM DENSITY. 4. SHORING AND CRIBBING ARE REQUIRED WHERE TOTAL TRENCH DEPTH MEASURED FROM EXISTING SURFACE GRADE TO BOTTOM OF TRENCH EXCEEDS 48". 5. WHEN UTILITY TRENCH PERTAINS TO WATER MAIN INSTALLATION, MINIMUM BEDDING AND PIPE COVER DEPTHS SHALL CONFORM TO COBLOS, STANDARD DETAIL W2 - WATER MAIN TRENCH SECTION. FOR NEW 8" MAIN' 8"x4" REDUCER (FLxFL) FOR NEW 12" MAN 12"x8" REDUCER (FLxFL) 8"x4" REDUCER (FLxFL) FOR NEW 16" MAIN: 16"x12" REDUCER (FLxFL) 12"x8" REDUCER (FLxFL) 8"x4" REDUCER (FLxFL) / NEW WATER MAIN FLANGE COUPLING ADAPTER. SIZE AS REQUIRED TO MATCH NEW WATER MAIN xnrrurx uxru� EXISTING SURFACE (IST LIFT) - ENTIRE 12" I PATCH TO BE COVERED BY SECOND LIFT _F- 3" MIN. COMPACTED DEPTH, 0°0°0°0° II - ASPHALT CONCRETE CLASS B °°°°°0 O 000°0° ° 12" COMPACTED DEPTH, 5/8" MINUS oo000000 nl� CRUSHED SURFACING TOP COURSE ' = SEE NOTE i SEE NOTE 2 MAXIMUM WIDTH SHALL BE PIPE I.D. PLUS 24" 7FENCH AI PA7CH • 4" DBL. CHECK VALVE ASS'Y. `4" GATE VALVE (FLxFL) 2" PRESSURE TESTING ASS'Y, 4" BLIND FLANGE W/ 2" IRS TAP 2" PIPE (SxS) LENGTH TO FIT 2" GATE VALVE (SxS) COUPLING PER CITY REQ'S NEW WATER MAIN LENGTH AS REQUIRED "I •1 MATCH NEVI' WATER MAIL CLASS AND SIZE VVMEVlION DE7.Aj- N.T.S. FOR EXIST. 8" MAIN; 8"0" REDUCER (FLxFL) FOR EXIST 12" MAIN: 12"xB" REDUCER (FLxFL) 8"x4" REDUCER (FLxFL) FOR EXIST 16" MAIN: 16"xl2" REDUCER (FLxFL) 12"x8" REDUCER (FLxFL) 8"x4" REDUCER (FLxFL) WATER MAIN 8" GATE VALVE FLANGE COUPLING 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. PER CITY RED'S � EX. WATER MAIN 8" GATE VALVE ATTACH 4" DISCHARGE HOSE 4" GALV IRON PIPE THREADED LENGTH i0 FIT 4" GALV 90' BEND 4" GATE VALVE 4" DALY IRON PIPE THREADED LENGTH TO FIT RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS BY: DA 7E: TITLE/POSITION: CONFIRMED BY CITY DATE: 4" 90' WITH 4" CLOSE NIPPLE BETWEEN CAP/BLIND FLANGE AND 4" 90' BEND PROVIDE CONCRETE THRUST BLOCKING (NOT SHOWN) EXPIRES 11-07-02, 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 30 O) CI Y ENGINEER DATE PROJECT REF. THESE PLANS ARE APPROVED FOR CONFORMANCE NTH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS. Approved By. - Date Approved: oaoo OJ b b h yWy a U Q Z3 0).D149.1 1.) GENERAL ALL PAVEMENT MARKINGS SHALL CONFORM TO THE REQUIREMENTS OF THE STANDARD SPECIFICATIONS OF THE CITY OF AUBURN. THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) AND TO THE NASI MGTON STATE DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR ROAD, BADGE AID MUNICIPAL CONSTRUCTION, AS ADOPTER BY THE CITY. A.) - ALL PAVEMENT MARKING USED 70 SEPARATE OR CHANNELIZED TRAFFIC SHALL BE PER STANDARD DETAIL TRLM-1. RAISED PAVEMENT MARKINGS ARE PREFERRED FOR ARTERIAL STREET DIANNEUZATDN. PANT HILL BE ACCEPTABLE FOR NON -ARTERIAL CHANEUZATION. A 4-MCH-VIDE NOTE STRIPE IS PERMITTED FOR FOCUINE'S M ALL CASES B.) - ALL PAVEMENT MARKINGS MUST BE LAID OUT WITH SPRAY PAINT AND APPROVED BY THE CITY ENGINEER PRIOR TO PERMANENT INSTALLATION. APPROVAL MAY REQUIRE A THREE WORKING DAY ADVANCE NOTICE TO HAVE FIELD LAY -OUT APPROVED BY THE CITY ENGINEER OR TO MAKE ARRANGEMENTS TO MEET INE IRAPRC ENO EER ON SIE DURING INSTALADpI. 2.) CROSSWAV. ALL CROSSWALKS SHALL BE A PIANO KEY OR LONGITUDINAL BARS CONSISTING OF WNITE THERMOPLASTIC MATERIAL THE POSITION OF THE CROSS BARS SHOULD BE SPACED IN SUCH A WAY AS TO ALLOW MAJORITY WHEEL TRAFFIC TO PASS IN THE UNPAINTED SPACE. SEE STANDARD DETAILS TRLM-3. 3.) SIGNING: CITY OF AUBURN USES 1996 IIANUAL ON UNIFORM TRAFFIC CONTROL DEVICES " (MUTCD) WITH REW90NS AS A GUIDELINE FOR SIGNING EXCEPT AS MODIFIED. 4.) THE BUILDER OR DEVELOPER SHALL 1E RESPONSIBLE FOR PROVIDING AND INSTALLING ALL TRAFFIC CONTROL XW* NCLIBM6 BUT NOT LIMITED TO STREET NAME SIGNS, REGULATORY SIGNS (INCLUDING STOP AND NO PARKING). WARNING 30I5, BARRICADES AND BNCYOE/PFDESIRIAN SIGNS AS REQUIRED. (SEE DETAILS TRSP-1 AND TRSP-2.) 5.) CONSTRUCTION AREA IRAFFIC CONTROL: THE CONTRACTOR SHALL BE IESPO NSE4E TO PROVIDE AND MAINTAIN ALL SIGNS, BARRIERS, WARNING LIGHTS, STRPMG, AM FLAG CONTROL REDARED FOR MAINTAINING PUBLIC SAFETY IN CONSTRUCTION AREAS TRAFFIC CIMIROL SHALL BE MAINTAINED AT ALL TOES MEN CONSTRUCTION IS IN PROGRESS ON ALL STREETS, AND ACCESS POINTS M THE CONSTRUCTION AREA. NO CONSTRUCTION AREA TRAFFIC CONTROL ACTNTES WILL BE PERMITTED WITHOUT AN APPROVED TRAFFIC OWIRDL PLAN. PLANS STALL BE SUBMITTED TO THE CITY OF AIMURN FOR REVIEW PRIOR TO ANY CONSTRUCTION ACTIVITIES IN THE PUBLIC RIGHT-OF-WAY. 6.) BARRICADES: TEMPORARY AND PERMANENT BARRICADES SHALL CONFORM TO THE STANDARDS DESCI BED IN SECTION 6C-8 OF THE MANUAL ON INFORM TRAFFIC CONTROL DEVICES (MUTTO) AND STANDARD DETAIL STBL-I. 7.) TYPE III BARRICADES MAY EXTEND COMPLETELY ACROSS THE STREET (AS A PENCE). WHERE PROVISION MUST BE MADE FOR ACCESS OF EQUIPMENT AND AUTHORIZED VEHICLES, THE TYPE II BARRICADES MAY HE PROVIDED WITH MOVEABLE SECTIONS THAT CAN BE CLOSED MIEN WORK IS NOT IN PROGRESS, OR WTH INDIRECT OPENINGS THAT WILL DISCOURAGE PUBLIC ENTRY. MERE ,GIB SITE ACCESS IS PROVIDED DNDUGH I►E TWPE B BARRICADES. THE DEVELOW/CONTRACTOR SHALL ASSIE PROPER CLOSURE AT THE END OF EACH NORONG DAY. 8.) ALL COIFI.ICTMG STRIVING SHALL BE REMOVED PC. STA: 5+23.58 GRAPHIC SCALE 40 0 20 40 HM ( IN FEET ) 1 inch = 40 ft. EVERGREEN WAY S.E and 69TH STREET S.E. GRAPHIC SCALE ( IN FEET ) 1 inch = 40 ft. CHANNELEATM PLAN - STA: 0+00 TO STA: 14+00 EAST 1/2 OF SECTION 6, TOWNSW 20 NORTH, RANGE 5 EAST, W"M, CITY OF AUBUFK PERCE COUNTY, W TON l f 8" SOLID MITE CHANNEUZATION LINE e R;1B7 1x 6 / B" SOLID MITE CHANNELIZAPON LINE + o 0 EVSFURMY WAY aE I r fi 0 8" SOLID WHITE CHANNELIZATION LINE Q 4x R--22;, Rs22T h? h lea J2. 31LQ, p, S` AF DOUBLE 4" YELLOW STRIPE �1 Ig DOUBLE 4" YELLOW STRIPE ' PT. STA: 12+21.48 CONSTRUCTION NOTES: OSTOPSIGN (RI -I) w/TOP MOUNT STREET NAME SIGNS, STREET SIGNS SHALL BE PER CITY OF AUBURN STANDARD DETAILS TRSP-1, TRSP-2, AND TRSP-3. OSTOP BAR - 18" WIDE. WHITE, REFLECTORIZED THERMOPLASTIC, OR OTHERWISE APPROVED BY THE CITY OF AUBURN. RECORD DRAWING CERTIFICATION THESE DRANMNGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS BY DATE: TITLE/POSITION: CONFIRMED BY CITY DATE: KEY MAP 8•%q.OY EXPIRES, 11-07-01 PRO ECT REF: THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS. � 3 ` a000 N 0 1 I I I 4 C R F3 4 V ♦ n �v IMF" S'_,: GS J: -& 02 D l`6). EVERGREEN WAY S.E and 69TH STREET S.E. CHANNE-LOAMN PLAN EAHr 1/2 OF .: MY OF AUBUW -E NN �N SEE A80W FOR EVERGREEN WAY S.E. CHANNELIZATION GRAPHIC SCALE 2s w too 6' sauo N41TE CHANN[LIZAMM UhE INT%.: 7 62. (L ((6L N STREET SE.) = STA: 74+12.'1 (LAKEIAND HILLS WAY) 50' 10' 45' u' 45' 45' 10' 100' 2 A,1.N FEETIQ ) 8 8 a ! i $OOMI£ 4' IFAlAO' MWY 1 I inch = 50 ft. $ $ g Yi >" STA: 51+01.,W 8 $ 8 $ + + + $ t + STA: 51+06.50 $ $ �' m ,<- G y n H H e ZS' RADAIS POINT M 3 W7H S F*EL 1 R�IBOb � 12' .1 aL 2 a — 12 _ I 51 7211' 57+00 1258,R:227' 12' :??Y 12' 62+ I — 12' P7. STA: 51+53.82 6• sab OII7E CI1AN4ll7AA0N L1K INiX. STA: 42+33.74 (EVERGREEN WAY S.E.) HOE: ALL SMIM WEST OF STAMN 5DJ25 NIIL = STA: 50+56.54 (69TH ST S.E.) BE WSTALLM OWN THE FURK EXRN" OF STA: 50+25 69M ST S.E. CONIONIES NEST commIAMON INSTALL 2-TYPE III NTH JW CITY OF AUBURN TRAFFIC mom VIOL BE hECESSIRY MW 10 CONSWIUCWt BARRICADES TEMPORARY) PER C.O.A. S ANDARD DETAIL STBA-1 CHANNELIZABON / TRAFFIC CONTROL NOTES 1.) GENERAL: ALL PAVEMENT MARKINGS SHALL CONFORM TO THE - - - - REQUIREMENTS OF THE STANDARD SPEOFICAMINS OF THE OTY OF AUBURN. THE MANUAL ON UNIFORM TRAFFIC CONTROL DEWES *TCO) AND TO THE WASHINGTON STATE DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MONpPA CONSTRUCTION, AS ADOPTED BY THE CITY. A) - ALL PAVIE ENT MAKING USED TO SEPARATE OR CNAMNELIZED TRAFFIC SHALL BE PER STANDARD DETAIL TRIM -I. RAISED PAV ANT MARKINGS ARE PREFERRED FOR ARTERIAL STREET CHANNELIZATION. PANT WILL BE ACCEPTABLE FOR NON -ARTERIAL CHANNELIZATION. A 4-INGN-NOE NNTE STRIPE IS PERMITTED FOR FOGLNNES IN ALL CASES. &) - ALL PAVEMENT MARKINGS MUST BE LAID OUT NTH SPRAY PANT AND APPROVED BY THE CITY ENGINEER PRIOR 10 PIENNI ENT INSTALLATION. FIELD LAY -OUT APPROVED BY THE CITY ENG04IR OR TO MAKE ARRANGEMENTS TO MEET IHE TRAFFIC ENGINEER ON SITE DURING 2.) CROSSWALK: ALL CROSSWALKS SHALL BE A PIANO KEY OR LONOTUDNAL BARS CONSISTING OF ANTE THERMOPLASTIC MATERIAL THE POSITION OF THE CROSS BARS SHOULD BE SPACED N SUCH A NAY AS TO ALLOW MAJORITY WHEEL TRAFFIC TO PASS IN THE UNPAINTED SPACE. SEE STANDARD DETAILS TRLM-3. 3.) SIGNING. CITY OF AUBURN USES 1998 VANDAL ON UNIFORM TRAFFIC CONTROL DEVICES - (MUTCD) NTH REVISIONS AS A OII.DDINE FOR SIGNING EXCEPT AS MOOFIED. 4.) THE BORDER OR DEVELOPER SHALL BE RESPONSIBLE FOR PROMOIIG AND INSTALLING ALL TRAFFIC CONTROL SIGNS, MtlCLUDING BUT NOT LAMMED TO STREET NAME SINS, REGULATORY SINS (INCLUDING STOP AND NO PARING), WARNING SINS, BARRICADES AND BICYCLE/PEDESTRIAN SLOTS AS REQUIRED. (SEE DETALS TRSP-1 AND TRSP-2.) 5.) CONSTRUCTION AREA TRAFFIC CONTROL THE CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE AND MAINTAIN ALL SIGNS, BARRIERS, WARNING LIGHTS, STRIPING, AND FLAG CONTROL REONRED FOR MAINTAINING PUBIC SAFETY IN CONSTRUCTION AREAS TRAFFIC CONTROL SHALL BE MANTAIED AT ALL TIES MEN CONSTRUCTION IS IN PROGRESS ON ALL STREETS, AND ACCESS POINTS IN THE CONSTRUCTION AREAL NO CONSTRUCTION AREA TRAFFIC CONTROL ACTIVITIES MIL BE PERMITTED WITHOUT AN APPRDVED TRAFFIC CONTROL PLAN. PLANS SHALL BE SUBMITTED TO THE CITY OF ALSUN FOR REVIEW PRIOR TO ANY CONSTRUCTION ACTIVITIES IN THE PUBLIC RIGHT-OF-WAY. INTX. STA: 57+19.04 6.) BARRICADES TEMPORARY AND PMW41ENT BARRICADES SHALL CONFORM TO THE STANDARDS DESCRIBED N SECTION 6C-8 OF THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES fM M) AND STANDARD DETAIL STB.-I. 7.) TYPE I BARRICADES MAY EXTEND COMPLETELY ACROSS THE STREET (AS A FENCE). METE PROVISION MUST BE MADE FOR ACCESS OF E"MENT AND AUTHORIZED VEHICLES, THE TYPE M BARRICADES MAY BE PROVIDED NTH MOVEABLE SECTIONS THAT CAN BE CLOSED MIEN WORK IS NOT IN PROGRESS, OR NTH NVI E'CT OPENINGS THAT WILL DISCOURAGE PUBIC ENTRY. WHERE JOB SITE ACCESS IS PROVIDED THRO!" THE TYPE W BARRICADES, THE DEVELOPER/CONTRACTOR SHALL ASSURE PROPER CLOSURE AT THE END OF EACH MORKNG DAY. B.) ALL CONFLICTING STRIPING SHALL BE REMOVED. 12' 8' S" WNTE CHANNEUTANK LHE DIX1BU: 4' 1ELLOW STRIPE CONSTRUCTION NOTES OSTOPSIGN (R1-1) w/TOP MOUNT STREET NAME SIGNS, STREET SIGNS SHALL BE PER CITY OF AUBURN STANDARD DETAILS TRSP-I, TRSP-2, AND TRSP-3. OSTOP BAR - IS- ME, WHITE, REFLECTORIZED THERMOPLASTIC, OR OTHERWISE APPROVED BY THE CITY OF AUBURN. RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS BY DA TE: TITLE/POSITION: CONFIRMED BY CITY DATE: 14J EXPIRES 11-07-02, PROJECT REF: THESE PLANS ARE APPROVED FOR CONFORMANCE NTH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS. Approved By. Date Approved: I i X n � 3 0000 a� sus a M N ^ X � omrn NYh h O T k CT V h ON �1 a Wr^ VLi r W W r�r^ Vf co AFI W3 vi Z W Lu Lu r ICIA'M SEALM FF 1 w EXPIRES: 1-31- Ol— PFKXC-CT IMNAo3M Jwry elNMMIMI a:71 GRAPHIC SCALE 50 0 25 50 100 ( IN FEET ) 1 inch = 50 ft. STORM C0094ECTION TO L.T.P.E. 1" = 50' HORIZONTAL i" = 20' VERTICAL ZIA = lljt - Z"4 AI RIM= 435.25 -_ I.E. (N) 12' OUT = 431.75 63 LF 12'4 S.D. 0 0.40% $IA = 113+W - Za. LI 7M - 435.49 .E. (E) 30' IN = 430.D0 _ EXCBf30. TYPE i E ((I5/), 12' IN 431.50 E A = - 36' OUT - 429.50 RIM = 445.25 I.E. (N) 12- OUT = 441.75 )IA - ll T -.. 4all LI RIM = 445.49 LE (E) 30'. IN - 439.50 I.E. ((NSj7 12' IN= 439.50 I.E. 30' OUT - 439.50.. EXISTING GRADE —IIO LF - w 63 LF 12"4 S.D. 0 3.57X EVERGREEN WAY SI E and 69TH STREET S.E. vol l 1 1... O.,.. 1.1.1 `A' 32.5 0 2.0OX 1RSCOPI.. I N `f' "1 '— m R 1 StA - 575.00393-255.32' Li 520 I.E. NE 30' IN= 565.00 �'V Q I.E. 30' OUT - 565.00 480 OUTFALL CONVEYANCE SYSTEM STATIONED OFF OF LAKE TAPPS PARKWAY EAST 35 LF f 36"0 DRISCOPIPE 1000 SOR 325 0 20.00% f S A = 117+02.94 - 62.56' LT RIM = 457.00 t I.E. I!) 36" IN = 449.50 I.E. W OUT = 449.00 (CH ff MANHOLE BOTTOM) TCHANNELJZE F440 �4 II II I jd3�Et I _- MATERIAL TO BE— ASTM A 36 1/4" PLATE GALVANIZED AFTER FABRICATION PER ASTM A 123 ALL HOLES 3X4" DIAL 3" /4 BARS 0 12" C/C GRID ea T a 30'0 DRISCOPIPE 10001 SDR 26 - FLANGE ADAPTER I 1 30"0 DPoSCOPIPE 1000 SDR 32.5 14'f a CLASS 3000 CONCRETE 0 T 4 4 d. s LADDER CB /36 TYPE 2 - 60'0 6" W. e SLOTS TD BE \ " i 19/� x1/4 = PIPE STAKES PI d7F AFTaI NOTES: 1. THE FIRST ANCHOR SHALL BE INSTALLED ON THE FIRST SECTION OF THE LONER END OF THE PIPE AND REMAINING ANCHORS EVENLY SPACED THROUGHOUT THE INSTALLATION. 2. IF THE PIPE BEING INSTALLED HAS A MANHOLE OR CATCH BASIN ON THE LONER END OF THE PIPE, THE FIRST PIPE ANCHOR MAY BE ELIMINATED. J. COUPLING BAND SHALL ALLOW 1/8" CLEARANCE FOR PIPE EXPANSION AND CONTRACTION. P.M BAND BAND COLLAR (2" PIPE) 0 4r . .. 1/4f t -�1/4• PLATE (SEE DETAIL) ,,--MATERIAL TO BE ASTM A 36 GALVANIZED AFTER FABRICATION PER ASTM 1-1/2"x 6' STAKE A 153 FLATTEN TO POINT EACH SIDE OF CULVERT ANCHOR ANY N.T.S. RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS BY: DATE: DTLE/POSmoN: CONFIRMED BY CITY DATE: I .1 2' MIN. S•zl.bi EXPIRES 11-07-♦ PROJECT RER FAC ODO-0043 t13110/ THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS. Approved By. Dote Approved: 0 o S o I I I I W W YWY W m a o ab osb IJr o $Zp 27 )F 2 o-xD )&la ,3y'90 i ° 00 \ J5� I wo 49xp0 � I b i y 56,00 B Li f j f7+00 r CON 17NUA110N PrA° 41f()o ml lye 51+00 .. _. 52+00 L 53+00 - '.. wo0... NTH STILT SE x + - 19+00 GRAPHIC SCALE 50 0 25 50 100 ( IN FEET ) 1 inch = 50 ft. LUMINAIRE SCHEDULE POLE NUMBER STATION STREET SERVICE / CRCUIT WATTAGE POLE TYPE HEIGHT ARM LENGTH Lt 61+49 20' RT 69TH STREET S.E. 1-A 100 ALUMNIUM 30 FT 8 FT L2 59+95 20 LT 69TH STREET S.E. 1-A 100 ALLANNIM 30 FT 8 FT L3 57+80 20' RT NTH STREET S.E. 1-A 100 ALUTANINNA 30 FT 8 FT L4 YM 20, LT 69TH STREET S.E. 1-A 100 ALUMIIIIIIIAd 30 FT 8 FT L5 54+10 20' RT 09TH STREET S.E. 1-A 100 ALUMINUM 30 FT 8 FT L6 52+25 20' LT 69TH STREET S.E. 1-A 100 ALUMINUM 30 FT 8 FT L7 50+52 20, RT 69TH STREET S.E 1-A 100 ALUMNIMJM 30 FT 8 FT L8 40+70 20' LT EVERGREEN WAY S.E. 1-A 100 ALUANNUM 30 FT 8 FT L9 3" 20' RT EVERGREEN WAY S.E. 1-A 100 ALUMN IUM 30 FT 8 FT L10 37+00 20' LT EVERGREEN WAY S.E. 1-A 100 ALUMNA 30 FT 8 FT L11 34+84 20' RT--EVERGREEN WAY S.E. 1-A 100 ALUMINUM 30 FT 8 FT L12 33+05 20- LT EVERGREEN WAY S.E. 1-B 100 ALUMINUM 30 FT 8 FT L13 31+14 20' RT EVERGREEN WAY S.E. 1-B 100 ALUMINUM 30 FT 8 FT L14 29+26 20' LT EVERGREEN WAY S.E. 1-B 100 ALUMINUM 30 FT 8 FT L15 27+45 20, RT EVERGREEN WAY S.E. 1-B 100 ALUW4UM 30 FT 8 FT Lib 25+56 20' LT EVERGREEN WAY S.E. 1-B 100 ALUMINUM 30 FT 8 FT Liz 23+71 20' RT EVERGREEN WAY S.E. 1-B 100 ALUMNNIM 30 FT 8 FT 1.14 21+68 20 LT EVERGREEN WAY S.E. I-B 100 ALUMINUM 30 FT 8 FT L19 20+00 2V RT EVERGREEN WAY S.E. I-B 100 1 ALUMINUM 30 FT 8 FT L20 1 20' LT EVERGREEN WAY S.E, 1-B 100 ALUMINUM 30 FT 8 FT L21 16+25 20, RT EVERGREEN WAY S.E. 1-B 100 ALUMINUM 30 FT 8 FT -A Le r OF AUBURN SERVICE CABINET r� 23+00 -.55+00 -. .. _L,4 57+00 _. 584-M _. _ .. 59+00 CO DUR i VW SCHEDULE RUN CONDUR S12E MIRE COMMENTS 2 - 08 FROM LIGHT POLE FOUNDATION TO JUNCTION 1 2" RGS 1- 88 GRID BOX AND ROADWAY CROSSING 2 2' PVC 2- 08 JUNCTION BOX TO JUNCTION BOX 1 3 rpm 3-82 NOTE: CONDUIT SHALL BE PVC SCHEDULE 40, UNLESS CONDUIT ENTERS INTO LIGHT POLE FOUNDATION FROM JUNCTION BOX OR IT'S A ROADWAY CROSSING. PUGET SOUND ENERGY POWER POINT LOCATIONS TO BE DETERMINED IN THE FIELD WITH PSE PERSONNEL. GRAPHIC SCALE 50 0 25 50 IW ( IN FEET ) 1 inch = 50 ft. 24+00 _ 1 _.- A J, k r 8;.' 0 Legend PROPOSED CONDUIT } PROPOSED STREET LIGHT 3 m PROPOSED TYPE 1 JUNCTION BOX ® PROPOSED 120/240 VAC SERVICE CABINET PER CITY OF AUBURN n i SPECIFICATIONS GENERAL NOTES 1 ALL CONDUITS SHALL BE 2 INCH SCHEDULE 40 PVC, EXCEPT WHERE CONDUITS CROSS ROADWAYS, THE CONDUIT SHALL BE RIGID. 2 ALL JUNCTION BOXES SHALL BE LABELED NTH "LT" ON THE GALVANIZED LID PER AUBURN DETAIL SHEET TRSL-4. 3 STREET LIGHT POLES SHALL BE ALUMINUM 30 FEET TALL WITH AN 8 FOOT LUMINAIRE ARM. THE FIXTURE SHALL BE 120/240 VOLT AND BE 100 WATTS. 4 EACH STREET LIGHT FOUNDATION SHALL HAVE A TYPE 1 JUNCTION BOX LOCATED BY IT, AND HAVE A 3 FOOT BY 7 FOOT BY 4 INCHES THICK CONCRETE PAD AROUND THE TWO FEATURES PER AUBURN DETAIL SHEET TRSL-1. 5 SERVICE CABINET SHALL BE METERED WITH PHOTOCELL ON CABINET PER CITY OF AUBURN SPECIFICATIONS DRAWING TRSL-3. 6 ALL WORKMANSHIP, MATERIALS, AND TESTING SHALL BE IN ACCORDANCE WITH THE MOST CURRENT CITY OF AUBURN / WASHINGTON STATE DEPARTMENT OF TRANSPORTATION / APWA SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION, AND NATIONAL ELECTRICAL CODE AS APPLICABLE UNLESS OTHERWISE SPECIFIED. IN CASES OF CONFLICT THE MOST STRINGENT GUIDELINES SHALL APPLY. WHEN THE MOST STRINGENT GUIDELINES ARE UNCLEAR, THE DIRECTOR OF PUBLIC WORKS SHALL MAKE THE FINAL DETERMINATION. 7 ALL SAFETY STANDARDS AND REQUIREMENTS SHALL BE COMPLIED WITH AS SET FORTH BY THE WASHINGTON STATE DEPARTMENT OF LABOR AND INDUSTRIES. RECORD DRAWNG CERT*XATION THESE DRANWGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS BY: DATE: TITLE/POSITION: CONFIRMED BY CITY DATE: PROJECT REF: FAC 111 00-0043 Q' 3/ e/ THESE PLANS.ARE APPROYED FOR CONFORMANCE IMTH THE CITY OF AUBURN'S ENGINEERING DIOSION REQUIREMENTS. Approved By. Date Approved: 3 O A00lu Z p a I Lj C �eeeeee W L'i A.f JJJ4! �A �Q19TB e9'2lpMA4 U Z Q' 9 N O Q N 52 a ppp _ 3 Q W a o I W p n W "I o I — SCALE: 1 INCH - 50 FEET DATE: 05110101 DRAWING NUMBER EVERGREEN WAY S.E. T. .E. N0.S26B71 SHEET El OF E7 PF ° 5"z2 :-d '{ 2.3 o:i D 1691