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HomeMy WebLinkAbout02D1665GRAPHIC SCALE 100 0 50 100 200 ( IN FEET } 1 inch = 100 ft. LEGAL DESCRIPTION A PARCEL OF LAND IN THE SOUTHEAST QUARTER OF SECTION 6, TOWNSHIP 20 NORTH, RANGE 5 EAST OF THE WILLAMETTE MERIDIAN, PIERCE COUNTY, WASHINGTON, AND MORE SPECIFICALLY DESCRIBED AS FOLLOWS: BEGINNING AT THE EAST QUARTER CORNER OF SAID SECTION 6; THENCE SOUTH 01' 43'16" WEST ALONG THE EAST LINE THEREOF 1,141.82 FEET; THENCE NORTH 8817'02" WEST 241.52 FEET TO THE BEGINNING OF A CURVE CONCAVE SOUTHERLY AND HAVING A RADIUS OF 627.50 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 21'18'38" A DISTANCE OF 233.39 FEET TO THE BEGINNING OF A COMPOUND CURVE CONCAVE SOUTHEASTERLY AND HAVING A RADIUS OF 35.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 93'58'17" A DISTANCE OF 57.40 FEET TO A POINT OF CUSP WITH A CURVE CONCAVE EASTERLY, HAVING A RADIUS OF 2,503.50 FEET AND TO WHICH POINT A RADIAL BEARS SOUTH 6626'03" WEST, THENCE NORTHERLY AND CLOCKWISE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 17'13'37" A DISTANCE OF 752.72 FEET, THENCE NORTH 06 20'20" WEST 435.49 FEET TO THE BEGINNING OF A CURVE CONCAVE WESTERLY AND HAVE A RADIUS OF 4,381.50 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 0102'29" A DISTANCE OF 79.64 FEET TO THE EAST -WEST CENTERLINE OF THE AFOF43"TIONED SECTION 6; THENCE SOUTH 883436" EAST, ALONG SAID EAST -WEST CENTERLINE, A DISTANCE OF 776." FEET TO THE POINT OF BEGINNING. 00 N Z2iQ SITE DATA: SITE ADDRESS: NORTHEAST OF THE LAKELAND HILLS WAY AND LAKELAND HILLS LOOP ROAD INTERSECTION. SITE AREA: 781,004E S.F. (17.93t ACRES) EX. ZONING: SFD-4 NO. OF LOTS/UNITS: 103 TOTAL IMPERVIOUS COVERAGE: 10.13t ACRES PERIMETER YARD SETBACKS: FRONT YARD: 15 FEET SIDE YARD: 5 FEET (INTERIOR) 10 FEET (STREET SIDE) REAR YARD: 15 FEET UTILITIES: WATER: CITY OF BONNEY LAKE SEWER: CITY OF AUBURN POWER: PUGET SOUND ENERGY TELEPHONE. QWEST a a `�- ----- - k4 AREA 18 at LAKELAND ^LGON^ PACIFlC COVER SHEET r.LINGsoN RD A POR71ON OF THE N.E. 114 OF THE S.E.114 OF SECTION 6, TOWNSHIP 20 NORTH, RANGE 5 EAST, W.M., C17Y OF AUBURN. WASHINGTON ENGINEER/SURVEYOR: APEX ENGINEERING, P.L.L.C. 2601 SOUTH 35th STREET, SUITE 200 TACOMA, WASHINGTON 98409 A TTN: JERR Y WAKEFIELD PH.# (253) 473-4494 OWNER/DEVELOPER= EVERGREEN TUCCI PARTNERS, L.L.C. 1302 B PUYALLUP STREET SUMNER, WASHINGTON 98399 ATTN: JAY BABCOCK PH. # (253) 891- 7995 DATUM CNGVD29 VERT) NAD27 (CITY OF AUBURN) PARCEL NUMBER: 062005-4-009 � DNSTRUCTION SEQUENCE 1. CALL ONE -CALL LOCATE FOR THE LOCATION OF EXISTING UTILITIES IN AREAS CRITICAL TO DESIGN (1- 800- 424- 5555). 2. HOLD PRECONSTRUCTION CONFERENCE WITH CITY OF AUBURN. 3. INSTALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES AS IDENTIFIED ON SHEET 2 AND 3, AND BY THE G.D.E.S.C. CONSTRUCTION SEQUENCE ON SHEET 2. 4. CALL CITY OF AUBURN FOR INSPECTION. 5. CONTRACTOR AND DEVELOPER WILL BE RESPONSIBLE FOR ADDITIONAL EROSION CONTROL MEASURES AS NECESSARY. 6. GRADE PROJECT TO PLAN GRADES. 7. INSTALL SANITARY SEWER SYSTEM. 8. INSTALL STORM SYSTEM. 9. INSTALL WATER SYSTEM. 10. INSTALL ALL OTHER 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 AUBURN FOR SITE INSPECTION. GRADING OUANTITIES= CUT - 90, 465t C. Y. FILL - 46,053E C. Y. NET - 44,412t C.Y. (CUT) NOTE: THE ABOVE QUANTITIES ARE ESTIMATES ONLY. THEY ARE INTENDED FOR THE PERMITTING PROCESS. DO NOT USE FOR BID PURPOSES. THE QUANTITIES DO NOT HAVE STRIPPING, CUT OR FILL ADJUSTMENTS FACTORS APPLIED TO THEM AND WILL VARY DEPENDING ON THE SOIL CONDITIONS. GENERAL CONSTRUCTION NOTES: 1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE CITY OF AUBURN'S REQUIREMENTS AND SPECIFICATIONS. 2, ALL WORK SHALL CONFORM TO THESE DRAWINGS AND THE RULES AND REGULATIONS OF THE "WASHINGTON STATE DEPARTMENT OF TRANSPORTATION (WSDOT/APWA) STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION" LATEST EDITION, EXCEPT WHERE SUPPLEMENTED OR MODIFIED BY THE CITY OF AUBURN STANDARD DETAILS AND DEVELOPMENT PROJECT SPECIFICATIONS. 3. THE CONTRACTOR IS REQUIRED TO HAVE A COPY OF CITY OF AUBURN STANDARD CONSTRUCTION NOTES, DETAILS AND SPECIFICATIONS AVAILABLE AT THE JOB SITE ALONG WITH A COPY OF THE APPROVED DEVELOPMENT PLANS. 4. A PRE -CONSTRUCTION MEETING SHALL BE REQUIRED PRIOR TO ANY ON -SITE WORK FOR ALL PUBLIC FACILITY EXTENSION PROJECTS. 5. LOCATIONS SHOWN FOR EXISTING UTILITIES ARE APPROXIMATE. IDENTIFICATION, LOCATION MARKING AND RESPONSIBILITY FOR UNDERGROUND FACILITIES OR UTILITIES IS GOVERNED BY THE PROVISIONS OF CHAPTER 19.122 REVISED CODE OF WASHINGTON. PRIOR TO STARTING, CONSTRUCTION, THE CONTRACTOR SHALL CALL ONE -CALL (1-800-424-5555) FOR UTILITY LOCATIONS (WATER, SANITARY SEWER, STORM SEWER, GAS, POWER, TELEPHONE AND TELEVISION). 6. THE CONTRACTOR IS CAUTIONED THAT OVERHEAD ELECTRICAL LINES ARE NOT SHOWN ON THE DRAWINGS. THE CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE EXTENT OF ANY HAZARD CREATED BY OVERHEAD ELECTRICAL POWER IN ALL AREAS AND SHALL FOLLOW PROCEDURES DURING CONSTRUCTION AS REQUIRED BY LAW AND REGULATION. 7. TRAFFIC CONTROL AND STREET MAINTENANCE FOR SAFETY OF THE TRAVELING PUBLIC ON THIS PROJECT SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND ALL METHODS AND EQUIPMENT USED WILL BE SUBJECT TO THE APPROVAL OF THE CITY OF AUBURN. CONTRACTORS AND THEIR SURETY SHALL BE LIABLE FOR INJURIES AND DAMAGES TO PERSONS AND PROPERTY SUFFERED BECAUSE OF CONTRACTORS OPERATIONS OR NEGLIGENCE CONNECTED WITH THEM. (CONTINUED ON SHEET 6) Q FW- w 00 PROPOSED SIDEWALK -! PROPOSED ASPHALTIC PAVEMENT PROPOSED CENTERLINE - - - - - - - - - - - - PROPOSED EASEMENT PROPOSED FLOWLINE ---- -- - PROPOSED SANITARY SEWER LINE PROPOSED STORM DRAIN LINE PROPOSED WATER LINE -- - PROPOSED CONDUIT LINE ---------------------- PROPOSED ROOF DRAIN - 6" PVC 0 1X MIN. ----------- PROPOSED ROOF DRAIN - 8" PVC 0 1' MIN. EXISTING PROPOSED U Q) i 13RD AVE 0 KING IERCE rn D Q° 4V) z w KM�ti WNTY ST AKE`� ?D w AV �,g a m m P('PFFN 1 qK f TAPPS VICINITY MAP SCALE 1 " _ 114 MILE ® Q TYPE It CA TCH BASIN ■ CATCH BASIN BENCHMARK T.E.M. Q SANITARY SEWER MANHOLE O © ROOF DRAIN CLEAN OUT BRASS MON. AT S.E. CORNER OF B.N.R.R. CENTER OF SANITARY SEWER MANHOLE LID 5' NORTH BRIDGE SPANNING THE STUCK (WHITE RIVER) AND 6' WEST OF INTERSECTION OF EVERGREEN WAY S.E. 1�1 CROSS (REFERED TO UNDER PIERCE COUNTY DATUM AS AND 58th PL. S.E. ELEVATION 572.50 (AUBURN) tD oil TEE B.M. 0-11 (USGS) STD. DISK STAMPED "100 1913" HORIZONTAL BEND ELEVATION = 100.42 (CITY OF AUBURN) AIR RELEASE VALVE If t BLOW OFF SHEET INDEX Q Ak FIRE HYDRANT pQ N GATE VALVE SKEET I COVER SHEET SHEET 2 GRADING AND T.E.S.C. PLAN - NORTH H AIF ® im WATER METER SHEET 3 GRADING AND T.E.S.C. PLAN - SOUTH NW b REDUCER SHEET 4 WALL GRADING AND YARD DRAINAGE - N TH HALF SIFT 5 WALL GRADING AND YARD DRAINAGE - SMM HALF 0 MONUMENT SHEET 6 GRADING AND T.E.S.C. NOTES AND DETAIL 0 PROPERTY CORNER SHEET 7 GRADING AND T.E.S.C. CROSS SECTION PROFILES SHEET 8 ROAD AND STORM DRAINAGE PLAN AND PROFILE -- 67TH ST. SE, STA: 20+00.00 TO STA: 23+25.00 # # ORNAMENTAL SITE LIGHT SHEET 9 ROAD AND STORM DRAINAGE PLAN AND PROFILE -- 67TH ST. S.E., STA: 23+25.00 TO STA: 26+13.69 0-10 SITE LIGHT SHEET 10 ROAD AND STORM DRAINAGE PLAN AND PROFILE -- NATHAN AVE. S.E., STA: 30+00.00 TO STA: 34+30.97 BEET 11 ROAD AND STORM DRAINAGE PLAN AND PROFILE -- 65TH ST. S.E., STA: 34+30.97 TO STA: 38+59.15 ® ® MAIL BOX SHEET 12 ROAD AND STORM DRAINAGE PLAN AND PROFILE -- PERRY AVE S.E, STA: 38+59.15 TO STA: 43+25.00 ® ® JUNCTION BOX SHEET 13 ROAD AND STORM DRAINAGE PLAN AND PROFILE -- PERRY AVE S.E., STA: 43+25.00 TO STA: 48+20.67 SHEif 14 ROAD AND STORM DRAINAGE PLAN AND PROHAE -- NATHAN AVE S.E., STA: 50+00.00 TO STA: 53+32.12 STREET TREE PER MASTER SHEET 15 ROAD AND STORM DRAINAGE PLAN AND PIKE -- 68TH ST. SE, STA: 53+32.12 TO STA: 56+28.44 LANDSCAPE PLANS SHEET 16 ROAD AND STORM DRAINAGE PLAN AND PIKE -- 66TH ST. S.E, STA: 60+00.00 TO STA: 64+53.11 WATER CONSTRUCTION NOTE SHEET 17 ROAD AND STORM DRAINAGE PLAN AND PROM -- 69TH ST. S.E., STA: 10+00.00 TO STA: 15+55.19 X Q STORM CONSTRUCTION NOTE SEEN 18 ROAD INTERSECTION DETAILS SHEET 19 ROAD INTERSECTION DETAILS G.D.E.S.C. CONSTRUCTION NOTE SHEET 20 ROAD AND STORM NOTES AND DETAILS SETT 21 SANITARY SEWER AND WATER PLAN AND PROFILE -- 67TH ST. S.E. STA: 20+00.00 TO STA: 23+25.00 ❑ CROSSING CONSTRUCTION NOTE BEET 22 SANITARY SEWER AND WATER PLAN AND PROFILE -- 67TH ST. S.I. , STA: 23+25.00 TO STA: 26+13.69 SHEET 23 SANITARY SEAM AND WATER PLAN AND PRf>fX.E -- NATHAN AVE, &F, STA: 30+00.00 TO STA: 34+30.97 CONSTRUCTION ENTRANCE P(ER CITY SHEET 24 SWTARY 4F N AW WATER PLAN AND PANE -- 65TH ST. S.E., STA: 34+30.97 TO STA: 38+59.15 OF AUBURN STD. DETAIL DLEV - 5 SHEET 25 WffARY SEWER AM WATER PLAN AND PROALE -- PERRY AVE. S.E., STA: 38+59.15 TO STA: 43+25.00 FILTER FABRIC FENCE PER CITY OF SHEET 26 SAWTARY SEISR AND WATER PLAN AND PRMI -- PERRY AVE S.E., STA: 43+25.00 TO STA: 48+20.67 AUBURN STD. DETAIL DEV -t 6 SHEET 27 SANITARY SEWER AND WATER PLAN AND PROFILE -- NATHAN AVE SE, STA: 50+00.00 TO STA: 53+32.12 --- TEMPORARY INTERCEPTOR SWALE PER SHEET 28 SANITARY SE WR AND WATER PLAN AND PROFILE -- 68TH STREET S.E, STA: 53+32.12 TO STA: 56+28.44 CITY OF AUBURN STD. DETAA_ DEV - 9 SHEET 29 SANITARY SEWER MD WATER PLAN AND PROFILE -- 66TH STREET S.E, STA: 60+00.00 TO STA: 64+53.11 CHECK DAM PER CITY OF AUBURNSHEET 30 SANITARY SEWER AND WATER PLAN AND PROFILE -- 69TH ST. S.E, STA: 10+00.00 TO STA: 15+55.19 r STD DETAIL DEV - 9 SHEET 31 SANITARY SEWER AND WATER NOTES AND DETAILS SHEET 32 COMPOSITE UTILITY PLAN c S® STRAW BALE BARRIER SHEET 33 MASTER LOT AREA MAP SHEET 34 MAILBOX, SIGNAGE CHANNEIJZATIOK AND LANDSCAPING PLAN PROPOSED FINISH GRADE CONTOUR SHEET E1 STREET LIGHTING PLAN - - - - -- - EXISTING GRADE CONTOUR 5♦_ 74 i!A TEMPORARY SWALE SPOT ELEVATION RR FOR WATER ONLY g-1-01 TYP RIP RAP (6" - 8" QUARRY SPACES) CATCH BASIN INLET PROTECTION - PROTECTION DURING GRADING SHALL I'P np BE PER CITY OF AUBURN STD. DETAIL DEV - 7. PROTECTION AFTER PAVING SHALL BE PER CITY OF AUBURN STD. DETAIL DEV - 8. ONE -CALL NOTE= #1-800-424-a5&W AUBURN WAY SE N---------- MINER TAPPS H Y. E. -�ZHEW V WAS ti 34 58 £GI SSEF, EXPIRES: 11-07-02.- BURIED UTILITIES ARE SHOWN AS INDICATED ON RECORD MAPS FURNISHED BY OTHERS AND VEREED WHERE POSSIBLE BY FEATURES LOCATED IN THE FIELD. APEX ENGINEERING, ASSUMES NO LIABILITY FOR THE ACCURACY OF THOSE RECORDS, OR FOR THE FINAL LOCATION OF EXISTING UTILITIES IN THE AREAS CRITICAL TO THE DESIGN. CONTRACTOR IS REQUIRED TO HAVE THE CITY OF AUBURN STANDARD NOTES AND STANDARD DETAILS AND SPECIFICATONS AVAILABLE ON JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS B Y: DATE: TITLE/POSITION: CONFIRMED BY CITY DATE: PROJECT REF: FAC #01-0019 THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS. Approved By.Awaai= Date Approved: __ r CS b o W a � � Q U z z Q � G O �m C> U O � Q U N ^ 010 Uls GRAPHIC SCALE AREA 18 at LAKELAND LEGEND 0 20 40 ao GRADING and TESL PLAN - NORTH HALF ( IN FEET ) A PORTION OF THE N.E. 114 OF 77-E S.E. 114 OF SECTION 6, TOWN3FN ` 20 NORTH, CONSTRUCTION ENTRANCE PER CITY 1 inch = 40 ft. RANG 5EAST, W.M, CITY OF AUBURNOF AUBURN STD. DETAIL DEV - 5, WASHINGTON .. .- © FILTER FABRIC FENCE PER CITY OF AUBURN STD. DETAIL DEV 6 TEMPI INTERCEPTOR SWALE PER CITY OF AUBURN STD. DETAIL DEV - 9 - CTNE(X DAM PER CITY OF AUBURN - t I STD DETAIL DEV - 9 it ., STRAW BALE BARRIER �. PROPOSED FINISH GRADE CONTOUR 1 , CONTOUR � A ., , �¢ �'� I � . EXISTING GRADE CONTOUR — E ` 2 _ /) — _� �I 574.00 TEMPORARY SWALE SPOT ELEVATION 7YP RP RAP (6 8 QUARRY SPALLS) CATCH BASIN INLET PROTECTION - I PROTECTION DURING GRADING SHALL TYP BE PER CITY OF AUBURN STD. DETAIL { ) _ _ 1 DEV 7. PROTECTION AFTER 12 ( �- F - - _�'� - il 1 � � � '' ' �\ � \�_ �.- � w � '� l� li�i PAVING SHALL BE PER CITY OF AUBURN 14 15 % I ; �, I 1 Il sm. DETAIL �v - B. ;! 10 ' NOS I i (ADDITIONAL G.D.E.S.C. NOTES ON SHL 6) i /i� 1. NO UNCONTROLLED SURFACE WATER SHALL BE ALLOWED TO 1 1.1I .I 7,f IP I — / I i DISCHARGE FROM THE SITE DURING CONSTRUCTION. "IP 2. NO RUNOFF SHALL BE ALLOWED TO DRAIN TO THE PROPOSED ` 1 •' I 1 _ , 1 \ I / !; i ,l 1 % \ _ _ CONVEYANCE SYSTEM UNTIL APPROVED BY THE CITY OF AUBURN. 1 1 I� � ', 1 1 ;24 � r,,� 1 I I t 1_ /', 1 I,1, III I _` - ----- I� �.,-- 3. CONTRACTOR SHALL COMPLY WITH THE APPROVED EROSION CONTROL PLANS AND INSTALL ADDITIONAL C EROSION CONTROL 1 1 MEASURES AS NECESSITATED BYY FIELD CONDITIONS TO ENSURE NO 1 'I UNCONTROLLED SURFACE WATER LEAVES THE SITE AND TO LIMIT THE ,MOUNT OF EROSION. t0 , I ✓ � ,� N4. EROSILII CONTROL MEASURES SHALL NOT BE REMOVED UNTIL SITE wp IS STABILIZED AND ONLY NFIEN ALLOWED BY THE CITY OF AUBURN. O CI47 46 1 — G DESC SEQUENCE ! I IP I / 26 1 �',0 \ki 1. INSTALL CONSTRUCTION ENTRANCES AND PERIMETER FILTER FENCE. -- , 55T- 2. PROVIDE INTERIM CATCH BASIN PROTECTION FOR ALL EXISTING DRAINAGE STRUCTURES ONSITE AND ADJACENT TO SITE. x 6 ) I Imo— -� 1 \ - -�! rn ` I I I - 2� I I ! / % j b d. CONSTRUCT SEDIMENT PONDS) AND ASSOCIATED FACILITIES AS v / I k I J /, /� l �I I I ( I �, SHOWN HEREON AND DETAILED IN PLAN SET GRA /01-0005 (IF NOT _ /\ IL 1 ��� it rK /� I i l /�� EXISTING). I54 '� r 1 _ .rP /�- I 4. INSTALL CATCH BASWS AND ASSOCIATED PIPING ALONG IMTH �� 1,I� I / l ' ' 1 i INTERCEPTOR SWALES AND TEMPORARY CULVERTS TO DIRECT DRAINAGE 1 II r (IYP.�` I ' I __)_ -- it I/ i , ,r/ / / TO EXISTING SEDIMENT POND(S). Z �•� I-- j I IP j 11 Z IP / 5. GRADE SITE PER APPROVED GRADING PLAN. �\ __ 6. PROVIDE CATCH BASIN INLET PROTECTION ONCE STORM SYSTEM IS - ---- - - -- -- ---`---J — -Y---�`-i j � CONSTRUCTED. 7. GRADE (FILL) SEDIMENT POND AND SWALE AREAS AFTER STORM SYSTEM IS OPERATIONAL. A � i 8. AFTER CONSTRUCTION IS COMPLETE AIp .SITE S7ABLIffD. REY01f �, I I \ V 1, � REM~ EROSION CONTROL MEASURES WITH APPROVAL OF CITY 1 T \-rz---------------- ' 30, 7 II C I 1 1I I ��+ THESE PLANS REFLECT THE PREVIOUSLY APPROVED GRADING AND IP 1 I; / 6.5 j j EROSION ICONTROL PLANS FOR LAKELAND AREA 18, APPROVED 2 I '62 Qy �F� Vi 31g1101(GRA #01-0005). REFER TO APPROVED PLANS FOR DETAILS ,AND SECTIONS OF TEMPORARY PONDS. SW SHEET 3 FOR CONTINUATION NOTE: TEMPORARY CULVERTS 91ALL BE ALXS-NI2, CONCRETE, OR OTHER MATERIAL APPROVED BY ENGINEER. NOTE ALL DAYLIGHT SLOPES ARE GRADED O 2: 1. DAYLIGHT SLOPES SHALL BE HYDROSEEDED AND/OR MULCHED AS PART OF THE T-E.S.C. PLAN. SEE NOTES SHEET 6. RECORD DRAWW/G CERVICATION THESE ORAWWNGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS BY: DATE: TITLE/POSITION: CONFIRMED BY CITY DATE: 9-1-01 EXPW S, 11-07-0- PRMU REF: THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS. q 3 J 3 ma d c5 � 0 0 o w g W � � 0 0 Q U W mz U U � R p U mc_ II N oof 1 �p .0 Scx �I n 2 U J z Z J� - Jw= CLa U� off y--= cc co Um3� 0c) 2 z W LV cc X Q 0 W 111 w Z W F- U '.ZrN:�TM-.. I EXPIRES, YY- A DEsm QJ. old JE. DRAWN .MM INIOGA C -ECKED M/ M/r SEC 6 T 20 M R 6 E FL.E NO I: \LAKELM O-SO\26851 DATE 4/30/01 SCALE r - 40' SHEET 2 OF34 FLE NO 26851 LAKELAND-SO PI::" nIA ,_ _° sf 010 1 wS GRAPHIC SCALE 40 0 20 40 AO ( IN FEEL' ) 1 inch = 40 ft. p; 7 oG 3% AREA 18 at LAKELAND • . • • :-• • Jim m -•.=zi s1,i •1 • UNDEVELOPED 1 �34 I i II \I I� '1 1 % s2s _ �f J I W ZZ s� 1� \ 6�4 EXPIRES- 11-07- RECORD DRAW CERTIFICATION THESE DRAWIGS CONFORM TO THE CONTRACTOR'S CQI MCTION RECORDS BY: DATE: TITLE/POSITION: CONFIRMED BY CITY DATE: PRQECT REF: FAC PI-0019 r/9-/& THESE PLANS ARE APPROWD FOR CONFORMANCE IMTH THE CITY OF AUBURN'S ENGINEERMG DIVISION REQUIREMENTS. Awroved By. f- SSgv� S. & Date Approvad: and J� o o a a �s n N ♦ �fl �o .I� L O1n Y i�v odo I ~ Y n n N U Z J Y r a Z W lL a W W U DATE SEALED - -a Fj�f � SSE N61 AL p p� EXPME& 1-31 PFKXIEC1 MMIIMA1 jwq I oEac3N CU ow JE MANM .Atli 41401.A CHECKED MI ME SEC 0 T 40N. R EE FIE NO c VAlQAMD-S0\2WI DATE .10M SCALE r - 4D' SHEET -1 C S F" NO 200 . LAKELAND-SO 0�0 �t65 GRAPHIC SCALE AREA 18 at LAKELAND 40 D 20 40 80 WALL GRADING AND YARD DRAINAGE - NORTH HALF ( IN FEE A PORTION OF THE ME 114 OF THE S.E. 114 OF SECTION 6, TOWS 20 NORTH, 1 inch = 40 n. RANCE 5 EAST, W.K CITY OF ALSUW WASHINGTON L�HAS* ALONG D NOR11EiM (j i { / SITETIEMTO'RROPOSED�. !OIt LAKELAND DI 3.' AND 5 (EVERGREEN ). PAD nEV./ \ f\' 1� I ' I' iii MD ELEV. = Y7.5t � PAD ELEV. = 3■.5s ` PAD . 59102 PA� J � ' �y �, � EIEV.� 51asi, �ID. EiEe a 59aet i '�� `� � PAD f7EV PAD ELEV - W&Of FEEV. _ ■ ft PAD ELEv,..,.= 614.02 '� PAD ELEV. - e■ael PAD EIEV''= 625.5E ' I. 4. ��_ �r . ` 1 PAD F1EV = 622 Os I'PAD EIP! = 61 r 1 1 ` • z ram_ ► II 12 F.F. *A F.F.- 5eL5 1 J 1 1 1 F.F.= SWO t l j 1 F.F. = 5955 I 7} 1 l I �e �sas 0 ; -4 :II lily � I i � 1 1 ��--�--�r�t--•_ `- 1Tf►CT N FF. -NO �Iht �'� I �k 1 / 1 I`ll 7z 1, A 1; � 4. � i A I � F i 1 ,� 1•I I_ I �1 3 F F 595.0 1 nll i FF-=5940 ' S I I: Y, . -- il�Il � I I 1 1�1111 F.F. = 593.0 1 x� ✓) I � I 11 { t 1 I 3 b 13 14.5 -,65 � ',F. - 599.5 F.F. = 6025 38 02. 7% FF =_Wn F.F. - a6 51 504 599.5 rF.F__ F.F. STATION OFFSET STA FROM RIM INVERT 2&29 1 T NATHAN AVE. 65TH ST. 590.00 588.36 ro 1 1 34+53.03 1 NATHAN AVE 5TH ST. 591.50 58&84 ro 2 60+43.27 11 r 66TH ST. 593.50 590.00 ro13 60+81.24 ITIL LT 667H ST. 593.70 590.50 YD#4 1 61+26.24 125.71f LT 66TH ST. 597.00 594.00 ro#5 61+71.24 1 LT 667H ST. 601.00 59&00 YD#A5 1 62+16.24 1 i 66TH ST 604.90 601.50 ro17 62+61.24 131LI L 667H ST. 60&90 605.50 YDIRT 1 63+06.24 1 T 66TH ST 611.00 60&00 ro#9 63+51.24 1Xr I i 667H ST. 613110 610.50 ro a 21+6&58 r 667H ST. 590.a0 YD 11 22+03.29 1 T 66TH ST 594.70 59f.50 YD 2 22+45.23 12IVLT 66TH . 59&10 59&00 YD 3 22+92.15 131.19 T 66TH ST 601.60 59&50 YD#14 23+96.82 132.07 LT 66TH ST. 604.40 501.00 YD 15 24+41.82 .O1 LT 66TH ST 607.50 604.50 YD#16 24+86.82 -j-79 12543 r 66TH ST. 609.60 606.50 ro 7 25+31.8z tz259 LT 66TH ST. 61260 609.50 r r � r D D ' r III ii if 'a fr r2 L• THIS WALL STATIONED STATIONING IS TO TOP FACE OF WALL. FROM PERRY AVE. S,E+ _Ff OFFSET 146.55' LT DRAINWALL TO _D DRAIN SYSTEM I' ��;SECTION .I Il 8 1 ' HONZ.1 PROPM I E` (1• Y: 1 1 FINISH r \ q 1 r' OF WALL PROPOSED ROCKERY~ r.re�:• rv���� • --- A14 610 PROPOSED PERFORATED \� DRAINWALL PROPOSED "INISH GRADE ALONG SOLIO WALL PIPE TOE OF WALL 600 FINISH; GRADE ALONG 29 ENSTING GRADE TOP (IF WALL P � I 1 �� •%•�/i��/I m I, ••1.1• /NOTE - MINIMUM 2' BERM CONSTRUCTED �. - a \ADJACENT TO PROPERTY FINISH WADE ALONG APPROPRIAX i • . ; • • • • ' .i ' • • '' r 1 OF WALL 600 fSECTION A. -A TYPICAL SECTION (NORTHERN BOUNDARY) tit 624.0' 32 WALL N07F WALL SPOTS ELEVATIONS ARE LOCATED AT THE TOE FACE OF WALL F.F. f0;0 j Ff. 4) RECORD ORAWNG CERTIFICATION THESE ORAIIINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS BY: DATE. TITLE/POSITION: CONFIRMED BY CITY DATE: EXPDE9 11-07-M PROJECT REF: FAC D1-0019 B' c of THESE PLANS ARE APPROVED FOR CONFORMANCE VATH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS. Approved By.5 S ell.�O Date Approved: Q3 j3 m � a: c5 � o o0 W p It O ¢ m aZ 0 om U U � a a� omrn C ��ma p 5°in C K o3v �Ey C �a n J J JCr_ Z o � Y QJ Q c Jp= � ca 00 0 Z iR� I z a � 05 w < J 0 W. w m W Z W H U DATE SEAl-Fr) EXPIRES 1-31- PROJECT MAJMC84 Jwry Wakelbld DESM G.J. and JE DRAWN J.W. end CW. Cf£CK® M. Weber SEC 6 T 20 FL R 5 E FI.E No I: \LAKELAND-S0\26851 DATE 4130101 SCALE r - 40' SHEET 4 OF24 1LE NO 2MI LAKELAND-SO PF • SIIA 4 a 35 01 0 16C S GRAPHIC SCALE 40 0 20 40 N1 ( IN FEE.R' ) I inch = 40 it. I 1 1 � 1 It IL 10 11 ' Ff. 102 A ; Fri 597.s 1 F.F. = 597.0 C F.F. = SM.a 1�. 100 t 1 \ 99 1 It 4 F.F 1\ ; I ; 1 \A\; 1 IN. I 1 \ ui i ; 1 PROPOSED , \ - 15 ACRE PARK ; ti AREA 18 at LAKELAND •� _ `Cep �;� r• l EXISTING GRADE ,— PROPOSED RoacERr 610 1i �r^ �- A ! FINISH ALONG - 1.5' MNR. II rF'rR.� ' °.� { �a� WE OF WALL a DEPTH �7V ar TYPICAL DITCH cEA8TIM BOUNDARY) I ' HORIZ:. 1'=10' F.F.= Q15.5 PERT1'=5' W 600 FFFF. 4614.0 v Ii 1-' IT a•.. �I �+• �� '� TI` F.F. = 6 I � ILL; ,? 'i _ , .! • all _ N pp5� F.F_ = 610p I I I { B� WALL NbT> OJ WALL SPOTS ELEVATIONS ARE LOCATED AT F.F. = slag I .. s?o THE TOE FACE OF WALL IAlAft cXPIWS, u-6�- RECORD DRAIWNG CERTIFICATION THESE DRAWS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS RY- DATE: TITLE/POSITION: CONFIRMED BY CITY DATE: PROJECT REF: FAC 101-0019 THESE PLANS ARE APPROVED FOR CONFORMANCE MATH THE GTY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS. Approwd By. in - _,7J1 Date Approved 6,% bI ®a -t �o c� s o o a'p z pQ U 2 2 y a a�3 z �a I-p- �'nA Sof 0.201446 cg D CRY OF AURA N STAPDAW QUA" DEV-5 CONSTRUCTION ENTRANCE SILT CONTROL FENCE DEV-6 CATCH BASIN PROTECTION FOR GRADING PROJECTS DEV-7 CATCH BASIN PROTECTION DEV-8 CHECK DAMS AND SWALES DEV-9 1. WITHIN THE CITY OF AUBURN, All REQUIRED RETENTION OR DETENTION,\ SEDIMENTATION AND EROSION CONTROL FACILITIES MUST BE CONSTRUCTED AND IN OPERATION, PRIOR TO LAND CLEARING AND/OR OTHER CONSTRUCTION ACTIVITIES, TO INSURE THAT SEDIMENT LADEN WATER AND STORM DRAINAGE RUNOFF DOES NOT IMPACT THE ADJACENT PROPERTIES OR THE NATURAL DRAINAGE WAYS. 2. THE DETENTION SEDIMENTATION (RETENTION IF INFILTRATION SYSTEM IS USED) AND EROSION CONTROL FACILITIES DEPICTED ON THE APPROVED DRAWINGS ARE INTENDED TO BE MIN11" REQUIREMENTS TO MEET ANTICIPATED SITE CONDITIONS. ADDITIONAL DRAINAGE AND EROSION CONTROL FACILITIES MAY BE REQUIRED AS SITUATIONS WARRANT DURING CONSTRUCTION. THE IMPLEMENTATION, MAINTENANCE, REPLACEMENT AND ADDITIONS TO THESE CONTROL SYSTEMS SHALL BE THE RESPONSIBILITY OF THE PERMITTEE. 3. THE DETENTION (RETENTION IF INFILTRATION SYSTEM IS USED) CONTROL POND SHALL REMAIN IN PLACE UNTIL THE PERMANENT STORM SYSTEM IS IN PLACE AND OPERATIONAL. 4. THE TEMPORARY EROSION CONTROL FACILITIES, INCLUDING ALL PERIMETER CONTROLS, SHALL REMAIN IN PLACE UNTIL FINAL SITE CONSTRUCTION IS COMPLETED AND APPROVAL HAS BEEN RECEIVED FROM THE CITY. 5. ALL AREAS OF ACTIVE EARTHWORK WITCH HAVE THE POTENTIAL FOR EROSION AND SEDIMENTATION IMPACTS ON ADJACENT PROPERTY AND DRAINAGE WAYS MUST BE STABILIZED ACCORDING TO THE FOLLONNG SCHEDULE: FROM APRIL 1 TO SEPTEMBER 30, AREAS AT FINAL GRADE AND THOSE WHICH ARE SCHEDULED TO REMAIN UNWORKED FOR MORE THAN 30 DAYS SHALL BE STABILIZED WITHIN 10 DAYS. IN ORDER TO MINIMIZE SOIL EXPOSURE. EXPOSED SOIL WITHIN AREAS GREATER THAN 5,000 SQUARE FEET THAT ARE SCHEDULED TO REMAIN UNWORKED FOR MORE THAN 24 HOURS AND EXPOSED AREA OF LESS THAN 5,000 SQUARE FEET THAT WILL REMAIN UNWORKED FOR MORE THAN 7 DAYS SHALL BE STABILIZED IMMEDIATELY. 2' BERM WHERE NEEDED \)�0 . PERIM I IS DifCH SECTION (ALONG EASTERN BOUNDARY) N.T.S. AREA 18 at LAKELAND GR ADM wW TESC • OTES mid E*TALS A PORTION OF THE NE V4 OF THE SE 114 OF SECTION a TOW SW 20 NORTH, RANGE 5 EAST, WAR., CITY OF A D^ WASMAO TON 1. SEEDING - APPLY THE FOLLOWING MIXTURE TO THE PREPARED SEED BED AT A RATE OF 120 LBS/ACRE: PROPORTIONS PERCENT PERCENT NAME BY WEIGHT PURITY GERMINATION REDTO' (AGROSTIS ALGA) to% 92 90 ANNUAL RYE 4OX 98 90 (LOJUM MULTIFLORUM) OIEWINCS FESOIE 40% 97 BD (FESTUCA RUBRA COMMNUTATA) (JAMESTOWN. BANNER, SHADOW OR KO(ET) WHITE DUTCH CLOVER 10% 96 90 (TRIFOLIUM REPENS) 2. TIME OF PLANTING - DURING THE TIME PERIOD BETWEEN APRL 1 THROUGH „VINE 30 AND SEPIEW FILER 1 THROUGH OCTOBER 31. (NOTE: IF PLANTING BETWEEN JULY i AND AUGUST 31, IRRIGATION MAY BE REQUIRED. IF PLANTING BETWEEN NOVEABER 1 AND MARCH 31, MULCHING WILL BE REQUIRED IMMMATELY AFTER PLANTING.) 3. FOR OTHER SEED MIXTURES, USE LOCAL SUPPLIER RECOMMENDATIONS WITH APPROVAL FROM AUBURN. 4. SITE PREPARATION - BEFORE SEEDING, INSTALL NEEDED SURFACE RUNOFF CONTROL MEASURES SUCH AS GRADIENT TERRACES, INTERCEPTOR DWE/SWNLES, LEVEL SPREADERS AND SEDIMENT BASINS. 5. SEEDBED PREPARATION - THE SEEDBED SHOULD BE FIRM, BUT NOT COMPACT, WITH A FAIRLY FIE SURFACE FOLLOWING SURFACE ROUGHENING. SURFACE ROUGHENING SHOULD BE DONE AT RIGHT ANGLES TO THE SLOPE AND PREFERABLY 'CAT WALKED' UP SLOPE. 6. FERTILIZATION - AS PER SUPPLIER'S RECOMMENDATIONS. DEVELOPMENTS ADJACENT TO WATER BODIES AND WETLANDS MUST USE NON -PHOSPHORUS FERTILIZER. 7. 'HYDROSEEDNG' APPLICATIONS NTH APPROVED SEED -MULCH - FERTILIZER MIXTURES MAY ALSO BE USED. 8. MAINTENANCE - SEEDING SHOULD BE SUPPLIED WITH ADEQUATE MOISTURE. SUPPLY WATER AS NEEDED, ESPECIALLY IN ABNORMALLY HOT OR DRY WEATHER, OR ON ADVERSE SITES. WATER APPLICATION RATES SHOULD BE CONTROLLED TO PREVENT RUNOFF. INADEQUATE AMOUNTS OF WATER MAY BE MORE HARMFUL THAN NO WATER. k 2 \ 2 BERM WHERE NEEDED (CONTINUED FROM SHEET 1) 8. DURING CONSTRUCTION, THE CONTRACTOR SHALL BE REQUIRED TO CONTROL ON -SITE STORM WATER RUNOFF BY USING TEMPORARY OR PERMANENT DRAINAGE EROSION/SILTATION CONTROL PROCEDURES. 9. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE TRUE ELEVATIONS AND LOCATIONS OF ALL UNDERGROUND UTILITIES. 10. EXISTING PAVEMENT SURFACES SHALL BE SAW CUT FULL DEPTH WITH STRAIGHT, UNIFORM EDGES 12 INCHES (12') OUT FROM THE EDGE OF EXCAVATION. ALL JOINTS BETWEEN THE NEW AND ORIGINAL PAVEMENT SHALL BE PAINTED WITH ASPHALT EMULSI011 (CSS-1). 11. TIME LIMIT RESTRICTIONS WITHIN EXISTING RIGHTS -OF -WAY WILL BE APPLICABLE AND DETERMINED AT THE PRE -CONSTRUCTION MEETING. 12. THE CONTRACTOR SHALL INSTALL. REPLACE, OR RELOCATE ALL SIGNS, AS SHOWN ON THE PLANS OR AS AFFECTED BY CONSTRUCTION, PER THE CITY'S STANDARD DETAIL NO TRSP-1. 13. POWER, CABLE AND TELEPHONE LINES SHALL BE IN A TRENCH WITH A MINIMUM HORIZONTAL SEPARATION FROM OTHER UNUTES (SEWER, WATER, STORY) OF FIVE FEET (5'). 14, ALL CONSTRUCTION SURVEYING FOR EXTENSION OF PLOW FACILITIES SHALL BE DONE UNDER THE DIRECTION OF A WK900M LICENSED LAND SURVEYOR OR A IWASHINGTON LICENSED PROFESSIONAL CIVIL ENGINEER. 15. THE CONTRACTOR WILL BE REEARED TO WATER THE SITE, AS NECESSARY, TO REDUCE EMISSIONS AS A RESULT OF CONSTRUCTION ACTIVITY THE CONTRACTOR SHALL ALSO SWEEP ALL AFFECTED PUBLIC ROADS, AS NECESSARY, TO REMOVE MUD DEPOSITED AS A RESULT OF PROJECT CONSTRUCTION ACTIVITY. 16. CERTIFIED DRAWINGS ARE REQUIRED PRIOR TO PROJECT ACCEPTANCE. REFER TO THE CITYS 'RECORD CONSTRUCTION DRAWINGS' REQUIREMENT. 17. FOR MANHOLE AND CATCH BASIN RIM ADJUSTMENT, MA MIM ADJUSTMENT WITH BRICK OF RIMS AND CASTINGS SHALL BE 14 INCHES (14') WITHOUT ADDING NEW SECTIONS. 18. ALL MANHOLES, CATCH BASINS, AND VALVES IN PUBLIC RIGHTS -OF -WAY OR EASEMENTS SHALL BE ADJUSTED AFTER ASPHALT PAVING, AND CONFORM TO THE CITYS STANDARD ADJUSTMENT DETAIL NO. STFG-1. ALL UTILITY CASTINGS OUTSIDE OF PAVED AREAS SHALL BE INSTALLED NTH A CONCRETE COLLAR AROUND THEM. 19. PVC MANHOLE ADAPTERS OR APPROVED EQUAL SHALL BE USED TO MAKE ALL CONNECTIONS OF SDR 21 OR 35 PVC PIPE TO MANHOLES OR CATCH BASINS. 20. THE MAO" LAYING LENGTHS SHALL NOT EXCEED 12T FOR SDR 21 OR 35 PIPE. 21. BEDDING FOR PVC, CONCRETE AND DUCTILE NON PIPE SHALL BE 5/8 INCH MINUS CRUSHED ROCK, SIX INCHES (6') MINIMIM UNDER, TO SIX INCHES (6-) MINIMUM OVER THE PIPE, AS PER THE CITY OF AUBURN STANDARD DETAIL NO. GEPT-2. 22. REFER TO AUBURN STANDARD TRENCH EXCAVATION AND BACKFILL DETAIL NOS. GEPT-I AND GEPT-2 FOR CONSTRUCTION PROCEDURES. 23. ALL IMPORTED PIPE TRENCH BACKFILL MATERIAL SHALL BE BANK RUN GRAVEL, FOR TRENCH BACKFILL PER SECTION 9-03.14. 24. PIPE TRENCH BACKFILL MATERIAL WITHIN THE I PROIED RIGHT-OF-WAY" SHALL BE 5/8 NCH MINUS CRUM ROCK WHEN CONNECTION IS PERPENDICULAR TO THE CITY STREET, AS PER CITY OF AUBURN STANDARD DETAIL GPT-1. 25. CONSTRUCTION OF PROPOSED IMPROVEMENTS SHALL BE N ACCORDANCE NTH APPROVED PLANS. ANY CHANGES FROM THE APPROVED PLAN WILL REQUIRE APPROVAL FROM THE OWNER, ENGINEER AND THE CITY OF AUBURN. BURIED UTILITIES ARE SHOWN AS INDICATED ON RECORD MAPS FURNISHED BY OTHERS AND VERIFIED WHERE POSSIBLE BY FEATURES LOCATED IN THE FIELD. APEX ENGINEERING, ASSUMES NO LIABILITY FOR THE ACCURACY OF THOSE RECORDS, OR FOR THE FINAL LOCATION OF EXISTING UTILITIES IN THE AREAS CRITICAL TO THE DESIGN NOTE: CONTRACTOR IS REQUIRED TO HAVE THE CITY OF AUBURN STANDARD NOTES AND STANDARD DETAILS AND SPECIFICATIONS AVAILABLE ON JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. RECORD DRAWING CERWICATIO4 THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS BY: DATE: TIILE/POSITION: CONFIRMED BY CITY DATE: EXPIRES: 11-07-0} PROXCT REF THESE PLANS ARE APPROVED FOR CONFORMANCE NTH THE CITY OF AUBURN'S ENGINEERING ONSION REQUIREMENTS. <3 >3 m� Ja O O b a o3 i i[EN sti onrn NfJA n O • I I «CCn pN «o 3 $Fi a � 1 n �a h N 0 J Z ui Wco Q Z W W ct Q W DATE EALAID �Q-.Of VASHFI 1,4 4c r N 2 t f'p fsTca� 1? Al EXPIRES. 1-31- PRojwr kv#vA R Jrrrr WINNYAw IDENGN 2AEd A DAWN AN W O,d CFI MI WOW WON TIDOL RISE FILE NO t 4�rRMANW-IIl11INl DATE 4� 9C:AALJE Now t /may SHEE FLE NO LAKELAND-SO C "SuA ( ,G 0410 1696 AREA . at . A PORTION OF THE ME 114 OF THE S.E 114 OF SECTION 6, TOWNSW 20 MORN R4W;E 5 EAST, WJW, WY OF • 640 _ _ _ 14111 EXISTING GRADE ALONG XSEC A -A \ z / \ -------------- ------------ 600 soo w CROW SEC A —A PROPOSED GRADE ALONG XSEC A -A � N T M\ 1" = 40' HORIZONTAL � m w r N I" = 20' VERTICAL570 mo mo 5701 O EXISTING GRADE ALONG XSEC A -A '. — -------- — �._. ._... _..-600 1 PROPOSED. GRADE ALONG XSEC A -A — a w�1 w w —_ W— _ N N CROSS SECTION A —A '~ i" = 40' HORIZONTAL - h 1580 r- = 2D' WRTXAL %0 b b b [g 570 _. _ (:�j_ - - --- 570 PROPOSED GRADE ALONG XSEC B-B620 — PROPOSED ROCK MALL (TYP.) 620 \ / ��EXISTING GRADE ALONG XSEC B-B 600 \ ------- CROW SEC7MN C—B 1" = 40'. HORIZONTAL � w z � I" = 20' VERTICAL 0 580 580 x 570 • • k e 9, BUIiD UTILITIES ARE SI MN AS INDICATED ON RECORD MAPS FURNISHED BY OTHERS AND VERIFIED *HERE POSSIBLE BY FEATURES LOCATED IN THE FEW. APEX ENG6F.ERN/G, ASSUMES NO LJABIUTY FOR THE ACCURACY OF THOSE RECORDS, OR FOR THE FINAL LOCATION OF EXISTING UTILITIES IN THE AREAS CRITICAL TO THE DESIGN. NQlL CONTRACTOR IS REQUIRED TO HAVE THE CITY OF AUBURN STANDARD NOTES AND STANDARD DETAILS AND SPECIFICATIONS AVAILABLE ON JOB SITE NHENEVER CONSTRUCTION IS IN PROGRESS. RECORD DRANING CERTiFTCATION THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS BY: DATE: TITLE/POSITION: CONFIRMED BY CITY DATE: EXPIRES- I1-07- PRMC7 Rff: FACAM-0001 G O/ THESE PLANS ARE APPROVED FOR CONFORMANCE IMTH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS. Appn)W6a By O i3 �3 dd JO 7 L7 7 ®I O O I C D � b Z a� o a� 3 xmg�a N1YI f� O I mn c M x €� 0r O Y N�f �Y u I o � rn Y n N Q cJ� Z of Q J as Q w cc Q u' W W W�1 J U DATE I£M 10 AkFF Q DE WA N t A ��f f IGISTE ♦r EXPNIES, 1-m- PRQA=CC1 MYMCHI Jwry III - I DEEM W MAJE DRAMYN JNC MA W C14EC1® K INAMW SEC T2ok p6E MEND I:UAXEIAND-W�=i DATE AU2d SCALE AS NOW sir z OF:94 PLE NO _12Y674t� LAKELAND-50 PF0 SIR -,oF '� O0101666 GRAPHIC SCALE 70 0 10 10 40 ( IN FEET ) 1 inch = 20 ft. 610 600 M N h w7 N N + H W YS AREA 18 at LAKELAND ROAD AND STORM PLAN AND PROFLE - 67TH STREET S.E. A PORTION OF THE ALE V4 OF THE S.E. V4 OF SECTION 6, 'TOMNS'P 20 NORTH, RANGE 5 EAST, WAL, COY OF A aM WA9"/MOTON m � o SEE SHEET 10 FOR CONTINUATION-- L". _ )( I ' MI7X. STA: 201 67TH STA:68+TOSD FNLI I t ELBV r 5 U ' 1JO3M / SEE SHEET 14 FOR CONTINUATION Low POINT ELEV = 590.02 LOW POINT STA = 20+62.48 PM STA = 2D+75 PM ELEV = 589.08 A.D..-_BOG K = 12.49 100.00' VC m I El � // �2Lf+6G4w/ THRU4 � v^Ni 27 LF 12* , D - LiY = Saj 6st.c3 o t.le. 0 77. , n' Csi GR am IL %I INLET AIE WITH CURB STA = 204R248 - 13.54' RT 0 o SEE SHEET 14 FOR CONTINUATION ti _ 5 04 26 LF 12'0 SD LE - WL LE M -__—_--__— LS OS EXISIMC GRADE AT RIMI E. = bN I 610' 608 PROPOSED GRADE AT r� v _ _ --- — LLr - seRaa 57t.61 _ � • _ ��" LS 03 590 ' A= +52 - 1�" _�s„"JV 77LF12'►D !_*5W I.E. - 5t8t 12' (S -V I.E. _ g3h$ at _ n+ I-F-W 8"I PVC SDR35 SEWER IN Is 541.&S I I ,� �r n��M /uN Cam• aw -_-�-- -- -.(� INTX 67TH ST. S.E. _ ^I LAKELAND HILLS STA: 21+44.94 - (iINTX 67 U: 20+82.86 STA: 30+00 - NATHAN AVE. = 590.18 ELEV = 592.58 0 21+00 CROSSNO NOTE: FOR CROSSINGS NTH LESS THAN V (1.5' FOR SEWER AND WATER CROSSINGS) OF VERTICAL SEPARATION, A 3"X48"008' SHEET OF ETHAFOAM 220 WILL BE PLACED BETWEEN THE PIPES NTH SAND PLACED AROUND THE CROSSING PIPES AND THE ETHAFOAM SHEET. SEVER AND WATER CROSSINGS SHALL MEET THE 1998 CRITERIA FOR SEWAGE WORKS DESIGN, SECTION CI-9.1.4. O� O4 i 67TH STRM7 S.E. I STA: 20+00.00 TO STA: 23+25.00 1' = 20' HORIZONTAL 1' - 5' VERTICAL 570, � PC ST& 22+96.68 ELEV =. .1 7A +71.69 - NIX 67TH ST. Sf. = PT iA: 1+7 STA: 0+00 - NATHAN AVE. S.E. I ELEV = 594.10 ELEV= 598.92 22+00 23+00 U rUrY CROSSM TABLE CROWN INVERT CLEARANCE ADDITIONAL NOTES 586.81 WATER 1 (STORM) tou DEFLECT WATER AS NECESSARY 50.T.72 STDTM 594.41 WA 0.69 SEE ROSSING NOTE, THIS SHEET 596.59 SRXeN 59 .04 WA OA5 SEE OSSING NOTE, THIS T WALL DRAM NOTE 1) WALL DRAINS WILL BE TIGHTUNE CONNECTED TO STORM SYSTEM AS APPROPRIATE. 2) ALONG BACK OF LOTS ADJACENT TO NORTHERN AND EASTERN BOUNDARIES, WALL DRAINS SHALL DAYLIGHT TO DITCH AS APPROPRIATE. i3 J3 ma a s U s a� i N Sal0 Nn0 • I �mM �pM h now X +3 N V ,^ �a n n N LOT DRAINAGE NOTE ALL BUILDINGS WILL BE TIGHTLIE CONNECTED TO THE STORM SYSTEM, �+ AS SHOWN HEREON. J DFIVEWAY NOTE 1) ALL DRIVEWAYS ARE TO BE INSTALLED PER CITY OF AUBURN STD. DETAILS STDW-IA R STDW-19, UNLESS OTHERWISED NOTED. 2) LOCATION OF DRIVEWAY CUTS ARE APPROXMAIE ONLY, SHOWN FOR PERMITTING PROCESS. EXACT LOCATION OF DRIVEWAY CUTS SHALL BE DETERMINED AT THE TIME OF CM611R NCTKIN. CATCH SASM NOTE: 1) ALL CATCH BASKS ARE TO BE INSTALLED NTH WS.D.O.T. STANDARD PLAN B2A FRAME AND GRATE UNLESS OTHERNSED 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 "SO' SHALL BE ONE OF THE FOLLOWING MATERIALS: PIPE TYPES COVER PVC, SDR-21 >18' PVC, SOR-35 >3• PLAN CONCRETE PIPE (<12.0) ASTM >3• C-14 REINFORCED CONCRETE PIPE (>J2'0) >mr ASTM C-76 DUCTILE IRON PIPE >6- CLASS 50 o 52 NAME�DATE `f'21 RECORD DRAWING CERTIFICATION iNESE DRANING CONFORM TO THE CON ACTCR'S SDUGRB RECORDS BY: DATE: TITLE/POSITION: P.Di.. haw.�af CONFIRMED BY CITY ,J2!k=_ DATE:.s-.fo3 EXPIRES- I1-07-0 PROXCT FO: FAC P-0019 THESE PLANS ARE AFFW4ED FOR CONFORMANCE NTH THE CITY OF AUSURN'S ENGINEERING DIM30N REOUNEMENTS. Approved By. Date Approved: 8h/07 Z j Ili �+ rx all W� W W U DATE SE04LM '/-o QU VAtp_ o a ( GIs I Al E%PNRESr 1-31- PIIl7,A =MWM41 in/ wiftaw DEEM W" AQ. DRAVN4 AS OW W 9EC 6 T J*M WISE PLEND I:VAA4-50V2lI DATE 4010111 LLCALP r - aw SHEET 4 OF+L4 PINE No LAKELAND-SO GRAPHIC SCALE 20 0 10 20 40 ( IN FEET ) 1 inch = 20 R.. 0 rn 70 F.F.= 603.0 604 $TA: 23+ F INV= 0 0 m 7'I F.F.= 606.0 3300 LT r STA 23+59.39„33.00 ... { INV= 603A '-t--- --223 --- t 6-• a � 'L A = 25'35'3 o, O 72 F.F.= OORO STA: 24+Q5.10, 33.00 INV= 606.00 * ----- w AREA 18 at LAKELAND ROAD AND STORM PLAN AND PROFILE - 67TH STREET S.E. A PORTION OF THE NE 114 OF THE S.E. 114 OF SECTION 6, TIOMM W 20 NORTH RANGE 5 EAST, WAN, CRY OF ALASURK WASHINGTON rn rn rn m SEEkUT 12 FOR CONTINUATION rn au 73 74 75 F.F.= 611.0 F.F.= 614.0 j 1 ,F.F.= 616.0 I - IF � I I I \ INTX. STA: 26+13.69 (6 T .E.) I I STA:24+48.88, 33.00 I 1 614 STA: 24+91.57, .';!3.00 LT STA: 43+72.00 PERRY AVE.EI i 1 MV= 608.00 HIV.= 610.50 ELEV = 616.40 STA: 25+27.09, 33.00 Li ' INV- 611.00 RJEACIE -CURB I -- CURB A 1 Rr T- ------ --L .00�150 Lf 6'/ RJW -- 1 -+12.44, 33.00 RT600.00 STA 2-473,86, 33.00 RT INV.--'--602.00 602 rSTA:24+30.23, - ----TL STA: 23+94.98, 33.00 RT 33.00 R7 INV= 605.00 79 78 77FF= 603.0 F.F.= 605.0 EF.- 60R0 O i F.F.: 615.3 630 ■ ■ I PV4 STA = 23+85 PN ELEV = 604.59 A.D. = 1.00 620 K = 90.28 QD00' VC V ■ ■ rn P v -610 1 N N + o b N ■ P Ci Gi cwi �N ■ > m U _ � W I - .}- ___..4 614 I f I I I I �.F.= 6 15 * -- ro Ir I y I YI 14, 614 6iN I -t�---� �F.F.=l 16.5 612 I� II i I I II ' I .F.L l3A5 Q a SEE SHEET 13 FOR CONTINUATION630 o 90.00' VC PW STA = 25+50 ., PM_ELEV -=. 614.49 '.. AD =-3.00 K = 29.99 + N 3 b J a 620 610 ,17 590 STA 26+13.69 - MIX 67TH ST. S.E. _ STA: 43+72.00 -P Y AVE. S.E. ELEV - 616.40 ■ OY OrV ■ b aV rnY b � Vlh O !O � 01 [V N P � Ob � b b Vrn. ,00 Or ,O b.0 (y O� c � O.4- 1V b � "OTl b O.1 r0 10 b V tp b 24+00 Crioeam NOTE: FOR CROSSINGS WRH LESS THAN 1' (1.5' FOR SEWER AND WATER CROSSINGS) OF VERTICAL SEPARATION, A 3"x48'x108' SHEET OF EINAFOAM 220 WILL BE PLACED BETWEEN THE PIPES WIN SAND PLACED AROUND THE CROSSING PIPES AND THE EIHAFOAM SHEET. SEWER AND WATER CROSSINGS SHALL MEET THE 1998 CRITERIA FOR SEWAGE WORKS DESIGN, SECTION CI-9A.4. 25+00 P , Pf RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACTOR'S/CONSRUCOpI RECORDS BY DATE. TITLE/POSITION: CONFIRMED BY CITY DATE: WALL DRAIN NOTE 1) WALL DRAMS WILL BE TIGHTLINE W NNECTED TO STORM SYSTEM AS APPROPRIATE. 2) ALONG BACK OF LOTS ADJACENT TO NORTHERN AND EASTERN BOUNDARIES, WALL DRAMS SHALL DAYLIGHT TO DITCH AS APPROPRIATE. LOT DRAINAGE NOTE - ALL BU11761GS WILL BE BgNTLWE CONNECTED TO THE STORM SYSTEM, AS SHOW HEREON. DMEWAY NOTE- 1) ALL DRIVEWAYS ARE TO BE INSTALLED PER CITY OF AUBURN STD. DETAILS STDW-IA h STDW-1B, UNLESS OTHERMSED NOTED. 2) LOCATION OF DRIVEWAY CUTS ARE APPROXIMATE ONLY, SHOWN FOR PERMITTING PROCESS. EXACT LOCATION OF DRIVEWAY CUTS SHALL BE DETERMINED AT THE THE OF CONSTRUCTION. CATCH BMW NOTE- 1) ALL CATCH BASINS ARE TO BE INSTALLED WITH WSD.O.T. STANDARD PLAN 62A FRAME AND GRATE UNLESS OTHERWISED NOTED. 2) UNLESS OTHERWISE SHOW, OFFSETS ARE TO CENTER OF CATCH BASIN OR MANHOLE. STOW WE NOTE' STORM DRAINAGE CONVEYANCE PPE WITHIN PUBLIC RIG NT-OF-WWY CALLED OUT AS 'SD' SHALL BE OW OF THE FOLLOWING MATERIALS: PPE TYPES COVER PVC, SDR-21 >18' PVC, SOR-35 >3' PLAIN CONCRETE PPE (<12-0) ASTM >3• C-14 REINFORCED CONCRETE PPE (212.0) >18' ASTM C-76 DUCTILE IRON PPE >6• CLASS 50 x 52 EXPIRES- 11-07-D2. PROJECT REF: FAC 101-0019 `/�/•i N5� THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION REOUIREMENTS. A Oved By QL,� S -L4 Dote Approveit 4f z or L i 3 m d Z � o Ei � ro U a �S8 �a �a .PD c „I i P I o3a io d P V rI n 1v _.J .I Q Z $ ui p as m 3 00 ^ N Q ,Z Q W W J W 0 DATE SEAS 01 VAk WA yf I 4 Q r ar P his 0 J`f7 AE EXPWE9 1-31- PFK LECT 111111110111111111 Jwry WW •MN16 Cgs" cu •d JE ppwm %m 4 w Q%IL CHECKM ML 114bv BBC • T 20 M 11 5 E MM MD t UAWAIo-m�=I DATE 411dl101 Or r . w SHEET i OF34 FLE NO rn 03L 0 1696 GRAPHIC SCALE AREA 18 at LAKELAND 20 0 10 20 40 ROAD AND STORM PLAN AND PRORLE - NATHAN AVENUE S.E. ( IN FEET) A PORTION OF THE ME 114 OF THE S.E. 114 OF SECTION 6, TOWNSW 20 NORTH, 1 inch = 20 ft. * 1 10 RANGE 5 EAST, W.K CRY OF AUB^ WA""T(„ 1 WAY lf�Yr„R-J�IV _ - - - - 14 15 Fib _598 16 2-4WfW - _ _.. ,I W 117 8 -.w - - --- _ - - 33+ 7 4 1�j ___ - - -1_� OVER s�-- _--LE.=ftG•l2, 1f 1 L LE 'SY7�3T 1ST LEI= 6Kf6;,715' �ZS3f.B90 19 k OW r - -COMSIMICI,W EXISAIG 15f STUB 1 I.E SI 8� (N 'Df.77- 7�--_ - �. _ _ - - ._ OONIRACTpt 1ZlY LOCATION AND bE. l` 51f.417 1s 594 596 0-m 602 - I G04 / / 606 / 606 �� SEE SHEET 8 FOR CONTI1ATrON _.. UTLRY CROSSING TAKE C *K)M MEW CLEARANCE ADDi K%kL NOTES 587.50 WATER 588. 2 S 1. WATER AS NECESSARY 585.64 (SANITARY) 587.17 WATER 1.53 WATER AS NECESSARY 7.89 ATER 0.50 ' SEE CROSSING NOTE. IRS SHEET 586.68 TSANITARY) 3R_T3 STORM 1.4 - 586.67 (SANITARY) 588.08(STORM) 1.41 - 588.04 TWATER) 588. STORM 0.50 SEE CROSSING NO , 587.02 SANITARY) 587.64 STORM 0.6 SEE SING NOTE, THIS T 586.73 SANITARY 587.88 S TIC- 586.84 (SANITARY) S919YTII 3.81 DEFLECT WATER AS NECESSARY 597.40 (SANITARY) 581 STORM 1.43 - 588.16 (SANITARY) 589.18 (STORM) 1.02 - 588.72 (SANITARY) 589.92 M 1.20' 1 E'LEVA TO CONSTRUC1� I 1 IF 15-0 SD 0 94A 1 NORFY ENGI�ER OF ANY � 0.75% 19LF4'/ DWsew I 4 , 'v1 6 - 1 1 F.F.= 595.0 II FF= 5 - 1I EF= 594.5 / I Ei.= 595.0 1, 15.0 I 'I ' I _ J 1 - CTb X9a1R 17 iYM I ' I --- -SEE SHEET 16 FOR CONTINUATION 280.00' VA; 1 I 8 II A 'e �//596 F.F.= Sl5.5 % 1 F.F.= 5n0 ' 10 e F.F.= 595.0 -S7A: 34+82.16, 33.'84 L7 INN.= 591.50' ' e SiA:34+24.34, 77.28 LT- STA :34+15.56' 74.09 L7 a INV- 592.00 ..,I INV.= 54. W `. ter----_,; I e - �• F.F.=SBt.b -598 3.24 LOW POINT STA - 30+58.81 i" ' 5VMTC HORIZONTAL IGHHPMTAT 37+ +00.3 LOW'.._ 7 _ /� \ 610 , 610 � LOW SST STA 3+2+82.7 ` \ 10W POINT ELEV - 591.47 1' � 3' VERTICAL NIGH FOMi STA - 32+00.32 75 PV4 STA = 30+60 PW ELEV = 594.26 PVT ELEV = 591.90 // ■ PVT ELEV = 590.78 I A.D. - 4.31 / RIM a I \ _ _ A.D. = 6.83 / � I A.D. - 6.16 K = 30.13 K = 40.97 / _ - = W.10 573./z LS IS _ _ _ �... - - - I.E. - 589:33,-15' W) 'H�1� T7P 1 - .. -. I -... K= 74.60 130.00• � __ - - _ �. eYiG77-i,TfAl �y 90.00 VC - _. _ - - - - J I.E. = III 12' (jam '.. •W ___-----_-- -+ 1S 14 i7Js5 STA=34+20.94-55.M'LT ■ W _ - STA _ - PILET1.e. 517. Iz .� RIM = 3SdSa- 5lF:�& sal. cs + - _ �34-7� (seKj say �■ --- + _ RIM G� 5�2$ 12' (w,N) 51r,. o - a o RM = SeER suns 61s nS� I.E.iC = searµ: s i» +I, ... 600 _ - .. hn _ - - - •c9 +w +w EXISTING GRADE A7 �.. ■; LF� (N }fq•'K S i(a% _ - i oa, a'. .",. .n 27 IF I2'/ SD _ 5�r3$f f. -. _ _._. Ir_ C ,:" 600 n ° nh ` r n,n 1 <^ ,o .e'7�f 4 .. t nf, 4' (►1 RIM = W.06 ST4, N1 _ ;+ _ rn ) RIM -. 5fte5. 111.19 STA - LE = mm 1 S1f.7b W 1�+ Y! yy.!�. .. W W F .• `^ Y 27 LF 72•f.SD I.E. = bee.fr, I�,�1 61W.63 4i 5Y RIM -Tana?& 3. 1 16 L s s mm • 6152 x � )Is(h11 W mm - 3.7E I.E. - 56�36. 6 tz( ■ I E = 6�8a4 12" (N 5'M 99r 1'' s 51YLffi - 1. E. - 6!!. 61 12" (w) a a 9 0.7i/. _ _ E = 6tNl, IL" (F I.E. = 5bB.67, 1 W) PROPOSEDGRADEAT -.._ _.. y 516 _ •,1 - -7... X I.E. = 569.00.RIM "i.05 8�(E _ - . LE. Gq I. _- � _ - R.C.R" LE• 1-_--{.. - __ - __ -. - - - - - - _ u, _ _ .adi- _�---- f�T �-���/ CBilx o � � g 590 49 `$l Q ` 8'0 (A WATER I. •"+ W - LF __ SDR35 SEWI:R -- - ---- -- 8'I PVC -LSTA---- _ : 30+00 - i � S.E. JJ_ - --_ ■ STA: 31+87.28 - ri INTX NA A . S.E._ PC STA 33 24 33 M A: 21+.94 - S . PC STA: 30+37.82 PT STk 31+04.33 STA: 60+00.00 - 66TH ST. S.E. + ELEV - 592.58 ELEV = 591.62 ELEV = ELEV = 593.68 OELEV = 593.46 N a0 N '_? n n E; m qa rn �m rn �rn a om rn on ri on ri ri $ ,ri IT " DRYMAY NOTE- 1) ALL DRIVEIPAYS ARE TO BE INSTALLED PER CITY OF AUBURN STD. DETAILS STDW-IA & STDW-1B, UNLESS OTHERWIED NOTED. 2) LOCATION OF DRIVEWAY CUTS ARE APPROXIMATE ONLY, SHOWN FOR PERWTIING PROCESS. EXACT LOCATION OF DRIVEWAY CUTS SHALL BE DETERMINED AT THE TIME OF CONSTRUCTION. 31+00 CATCH BAM NOTE- 1) ALL CATCH BASINS ARE TO BE INSTALLED WITH WS.D.D. T. STANDARD PLAN 02A FRAME AND GRATE UNLESS OTHERWSED NOTED. 2) UNLESS OTHERWISE SHOWN, OFFSETS ARE TO CENTER OF CATCH BASIN OR MANHOLE. 32+00 WALL DRANV NOTE' 1) MWLL DRAINS WILL BE TIGHTLIE CONNECTED TO STORM SYSTEM AS APPROPRIATE. 2) ALONG BACK OF LOTS ADJACENT TO NORTHERN AND EASTERN BOINDARIES, WALL DRAINS SHALL DAYLIGHT TO DITCH AS APPROPRIATE. :ll LOT DRAINAGE NOTE- ALL BUILDINGS WILL BE TIGHTLINE CONNECTED TO THE STORM SYSTEM, AS SHOWN HEREON. 34+00 CROSSM NOTE FOR CROSSINGS MTH 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 €THAFOAM SHEET. SEWER AND WATER CROSSINGS SHALT. MEET THE 1998 CRITERIA FOR SEWAGE WORKS DESIGN, SECTION C1-9.1.4. .._. __.._600 'I , 'I I '1 i 602 D/ 13 __.. -__. 604 N F.F.= 569.5 `-)I IV (n�JLJ NAME JAS) DATE 'f 11`27 EXPIRES- 11-07 STOW IT " DRYMAY NOTE- 1) ALL DRIVEIPAYS ARE TO BE INSTALLED PER CITY OF AUBURN STD. DETAILS STDW-IA & STDW-1B, UNLESS OTHERWIED NOTED. 2) LOCATION OF DRIVEWAY CUTS ARE APPROXIMATE ONLY, SHOWN FOR PERWTIING PROCESS. EXACT LOCATION OF DRIVEWAY CUTS SHALL BE DETERMINED AT THE TIME OF CONSTRUCTION. 31+00 CATCH BAM NOTE- 1) ALL CATCH BASINS ARE TO BE INSTALLED WITH WS.D.D. T. STANDARD PLAN 02A FRAME AND GRATE UNLESS OTHERWSED NOTED. 2) UNLESS OTHERWISE SHOWN, OFFSETS ARE TO CENTER OF CATCH BASIN OR MANHOLE. 32+00 WALL DRANV NOTE' 1) MWLL DRAINS WILL BE TIGHTLIE CONNECTED TO STORM SYSTEM AS APPROPRIATE. 2) ALONG BACK OF LOTS ADJACENT TO NORTHERN AND EASTERN BOINDARIES, WALL DRAINS SHALL DAYLIGHT TO DITCH AS APPROPRIATE. :ll LOT DRAINAGE NOTE- ALL BUILDINGS WILL BE TIGHTLINE CONNECTED TO THE STORM SYSTEM, AS SHOWN HEREON. 34+00 CROSSM NOTE FOR CROSSINGS MTH 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 €THAFOAM SHEET. SEWER AND WATER CROSSINGS SHALT. MEET THE 1998 CRITERIA FOR SEWAGE WORKS DESIGN, SECTION C1-9.1.4. .._. __.._600 'I , 'I I '1 i 602 D/ 13 __.. -__. 604 N F.F.= 569.5 `-)I IV (n�JLJ NAME JAS) DATE 'f 11`27 EXPIRES- 11-07 STOW \./W rTG NC 1 G• STORM DRAINAGE CONVEYANCE PIPE WITHIN PUBLIC RIGHT-OF-WAY CALLED OUT AS "SD" SHALL BE ONE OF THE FOLLOWING MATERIALS: PIPE TYPES COVER PVC, SOR-21 >15' PVC, SDR-35 - >3' PLAIN CONCRETE PIPE (<12'0) ASTM >3' C-14 REINFORCED CONCRETE PIPE (_12"/) >18' ASIM C-76 DUCTILE IRON PIPE >6" CLASS 50 o 52 RECORD DRAWING CERTIFICATION THESE DRAWINGS COWOFM TO THE CONiR iCR" CO tlC1IDOLR ORDS BY: DATE: zY- T7TLE/F'OSITTON: CONFIRMED BY CITY DATE: PROI,ECT REF: FAC OW-0019 sr/I./.i y THESE PLANS ARE APPROVED FOR CONFORMANCE MTH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS. AWoved ex 1I&.,,.....,; S .� Date Approvack A,blo i i3 cd � � a O 2- Eli a a� LlH ono xm�IN0 r I 1 NYf r c � o W 3 o a N �Y �a u � o � U J Q W Lu 1 � V TQ VVVIII Z MM a� W W U DATE SEALIED VAk VA 4 ti Jf ST AL EXPIKS, 1-31- L PeIO�GT MiMM�1 iwrY WIRIeIY DEEM (Li Yd JF DRAWN .Lw OW CHECK® ME Wobw SEC A T 10N Rb� PLJE No tVAIdAANa9DUWl DATE 4611100 SCALE r-w .WIC OFI F" NO J2500lJ_ of 0 146 S N 1 r' GRAPHIC SCALE 20 0 10 20 40 ( IN FEET ) 1 inch - 20 ft. � o 0 h b b `1 11 12 F.F.= 5%.0 \ F.F= 597.5 598 " STA:34+39.47, 76.82 LT STA:34+52.19, 70.49 LT INV.= 593.50 INV.= 593.fW) •.� STA: 34+72.69;' 4529 L7 i WV.- 594.00 598, `' - _ I 10 F.F.=...., 598-- - WALL DRAW NOTE= 1) WALL DRAINS WW1 BE 71GHTLINE CONNECTED TO STORM SYSTEM AS APPROPRIATE. 2) ALONG BACK OF LOTS ADJACENT TO NORTHERN AND EASIERIN BOUNDARIES, WALL DRAMS SHALL DAYLIGHT TO DITCH AS APPROPRIATE. AREA 18 at LAKELAND ROAD AND STORM PLAN AND PROFLE - 65TH STREET Sl A PORTION OF TIE ME 114 OF THE SE 114 OF SECTION 6, TOW90-1P 20 NORM RANCE 5 EAST, WAA, CFT Y OF: f • 1 6211 1. TE- -q= 'it? (NT 67s - t .1 I 26 LF 12'0 5D LE = 5w4" 546.9i 4 m • MM[ LOW POINT ELEV = 593,24 LOW POINT STA = 32+82.17 N>• 94� % 1 ■ PVI STA = 33+75 ■ PVI ELEV = 591.90 RIM = 60£E5602.81 A.D. = 6.83 I.E. = 597ij5, 13' (W,E,B) 547•E1 I.E. - SBQ3$-E CN) S"'547�2 K - 40.97 1•E.= -48A4 t2 280.00' VC EMSTING GRADE AT IJ / E = 517.91 12' / 610GRADE APt 10 _ - -_ _- VFIQSWWG NOI - FOR CROSSINGS WITH LESS THAN 1' (1.5• FOR SEWER AND WATER CROSSINGS) OF VERTICAL SEPARATION, A 3"x48'x108" SHEET OF ETHAFOAM 220 WILL BE PLACED BETWEEN THE PIPES WITH SAND PLACED AROUND THE CROSSING PIPES AND THE ETHAFOAM SHEET. SEWER AND WATER CROSSINGS SHALL MEET THE fW CRITERIA FOR SEWA$ WORKS DESIGN, SECTION Ci-9.1.4. 65th STFAM7 S.E. STA: 34+3097 TO STA: 38+59.15 i" = 20' HORIZONTAL 1" = 5' VERTICAL "PT STAB .35+37Lfi1 250.00' VC , HIGH POINT ELEV = 624.94 i ■ HIGH POINT STA = 40+62.59 / PW STA = 39+75 - PW-ELEV - 626.00620> m5m A.D. -6.68 / m K = 37.41 / A / / 1�}1 RNA I _ PC STA: 37+60.65 12---f= 6' MS) fiww 6' S j(K) rook. 9 ELEV = 601.14 ELEV = 613.82 Op cin ciO LOT DRAMGE NOTE: 4 ALL BUIIDMOS WILL BE TIG NILWE CONNECTED TO THE STORM SYSTEM, 5 AS SHORN HEREON. 6 35+00 37+00 UTLITY CAOSSM TABLE CROWN INVERT CLEARANCE ADDITIONAL NOTES 0 1 7 CROWN INVERT CLEARANCE ADDITIONAL NOTES 589.58 SANITARY 1. - 6M.55 SANITARY - 589.55 SANITARY 2A7 STORM 2.91 - 804.13 SANITARY .GIB S 1.95 - 594.54 (SANITARY 596. STORM 1.98 - 60/.13 SAMTNt 2.12 - 596.D4 (SANITARY 597.1 STORM 1.12 - 610.24(STORM) 610.76 WATER 0.52 CROSSING NOTE, IRIS SHEET 598.90 STORM 599.4 WA R SEE CROSSING NO 1HI5 SH 609.25 SAWTARY 614.0 WA 4.78 - 599.43 (SANITARY).1 1. - 607.67 STORM .28 0.61 CROSSING NOTE, THIS PAGE � o b u II �'- F.F.= 619.5 _ �-' - &TA:38+35.04;18.21 LT _ -' 624 AF10 626 __ - -628 -630 -- 00, -i32 \ 634 \ I �I j 1 24 / F1F.= 6220 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, SON-21 >18" PVC, SDR-35 >3' PLAIN CONCRETE PIPE (<12"I) ASWM >3' C-14 REINFORCED CONCRETE PIPE (_>12.0) >78" ASTM C-76 DUCTILE IRON PIPE >6• CLASS 50 x 52 1��30@ V RLV NAME -DATE •2Y-03 RECORD DRAWING CERAflCATION THESE DRAWINGS CONFORM TO INE CONTRACTCIRZ IRUC ON RECORDS BY: / DATE: Y-Z • o RTLE/POSIRON: 9-µ-. «f 4A-10ne 1Xf�-`tee? CONFIRMED BY CITY �4- DATE:.Z.sria DATE SEALED '3-al EWIKS, 11-02-02, PRQIECT REF: FAC IM-0019 9'/4:/s/ y THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN•S ENGINEERING DIVISION REOUIREMENTS. AWOV6a B}c�.�,,.,.� s Dde Approvad ok( P� VAKfF �� Of VA Hf4r p0 � f f41S s ONAL DPW& 1-3F PF40 EC/ 116MY1IM imy 1LWMI■IY Dean ar.rE+■. DRAMM J.MC rd A.L CHECKED S MUWWr am 6 T N nn R Vic_ F'E M L MaAND-IAd 1 DA7■ 111100LE 1f -- W SHEET -1 CC-L4 F LE MID LAKEL�Mb-� GF ° 5!IA I� '( 3e of D 16`5 SS' f_ WE I n I 1 GRAPHIC SCALE 0 0 0 0 0 NORTH ( IN FEET ) 1 inch = 0 ft. b b I _ 1 , FF = 621.y1 F.F.= 611.5 F.F.= 617.5 I F.F.-615.5 I F.F.= 614.0 616... STA:43+71.00, 33.00 LT INV= 615 50. TA: 44+16'88, 33.00 LT 1 STA: 44+60.96, 33.00 LT 1 V,= 613.50 1 INV= 611.50 TA: 45+03.42, 33.00 Li 614 - ,Lt..STA:43+2&23, 33.00 LT 1 I V.= 609.00 INV= 617.00 • • r_ESM_L _ --- 672i_ +- -- J 2651 LF 8'I fa'U�1L =� IN ;T - ~ i A CIIYrelr AREA 18 at LAKELAND ROAD AND STORM PLAN AND PROF LE - PERRY AVENUE S.E. A PORTION OF THE NE 114 OF THE SE 114 OF SECTION 6, TOWNSW 20 NORTH, RANGE 5 EAST, Wall, CRY OF AMW WASHWITON o bo g SEE SWEET 17 FOR COI 11ft BON 1 39 11 40 41 wn 43 '. 44 F.F.= 611.5. 1 I F.E.= 610.0 F.F.= 607.5 i F.F.= 604.0 F.F.= 60.i.0 1 1 I I F.F.= W11.0 I I I / i i i i i �1 i k �, • 1 TA:45+50.80, 33.00 LT 1 TA: 45+97,74, 33.D0 LT V= 606.50 1NV.= 605.00 ; STA: 46+13.24, 33.00 L7 1 1 STA: 47+31.1 T;, 33.00 LT MV= 602.50 ' STA:46+90.55, 33.00 IT , INV= 6GO.Ob 1 INV= 60200 1 STA:47+72.35, 33.00 LT INV= 599.00 1 I }} I --_-r__ --___ _ _c_ _-_-- • _- _ _ _- ------ If r .<[ ( ' I - ----- - L 598 /. _ srii•_ - 47+001 6i FACE OF- 1 Cm - - 608- 1 0 •v. _• a . • _ i. 1 1 1 1 N ♦ • ♦ 1 1 -L- -- 7. 1WA IF 1-It • 1 • 1 _ 1 - f - i - - _ --_- --_ 1 a. y INV= 600.00 .00 RT - - - - WALL DAANV NOTE STA: 44+50.40, 33.00 R7 -• I �. • � � � ---�- � - �.� 1_ STA.44+85.81,33.00 R7 A45+37.53,'�33.00 R7 - / - - • 1 ° I) WALL DRAMS WILL BE TK9ITLINE CONNECTED i0 STORM SYSTEM • 1 I NV= 612.50 _ i V= 609.00 1 TA: 43+83.65, 33.00 RT I • I �TA56+28INTX A4 68TH15TPERR1rAYE. S.E. _ AS APPROPRIATE. S7A:43 13.20 'R ''• I IN1X. STA: 43+72.00 PE VE. S.E.11=� I I A: 607.00 7A: 46+24.17, 33.00 R7 •:• I I 2) ALONG SACK OF LOTS ADJACENT TO NORTHERN AND EASTERN INV.= �61320 i ( ) I BOUNDARIES, WALL DRAINS SHALL DAY7_IGHT TO DITCH AS I 4 ELEV 603 r x I • I I I IN STA. 48+20.67 PERRY AVE. S.E. - - - • \ - APPROPRIATE. _ I ) STA: 26+16.40 {677H ST. S. ". "' 1 1 I - I I STA 14+3019 (69TH ST. S.E.) • r - F.F.= 616.0 I - � _.- ELEV - 616.40 1 -- .._. � ,� 1, �` 4tt., 602.00 I a,. � �. I •: h-� I ELEV = STOW PM NME. s E 1 V ! a7 N AJf1A g Be1 DpC� ' I I 1 i I .88 I 87 I 86 w 1 I �4 I I F.F.= 603.0 I STORM DRAINAGE CONVEYANCE PIPE WITHIN PUBLIC RIGHT-GF-WAY • 111 CALLED OUT AS "SD" SHALL BE ONE OF THE FOLLOWING MATERIALS: F.F.= 6f0.0 I 84 I I I _ _ _ P,E= 615.5 F.F.= 614.0 , F.F.= 6120 ( I I - PIPE TYPES COVER F.F.= 608.0 i _ - --=--- �-- - --� , PVC, SDR-2T -._ _.tom •'.:!+n .:• b :P I I N I o PVC, SOR-35 >3 SEE SHEET 9 F'pt COR1MUA11011 ob ob SEE SHEET 15 FOR C'OHIMUAIWN ,lo ,��+ SEE SHEET 17 FOR GONIMUAINTN PLAN CONCRETE PIPE (<12"/) ASTM >3' - PROPOSED GRADE AT C-14 Co TYPE 1 LOW POINT ELEV = 600.82 BAI& TYPE 2 48'W W/SOM LID REINFORCED CONCRETE PIPE (212Y) >18" A = 46+ 4.18 - 1 1 L TA j�5'7� ASTM C-76 RIM . 806.29 �5• L LOW POINT STA = 47+62.88 RIM= 4" 66 .11 I.E. - Oft 12' 4HWD46 PM STA = 47+55 I.E. = 5ft IS 6".DUCTILE IRON PIPE >6" I.E. - 688:9$ 8" (tE G"H oo.5s _..- _ PVI ELEV = 600.03 1 E. =�ki3, 1r SM4.04 : CLASS 50 or 52 -Rw SD .i- AD = 7.27. - I .t.76x 1 K = 12.30 1- TYPE 48'I 0 I - ttt- RM = 4iB6:?01B -0. 90.00' VC I.E. = 58ki'Q 1x 6". c 5W7* I � 1 - SDR3. .F..w_ - - - - - _ _ _ _ _... .... I•E• yfR.zylz).. - o ,n .STA =. 47+62 -_1 16 LT.. ! 1 E..ST1.4S (fii + o' RIM = SO& IS GQo-44 g + - - Al A PVC -� ='--- 0 01!w TEIP : Y I.E. = 395:rr4, 12 W) "5.44 + g_ _ 5 SEINER 29s 1r ��^ LE. = 558 94 B' 545.74 27 0 SD b I _ __ i o.711� j b Wes• -. JOSTIIG GRADE AT (Z - - M4; 4 FA 610 tct s DIMEWAY NOTE 1) ALL DRIVEWAYS ARE TO BE INSTALLED PER CITY OF AUBURN STD. DETAILS STDW-IA & STDW-18, UNLESS OTHERNSED NOTED. 2) LOCATION OF DRIVEWAY CUTS ARE APPROXIMATE ONLY, SHOW FOR PERMITTING PROCESS. EXACT LOCATION OF DRIVEWAY CUTS SHALL BE DETERMINED AT THE TIME OF CONSIRUCTKM. Sib Z46'W -_ _ -- ��\\ RM=666.4iGeoY47 A : f2 - - � -. 8 s P 11 1 E - 595.98,- 62'" a�� � � ] LOT DRAINAGE NOTE - LE. » f 17.42 - sDR35 : - TIGHTUNE CONNECTED TO THE STORM SYSTEM, IE =618f, 17i GW•� - IFR • STA, �3+25 00 TO STA: 48+20.67 �_ Y04 _ -- - 5 \7 - h ALL cs WILL BE I E. =+itY-,i� 6 GW-t5 AS SHOWN HEREON 600LE . = 6n.e2117- PERRY AVENUE S.E. o ' __ _ Lf. GW.57T Ix' (s II `~" R 2e 1F 1rW 5o I" = 20' HORIZONTAL - �� ��iaiX-•t,t !�_ �.�,__ 1 6ao _ - 0S Ci=J 03AfK 4.23% 1" 5'VERTICAL LEI.E. LE%Ll9•TZ - --_-=u S7A:'43472 MTX PERRY AVE. S.E. _ STA. 46+68.17 -w. MIX PERRY Al.S.E.-- -0---- STA: 26+13.69 - 6 TH ST. S.E. STA: 56+2D.44 - 68 Si S.E STA:. 48+20.67 - i INTX PERRY AVE SE - ELEV= 616.40 ELEV n 603.74 S7A14+.i0.19 - 69TN S7 S.F. 602.00 E72:b.O bb bt0 b.O b(U .O i0 b .O b t0 44+00 45+00 CROSSM NOM FOR CROSSINGS MTH 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. SEWER AND WATER CROSSINGS SHALL MEET THE 1998 CRITERIA FOR SEWAGE WORKS DESIGN, SECTION Ci-9.1.4. , IJ Y CyA�0� 88 MC3 TABryLE�/� /�gypp/�y�/��� V K)M �U�T1-ff n�VB <At/Y7/�C � � ALM KWAL �y���p N07M 613.58 STORM) 614..42 WA 600.J6 SANITARY601.76 STORM 1.40 - 596.44 SANITARY) 598.58 STORM 2.14 - 606.49 SANTARY) 609.36 WATER 2.85 DEFLECT WATER AS NE ARY 605.74 SANITARY 67W34 STORM 0.61 SEE CROSSING NOTE, THIS SHEET 605.58 (SANITARY) 606.08 STORM 0.50 SEE CROSSING NOTE, THIS SHEET 601.83 SANITARY) 602.83 STORM 1. - 600.80 STORM 601.77 WATER 0.97 SEE CROSSING NOTE, THIS NET 598.80 (STORM) 599.30 WATER 0.50 SEE CROSSING NOTE, THIS T 596.51 (STORM) 596.97 WATER 0.46 SEE CROSSING NOTE, THIS SHEET 47+00 48+00 CATCH BASIN NOTE 1) ALL CATCH BASINS ARE TO BE INSTALLED MIN WS.D.O.T. STANDARD PLAN 62A FRAME AND GRATE UNLESS OTHERMSEO NOTED. 2) UNLESS OTHERWISE SHOWN, OFFSETS ARE TO CENTER OF CATCH BASIN OR MANHOLE. f�.RF61 STEW rC�12 SrONAI �� NAME DATE •Z✓-03 EXPWtES- 11-07-0Z RECORD DRAWING CERTIFICATION THESE DRAWMOS CONFORM TO THE CONTRACTOWPICON5JIWICTION RECORDS 13 DATE: %-ZY• 03 // RTLE/POSITKM: _ -P4 C Gr wli oats CONFIRMED BY CITY _ DATE: PROJECT REF: FAc I-0019 0 THESE PLANS ARE APPROVED FOR CONFORMANCE MTH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS. Approved By Date Approved 4; � s o s b Z a a � �a N ^ x�gp� Nn0 « °i ✓1 c �4 o � cv E v o� u h �a Q W R Ld J C Cd Q }mv 00 t6 Q < W DATE MAIM BY -al AK y WApA,' e IST 1Dp 1 � ���ONALa��r EXPIRES 1-31- PROJECT MANACER JWrrV wdms d DEW Ni.•R WWA JE DRAWN AW WWd Cir1 C:/Ep0SO ML 1118MWr BEC6 T20MR5E PLE NO I:\LWaAND--SD\2W5I DATE MM SCALE r - W SHEET ,4 OF34 F LE NO LAKELAFD-SO PF' SuAi 6 ,, 3-� oxD#Cc5 k h GRAPHIC SCALE 20 0 10 20 40 ( IN FEET ) o I inch = 20 ft. w f / a / / 3 602 AREA 18 at LAKELAND ROAD AND STORM PLAN AND PROFILE - NATHAN AVENUE S.E. A PORTION OF THE NE 114 OF THE 8E V4 OF SECTION 6, TOWNSW 20 NORTH SEE SHEET 8 FOR CONI1NUAflON o 5 iW C 1 1 OF WANTON 'v/ \\ 1 \ MTX. STA: 50+00 THAN AVE. S.E. 22+71.69 (67TH ST S.E.) \ • EL 598.92 F. 6010 R = 150.00' • A Vic° • �/ F.F.= 596.0 L = 172.65' \\ // A = 492108 i ' R = 150.00' STA: 52+84.39, 33.00 LT i L = 129.20' INV= 589.44 .A v / I \ i 596 UWE # ' --- 1 STA..'50+75.90, 33.00 R7 x� x � \ - _ ,:► "„\ \° #25 4g.84' r- W INV= 594.00ce M .. / STA: 50+84.16. 33.00 R7 Niif F° unr r , erl F.F.= 59Q3 _ \ .. •5,•SIDE • I ' - - - _ - < \ 1 .. iIL/ - � 5.5_LANDSC-i- i �T ��( \• / _ -_ _ / " . - / -. I r , li + ' STA:52+95.69, 56.16 R7 .'I •94 • 1 51+ �.3 .00 RT I I INV= 5-9-"0.00 = ' STA: 52+65.54, 32.98 R F.F.- 504.597F.F.- 5YZ5 I J STA 51+78.H 33.00 RT S1A:52+23.36, 3J.IX) RT ,INV= 592.00�F.F.= 594.STA:53+15.40, 73.78 RT EF= 5970 INV= 593.OQW INV= 392.50INV= 590.50 OR96I F•F•- 5e5.0. _.._ " " ' M \� F.F.= 5%.0 ' F.F.= 985.5 � EF,= 594.5 596 I ! 41 LF 12•0 SO • 0.z416 i 598' --� LS o6 I , ' TYPE 1L W LID \� 130 If 12'SD /fie .?- STA: 68+ 596 43. RI `� - M - 51F.00 + - btr. , [.1@ TYPE 59I W/SOLID LID -!':. { -.t I.E. = 467:56, 1Y ($,NE) St . STA 69+7&09� 33.�50' LT i - - _ --596 597 ;' \- .- `� - RIM = 5IF.56 + -)M 519. _ - - 694 -- IE.=387:4-Y, 2 (.N)`,.SSc.,6 ---- -- - ---- 590 t - - t2LF Ito mfad --.-- -- - - _ - - ___-_-- - CQN ECT ING 12'.STLE TD ETSSTCo CO _-OMMR-T0 VERIFY LOCATION AND-------- 'nnag PRIOR TO CONSTR(XTM -`- MLL8 way - - -- MkREPANCIES. - - -- _ --- - --- ----- Py, ;nn I9 a 35 I \ 610 100.00' VC 8 PW STA = 50+75 _ m PW EL.EV = 596.67 L' S�' TYPE 1 NUM = 66W 5"" �i A.D. = 1.00 STA _ IL - 0M, 12• (S Q) ISU 41 n r - ro K = 100.02. _ RIM = W&.J6- S%.47 I$.= 5l3r34^e' 5 1,*1, R NF �4 r _ I.E. rII/dF.. 12' - ,S 541.24 -. - -� ed--- J Gi W L.E. - mil'$' 6,1.s7,s"�ii .moo (tp�-y FIM �$ LE _ 600 - - - - PROPOSED- GRADE AT qC - - EXISTING GRADE AT; LE - it a 590 - 1alo m 8 'b€4. 26 LF 12•I SO n I445 L m ' () 5111.?4 1 • LOW POINT ELEV = 593.33 son wm W LOW POINT STA = 52+8439 STA '.= 53+00.72 - 30.72' RT I PVI STA = 53+50 RIM = 5 f S,2.53r m PW ELEV = 591.17 1•E = 51i48, 1 ` ('SEt Sa7.Sl I.E. s T 7-i3, q. I'N) L AD. - 7.11 LS 39 i.E.=SM.So Znl N� K - 42.19 1 INLET u _ 300.00' VC RIM = 5e294 S,T t3 s I.E _ J", 12• (SIN) s "MG W 28 LF3e2**IR 600 RW - SPEW S,z. N't � I.E.=iN:e[, Ir WC" ST7. � I.E. = 58&3" sss.s4, ." (w r• -------------- (y1�] N 120 !F fYI SD 0-L•!rR L.oE 590 � � }��) bS 8"0 PVC SOR35SEWER _ ---- -- -- _. -- - �'---- -_ -- "_-- -.._- -_- 25 LF 12'I SD • 8 U WALL DRAM NOTE 1) WALL DRAMS WN.L BE TKIITUE CONVECTED TO STORM SYSTEM AS APPROPRIATE. 2) ALONG BACK OF LOTS ADJACENT TO NORTHERN AND EASTERN BaINAARIES, WALL DRAMS SHALL DAYLIGHT TO DITCH AS APPROPRIATE. LOT DRAINAGE NOTE ALL BUILDINGS WILL BE TIGHTL1NE CONNECTED TO THE STORM SYSTEM, AS SHOW HEREON, DANEWAY NOTE- 1) ALL DRIVEWAYS ARE TO BE INSTALLED PER CITY OF *ft" SID. DETAILS STDW-IA & STDW-IB, UNLESS OTHERMSED NOTED. 2) LOCATION OF DRIVEWAY CUTS ARE APPROXIMATE ONLY, SHOWN FOR PERMITTING PROCESS. EXACT LOCATION OF DRIVEWAY CUTS SHALL BE DETERMINED AT THE TIME OF CONSTRUCTION. CATCH SAM NOTE= 1) ALL CATCH BASINS ARE TO BE INSTALLED WITH WS.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. STOW WE NOTE' STORM DRAINAGE CONVEYANCE PI'E WITHIN PUBLIC RIGHT-OF-WAY CALLED OUT AS 'SD' SHALL BE ONE OF THE FOLLOWING MATERIALS: PIPE TYPES COVER PVC, SOR-21 >18' PVC, SOR-35 >3' PLAIN CONCRETE PIPE (<12'I) ASTM >3' C-14 REINFORCED CONCRETE PIPE (_>12•I) >18" ASTM C-76 DUCTILE IRON PIPE >6- CLASS 50 a 52 CFK)SSM NOTE: FOR CROSSINGS MTH LESS THAN 1' (1.5' FOR SEVER AND WATER CROSSINGS) OF VERTICAL SEPARATMON, A 3"x48"x108' SHEET OF ETHAFOAM 220 MILL BE PLACED BETWEEN THE PIPES WITH SAND PLACED AROUND THE CROSSING PIPES AND THE ETHAFOAM SHEET. SEWER AND WATER CROSSINGS SHALL MEET THE 1998 CRITERIA FOR SEWAGE WORKS DESIGN, SECTION CI-9.1.4. URJTY CR06WSQ TABLE ��FdOWN #wEF , VLEA tVC "DDI /yMV NOTES 590.37 7WATER) 1.37 S 1.00 CT W 588.22 (WATER 88.72 5STORM 0.50 SING SEE CROSNO SHEET 586.18 (SANITARY) 587.90 STORM L72 - 5%.33 (SANITARY) 587.42 1.09 - 586.64 (SANITARY) 587.22 STORM CROSSING NOTE, THIS SHEET 586.87 (SANITARY) 588.50 WATER 1.63 DEFLECT WATER AS NECESSARY iM IJ D LJ ET NAME -DATE y'2yA;, RECORD DRAWING CERT'IICATION THESE DRAWINGS CONFORM TO THE CONTRACTOR'S TRUCTION RECORDS BY: DATE: RTI.E/POSITION: /°` .--C J CONFIRMED BY CITY DATE: -AL= EXPIRES, 11-07- PROXCT REF: FAC P-0019 014101 .y THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS. Approved ar" Date Approved: �3 3 s 0 ro n U = Q W U a N j� cnq i_' GRAPHIC SCALE 20 0 10 20 40 ( IN FEED ) I LDcn = 20 rt. AREA 18 at LAKELAND ROAD AND STORM PLAN AND PROFILE - 68TH STREET S.E. A PORTION OF THE NE V4 OF THE S.E 114 OF SEC.71ON 6, TOWNSHIP 20 NORTH, RANGE 5 EAST, WWII, CITY OF MMUF V, WAS*XU N e SEE SHEET 13 FOR CONTINUATIONe 1 _ \ \\ so it 81 82 I 83 I li I II A vv. VFF.= 596.0 I I1 --- EE= 07.5 FF= 5960 F.F. 599.0 I $TA: 53+69.36, 33.00. LT INV= 592.00 STA:! 33.00 L7 I r I i QY I I 606 \ \ I INV.= 594.50 I STA:54+45.42, 33.00 Li `\ *, I � INTX. STA: 56+2d44 (68TH Si S.E.) I 1 \ 1 \ I I INV= 595.50 +. A I i I al ELEV = 603.74 I f r 84 -� ArL 598.\\ \ _ `� STA:54+45.42, 33.00 L7 I E _ 6060 I I I I \ \\ INV= 596.00 I I idoe 1 � 116LF6'I _____ 10 0'TX_. ' ----- ---- ----- jI I ESM'T. I I . I 1i �- � < • \ S spE1FALTc : .� I 'y 596 _ S +0D ^ Cry T _ - - I I 1 _ \ ce 6 �x� a• I I I i a `. II --/_ _. �' ���'�____ (17 LF 6_0_ I` 1 ' UTIL r `�// -R]W --- ---7- i�(i/�(�j I '� •3 �- /-T' -!-�- ___-_ Y I_ ! . - _ -------, 4. 594'. ' / B• - sl STA: 53+85. / + • • 1 i I '-- 84, 33.00 RT 4 k i I STA:54+65 99, 33.00 RT STA:55+05.02, 33.00 RT I I j ( I ) I 1NV. 592. 604 STA: 54+19.32, 3300 R7 i INV.= 59600 INK=-- 50.50- STA: 53+53.68, 70.88 RT i INV.= 594.50 I - I I ' - I INV= 592.00 r M� 90 I 92 A, CIpA� F.F.- 594.5 Alf : 94 I F.F.-'51&5 F.F.- 597.5 I F.F.- FF .- 601.5 ' F.E.- SUO ' y F.F.= 595.0 - - --- I STA: 53+3545, 77.83 RT r \ -- - - - - - r - - - - - _- 602 INV.= 591.00 TO COB I SEE SHEET 13 FOR CpI1NUAA6 SEE SHEET 17 FOR CONTINUATION 620 " - _. -. -'� 2 I PVI STA = 55+50 R ■ LOW POINT ELEV = 593.33 PW ELEV = 601.39 LOW POINT STA = 52+8439 W ■ PM STA = 53+50 K = 47,30 - - _ _ _ _ _ cd -112 PVI ELEV = 591.17 I 100.00' VC T I A.D. =17.11 < �cdK - 42.19 300.00' VC 610 Q ■ Cma s +' TYPE Z 4f'0 W W s a r• N RIM = a"" 599./i F (v I.E. =5p&6i, tY' 58612 nh n,�n' /.6 w.;lip-7i z ■ _ Y � s� x _ ■ NUA z 5"00 S'13:97 4E, STW Tip /2'I (`N) W W i e 0 Pvc SDR35 SEWER Q - 00119 01 rn= 1 0m. - - - BTA- 53 F3212 TO STA 56+28 44 --- - - 1' = 20' HORIZONTAL 1' = 5' VERTICAL ■ ■ STA: 56+28.44 -rH NTX 68TH ST. S.E. _ P7 STA 54+18.44 STA: 46+ .17 - PERRY AVE. S.E. _ ELEV = 603.74 pp �� ~ by N b OISi � vi� O 00 NO ON 54+00 CH06119m W ITE= FOR CROSSINGS WITH LESS THAN 1' (1.5' FOR SEWER AND WATER CROSSINGS) OF VERTICAL SEPARATION, A 3"x48'x10B• SHEET OF ETHAFOAM 220 WILL BE PLACED BETWEEN THE PIPES WITH SAND PLACED AROUND THE CROSSING PIPES AND THE ETHAFOAM SHEET. SEWER AND WATER CROSSINGS SHALL NEET THE 1996 CRITERIA FOR SEWAGE WORKS DESIGN, SECTION C1-9.1.4. 55+00 56+00 0 UTILITY CROSSING TABLE C *K)VM NVVERT CLEARANCE ADDITIONAL NOTES .33 WAVER S 0. SEE CROSSING NOTE. THIS SHEET 567Ni SAMTAR .1 1. - 5f7.11 SANITARY 569. 75 WATER 2.64 567.90 (SANITARY) 590.71 WA 2.81 DEFLECT WATER AS NECESSARY WALL DRAM NOTE' 1) WALL DRAMS WILL BE BGHTLME CONNECTED TO STORM SYSTEM AS APPROPRIATE 2) ALONG BACK OF LOTS AIMAC,ENT TO NORTHERN AND EASTERN BOUNDARIES. WALL DRAINS SHALL DAYLIGHT 70 DITCH AS APPROPRIATE. LOT DRAINAGE NOTE- ALL BUILDINGS WILL BE TIGHTIINE CONNECTED TO THE STORM SYSTEM, AS SHOWN HEREON. DWYEWAY NOTE- 1) ALL DRIVEWAYS ARE TO BE INSTALLED PER CITY OF AUBURN STD. DETAILS STDW-IA R STDW-IB, UNLESS OTHERWISED NOTED. 2) LOCATION OF DRIVEWAY CUTS ARE APPROXIMATE ONLY, SHOWN FOR PERMITTING PROCESS. EXACT LOCATION OF DRIVEWAY CUTS SHALL BE DETERMINED AT THE TIME OF CONSTRUCTION. CATCH SAM NOTE- 1) ALL CATCH BASINS ARE TO BE INSTALLED NTH WS.D.O.T. STANDARD PLAN 82A FRAME AND GRATE UNLESS OTHERMSED NOTED. 2) UNLESS OTHERWISE SHOWN, OFFSETS ARE TO CENTER OF CATCH BASIN OR MANHOLE. STOW PPE 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 (c12"0) ASIM >3' C-14 REINFORCED CONCRETE PIPE (>_12.0) >18" ASTM C-76 DUCTILE IRON PIPE >6" CLASS 50 m 52 11 o m MLJ NAME DATE -Z -03 RECORD DRANNG CERT"RIN THESE DRAWINGS CONFORM TO IW CONTRACjOR'S� UCIT ROS BY: DATE: `�' 2 o TITLE/'POSITION: CONFIRMED BY CITY DATE: S s'Di OSINKS, 11+7-02._ PROrECT RER FAC OM-0019 C. THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUM M'S ENGINEERING DIVISION REQUIREMENTS Approved By Date Approve& rT� JC 7 �7 o o q b r.Ur {Zq,S� O a a U N m garn N�Yf no 0 ypOOUO V NO~ �H F n� N U J W all gIE � ,�� a Q Z t Q9 W J W U DATESEALED _j l P4 V A £A �� oT VA HJr 7 AL ` esamcs' 1-a- O PROJECT ►wwam .W�+r Mrls4r 4E a"JE.' DRAYFN A OW04 ®eC6 T20M RIFE F'iE NO r.\LAgaANP-$QV2_W DATE 413DM FLE NO 2010 . LAKELAND-SO 02 D / 6 6 S GRAPHIC SCALE 20 0 10 20 40 iSEFSHEET IN FEET1 inch = 20 ft. 10 FOR CONTINUATION 1 STA: 31+87.28 I ELEV Ac- '593.68 1.11 I 53 �1 I # I � ' I �# I I 1 I 11 I �1 1 I I 1 1 4.` ♦ -il t � # y 1 I 1 I 1 I SEE SHEET 10 FOR CONTINUATION o m Ei I F.F. = SiQ--'- S7A 60+45.00, 33.00 LT -INV= 59100 AREA 18 at LAKELAND ROAD AND STORM PLAN AND PROFILE - 66TH STREET S.E. A PORTION OF THE NE 114 OF Ti-E S,E 114 OF SECTION 6, TOWNSHIP 20 HORN W4 IE 5 EAST, Wad,, CRY OF Ate WANTON b b b E= 5K5 _.. --FEE WZ50 F.F.= 606.50 F.F.= 611.00 F.F.= 619.0 F. _ - - F.E= 615.0 y276 3300 STA: 61+39.15, 33.00 LT-S7Ar61+80:71...3500"L7 STA 62+60.69, 33.00 L7 STA: 63+17.22, 3300 L7 STA. 62+67.97, 33.00 L INVR 599.50 INV= 603.00 INV= 608.00 INV= 611.00 INV= 615.50 INV*595.50 Sik 62+i1.25, 3300 L7 -I \--� ---- - -- STA: 63+47.60 r� 3.00 LT 40 INV- 60350 \ INV= 616.00: _ 7;. F :OF - -- -- -, - - -- 4D - a 5.5" S(fApING� ` b------- ---- i m 6.rT 10 11I1L. T 1i -- STA: T42 - ---`---'_-)'4 I M_V _604 50 _ / i - iH LF 6'/ - -- --__L_=-=_ _ 7 a N-61+06.27, 33, RT rt "` I -- -- -- 'STA:60+45.00, 33.00 R INV= 596.50 STA:61+55.76, 33.00 RT _61+y454, 3300 Rt --rl J 1 -_T , __ 00 r INV _ • ik 624150.00, 33.00 RT STA:62+87.55, 33,00 qT IR 15.00' INV,= 593.00 67 cc cc. - 09.00 cw INV.= 613.00 r • R = 125.00' �c`fp� V INV.- 600.50 �JV W � INV- 6 NIL = 98.50' •+59 F.F,-'607.50 F.F.= 612.0 � � 6�0 F.F.= 59G0. - - F.F.= 599.5 F.F.- 603.50 ,o m b co m o v b �o N SEE SHEET 12 FOR CONTINUATION zo b I 1' I ; K. INTSTA: I TH S E) 64+53.11 66ST 622 STA: 41+02.00 PERRY AVE S.E ELEV = 024.73 I F.F.= 62,10 I •. ---.)-4----620 �- 1 618 • I L' '----_ - _ ST1:63+32.86, 33.00 RT INV.= 617.50 152 O() F.F.= 620.51 N � bll � � b m w w m m I I I - I . 616 -OA:63+74.06, 33.00 RT INV.= 620.50 61 F.F.= 623.5- a o a b SEE SKEET 12 FOR CONTINUATION n ^ 90.00' VC .- - 630-_ - PVI STA = 63+90 ,,, + .- e n PVI ELEV = 622.84 A.D. _ -6.311 K 14.10 a 620 - c raM = 18k46 401.12 STORM LINE Ar.. (.CAA 12(y) I.E. = 60h211, Ig- ( 601. sG 20 LF 12*0 SD RM -6TPF 1. 4i �� • N a ---- --- _ PROPOSED GRADE AT rE + _ LOW POINT ELEV = 592.90 LE = 804•.54, 1 (M) Is 16 LOW POINT STA - 60+36.81 EAISTING GRADE AT I.E. = 696�04, 6 1 PVI STA - 60+60 610 .A1 . a" 5v.iG PVI ELEV = 591.88 610 I.E. = mm, 1 5SM-34 A.D.12.38 ' I.E. = 4iMliic-iZSh I 1 Iz• (a) K = 7.27 f -- s IS I W T 1.� WTH S I FEE I aE.+ IBM tb �'. -2B L>-,z'r s0 LE - �+ta �.zl • /' / _- STA= 6Q-F�000O TO STA- d4#53.11 < ' !a) e i ' 1" - 20' HORIZONTAL NAME � DATE � � W S s m m • 0.50 MT e1/ R' (E� 2tA 1,i.r p.l. G _ r 1" 5' VERRCAL 64+53.11 - INlx IN ST AN = 0" 512.60 STA: 41+02 - PERRY AVE. S.E. _ LE. = 981RE1, I?- (N) sin - - - W�1ER ELEV = 624.73 m STA 6 00 - IN (' TH ST S.E. _ 'STA: 31+87.28 - NAIAN AYE. S.E. ELEV = 593.68 PT STA:�68.71 ELEV = 592.95 ELEV = 593.60 i .-o mm .- no o� I� 63+00 64+00 i ,(Jb O VO [Ob O.N m0 O '� bh h bb 'pu vmi CROSSM NOX- FOR CROSSINGS WTH LESS THAN V (1.5' FOR SEWER AND WATER CROSSINGS) OF VERTICAL SEPARATION, A 3"x48"x1O8" SHEET OF ETHAFOAM 220 WILL BE PLACED BETWEEN THE PIPES NTH SAND PLACED AROUND THE CROSSING PIPES ANO THE ETHAFOAM SHEET. SEWER AND WATER CROSSINGS SHALL MEET THE I911 CRITERIA fW SEWAGE WORKS DESIGN, SECTION C1-9.1.4. SIA Ih 61+00 um" CfiOSSM TABLE CROWN 94MU CLEARANCE ADDITIONAL NOTES 588.09 (WATER - - - W3FFTI 0. 97.10 (SANITARY) 588.73 WA DETLECT WATER AS NECESSARY 590.51 SMITHY) 592.84 WA 2.33' DMECT WATER AS CESSARY 592.53 (SANITARY) 4.53 WATER 2.00 DEFLECT WA S NECESSARY %5.35 (STORM) 605.8 WATER 0.50 SEE CROSSING NOIL, IHIS SHEET 62+00 DMEWAY NOTE: 1) ALL DRIVEWAYS ARE TO BE INSTALLED PER CITY OF AUBURN STD. DETAILS STDW-lA d STDI UNLESS OTHERWSED NOTED. 2) LOCATION OF 01WlOFWY ANTS ARE APPROPMATE ONLY, SHOWN FOR PERMITTING PROCESS. EMT LOCATION OF DRIVEWAY CUTS SHALL BE DETERMINED AT THE TIME OF CONSTRUCTION. WALL DRAW NOTE 1) WALL DRAINS WILL BE TIGHTLINE CONNECTED TO STORM SYSTEM AS APPROPRIATE. 2) ALONG BACK OF LOTS ADJACENT i0 NORTHERN AND EASTERN BOUNDARIES, WALL DRAINS SHALL DAYLIGHT TO DITCH AS APPROPRIATE. 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 >18" PVC, SOR-35 >3' PLAIN CONCRETE PIPE (<12" ►) ASTM >3' C-14 REINFORCED CONCRETE PIPE (212.0) >18" ASTM C-76 DUCTILE IRON PIPE >6" CLASS 50 o 52 LOT DRAINAGE NOTE ALL BUILDINGS WILL BE OGHTLINE CONNECTED TO THE STORK SYSTEM, AS 910M HEREON. CATCH SAM NOTE 1) ALL CATCH BASINS ARE 70 BE INSTALLED NTH WS.D.O.T. STANDARD PLAN 82A FRAME AND GRATE UNLESS OTHERMSED NOTED. 2) UNLESS OTHERMSE SHOWN, OFFSETS ARE TO CENTER OF CATCH BASIN OR MANHOLE. RECORD DRAIWNG CERTIFICATION THESE DRANNGS CONFORM TO THE CONTRACro 's G INSTRUCT RECORDS BY IV DATE: if / _-69 TITLE/POI efn7;c.Af /ILI CONFIRMED BY CITY JCAZ DATE: S•OS 65+00 4-a.m EXPIRES, 11-07- O}- PRQECT REF: FAC p1-0019 H/L,/,7 �11 THESE PLANS ARE APFROYED FOR CCHFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS AWoved By DO#E App v eNk ]Ao/ and Jd 7 (J 7 4 � o U !C a N x�gg0 Nan no Y I 1 n v 0 rnv C O�< NOW 3 n�s ul n �a N U J J Z J Y ffi J OF Q� w F- U DATE ZZil; -3•0 y VAA VA HI If r �F 61ST 6\ �S7 NAL C� EXPI 1-31 PIR4106 CT NY� Jw y wommm (6L am III Ol1A�1 �ftlYdl ttYrr am 6 T MOM ROSE FILE NO L VAXELAN0-SDYMr51 DATE U32/01 SCALE T - W SHEET VOF34 PW.E NO LAKELAND-SO 0alIDIC S GRAPHIC SCALE 20 0 10 20 40 ILIA 1w%m ROAD AND STORM PLAN AND PROFILE - 69TH STREET S.E. 1 inch FEET )11. A PORTION OF THE NE 114 OF THE SE 114 OF SECTION 6, TOVMW 20 NORTH, RANGE 5 EAST, Wad, CITY OF A(M, WA"JaTON SEE gal 13 FOR CONTINUATION m m o i�.G rn rn SEE SHEET 15 FOR CONTINUATION %EmcENn4L COLLECMIR AffrERML m o 0 - i 4, \�..., -- - STA:12+50.60135.50 Wy.l 594.5 r i- - - �.E=3�'i.5_ _ _ FF.- ,'917.5 V.- 591.2 .90 P I _r/ SEA: 12+23.49. 35.50 Li ' - - - - _ - - 1 F.F.= SOY.O 1 F.F.= 6OL50�,- iR 11 99 03 35 50 LT AREA 18 at LAKELAND - - /fl'r� j --- � - - 594.50It � - - 602 I0' t I F.F.= 6UO ` 5' i R � e r 1 44 SEA 15+47.62, J6.84' L i � - -. ►Ap F � _ - �, _ 1 .� N CL = s-GAF._INSTALL IZ' TRASH 588CK sec 2.� - - 5 F 603.0 31 50• ems. '�../ • •a 50 O I ` FACE OF t _ 1 A=24'405T� #R = .00' 282 v , STA: 10+00.00 IAQTH Si._ p� 1 `S 4+12.30 (LAKELAND HILLS WAY - EMT)��.`` 590. .`., e i� ��- 111� 587.22 INTX. ST 14+30.19 69TH S7. S.E. a3 _ 592_ 15 ACRE. '�,' 1 ,-' 1 � Y AVE.S )ELEV 602.00 STA: 48+Z0.67 (PERK .E. PAAK J UNDEVELOPED N O+ m O O N N O O O O O N '.. , 200.00' VC --. - __.__ - --_. _.. __. -. PWSTA=12+75 6f0 PW ELEV = 597.34.. I5+ 1 _-... - 6.16 LT RIM -415 CC4iECi ro EX. 1 dO SD STUB LE = 604(K K = 51.38 &35' LT+ LE. 12' (KN 5. 62 CONTRACTOR TO VERIFY LOCA110N AFD PROPOSED GRADE AT ELEVATION PRIOR ro CORNSTRUCtDNN LOW POINT ELEV = 585.82 : 8 IE. - stwbl,Iz" Lk4 -- -. AID NOWYEML6EHi OFANYLOW POINT STA = 10+65.78 @SL91i7NMm PY STA = 10+90 -- EXCR TYPEWO w i. LID PW ELEV = 584.58 a00x - A.D. = 982 4 �' RM = 5611,6E 600 I.E. 57109, IS' (E) 1 K . 1' VCCm. TYPE Z - 60'0 w THRU CURB MIST STA = 10+6&; 1 L ^ '~' _ - N RIM - 5ft5l 545.35'.. �.ZS 32 LF 12'LSD + i% -r- _ - • SD O 26K 2.Ki S N I.E. = fdr9D, 1Y (NEij 5�•K �• .. v' �� % 56 LF 12' G GRADE A7 C- n iR + .qi n ` 5` 11PE 1 w - -_d:- vi--U.,, _ _ -_ 4d 8'�_PYC SOR35 _SEWER --- -i tl _ _ - _ --_ ..Mr > o = 0+65. - 16. RT w _ -.� f..-� 166 LF t6'�O O SI)� �. -- - - - -- - -- -- s s �� I.E. =3EH3$ 12' (N)5%1.ZI 590 -. -_. �..� -_ _ _.�� - ------ -.. __ 4 rN UD.LID. _.._ --_=14+74.20-1 Lr. .. 124 DI WATER._- ,, - IN=.8F61! Le1.19 1^ RIM= 6BE6N CsZ--11`9 i' I.E. = 59t!'� 16' (M) 543.G9 32 LF 12'O SD i e. = S4s ���1��� St5.3f _- C.P. • LE. = 5ltri'3, 12' l 574•04 0449FR I.e>• 545.74, 121, Sl _---- I I Ile IF 18'r R. (.... I 27 LF 18'O SD RIM SOW 5t9.65L = 14+75.19 EX lF SD O LOOM O 1.00T .� 32 LF w ma 12'O SO IF = 569L. If N Se6.t0 r.E'.= 577.ae, rs" (� ..RIM = 666461 ez.sG _ _--_- O I.E. 9EROQ I:r ) LE = 5!%SF lY (N) 549.i83 �,6 I.E. = 568:58, 6 (� 517.40 5"-Z3 580 69TH STREET 3.E.. L55 1 -... _ ,. -... _ ` STA: 15+55.19 ( r._-_-- STA' 10+00 M- -TX 691H S7. S.E. _ ��._� LJ STA: 74+12.30 - LAKELAND HILLS STA: 10+00.00 TO STA: '15+5&19 ITN = 5W. 12' (N) SIM-4L BOUNDARY LINE MAY S.E. (EXISTING) 1" = 20" HORIZONTAL I.E. = 56l56, 12' (N) : STA: 14+30.19 _ STA: 15+48.00 ELEV = 587.21 STA: 48+2067 - PERRY Alf. S.E. SE - END CURB, GUTIER, and PAVEMENT PC 'SEA: f0+31.50 1' = 5" VERTICAL ELEV = 586.30 '. '. '. ELEV = 598.13 '. ELEV = 602.00 16 4 41 STORM PIPE NOTE. STORM DRAINAGE CONVEYANCE PIPE WITHIN PUBLIC RIGHT-OF-WAY _ CALLED DOT AS 'SD" SHALL BE ONE OF THE FOLLOWING MATERIALS: PPE TYPES COVER PVC. SM-21 >18' PVC SOR-35 >3' + PLAIN CONCRETE PPE (<12'0) ASIM >3` C-14 R REINFORCED CONCRETE PPE (->11_ r) >18' ASTM C-76 DUCTILE IRON PIPE >6• CLASS 50 m 52 11+00 LOT DRANVACE NOTE. ALL BUILDINGS WILL BE TIGHTLINE CONNECTED TO THE STORM SYSTEM, AS SHOWN HEREON. DRNEWAY NOTE 1) ALL DRIVEWAYS ARE TO BE INSTALLED PER CITY OF AUBURN STD. DETAILS STDW-IA & STDW-lB, UNLESS OTHERNSED NOTED. 2) LOCATION OF DRIVEWAY CUTS ARE APPROXIMATE ONLY, SHOWN FOR PERMITTING PROCESS. EXACT LOCATION OF DRIVEWAY CUTS SHALL BE DETERMINED AT THE TIME OF CONSTRUCTION. 12+00 WALL DRAW NOTE 1) WALL DRAMS WILL BE TIGHTLME CONNECTED TO STORM SYSTEM AS APPROPRIATE. 2) ALONG BACK OF LOTS ADJACENT TO NORTHERN AND EASTERN BOUNDARIES, WALL DRAINS SHALL DAYLIGHT TO DITCH AS APPROPRIATE. CATCH BASH NOTE: 1) ALL CATCH BASINS ARE i0 BE INSTALLED MTN WS.D.O.T. STANDARD PLAN 82A FRAME AND GRATE UNLESS OTHERMSED NOTED. 2) UNLESS OTERMSF SHOWN, OFFSETS ARE TO CENTER OF CATCH BASIN OR MANHOLE. 1 1 3 4 5 13+00 CfK)SOM MOTE FOR CROSSINGS NTH LESS THAN V (1.5' FOR SETTER AND WATER CROSSINGS) OF VERTICAL SEPARATION, A 3-x48-xIOB- SHEET OF ETHAFOAM 220 WILL BE PLACED BETWEEN THE PIPES NTH SAND PLACED AROUND THE CROSSING PIPES AND THE ETHAFOAM SHEET. SET.W:R AND WATER CROSSINGS SHALL MEET THE 1998 CRIlER1A fOR SEWAGE WORKS DESIGN, SECTION Ci-9.1.4. 14+00 75+00 LM)0 16 UOL4 NAME411--) DATE `i-Z UTLITY CA088M TABLE CROWN WENT CLEARANCE ADD(rKWAL NOTES 580.90 WATER 1: SING N 599.49 (STORM) 590.5E WATER 1.08 DEFLECT WATER AS NECESSARY 597.49 (STORM) 598.64 WA -+ 1,1 _ DEFLECT WATER AS NECESSARY 594.74 S70RM) 596.14 WATER 1.40 DEFLECT WATER AS Y 596.13 (STORM) 97.80 WATER 1. CT WATER AS NECESSARY RECORD DRAWING CERTi1CA11ON THESE DRAWINGS CONFORM TO THE CONTR C70R'S C STRUCi1ON-R ORDS BY: DATE: 2 - TITLE/POSITION: �A'� CONFIRMED BY CITY -C-2� DATE: t-SO� ENPPES PRMCT Rff. FAC p1-OOHS r1me/ 7 THESE PLANS ARE APPROVED FOR CONFORMANCE NTH THE CITY OF AUSURN'S ENGINEERING DIVISION REQUIREMENTS M Approved By �.•-v.� S-.(O�o Date Approved �/O/ 40 0 J p; O ,5� o �\ a o� �a N PO « 1 � �wn c_mCC� �pN y � N W 4 o�a u � n �a h N U 0 LLJ 1 O 9-0� W9 Z a a W J DATE SEA M V K H P � �J' IGIs AL �- Exrm[s, 4-s4- PROJECT klkkj� is" wakiam Q L w/.K DRAWN .LW! ON GA C ECIC® K Weber am T10ItRSE FIE NO a \UJMA V-SO\PB651 DATE 4N30 SCALE r - W SHEET jZ OFL4 Pig NO LAKELAND-SO 4 0101665 AREA 18 at LAKELAND 20 GRAPHICS SCALE 40 PUBLIC ROAD AND STORM INTERSECTION DETAIL ( IN F, ) A PORTION OF THE N.E. 114 OF THE S.E. 114 OF SECTION 6, TOWNSHIP 20 NORTH, L Lech - 20 n. RANG 5 EAST, W.M., CITY OF ALEUM WASHINGTON I ill I I �I1 -- FLOWLINE CURVE DATA TIER L� = 88'41'47' I QgRR IK-_- _ _ _ _ _ j ' R = 35.00' TA. 14+16.19 47.00' LT I I r- _ - STA: 14+44.19, 47.00' LT GUTTER ETA: 47+73.6'/, 14.00' R7 '" I 7 = 34.21' / = I STA: 47+73.67, 14.00' LT -I:' SJ`I s` i i I Q I i I TIER STA: 10++23.35, 52.75' LT LEV 600.45 I I ` STA: 73+58 74, 22.00' LT L 54.18' 14' 14' I I ELEV = 600.45 , r L ' 3 I TA.- 20+2249, 49.69' LT CURVE R PONi -I( JS I I 7A: 67+4 .87, 2200' LT ELEV = 51�6.94 / STA 1 79. 4200' L I I I RA POINT r,..4 I I j I Wj 00 11 1 LEY = 59Q.50 1 CURVE RADIUS POINT l STA 47 73.67, 44.00' R7 I STA 14+74.19I 4L00' LT +1. STA: f056.36, 52,00' L7 I I ' I I ' CURVE RADIUS POINT STA: 73+58.74. 57. Li // Q 9CURVE DATA i :I 6 -$ i I SETA 7367 OWLINE CURVED00' LT \ iC `r..... I i STA: 20+57.48, 52.00' LT f 7 = ATA Ip�9.S00' I I �' ��,1� i i STA: 67+49.87, 57.00' LT I' 22' I VE DATA - 9107S9 . / L = 47.12' ' - - - R = .30.00 i - ..._ _ - - 1 I 0 TX.- IELEV:.kR n I � Q \ , \ �� W I ( i = 30.00' - i ,- 1 = 35.00' 03.Qp A 1 � GU LINE / _ W LINE �/ W V L = 47.13' �' f iI a I = 35.70' S A: 1 00 9 5 ; i - - 17A10.1I- - - - �1R1•88:IT N.L18'f1= TTER TINE ' L'' ' �>•� L 55.67' I STA: 74+12.30 TILLS \ (L I 1 97A: 73 4.55„56.8' Li STA: 1L36�, 44.00' RT Q -- -- r " RT j Iv..GOTTER LINE II / di ' -.• STA-1#M.1l, t7�0' ' Y \ ` S �g ELEV 02�81' 44.00' LT i i� G� s I \ S A: J4.00�.LL LT -- i II Ill ...I ELEV 585. ELEV 600.17 a , 6 -, I, r _ A: 67+ . Z44 LT S 1 ' A INTX.- ELEV=591.33 - - - - -- STA: 20+00.00 (67TH 1 - 3R 1 14+00 1 1 3R 69TH ST. S.E. '^- STA: 8+00.00 (LAKE SST. SE) S �' �t--..__.r I \�. - la _. _... I I 67Ti-I I I�IJ p -- I GUTTER LINE INTX.- ELEV=602.00 N - - I - ST S.E. STA 13+85.I9, 17.00' RT STA: 48+20.67 PERRY AVE) //l I L`°--�� ^ STA: 48+3T67, 45.00' RT ( �y GUTTER LINE ELEV = 600.14 STA: 14+30.19 (697H ST) 66"YY STA: 14+75.19, 17.00' RT - Sl _ -- l og 4' ASPHALTIWEDGE STA 46+37.67, 4&00' LT-- .- -}- - -- -- -El 84 1 17.00' RT __ 1 .. • . _. w END. CURB -Alp GU .... , , . STA: 14+75191700' RT g�Y'" •, . l I • � hT 1 i STA: 13+85.19, 22.50' R7 Ei OURS AND Gj1a �'.I ,e 1 I ` - \ I END SIDEWALK, BEGIN N CUTTER LINE GUTTER LINE 7EMp0Rlyty ASPHALT RAMP I STA 14+75.19, 22.50' RT �x �I I4d 'N / STA 20+57.48 14.00' RT >� STA R LINE s, n.00' RT I ENO SIDEWALK, BEGIN STA: 8+14.32 57.44' LT K STRA AND HAY a 5_ STA• 74+29.39, 5843' LT FLOOLN E CURVE DATA BALE BARKER TEMPORARY ASPHALT RAMP - \ IF ' h.�. 1 / ELEV = 589.61 \ \ , ELEV - 585.32 A_ 600, RADIUS POINT ` i .P16 \,, I CURVE RADIUS POINT R = 30.OD' RADIUS POINT �- STA 14+75.19, 47' RT 1 I r I CARVE DATA STA: 10+50.95, 52.00' RT T - 30.00, STA 13+85.19, 47' RT - 1 STA 48+67.67, 45' LT - i T 910T59' 1; -r STA: 74+65.17, 57.00' LT L = 47.13' STA 48+67.67, 45' RT I >:1" R 35.00' 1 II GUTTER lX4E FLONLNF CARVE DATA - ` 22" 22' TI 35.70' 22' FLOWLINE CURVE DATA STA 13+85.19, 17.00' RT A = 895942' 1 L 55.67' CURVE RADIUS PONT GUTTER LINE A = 9131'43' STA: 48+6Z67, 15.00' RT R = 3000' STA: 20+57.48, 52.OD' RT R - 35.00' - ELEV = 600.14 GUTTER LINE { STA: 8+50.13, 57.00' LT STA: 74+65. 8, 22.00' LT T = 35.95' STA: 14+45.19, 47.00' RT _ f STA. 48+67.67, 15.00' Li R LIE ELEV = 51i6.19 L = 55.91' ELEV = 1i00.14 g NOTE: T : 2022.49, 49.69' RT 9T 8+50.50 2200' LT � = 590.50 , INTERSECTION DETAIL (D 1. A TEMPORARY ASPHALT WEDGE WILL BE CONSTRUCTED ALONG THE PROJECTED FLOMINE THROUGH ALL OF THE INTERSECTION UN71L THE ADJACENT PROPERTY AND ROADWAY IS DEVELOPED. INTERSECTION DETAIL LAKELAND HILLS WAY S.E. and 69TH ST. S.E. 2. A TEMPORARY STRAW AND HAY BALE BARRIER WILL BE CONSTRUCTED ADJACENT TO THE EDGE OF PAVEMENT LAKELAND HILLS WAY S.E. and 67TH ST. S.E. SCALE 1" = 20' (RIGHT-OF-WAY) AS WELL. SCALE 1" = 20" >,RINTERSECTION DETAIL 211 556. -99.37: LT \ \ STA 'tea° 77, 14.00RT 69TH ST. S.E. and PERRY AVE. S-E. \ - 591.19 SCALE I" = 20' I LINE I CURVE RADIUS POINTI��LLLL """""" , \ \ STA: 21+00.42, 30.00' LT ST 3+8&23, Ps.16" I _ _ - _ - - - - _ _ CUTTER \ \ �V \ STA: 30+38.77, 30.00' R7 I STA: = 614.55 114.00' RUT i ., •• \ ELEV = 614.55 I I 14' 14' STA: 43+5&23, 43.84' RT STA/�1+33,Bs, GO! ILK tNr 39.79' L �° I I $T+( 303.9.72. I+MLT \� i1 FL�WLINE CURVE ATA ` ` •. SCURVEu DIUS POOIINT R ST} 25+89. 14.00' LT 'ELEV = 591.1 \ ..�V 4 n - 7806'32' . STA: 25+69. 4{.00' R . ' EL4V \ , R -\ .00' \ INIX.- ELEV=598.9� I = Lu ftOWUNE CURVE DATA \ \4 i = 4.34' STA: 22+71.8 (677H it - , FLOMM CURVE ATi1 A = 7722'49' \ \ \q - L _ 90' - - - - - - - - - - - - - 5'fk.-- 00:00-(NATH SAVE) , A = 9017'52' I I I� FLOV E CURVE DATA R= 30.00' \ �' T R= 30.00' I 0 T - 24.03' \ : ; h HITTER LINE _ I i- A - 9.42'OS' CURVE RADIUS POINT L - 40.52' \ T:1; 21+ ,. i = 47.28' I I 6 • •.. R = k9..00' STA: 43+28.2$ 44.00' RT CURVE RADIUS POW \ \ • STA: 3D+09.63, 44.00' RT :, A n GUTTER LINE I I - - � _ r.9 / STA: 25+69.92, 44.00' L7 STA: 21+10.62, 3OOT LT \ ELEV = 5 3.93 a �'- f ___ --- �. -- STA 44+16.23, 14& R1 4 - STA: 30+39.32, 30.00' L-� \ , s, _ -- 6 7TH- --�SrFll.46-44.16' RT ' - ( \ - - - TIER LIME 1 -Sfll I ELEV = 614.09 . STA: 4S+Z8.23,77"O0 Rf - SGUTTER TA 2 +U1100..62. 14.00' Y7 •0 1 59L2 s# " Si o T. S'.E00 ... • - .> - 16j6lYB'7 � • ELEV 25699.9a52, 43.84' L7 �\ STA 30+09.73, 3 0' LT \ - _ - _. ••• y - . ELEV = 590.52i 1.15 - 1 -� $ I 909'` 11 - •. i / �' g . B6 '� V . -' >t. 22 v II yo,60 ( 59i { •. 9 - _ --- --- --- I � I V \ I GUTTER LINE > R STA 30+13.39; 1�' RT _t �STA:-S0+T3.21, 41. ' LT � 6> 00+bb } I - 9- x� �` ` , - ° 6 • CUTTER LINE \ \ '\ _ ELEV = 600.49 • ,: a r s> > 00+£b 1\ - QOW� (�VE DATA \ -- -- --- AVE. S.E. : STA 22+v.&9-14.00' RT \ -- - .. CJ�C• ."_ `. ------ --STA: 50+14.00. 44:QO' RT \ R = \ ,4 ---------- - --- - :..' n �i ELEV= 596.30 I -_ '-�,- >. >. i INTX.- ELEV=592.58 S L -T.109" V 23 �39 JO Od S POINT - - - - - - - ----- 18' -�---------- - �' RA' 21+ .94 i71TB 01L 1 ff D TA • - -- �----- ----j � +000.00 NATHAN AVE) I STA: 50+43.07, 30.00" -� ' I I \-----------------� --- �. /: I R = 30.001 I gIT1ER LINE - 30.00 $S��k 22+85.8, 43.0T RT INTX.- E1:EV=L16. � - fO �• 7 = S7k 5043.07, 14.00' Li STA: 43+72.00 AVE) L - 47.12' I 14' 14 � �� • L > ' CURVE RADIIS PgNi I I Z ELEV = 597.22 ' STA 26+13.69 (67TH,ST) ' STA 22+27.69, 30.00' RT I Q N I I I STA: 50+44.00, 30.00' RT INTERSECTION DETAIL ® ST22 LINE sl,i48B\ R7 F' W 1\ INTERSECTION DETAIL 67TH ST. S.E. and NATHAN AVE ---- STA: 50+44.0q 14.001Rr QIQ 67TH 3T S.E. and P�iFtY AVE. S.E. SCALE I" = 20' ELEV = 597.2L11 11 Z, ,r D SCALE 1" = 20' 1 NVTERSECTION DETAIL � 67TH ST. S.E. and NATHAN AVE. S.E. 0 SCALE I" = 20' 0 SIA 13 uF RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACTOR'S COHSTRIICTION RECORDS BY DATE: TITLE/POSITION: CONFIRMED BY CITY DAIS: PRD,ECT REF: FAC 101-0019 rZeA 7 THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AU'BURN'S ENGINEERING DIVISION REQUIREMENTS. Approved By. Date Approved: ftl2 D/ q- o o o U =o ¢ U 2 2 y Q Z W Z'i U O a a coo mc Nn0 I I C 5" cX � da NCB kkuh N J J z Q¢LLJ TO Z JQz cil , .-. Cl U M co Um3� 0 LU � a wad w c Q V cc uj W r W Z W J H U DATE SEALED -1 EWMS- 1-31- PIIOMICT MANAa■I Jerry WehdlY I)ESM 6LJ Ole JE DRAWN ,.LW. enC G k CFECKED M Weber SEC 6 T 20 N R 5 E RE Np I: \LAKELAND-SO\26851 DATE 4/30/01 SCALE 1' - 20' SHEET 18 OF34 FILE NO 2W51 LAKELAND-SO i 02 f') I G6 5 m A` o� 9 ti i� n 0 g �n J W n � I ar I r , ---------------- 1 { I I I I I GUTTER LINE I I I GlIT7ER LINE STA: 32+01.28, 44.14' RT -+ I SL4: 31+73.27, 43.77' RT STA 60+44.14, 14.00' LT I I STA: 60+43.77, 14.00' RT ELEV = 59252 I V E 592.52 • •4 M ,tH I � CURVE RADIUSPOINT RADIUS POINT FLO*JNE CURVE DATA STA: 31+43.27, 44.00' RT 5% 32+31,28, 44.00' RT I 1 A 18933145" STA: 60+43.77, 44.00' R7 STA: 60+44.14, 44.00' L7 1 �.( 1 R=130.00' I 1 7 129.7T GUTTER LINE FLONLIE CURIE�DATAI ' L 1/6.89' STA: 31+43.27, 14.00 RT A = 907542" 1 1 1 STA: 60+14A ), 44.00' RT R = 30.00' I _ \ ELEV=592.75- -- _ - L = 47.26' GUTTER LINE - \ _ -STA:-929131:29, T4.-( STA: 60+14.00, 44.00' 1 ELEV = 593.13 r_ l�Tx=-Ekfv=593.-sa 2 7A: Ji+87.28 (NATHAN AVE� 6J STA: 60+00.00 (66TH Si) , -r-- r r r 710N DETA L NATHAN AVE. S.E. and 66TH ST. SF. SCALE 1" = 20' I I � I GUTTER LINE I I I >6'� ° I STA: 64+U8.88, l4lU fdH •' GUTTER LINE ELEV = 622.74 1 1 T+, ST4: 40+88.23, 43.84' RT CURVE RAMS POIkT I tam ... S7 : 64+09.34, 14.00' LT STA: 41+46.13, 44.00' R EL�V = 622.77 STA: 64+0/, 4f.00' R - FLOILIIE CURIE A1N I FLONI!W CURVE DATA A = 90'17'S2" I I R = 30.00' I I 4 A = bb9� 42 08" CURVE RADIUS POINT T = 30.00 I I - R = MOO' STA: 40+58.23, 44.00' RT L = 47.28' I I T = R9.84' STA: 64+09.34, 44.00' Li GUTTER LINE L =.97' STA: 41+46.23, 14 RT "-STA.-6*'+36.W,,-44.1b' RT - \\ 7TER LINE = 623.82 - - - - -STA. 4T+58.23,74.ov-R7- - STA: 64+39.34, 43.84' LT ° ELEV = 624.51 - t - - - - -' MTX.- ELEV=624.- r STA: 41+0200 PERK A STA: 64+53.11 66 TH (PERRY I r r Eyl I CT10N DETAIL 66TH ST. SE and PERRY AVE SE SCALE I" = 20' pre f,IA 101 0, 3s AREA 18 at LAKELAND PUBLIC ROAD AND STORM INTERSECTION DETAIL A PORTION OF THE N.E. 114 OF THE SE 114 OF SECTION 6, TOWNSf 20 NORTH, RANGE 5 EAST, WAf,, CITY OF AUBLF , WANTON 1 I I r r \ \ I FLDM M CURVE DATA' A = 5732'11" R = 3100 ' GRAPHIC SCALE 20 0 10 20 40 (INFM) L inch = 20 ft. \ r r FLOWLINE CURVE DATA FLOW1 r T = 3L02' , STA: 38+34.57 111, LT STA: 34 / P.R.C. L = 31.13' A = 5T32'11" , 1 \ STA: 34+62.30, 30.5T L7 I I R - 31.00' r ELEV. = 617.60 r \ - _ ROMUNE - - _ T = 17.02 I PRC STA- 38+ .07 18.69" L7 FLONIIFE VE DATA L = 31.13' FLOWLINE P.RC. _ CC88�( STA-34+83.41, 14. LT , STA: 38+ .83, 30.57' LT FLORM CURVE DATE A - 163D8'45't \ ILLEV 597.76 L - _ - r _ - I- - A = 163DB'45' R = 39.00' i V----- -i - T - 263.24' I �� R = 39.00' \ / a , STTA38+Oa74; .1,4.00' LT i I ` \ T = 263.24' L = 111.05' y /� -�� _ELEV = 616.02 -� \ ,/ L = 111.05' STA, 34+30.97, 20.00' LT (NATHAN AVY S.E.) �/ \ STA: 34+3D.W,-20.00' L7 (65TH ST. S..) / � i� - �� \\ FLOWLINE CURVE DATE 4.\ I - _ _ - = 163'08'45" L=a11.05' FLOMLINE CURVE DATA R 14.00' 1 T \ \ \ ti T = 99.( I : ' # C(IRV£ D - •9T 3t+59.15` 20.00' Li 65TH Si.-S.E. _ L 47.91' 91' I I 1 11 "CURVE8A ,< _ �l• Q Rp =SODj•50' \ 1O _ TA�, 38+159.15. 0.00' L7 (PERRY AVE. S.E.) `K� T I I tow low PC S 141 14' T 3 I 38.73 14 LT r - K•-: 6 / I FLOWLINE / P.R.C. STA: 38+90.47, 30.57' LT I59.15. 0.00 - Y S.E: _ FLONLINE P.R.C. \ St 34+30.97 0.00' Ri NATHAN AVE. S.E - STA: 33+999.65, 30.57' LT \ \\ •• # 34+3¢ 7, 0.00' RT (65TH ST. S.E.) � \ � / / STA: 38+88.61, 14' LT \ / ' STA: 38+66.8! 14' L7 \ V. _ PC A 34+23.21 14.02' L7 I ELEV. = 619.4 \ / / FLOXA E CURVE DATA FLOKPE CURVE DATA 1 71 LT _ \ / A = 5732'11' A = 57'32'11' / I / i ROMUNE CURVE DAT \ N R = 31.00' R = 31, 00' / T /INNE A = 852350 \ \ I I T = 17 02' T = 17.02" -7 ...., FL0CURIE DATA I R - 5.00' \ I L = 31. I3' L = �) " _ _ - - - A = 851636" , T = 4.61' \ $ ' \ FLONLINE _ BOWLINE R = 4..STA: 39+11.59, 1400' LT 0' r L - 7.45' \ T = 4.60' STA: 33+78.53. 114.00' LT/ / L = 7.44' STA 38+71.22, 18.6�9' L _ \ELEV = 621.47 ELEV = 593.95 I \1 1 NVTEPSECTION DETA - Nqm nnN DETAL 0 NATHAN AVE. SE and 65TH ST. S.E. 65TH ST. S.E. and PERRY AVE SIR. SCALE 1" - 20' 0 SCALE 1" = 20' I I I r GUTTER LINE I I - - SIA -4fi+n 44.00' R1 I STA: 55+84 4.OD'-RTj wjrER LINE444, ELEV = 601.98 1 1 14' 14, ST 46+54.17, 44.00 RT CURVE RADIUS POINT I Si ' 55+84.44, 14.00' L7 STA: 47+12.17, 00' R l�� = 601.98 STA: 55+84,4 , 4f .00' R I N I FLOWLINE IXMVE AT{r A = 90D0'IS I 1 , ° , FLOW CARVE DATA 0.00' I I A = 4959 42" CURVE RADIUS POINT R = 3 T = 3.00 I I R = T = �0.00' STA: p0.00' STA: 46+24.17, 44.00' RT L = 47.13' I ." - 55+84.44, 44.00' L7 GUTTER LINE I L = f7.12' �/ II r STA: 47+12.17, 14,,006RT i \ �'T71:�?41t4t-44.00' RT \ TIER�JML� ELEV = 601.44 _ - - - - -STA 46}Z4.T4"0 7,Z0'-RP - 11 � t 14.44, 44.00' LT ELEV PM20 ° ----------- --•------- ------- --- ----------- r ---------- --- - - STA: +68.17 (PERRY AVE) ' STA: 56+28.44 (68TH ST) I MFOEC770N DETAIL Q PERRY AVE. SE and WTH ST. S.E. SCALE 1" = 20' I FLOW LINE \ \\ STA: .96, 14.b0' R .33 \ [TA-153+32.12, 0.00' RT NATHAN VEL S.E. = 592 _ ELEV = 92.91 \ \ i � - \ STA: 32.12, 0.00' RT (68TH ST. E. FLOWLINE CURVE DA1A\ -'✓ TA: 53+4003 14' R7 r A = 59D5'13" \ STA: TR.A 14' R AN= 593.27 R = 31 00 - \\ i \RONLINE CURVE DATA ROIWNE CURVE\QATA r 31 97' _ OS " \ R = S.Oa' \ R = 5.00' 1 ' \ \. - 4.59' 4N S-W: 53+44. 18.65' RT T I \ 43 It T = 459' L = 7.43' • = 6556'52' ROW LINE / P.R.C. 4/ t/ \\ �` = 150.00' S a'° =. STA: 53+00.07, 31.04' R7 / / T 97. `5, I I - PRC STA: 53+19.77, 1165 R7 1 .., ELEV = 593.03 i I < >K 3 14` RT mv '" STA 53+32.12, 20.00' RT (ATHAN\A STA: 53+32,12, 20.00' RT (681M ST. S.E.) FLOWLINE CURVE DATA \\ \ y'""' . • .a A = 195'46'41" T = 101.03' \ �\ .. / LIN- L = 47,84' \ a., FLOW - STIL: 53+ 53+86.28, 14.11 R7 ELEV-- -59444- - FLOMLINE CURVE DATA \ T • Roo P. I R = 1593257" \`�\ / STA: 53 6�4,16, 31.04' RT FLOWLINE CURVE ITA L = 108.60' �---- 1 R = 31.00' / i = 757' 3 1 ` L = 1.97' r NVTEFOECT M DETAIL NATHAN AVE. S.E. and 66TH ST. SF - SCALE 1" = 20' RECORD DRAWING CERTFICATION THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS RY DATE: TITLE/POSITION. _ CONFIRMED BY CITY DATE: E%PIKE 11-07- PROJECT REF: FAC DI-0019 rAze� THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION RECUIREMENTS. Approved By l_/^�J 1.mms,. .SrC.f'o�/�//JJ Date Approve& .( S 3 �11 0 0 ` r � O b � gg� 3 J > W a a� U N xmo^� N♦YI no Sr m L O1n n c� NEa 0 �n n N U .I .I z Lu J � N. Q W a W J W U EATESAL E 4 'JA VA c �f7 VIAL EN EWIRES, 1-31- PROJECT YMIAO1 •A1nr Iwbllr QA ali.at DIUIYYN 4x, ad" C14EC1aD K INE SEC 6 T loft A SE DATE NO 1LAyl" -$Qwy1 MTE liC.AE.E r - 8D' SF$T .RyO� � FLE NO . LAKEWb-SO of D 166S M i I 10' �I WI ;I G� JON1T UTILITY �I TRENCH I I I 2' 7YP. I TYPICAL 6' OR 8' ROOF DRAIN LOCATION I I I lu 2% GAS CAN CABLE TEL. CABLE POWER CABLE AREA 18 at LAKELAND ROAD AND STORM NOTES and DETALS A PORTION OF THE NE 114 OF THE SE 114 OF SECTION 6, TOWNSHP 20 NORTH, RANGE 5 EAST, WM, CITY OF ALMM WA"cTON LANDSCAPING STRIP LANDSCAPING 33_% It 3% \ \ I 6' GRAL BASE COMPACTED DEPTH MAW" CL. 'E' ACP CL. 'B' ACP - 2' 1T IT S1 815E 1 EASE (RESDEMIAL COLLECTOR ARTERIAL) REFER 70 AUBURN STANDARD PLAN NO. STXS-3 NOT To SCALE i 10' �I IW '- JOINT UTILITY TRENCH 2% �1DEWALK I I 2 CSTC 2 TYP 5' 5' TIP. TYPICAL 6' OR 8 ROOF DRAIN LOCATION I I i GAS CAN CABLE TEL. CABLE POWER CABLE I to' �I GI JOINT UTILITY �I TRENCH I I I 2' TYP.� I I TYPICAL 6' OR 8" ROOF DRAIN LOCATION �I I I I i I I-T."4:VTI �.e7A1�1�] 2% 2% 33%% 3X IW GAS CATV CABLE TEL. CABLE POWER CABLE 4' S C! TO BASE COMPACTED DEPTH MINIMUM 5.5' 5/8' MWN1C iC 3' CL. 'B' ACP - 3' 14' 14" 1. CATCH BASINS NOTED NTH SOLID LID SHALL BE CONSTRUCTED IN ACCORDANCE NTH THE CITY OF AUBURN DEPARTMENT OF PUBLIC WORKS STANDARD DETAIL SSFC-1 AND MARKED 'DRAIN. 2. SIDEWALKS WTHW PUBLIC R.O.W. SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF AUBURN DEPARTMENT OF PUBLIC WORKS STANDARD SIDEWALK DETAIL STS*-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. CURB CUTS FOR RESIDENTIAL DRIVEWAYS SHALL BE PRONGED AND CONSTRUCTED IN ACCORDANCE MTN THE CITY OF AUBURN DEPARTMENT OF PUBLIC WORKS STANDARD DRIVEWAY DETAIL STDW-1. 5. ALL PIPES SHALL BE CONSTRUCTED IN TRENCHES MEETING CITY OF AUBURN DEPARTMENT OF PUBLIC WOWS TYPICAL PIPE TRENCH STANDARD DETAIL GEPT-2. 6. TELECOMMUNICATION UTILITIES SHALL BE PLACED IN TYPICAL TRENCH AS NOTED ON CROSS SEC" ON. 7. THRCUGH-CURB INLET FRAME AND GRATES (IF ANY) SHALL BE CONSTRUCTED IN ACCORDANCE MTN C.O.A. STANDARD DETAIL STCB-1 OR EQUAL AS APPROVED BY ENONEER PRIOR TO CONSTRUCTION. 8. ROCK WALLS (IF ANY) SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF AUBURN DEPARTMENT OF PUBLIC WORKS STANDARD ROCK WALL DETAIL GERW-1. TYPICAL ROADWAY CROSS-SECTION (LOCAL REBpENTIAL) REFER 70 AUBURN STANDARD PLAN NO. STXS-7 NOT TO SCALE STOM CIONSIMUCTION NUM AS REFERENCED FROM THE CITY OF AUBURN 1. THE CONTRACTOR SHALL OBTAIN ANY NECESSARY STORM LINE CONNECTION PERMITS FROM THE CITY OF ALBINN, PRIOR TO CONSTRUCTION. 2. ALL STORM DRAINS WITHIN THE DEVELOPMENT SHALL HAVE STENCILED: 'DUMP NO WASTE — DRAWS TO" EITHER "STREAMS, 'WETLANDS," OR "GROUNDWATER AS APPLICABLE. RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS BY: DATE: TITLE/POSITION: CONFIRMED BY CITY DATE: 1d I z I� J Iz I� �I IW T '- JOINT UTILITY IF � TRENCH 7 I I 2 TYR I I I TYPICAL 6" OR 8 ROOF DRAM LOCATION I I I GAS CATY CABLE TEL. CABLE POWER CABLE EWMES, 11-07-p PROJECT REF: FAC THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS. Date Approve& pr-e SUN _" , 01 D 14 GRAPHIC SCALE AREA 18 at LAKELAND 11 ° p '° SANTARY SEWER AND WATER PLAN AND PROFILE - 67TH STREET SE ( IN FB731' ) A PORTION OF THE NE 114 OF THE S.E. 114 OF SECTION 6, TOWNSHIP 20 NORTH, 1 inch = 20 1t. U U U U RANGE 5 EAST, WAL, C 1 WASHii iTC�t p b btO� O O O ti a. rn m o f ' I � kit F.F.= 593.0 n 17 �' / �F CT 2"'+Do _ -. S• 70 -- "608 °TA< EF� W10 iL t_ s 421a+00 143_ • rr % C' ` ♦ 82-86 STA 0+00 R -� 1 - o- 21 H 45 IF 6"0 PVC INV. = 594.00 L = 167.00' 43 LF 6"0 PVC 597.00 606 j N � 3, TRAC Q� 96 �' y 604 r INTz. 21+44.94 (671H ST. S.E.) `jy i r STA: 00 5NAHAAVE. 91.33 ' _ \ • a , - � F.F.=:5M.5 INTX STA 22+71.69 677H S7. S.E r. NNTX. STA: 20+00. 67TH Si. S.E. '= STA: 50+0000 (NATHAN :AVE. SE.) �; 7 `• 1 STA: 168+00.00 (L AND HILLS WAY E. - ) t. ELEV='596.92' r 1 (D / o- - • ��ll STA: F /= 0 IF 6"0 PVC ' 597.00 •o o SEE SHEET 27 FOR CONTINUATION o LOW POINT ELEV = 590.02 .68 - 5. LOW POINT STA 20+62.48 STA = 22+66RT 1 PVI STA = 20+75 1 f0- TIP 1 - Will RIM = 598.5?- 5`11." + - a"�RT -ice I.E. 8" OUT = �J15 513.ri. ■ PVI ELEV = 589.08 RN = 51P17'JLIZ40 � �� LE S 8" IN --5&ir26 Se7.'45 A 0 -_ 8.00 -... -.. IE- 8� OUT LE E 8" M = 55dc25 6" -*7, _ K = 12.49 I LE IN((NEl) e = LE. 8r IN s11 LT ::EXISTING GRADE AT , RIM = 501.14 I.E. (N)) 15' OUT - 569..i5 g n 600 I.E.SJ 15' IN = 5 .$ - _._. _. /.'---� ��-.� .. _.. _. - 6OT 8 I.E. E)))) 8" IN = 570.03 n N / - -� N PROPOSED GRADE AT 41 Vlri I.E. W) 8" IN = 570.0.I 22 > -t 36" INN.... a d m co_ _- _. - _- __. - - -_ _ - .. TYPE 5410 12f ■� 40111 54'O 41 R I.E. (W9 8" OUT - 571.#57f.'rl 8.1 MAC q ,I t I.E. (E) 8" N = 6A.53 572.11 I f II ii 15 �) 12'0 SO STORM { �y 125 LF KO PVC SOR35 a *M 17 - STA: 0+33 6" I PVC � r} I I INV 0 MAIN = 586.55 II 580 sw STA: 0+43 6" 0 PVC- I I SL�L A10� EIL I P,�R 67TH STREET S.E. g 1 0 - STA: 20+00.00 TO STA: 23+25.00 --___- 570 __ _ _LI1.�-. _ - 1` = 20' HORIZONTAL J 570 _ 1• - s' l Pnru ■ 21+00 CAOS&f4G MOTE. FOR CROSSINGS WITH LESS THAN 1' (1.5' FOR SEWER AND WATER CROSSINGS) OF VERTICAL SEPARATION, A 3"x48'006' SHEET OF ETHAFOAM 220 WILL BE PLACED BETWEEN THE PIPES NTH SAND PLACED AROUND THE CROSSING PIPES AND INE ETHAFOAM SHEET. SEWER AND WATER CROSSINGS SHALL MEET THE 1998 CRITERIA FOR SEWAGE WORKS DESIGN, SECTION C1-9.1.4. 22+00 UT1-ffY CROSSING TABLE cROM INVERT CLEARANCE ADDaX NAI_ NOTES 586.81 WAVER . 1 1. DEFLECT WA A Y 593.72 (STORM) 594.41 WA 0.69 SEE CROSSING NOTE, TFMS T 598.59 (STORM) 59 .04 WATER 0.45 SEE CROSSING NOTE, THIS 9110ET WATER CX)NSTRUCTION NOTES 14 EXISTING AIR/VAC RELIEF VALVE STA: 20+30.99 - 14.72' LT REMOVE EX. 8" CAP AND TEMP. BLONOFF ASSEMBLY AND CONNECT TO EXISTING 8" STUB. CONTRACTOR TO VERIFY LOCATION, LE'S AND 15 FITTINGS PRIOR TO CONSTRUCTION CONTRACTOR ALSO TO NOTIFY ENGINEER OF ANY DISCREPANCIES AND COORDINATE NTH THE CITY FOR ANY ADJUSTMENTS. INSTALL TEMPORARY 4" BLOW OFF FOR TESTING PER DETAIL SHEET 31. 1-8" 11 1/4' BOO (FLAW) CONCRETE THRUST OLOCIONG STA: 20+68.45 - 9.63' LT 16 I- BLONOFF ASSEMBLY (LSBi FIELD LOCATE AT LOW POINT OF MAN 77 100 IF 8" D.I.P. CLASS 52 STA: 21+31.52 - 8.28' LT 18 1-8" 22 1/2• BEND (MJ) CONCRETE WWI BLOCKING 19 20 LF 8" D.I.P. CLASS 52 STA: 21+50.43 - 4,41' LT ® 1-8" TEE (MJ) CONCRETE THRUST BLOCKING 21 128 LF 8" D.I.P. CLASS 52 STA: 22+7Z52 - 636' LT 1-8 TEE (FL) © 2-8" GATE VALVES (FL.&J) 1-8" ADAPTER (FLdM) W/ RESTRAINED JOINTS CONCRETE THRUST BLOCKING © 54 LF 8" D.I.P. CLASS 52 L 13 MU NAME DATE RECORD DRAWING CERTIFICATION THESE Ol CONFORM TO THE C 7 C STRUC17ON RECORDS BY DATE: -' TITLE/POSITION. 9l{i CONFW**D BY CITY DATE: `'S• e = EWWS. 11-07-A;L 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 ����430� CI GI EER DATE PROXCT REF: FAC /01-0019 Y OB THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION REOUIREMENTS AWoved By. Y ),� ..9/.` Date AWvve& A6yQ/ PF * SrNA ZI ov GRAPHIC SCAM AREA 18 at LAKELAND 20 ° 10 20 #0 SAIWTARY SEWER AND WATER PLAN AND PROFILE - 67TH ST. S.E. ( IN FEET ) A PORTION OF THE NE V4 OF THE &E.1/4 OF SECTION 6, TOWNSW 20 NORM I Lath = 20 ft. RANGE 5 EAST, W.K CRY OF ALBUW WASF'/X ON SEE 9EET 26 FOR CONTNUA710N m m m m m m rn 774 0 6 I. F.F. 6030 FX= WILD F.F.- 609.0 F.F.- 1.0 F.F.- 6.0 F.F.- I F.F.=I21.604 NIX STA: 26+13.69 (67D IT. .E.) = I I 614 _ STA: 43+72.00 PERRY AVE. -EI) h\ ELEV = 616.40 i 1 S7A:0+54: STA 0+77 x \ i 43 LF,511 PVC 43 LF 6•< PVC. STA 1+44 STA: 1+66 - STA:2+13 I I I I 1 h i - NV. = 60BOO NV. = 60300 44 LF 64 PVC 44 LF 6•0 PVC I, _ {I,� NV. - 605.00 `INV. - 6IN0e.00: ' LF 6•0 PVC NV 610.00 - -- - RL -5 ---- --�- - - - - -__ •ry '�. a N ,. ESM' R \` " 614 LANDSC LIT I 9 24+00 25 Cm O.P. ALK l _ = 2535' - - - - - - LANDSCAPING - - - � � � • • p R - �_ r •. I i4 614 10' UTIL \ _ - -- ESM'T. t / l t I f. 9.5 STA 0+38'_ STA: 0+59 612 STA: 1+35 I \ \ `1, I 38 LF 6 W VC \ 38 LF 6.0 PVC ' 37 LF 6•0 PVC I 1 INV. = 599 P W. = 602.00 I NV. = 604.00 60R I ! t I V I 7�f 7�pp _ I _ /� � /o ' �. � I 78 �' -- �-� I � I � f F.F.= 603.0 F.F.- 605.0 � F.F.- e08.0 F.F.= 610.0 I F.E.= 615.8 � .E1314.5 1630 SEE SHUT .26-FOR-COM79NNAr10N I--.. II o... 630 90.00' 1C PM STA = 25+50 rn _. _. _ - - - -. - - - - - _. - PM ETEV-=. 614,49 I A.D. _ -3.00 _ N O PM STA = 23+85 K = 29.99 + u PN ELEV = 604.59 N W = W � A.D. = 1.00 ,620_._K._-. 90:28.',..+ 90.00' VC n .o PROPOSED GRADE AT >m m _ __ g N STA"-' JJ, TYPE 1 - OT ti W 26 h A = 33.49 - 5. Ri �+ I.E. IY OUT = 59o1i 511.65 (� 610... xw. n LE. �E r IN + 4WTII:13 �'M 76 \ - 610 STORM LINE- N O __ N � / J 8.4 a 1 EXISTING GRADE AT 36' MN.STA, 2+13 6 _ F-a 600 -_ - - - _. - g.b'I% M - NV.0. MAN.=60PS1 -. 600 24 oral pw �., mr v mN = 276 STA: 1+M 6' /PVC INV O'WANIN 5 7 ... STA: 1+35 6' 0 PVC @ v S 1 FE 1 SE. INV 0 MAIN = 9 . A= 2 +2aOO TO STA: 26+n69 I 1' = 20' HORIZONTAL STA: 0+77 6• 0 PVC 1• = 5' VERTICAL - - - INV O MAIN = 594.53 - -- - STA: 0+38 6• f PVC STA: 0+59 6• 0 PVC INV O MAN = 592.30 INV 0 MAIN = 593.50 N0 6• PVC ' i PT= 68 760.3.55 INV MAIN = 593.22AEESA STA =Y6+-06.66 .� 6.W1 RT RIM = 61663 616.1-7 I.F 11� Ir OUT I "B'93 60'+.42 LE N 8•.IN = B* "S." I.E. ) 6• N = 6" "IF,,74 WATER �� STA: 23+33.4'.1 6' 9G' LET ® 1-8. 22 1/2- BETA (NJ) W/ RESTRAINED JONT5 CONCRETE THRUST BLOCKING © 232 LF 8• D.I.P. CLASS 52 STA 25+6689 - 6.47' LT 1-8•x 6• TEE (MJxFL) ® 1-6• GATE VALVE (FLMJ) 1-6• F.H. ASSEMBLY 28 LF 6. O.I.P CLASS 53 CONCRETE THRUST BLOCKING Q 53 LF 8• D.I.P. CLASS 52 STA: 26+19.72 - 5.88' LT 1-8• TEE (FL) ® 2-8• GATE VALVES (FLXMJ) 1-8• ADAPTER (FLxMJ) CONCRETE THRLIST BLOCKING - _ 590 STA 26+72.00 - P RRYNTX 67TAVE. Sr S.E. = A%o pD n n�n fI STA: = 616.40 -,PERRY AVE. v �L u ELEV = 616.40 ' I 24+00 CRAMIG NOTE: FOR CROSSINGS WITH LESS THAN 1' (1.5' FOR SEWER AND WATER CROSSINGS) OF VERTICAL SEPARATION, A 3•x48•XIOB• SHEET OF ETHAFOAM 220 WILL BE PLACED BETWEEN THE PIPES WITH SAND PLACED AROUND THE CROSSING PIPES AND THE ETHAFOAM SHEET. SEWER AND WATER CROSSINGS SHALL MEET THE 199E CRITERIA FOR SEWAGE WORKS DESIGN, SECTION C1-9.1.4. 25+00 Y • 1'1 UTIJTY CR06BNC3 TABLE CROWN MW T CLEARANCE ADDITIONAL NOTES 611.16 STORM 611.95 WA SEE GROSSING NOTE, THIS SHEET NAMEvLi� DATE Y'Ld o3 RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSPUCTION-REG9RDS BY: DA : TITLE/POSITION: CONFIRMED BY CITY DATE: d'•� oS 17._ _. EWW& U:W 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 PRMCT REF: FAC 1-0019 j THESE PLANS ARE APPROVED FOR COMFMI LANCE 0A4 THE CITY OF AUBURN'S ENGINEERING DINSION REQUIREMENTS Maw By S�a Date Approved a�j / dj d J Q 'o R o >7 U �a N pr" S"A _max 3�; C10166s GRAPHIC SCALE AREA 18 at LAKELAND 20 0 10 20 40 SANITARY SEWER AND WATER PLAN AND PROFILE - NATHAN AVENUE S.E. ( IN FEET) A PORTION OF THE ME 114 OF THE SE 114 OF SECTION 6, TOWNSW 20 NORTK I inch = 20 ft. RANGE 5 EAST, Wall, CRY OF ALMM WASFNWON � g SHEET 21 FOR CON7MUA7pN -.- i .._ '' F.F.- 390F.F.= 594.5 F.F.= 55.0 F.F.- 595.5 F.F.- 595.0` 3 I4 IF.F.- 6 7 g 10 EE= 590 F.F.- W.0 F.F.- 050 F.F.= 5950 S7A:0+34i1NTX. STA: 30+ NATHNAVE�S.E. STA: 21+44.94 (67 ST. S.E) 0 STA:0+IZ 90 IF 6'/ PVC 1 ELEV = 592.58 i� I / I STA: 1+67 I 69 W6"/ PVC INV = 589.00 - � - I STA: 7+36 'I--- 1 40 LF 6'/ PVC INV,'- 589.50 I _ 11 I S7A:OM�56 i 40 LF 6"/ P1t ' �'I '_ -_ INV. = 588.00 _ l r, - - - _ /STA: 0+63 . / F.F.= 596.0 ( I ) I \ I STA: 0+46 ' 37 6'/ PVC - ��...I INV. = 58A5O I _ a I i1 I \98 IF 6'/ PVC 600 _ I _ STA:1+05 �� - 37 LF 6'0 PVC 589.00 . 35 IF 6"/ PVC INV. = 589.00 I .. -- STA: 0+50 ' � STA:0+67 I I INV. = 589.00 I _ . - 33 LF 6"/ PVC 34 LF 6"/ PVC - • � � � I 10 I INV.INV.587.00 INV. 588.00 - � - - - CAPMO 600 ES -_ 602- �) / o - 21'46357 `+ - � • - , � 18 .. _ 4� � / .. - I�+.,•, �12 "'..� '.'�'�.yW �.13N06 3'2_�--�" 5i FACE !i' 1 ' '� � ,. \` � _, �I F.F.= 597.5 604 �� / "".. - t2 6' LANDS • zfY ` .STA 31+8L2. N \� / --_- 606-..?r�-'--/�.. �, � i STA60+00 (66 ST. E.)604 � •° y 59368 I -599.5 T 50 / 1 Fll1C 1 I I � I � I F.F.= F.F.= 501LO F.F.= 599.§ .� \ Y / I t ' . F.F.=59.0,� °• �`� \ \ I � .q� rn rnrnrnrn mm m rn rn rn T T rn rn m SEE SHEET 29 FOR CONTINUATION rn o o ti ti o 0 SEE SHEET 21 FOR CONTINUATION o o ro a. rn m o o rn rn + ti o rn rn + rn NATHAN AVENUE S.E. 280.00' N7 /- - HIGH LOW POINT ELEV = 593.24 610 L -. - OWPPOMi STA 30+58.7 -. 1" _ 5' WRTTCAL HIM P WT ELEV = 593.71 -. _ - '. LOW POINT STA-= 32+82I7 �.� 610, 1' - 20' HORIZONTAL ,�% STA: TO STA: / 4i�ii�Z oMr srA = 32FoD.32 J RIMaLOWOINT PM STA = 33+75 - I.E. (W)', 8' OUT = 50E0B sV.41 N STA - 31+70 594.26 PN ELEV = 59L90 // 0 I.E. (E).8' M - W..92 511657 KD-PVI STA = 300.7 PM A.D. = 4.31 -I.E (N)-8' M =-58F.94 fti-41 = .16 A D 0.1 31 K = 40.97 // 1 41 1 - 48'/ \ \ \ PN E �4.60 130.D0` VC-. - _RM - 6"94 5".47 ui VC _ - - _ - J I.E. ((S) 8' OUT = 686.8; W1115.14 600 _ __. .n _v�i $ooi- -. _EXISTING GRADE AT a. »_.. - -.. -. _ -.. 600 1 Am Im 1MY =�l054 swss�' y Y _ N vi - LE 8' OUT = m ymy I.E. �N; 8' IN - W. 58i.40 Y ,.. ICE d' M = s><'4`"7 I.E.S 30+89.88 -� LT '8' M = 6ill1SSs4.s� PROPO n a I.E. 8' OUT 50 Z WW mm I.E. EAr IN 515'!.3 i ix -1 12"/ 50 STORM �(�I 34 30 (S�TA: 30+00 - (iMTX NATHAN AVE. S.E. _ ELQI = 592.58 V O p N 30+00 ' 'WATER lzrsasraRM------, SOR35 0 1 'ram STA: 0+50 (6' / PVC) INV O MAIN = -A: 30+37.82 INV 0 MAIN = 581.76 PT STA: 31+04.33 1 STA: 0+67 6" - AOI A9 V = 592.20 MV O MAIN = 31+00 N - 585.13 31+87.28 - 60+00.00 - = AOi RR 32+00 WATER CONSTRUCTION NOTES STA: 30+04.30 - 5.65' RT STA: 31+93.28 - 6.40' RT © STA: 33+90.50 - 4.37' LT ® 1-8" TEE (MJ) 1-8 TEE (FL) 1-8 45 aW (MJ) CONCRETE THFIVST MACKIM 32 2-8" GATE VALVES (FLxMJ) CONCRETE THRUST BLOCKING 29 49 LF B" D.I.P. CLASS 52 1-8- ADAPTER ® 87 LF 8" D.I.P. CLASS 52 CONCRETE THRUSFT BLUING STA: 30+52.17 - 10.26' RT 3© 197 LF 8" D.I.P. CLASS 52 ® 1-8" 22 1/2- BEND (MJ) CONCRETE THRUST BLOCMG STA: 30+63.00 - 7.51' RT 34 1- BLOVOFF ASSEMBLY (LSBL-8)- 31 1241F 8' O.I.P. CLASS 52 FIELD LOCATE AT LOW POINT OF MAIN I: 3 S�In L3 ,1 10 12 13 14 15 16 1 19 1 9.8" e.sIBI8Br+6RV0 STA: 1+36 (6" / PVC) S.E. =INV 0 MAIN = 585.18 MV 0 MAIN = 585.56 STA: 1+61 6" / Vo 33+00 /STA: 0+12 6' /PVC V MAIN = .11 PC STA: 33+24.33 STA: 0+34 6" / PVC ELEV = 593.46 INV O MAIN = .49 UTILITY CFKX38M TABLE tom' cmN MNERT CLEARANC�E ADMONAL NOTES 587.SO WATER 1.02' DEFLECT WATER AS NECESSARY 565.64 SAMTARY 587.17 WATER 1.5y DEFLECT WATER AS hffSSARY 587.89 WATER . 9 OR-W O.sw SEE CROSSING NOTE, THIS SFEE 586.68 SANITARY 588.13 S ORM 1.45,- 586.67 SANITAR 588.08 S 588.04 WATER .54 S O.w SEE CROSSING NOTE, THIS 587.02 SANITARY 587.64 STORM 0.62 SEE CROSSING N01E, THIS SHEET 586.73 (SANITARY) 587.88 STORM/ 1.10 - 586.84 SAMTARY WA 3.81 DEFLECT WATER AS NECESSARY 587.40 SAMTARY 588.83 1.43 - 588.16 SAMTARY 589.18 1.02 - 588.72 SAMTARY 589.91 STORM 1.20 - 34+00 CROSSM wo,F FOR CROSSINGS VITH LESS THAN 1- (1.5' FOR SEVER AND WATER CROSSINGS) OF VERTICAL SEPARATION, A 3x48"x108" SHEET OF ETHAFOAM 220 OIL BE PLACED BETWEEN THE PIPES MYTH SAND PLACED AROUO THE CROSSING PIPES AND THE ETHAFOAM SHEET SEVER AND WATER CROSSINGS SHALL MEET THE 79" CRITERIA FOR SEWAGE WORKS DESIGN, SECTION C1-9.1.4. °h EXPIRE& 11-07- ,a FOR WATER ONLY THESE PLANS ARE HEREBY APPROVED FOR CONFORMANCE IMTH THE CITY OF BONNEY LAKE PUBLIC WORKS STANDARDS AND SPECIFICATIONS. APPROVAL IS VALID JU V u FOR A PERIOD OF 72 MONTHS FROM THE DATE OF SIGNATURE NAMEDATE ZV-0 I 1 RECORD DRAVNG CERTSICAIMON THESE ORAMwICS CONFORM TO THE CONTRAC_ TOR'S 9 IS7R "CORDS BY: r DATE: y 71 •,2f'-03 DTLE/POSInON: 94• ccZ"42 n-M / CONFIRMED BY CITY C I DATE: S-Ar OS PRO.ECT REF. FAc pt-0019 r a •i THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF ALIBURN'S ENGINEERING DIVISION REQUIREMENTS. (� AWoved BYf-D�'z �Lr.Z=aa Date Approved:�c ..eat -i 3 I dy c Ix O O o m a cs �a N xm��� no r I � n 5 °in 3�x a u � M �a n N J zQ J O Q � z W V! a� W J W U DATE SEALED •4-/-a y VAk va t 2 -o 3 off /STt:�'9(>1r J7 NAL C� EIVREY 1-11- P1MO.CG'F iMAlb/iM9M •A>+n wurwr �C01 Ct1•L w/ AE p M dmdQA c� M Mlew am 0 T 2DK A SE F; E N0 I: VA%9AIO-9DIIM1 DATE 44NO OCALE r_- Cf 34 FILE NO . LAKELAND-SO ORD 16CS .i n 598 598 \ R/\ 598 lit' 7 •11 GRAPHIC SCALE 20 0 10 20 40 ( IN FEET ) I inch = 20 ft. 0 m STA 0+73 98 LF 6'/ PVC NV. = 590.X0'- p N < ■ 1621) LOW POINT ELEV = 593.24 LOW POINT STA = 32+82.17 ■ _ PW STA = 33+75 ■ PVT ELEV = 591.90 W A D: = 6.83 K 4097 28000VCuj . Q RAW- 34+7A56 - 5.00 RT• RIM = 6e7:6e .597.n OUT = 48768 SV,a 68749 _487 g No � � 1 rn � ■ kpffia", AREA 18 at LAKELAND A PORTION OF THE N.E. 114 OF nlE S.E. 114 OF SECTION A TOWNSW 20 NORTK RANGE 5 EAST WX CITY OF t • EXISTING GRADE ATE -. 36+00 N W N N 250.00' VC HIGH POINT ELEV = 624.94 HIGH POINT STA = 40+62.59 PIA STA = 39+75 PM ELEV = 626.00 i - _.620 A.D. _ -6.68 / K = 37.41 / Vint 1 8 1 FEE 1 SLE STA- 34+3027 TO STA: 38+59.15 1' = 20' HORIZONTAL 1' = 5.` VERTICAL 37+00 UTK-ffY CRCEISM TABLE CROWN INVERT CLEARANCE ADDITIONAL NOTES 31 CROWN INVERT CLEARANCE ADDITIONAL NOTES 588.58 SA -MT -AN 1.00 - 601.55 SANITARY 603.55 ST 2. - 589.55 SANITARY 592.52 STORM 2.97 - 604.13 (SANITARY) 606.08 STORM 1.95 - 594.54 (SANITARY) 596.52 STORM T 1.98 - 606.13 SANITARY 608.25 STORM 2,12 - 595.29 (SANITARY) 597.16 STORM IA2 - 610.24 (STORM) 610.76 WATER 0.52 SEE CROSSING NOTE, THIS 9£E7 598.90 (STOtAI) .47 WATER 0.57 SEE CROSSING NOTE, THIS 609.25 (SANITARY) 614.03 WRIER 4.78 599.43 SANITARY 601.12 STORM 1.69 - 607.67 (STORM) 608.28 WATER 0.61 SEE CROSSN/G NONE, THIS PACE 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 io I 2 F.F.= 61" '�62 I,- 1 I' STA:3+W / - �624 46 LF 6'/ PVC -; f 643.626 NV.q 50 // �' Z EFr 6H.0 _ 628 \ s -630 f �\ ""-634 e W uj j�p lPVC If ■j ■ 590 I ■ ■ \'L7 F.F.='623.0 o n � b ® 87 LF 8' D.I.P. CLASS 52 STA: 34+74.31 - 8.38' LT 37 1-8' 45' BETA (MJ) W/ RESTRADO JOINTS ® CONCRETE TIWT BLOCKING 259 LF 8" D.I.P. CLASS 52 STA: 37+30.95 - 6.00' LT 1-8"x 6' TEE (FL) ® 1-8- GATE VALVE (FLxMJ) 1-8- ADAPTER (FLxMJ) 1-6' GATE VALVE (FLxMJ) 1-6' F.H. ASSEMBLY. 16 LF 6' D.I.P. CLASS 53 QCONCRETE 40 THRUST BLOCKING 62 LF 8' D.I.P. CLASS 52 41 STA: 37+90.47 - 9.82' LT 1-8- 45- BEND (MJ) QCONCRETE 4 .THRLISTBEOWK 140 LF 8* D.I.P. CLASS 52 19 ° V o �u NAME�DATEy zy'0 RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACTOR'S OIISIR C1pN R CORDS B DATE: TITLE/P09TION: CONFIRMED BY CITY DATE:S--5-01 EXPIKS- 11-07- PRAECT REF: FAC im-0019 a/ y THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUSURN'S ENGINEERING DIW90N REQUIREMENTS. 7J Approved By Date Approve& I (3 J3 rod o: s 0 4 m a a¢�3 N $^o awn N n v £Q'n 54 x �o o;+ w ry0� �n n N U 0 J W $? Y�o'�Q e�dd J� O +-• 3 ^ V m 3 vQD 3 W Q W W U DATE SEALED r s • w P Ts 7 NAL Exp1 S' 1-31- PROJECT 1eJ6NA7111IIE J1wry waho le rpm cu a" it ONAYMN AN E061.E CHECKED It INK WC 6 T 20IL R 5.1- FLENO 1,11LAo-so y DATE 4eD/01 SCALE T-pV SHEET 241OFM F41E No _ LAKELAND-SO I-F p Sl(h ZQ U,. C" l6_61S GRAPHIC SCALE AREA 18 at LAKELAND 20 0 f0 20 40 SANITARY SEWER AND WATER PLAN AND PROFILE - PERRY AVENUE S.E. ( IN FM A PORTION OF THE ME 114 OF THE SE 114 OF SECTION 6, TOWNSW 20 NORM I inch = 20 ft N o RANGE 5 EAST, WA4, CITY OF AlslM WA"40TON 620 if 28 _ - a�3a2� �� 30 24 EB= 622.0 0 EF626.5 FE. 13LS €= 20 F.F.= 625.0 F.F.= 624.0 � F.-V623.5 F.F.= 621.0 618 FF- 623.FF.F.= 325.5 23 , o - 9D'17'52' _. i F.F.- 6 \ R 127.00• `; I I STA: 0+(D - 49 LF 6 f PVC _ - `� WV. - 616.00 L = , 43 LF 6 STA 0+OO \ STA: O+Li9 STA: O+ 45 ' F 6•0 PVC I � PVC 45 LF 00 PVC '�� r STk 0+44 STA:0+00 STA 0+00 - INV. = 618.50 45 LF 6•f; PVC STA: 0+00 r - � I "`..,� INV. = 62D.(X7 � _ 61 LF 6'0 PVC � --.. 45 LF 6"0 PVC $TA t+40 � STA 1+29 ' i .- 614 --_. -a =-- INV. - 617.50- - - V - 620 I STA: 0+79 40 l 00 - _ � 67 LF 6;f'PVC I - " r i I I INV. = 620.00 -. -"ail' - 619.00 45 if 6 T P1C. I 45 LF 6'f PVC 45 LF--Vil IN 50 IPVC 6"0 PVC STA:`0+615.OfK, \�.� \' INV. 617.00 > y- ---= 1 --- - i _, _ _ - i - , _.-i-_ INV = 618.00 IW,-_&IY.50- WY. = 615.00 NV�i 5.5 • WAIN. ■ ai J ° - SE Cq FACE OF 144. 42+t10 `Saw ------ I � t \ ! •" y� .'._ . • a .. . i - o �. . - ' LANDSCAPING - AlW \, -s - E- - - - - - - -- ! 10' iTIL. - • • r I � INTX. STA: 41+02.00 PERRY AVE. S.E. 1STA 64+53.11 661H ST. S.E.) ) II I - -I -- ' / - - I 1 I 1 ' • -1 I ELEV = 624.13 l // /� ♦` . ''_. _ 1 . r.- 61 �75 EF` d5 Ef 63.0 if. F.F.= 623..5 .... EF.k 616.0 v ' ".o m / _ .- -... 1 , • ,� _.� G SEE SHEET 29 FOR CONTINUATION _ e zo e z e ■ Ikv 250.00' VT HIGH POINT ELEV = 624,94 HIGH POINT STA = 40+62.59 PW STA = 39+75 - PM ELEV = 626.00 A.D. _ -6.68 I -EXISTING GRADE AT _ K = 37.41 - ------------ ------- __._- 39+UU 0. WATER CONSTRUCTION NOTES STA: 40+95.97 - 6,00' LT 42 140 LF 8' D.I.P. CLASS 52 1-8• TEE (UJWL) 1-8- GATE VALVE (FLxMJ) STA: 39+27.36 - 9.94' LT CONCRETE THRUST BLOCKING 43 1-8. 45' BEND (MJ) STA: 40+49.00 - 6.00' LT CONCRETE INRUST BLOCKING I- AIR/VAC RELIEF VALVE (LSBL-7) - 44 171 LF 8• D.I.P. CLASS 52 - N FIELD LOCATE AT HIGH POINT OF MAIN 4© 270 LF 8- D.I.P. CLASS 52 41+W CROOGM NOTE. - FOR CROSSINGS WITH LESS THAN 1' (1.5' FOR SEWER AND WATER CROSSINGS) OF VERTICAL SEPARATION, A 3•x48'408' SHEET OF ETHAFOAM 220 WILL BE PLACED BETWEEN THE PIPES WITH SAND PLACED AROLID THE CROSSING PIPES AND THE ETHAFOAM SHEET SEWER AND WATER CROSSINGS SHALL MEET THE 1998 CRITERIA FOR SEWAGE WORKS DESIGN, SECTION C1-9.1.4. 150.00' VC PVI STA = 42+00 - PVI ELEV = 623.75 A.D. -3.27 K = 45.81 IN :. fi&86 61'5.15 4Z+W Lazami 1 NAME g4!:2_ WITE •21' ■ i ■ I 8 ■ 620 Q` iJ K EXPIRES- 11-07 i NN FOR WATER ONLY !i]T11 UT'LJTY CROSSING TABLE CROWN INVERT CLEARANCE ADORIONAL NOTM 616.65 SANITARY 618. 4 WA DEFLECT WATER AS NECESSARY 616.49 (SANITARY) 618. WA 2.19 DEFLECT WATER AS NE Y 616.93 (SANITARY) 615.45 WA 1.52 DEFLECT WATER AS NECESSARY 619.39 (WATER) 619.89 SFOR-MT-0.50 SEE QWSSW NOTE, THIS 91EFT 616.81 (SANITARY) 618.90 WA .09 C WA A SSARY fi19.53 (STORM) 620.43 WATER 0.90 Sm CROSSING NO S PAGE i i 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 RECORD. DRAWING CERNXANON THESE DRAWINGS CONFORM TO THE CONTRACT- OR'S CQ4 UC11fYLA �ORDS BY DATE: Y 2Y- 03 TITLE/POSITION: CONFIRMED BY CITY N`� DATE:-t-S�03 PRO.ECT REF: FAC Po1-0019 '"4e y THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AU&1RN'S ENGINEERING DIVISION REQUIREMENTS. l^, S Approved By. Date Approved Pr 0 00/ ZS or- IS okD 146s AREA 18 at LAKELAND ° SANFARY SEWER AND WATER PLAN AND PRORLE - PERRY AVENUE S.E. ( IN Fser) A PORTION OF TW NE V4 OF Tw SE 114 OF SECTION A TOW NS P 20 NOWK I inch = 0 ft. N o RANGE 5 EAST, WAC CITY OF AM^ WAff*JQ ON N o SEE SHEET 30 FOR CpITORMTWON � 618 34 � 5 i36 - 37 38 39 1 40 41 42 43 44 F.F.= 819.3 -' F.F.= 617.5 .-'FF.=615.5 4.0 F.F.= 611.5 I F.F.= 610.0 - � F.F.= 607.5 F.F.= 604.0 F.F.= 803.0 i ' �� i I -I FF.= 61F.F.- 606.0 I 1 I 614 _ I i STA:0+39-45 LF 6'/ PVC STA: 0+00 ' STA: 0+00 I . INV. - 613.50 61; LF 6"/ PVC 50 LF "0 PVC STA: 1+65 i STA: 1+48 i I STA: 1+05 i STA: D+57 -. - INV = 611.50 INV. _ 645 LF 6'/ PVC 45 _Ci! PVC 45 LF 6'/ PVC i ' STA:0+10 STA: 0+75 Ir 00 NV. 50 INV,- MV LF 601.50 45 LF 6'/ PVC ' 45A LF 6?/ PVC 45 LF 6"/ PVC - - '-'- ---- -= -- - -' ' L--- .- i f I _ INV. - INV.:- 598.00 MV = 597.w- sao 00 _. ESM`L i I 1 1 , ~ :.`-�..at • �!`*y FAM=sl-� .s.. -�.� f t ':a! • �,w,. ,. 4�,_a � f }�y,� , •: ,• `•\ I,B� ±`w! * AMMO ♦ _-a Now _0 i STA 2+29 STA:2+15 I ( 35 LF 6"/ PVC 35 LF 6"/ PVC' =, I INV. = 606.04 INV_=_607..o6 I I 7Jr I I INTX. STA: 43+72.00 AVE. S.E. _ STA: 26+13E9 (SM ST. S. F.F.- ma I ELEV = 616.40 -- --- - - 88 87 Q .� •r -9 F,E=815.5 F.F.= 6140 •SEE SHEET 22 FOR CON7IAIARDN b �* � b b PROPOSED GRADE AT STA = 44+33. 3 - 5.00 RT 1 TIP 1�- W10 ROW= 6i3,6�i 6 t3.77 6 = 1 7 9 01E034 T I.E. ( Ir OUT = OW. "5S 74 IRIMI.I.E.IN6' - 606..10 6o5.io (� LE. 6064 LE. (SE) 6' N = 6N.28605.74 M LE (W) 8' W7=-6011693605.4 STA:1+42 i35 LF 6"/ PVC STA: 1+18 35 LF 6'/ PVC I . _. 0 4 NTX STA.'. 46+68.17 (PERRY AVE S.E.) � W. ' '� INV. = 604.00 i 35 PVC = INV. 602.00 I TA: 56+28.44 (68TH ST. S.E.): 19 I ELEV = 603.74 I ( I I N STA 48+206� PERRY AVE. S.E. 1>f+30.19 (69TH AT S.E.) I I I ELEV 602.00 I v• "A 86 BJ ' � I ,. 1 ( I � __---. � 84 I }� I FF.?- GUO F.F.- 612.0 F.F.= 610.0 F.F.- SKO SEE SHEET 28 FOR COMINUARON o m SEE SHEET 30 FOR CWTMAB01 b b 8 b 191 Lf8- _ 8"/ D pSq R 36" MM. Og 1? S- D STORM N EXISTING GRADE AT -� INV 0 MAIN = 607.52 - - - SU: 2+29 6' # PVC INV 0 MAIN = 605.34 Q� STA: 2+15 (6' / PVC)/ INV 0 MAIN = 604 51 G� `� PEPPY AVENUE SE I 600 I _STAi+66 6"-/ PVC - Y, STA: 43+25.00 TO STA: 48+20.67 INV 0 MAN = 601.48 W� 1" = 20' HORIZONTAL S A: i+48 6" I PVC 1' = 5' VERTICAL NV 0 MAIN = 600.45 0 PVC STAo PVC +42 8.600.09 I MV 01MAIN STA 43+72 -1 INTX PERRY AVE. S.E. _ STA 1+18 (6' /PVC) E STA: 26+13.69 - 67TH ST. S.E. ELEV= 616.40 RN = 604..41 Gof.'M L _ It ILE(E) - _ _- 8' IN= 5Y234- S�i.3y - 620 IN = 6os.SG I LOW POINT ELEV = 600.82 I.E.8- OUT =_5" 5+1. zs LE '.Ni N = W=40 fiv.s+ LOW POINT STA = 47+62.88 I S 'Ir M = SBF.48 511. s4 PN STA = 47+55 PM ELEV = 600.03 __.AD. = 727__ K = 12.38 90.00' VC Cq 610 ^ e m m 1%i l4i e W w i s \ \ 49 600 STA- " SO STO-_M PVC 0+0 - .... O MAMI =65/94P.15C) �_15"/ =5/ MAN9.SB '. STA: 57 6- / PVC INV 1 N = 4. STA: 46+68.17 -Fk NTX PERRY AVE.S.E. 1+05 (6' /PVC) STA: 56+28.44 - 681H S7 SE S.E. _ STA: 48+2067 -INTX PERRY AVE i MAN�i.4TA1- ELEV = 603.74 :� i=• . o..�� STA 1u7.5 16" / PVC.1 QTA IA +n10 - 90n cT cc INV 0 MAIN = 591.64 ^b�ryp'I Yp=3VI.Ob Cli Ts_i I---:b b b t0 b (O .O 1p b b t0 t0 44+00 PF 7 STIR Z6 of 3s 45+00 CROSSM 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. SEWER AND WATER CROSSINGS SHALL MEET THE 1998 CRITERIA FOR SEWAGE WORKS DESIGN, SECTION CI-9.1.4. 46+00 47+00 Lr LfIY CR068m TABLE CROWN AVERT CLEARANCE ADDITIONAL NOTES 613.58 STORM 614-4 WA . 4 600.36 (SANITARY) 601.76 STORM 1.40 - 596.44(SANITARY) 598.58 STORM .14 - 606.91 (SANITARY) 610.06 WATER) 3.15, DEFLECT WATW AS NECESSARY 605.99 SANITARY) 606.69 S70RM 0.70 SEE CROSSING NOTE, THIS SHEET 605.58 SANITARY 606.08 STORM 0.50 SEE CROSSING NOTE, THIS SHEET 601.83 SANITARY) 602.83 STORM 1.00 - 600.80 (STORM) 601.77 WAIER 0.97 SEE CROSSING NOTE, TMS SHEET 598.80 (STORM) 599.30 WATER 0.50 SEF CROSSING NOTE, THIS SHEET 596.51 (STORM) 596.97 WATER 0.46 SEE CROSSING NOTE, THIS Nff_ 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 : 11 RECORD DRAWING CERTIFXADON THESE DRAWINGS CONFORM TO THE CONTRACTOR'S C IISiRU�AO RECORDS BY DA . TI7LE/109TION: Q•Djt✓f Mow. 1/ CMRMED BY CITY ALA- DATE: •� D3 Lr Q'. C3 U � LU NAME ✓ _DATE y " WATER CONSTRUCTION NOTES STA: 48+14.67 - 6.00' LT 1-12- CROSS (FL) 2-12" GATE VALVES (FLxMJ) Qg 1-12- ADAPTER (FLxMJ) 1-12" x NY REDUCER (FL) 1-8- GATE VALVE (FLxMJ) CONCRETE THRUST BLOCKING STA: 43+66.10 - 6.00' LT 1-8" TEE (FL) ® 2-8" GATE VALVES (FLAIJ) 1-8- ADAPTER (FLxMJ) CONCRETE THRUST BLOCKING ® 296 LF 8' D.I.P. CLASS 52 STA: 46+6229 - 6.00' LT 49 1-S' TEE (MJxFL) 1-8- GATE VALVE (FLAY) CONCRETE THRUST BLOCKING ® 152 LF 8' D.I.P. CLASS 52 STA: 47+66.75 - 6.00' LT 51 I -BLOW OFF ASSEMBLY (LSBL-8) - FIELD LOCATE A7 LOW POINT OF MAN EXPIRES- 11-07- ,t PROJECT REF: FAC 1-0019 V 4 / THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGIN ERNG 01111" REQUIREMENTS Approved ex Qa� SA Date AW sd: �3 �3 mq 6a s R W a a� y � U N' -` LAALLANV-�U ox01665 604 GRAPHIC SCALE 20 0 10 20 10 ( IN FEET ) L inch = 20 ft. AREA 18 at LAKELAND SAWrMY SEWER AND WATER PLAN AND PROFLE - NATHAN AVENUE S.E A PORTION OF THE NE 114 OF THE S.E 114 OF SECTION 6, TOWNSW 20 NOR'TK RANGE 5 EAST, WAIL, C1iY OF AItMW Wi4SHPX37ON N o rn SEE SHEET 21 FOR CONTINUATION NTX. STA: 50+00 NATHAN AN S 22+71.69 677H S S.E EL M 92 52 \\\\ 35 J • At STA. 0+44 % 36 LF 6"0 PVC INV = 592.501 ? - ....1 STA 0+00 _ FAT F.F.= 59&3 35 IF6'iPVC- INV 59150 S.E.) F. = 603.0 " \ / A = 6556'52' STA: W24 / R = 150.00' 45 Lf 6*0 F.F.= 5f6.0 L = 172.65' NV = 590.00 I/ A = 4921'08' / R - 150.00' / L - 129.20' i N •. b 1fM err A 5 5.5' LANDSC / 38--,LF 6'4 PVC �� �- -_ _ I STA:0+69 --- INV. = 591.00.- 10� STA O*L�Y STA Oj31 i 40 - 58 0PVC 0 �' . 36 LF 6"/ PVC 40., fF 6'0 PLC NV..� / £E= 597.5 / 590.00 I N(V. = 59R50 I = •\ 7V i 1 F.F.= 59ZO 99 I I FF=_595.0-..-- __ 1 0 .. - f F:= 596.0 i F.F.= 5015 , F STA 1+21 38 LF 6'0 PLC INV = 588.00 97 I F.F.= 594.1E I _ I I -596 82 LF 6"0 NV. = 586 STA:0+00 ` 69 IF 6'0 PVC INV. = 587.00 F.F.- 594.5 E.F.=-594.5 \ 610 SSMIM8lo-3s twe I - 100.00' VC s10 ■ +�g�6� R N PA STA = 50+75 1 11610-4 TYPE 1 - 48Y LOW' POINT: ELEV = 593.33 � I,E S 6' IN =;'J17:}Sf 1 q PN ELEV = 5%.67 _ wA --N � RIM = 5e .9 594.ef LOIN' POINT STA = 52+84.39 I W li 6• N - wit v1 N A D. = 1.00 11161 = 8' OUT - 5e m"s, qW SS I.E ((N)) 8' W i = 5Bth4 5 3 PN SIN = 53+50 W 441 IL 6' N - 66344903FI n ac LE (S2 6• IN - 5%41 - 6,,.�,. «- > r-vt- K.=.100.02 S 6' N = 6eI#i3 [�3.» LE -6� N :. 5eh4}594.50 PIA ELEV = 591.17. RR _ 1.- • W / '^ LE 6' IN = 6 1f A.O. = 7.11 f6M 1�63cei m3 z K=42.19 86'" auT ¢ 3Dkg7' ss5: z I Q 300.OI)' LI SE N = BOW ESS-34 � N IN= 565d4 5>15.51 - - L� S 6' 600 , -PROPOSED-GRADE AT - - - - - _. _ ... � ` _. _-.- - -_-. _ _ _ _ - _wo EXJSIW GRADE AT -�, m - -fl �c 22 36MIN_ 0 55 ' n57 MID 3 - 79.LF 8'4 PVC SOR35 49.501fi 0.4+� :'. 3. _.. _.<.... - STA 1 (l' I PVC) �qs STA 0+66 (6' / PVC STA 0+31 (6' 0 PVC) STA 0+69 (6- 0 PV.C) AI = s44 E 580 w m Pr* SIIAT 2-'7 3S k 50+ - NIX NAIHAN AVE. SE LEV STA: 0+44 (6 • PVC) INV a- _ - STA: 0+24 (6' 0 PVC) PT STA: 51+95.89 PC STA 52+45.79 = 598.92 "TH/1 w N w ` �- ., Q AVENUE v7 ELEV =� 597.07 ELEV = 594.25 = 93.50 STA-- 50+00.00 TO STA: 3ZI2 1" = 20' HORIZONTALInm 1' = 5' VERTICAL v r� 51+00 CFIOBWQ mom - FOR CROSSINGS NTH LESS THAN 1' (1.5' FOR SEVER AND WATER CROSSINGS) OF VERTICAL SEPARATION, A 3-x48-xIOB- SHEET OF ETHAFOAM 220 IOU. BE PLACED BETWEEN THE PIPES NTH SAND PLACED AROUND THE CROSSING PIPES AND THE ETHAFOAM SHEET. SEWER AND WATER CROSSINGS SHALL MEET THE 1998 CRITERIA FOR SEWAGE WORKS DESIGN, SECTION CI-9.1.4. 52+00 53+00 UTILITY CFK)SS 0 TABLE CROWN NVEFir CLEARANCE ADDITIONAL NOTES 590.37 WATER 1. T WATER A 56fl22(WATER) 568.72 STORM 0. SEE G NOTE, THIS SHEET 5K.1f SANITARY) 567.90 STORM 1.72 - 566.33 SANITARY .4 1. - 566.64 SAIMTNRY 58 . SEE OSSNG NOTE, THIS SHEET 566.67 SANITARY 568.50 WA 1.63 DEFLECT WATER AS NE Y WATER CONSTRUCTION NOTES STA: 49+93.24 - 5.64' LT © 1-8- 7EE (FL) 2-8' GATE VALVES (R-*4 1-8- ADAPTER (FLWJ) W/ RESTRANED JOINTS CONCRETE THRUST BLOCKING ® 50 LF 8- D.I.P. CLASS 52 STA: 50+43.02 - 6.51' LT © 1-8'x 6- TEE (MJxFL) 1-6- GATE VALVE (FLxWJ) 1-6' F.H. ASSEMBLY. CONCRETE THRUST BLOCMIG ® 35 LF B- D.I.P. CLASS 52 ® STA: 50+7&26 - 6.55' LT 1-8- 22 1/2- BETA (MJ) CONCRETE THRUST BLOCKING ® 79 IF 8- D.I.P. CLASS 52 © STA: 51+61.47 - 6.36' LT 1-8- 22 1/2- BIND (MJ) CONCRETE 1HRUST BLOCKING ® 739 LF 8' D.I.P. CLASS 52 ® STA: 52+80.30 - &51' L7 1- BLOW)FF ASSEMBLY (LSBL-8)- FIELD LOCATE A7 LOW POINT OF MAIN ® STA 53+03.83 - 1.71' LT 1-8' 22 1/2- BEND (MJ) CONCRETE THRUST BLOCKING 61 81 LF 8' D.I.P. CLASS 52 JAME�DATE RECORD DRAWING CERWOCAIM THESE 6R40NZ CONFORM TO THE CONTRACTWIS; NSTRI�GAWM CORDS BY: Q 1L=, �i,/��'/ DATE: Y'X123 I TLE/POSITKTN: CpfIRED BY CITY A:.l� DATE: S'S'DS EXrWES- 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 PRQECT REF; FAC /01-00I9 W THESE PLANS ARE APFWVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS. Approved By 1-� a., Date Approved $d / 11a J3 � s olp b an � 2G$$5 Z a a� N^ m gnrn Nfh ro « I I n n n osi, o� 3 dl 1 n �a N U JQo � 3Q U� 1 00 a� W w U DATE 6E1Hm VAk A f GISTE' (> �sI AL E� EXPIRES- 1-31- L PRO.IECT MlAkAGM DIEM c6Lfwm 1m 6 T 92N R 6E FLE NO I: UN6NID-S0\2W1 DATE 401WM SCALE r - W SF'EET >bL OIL PLE ND LAKELAND-SO 01D16b C M II AREA 18 at LAKELAND SANFrARY SEWER AND WATER PLAN AND PROFLE - 68TH STREET S.E. A PORTION OF THE NE 114 OF THE SE 114 OF SECTION A TOWNSW 20 NORM RANGE 5 EAST, WA4, Cr Y OF AUBUFK WASH MTON e SEE SHEET 26 FOR CONTINUATION so 81 E2 j I \\ EE= 596.0 I _ _ F.F.= 586.0 F.F.- 597.5 F.F= 599.0 I I 1 t I , 606 • �\\ I INTX STA: 56+28.44 (68TH ST. S.E.) A: + (PERRY AVE. I� ( I 1 ELEV = 603.74 I '1 I I_ � 43LF A:0+6 f PVC STA:0+16 F. = 6010 I ------ 43 LF 6"0 PVC i STA.0+94 � JNNV •= 590.00 INV. = 591.50 43 LF 6'0 PVC .I..... INV. = 593.00 ESI 61 60 62 596, �y 594 GRAPHIC SCALE 20 0 10 20 40 (aim) 1 inch = 20 ft. I I t i � I I � I I ( i ( I \ i I I I � I i I I I -- / STA:0+17 37 LF 6"i PVC STA: 0+39� i STAt 1+07 INV. = 589.50 r 38 LF 6 i PVC 37 LF 6"I PVC STA: 1+26 STA: 1+97 • ( I - 504 - _ I INV. = 591.50 . I INV = 6-0 P $7 LF 6"f PVC 36 LF 7 PVC ji STA: 0+61 �� I INV. - 595.50 INV. - 597.00 73 LF 6"I PVC INV. = 588.50 I / I 93 92 I FF= M.,O _-_ F.F.- 60.59T - I _ - J1 IF.F.=5955 F.F.= 597.5 ... FF- 550 -- M 55+00 w {' s WINE INNO �� m hSEE SHEET 26 FOR CONTINUATION 620 _ - - _ 620 PVI STA = 55+50 „A a I +2144 - RIM = 0&38 Gas-60 LOW PONT ELEV - 593.33 PYI ELEV = 601.39 IE 8. OUT = 5" 6ti-z4 ■ 1-0. POINT STA - 52+84.39 AK - 47.301 LE !i IN= lIF.M 611•M I.E. 8" M - w+A8 Sni.s4 ■- -- PVISTA =.53+50 I I "Z I PYI ELEV = 591.17 100.00' YC A.D. = 7.11 W K 42.19 + @A 300.00' VC • _ _ _ NO. „ Lu ■ p '�^ c� CW� zs �Ql ■ M r o 4 4 r Wmm __ LE. ✓r OUT = ssssj F Q 600- _ I.E. (�.8" IN - SftW 6}s•]4_ _.. _. -'38" MR. t to l3 PROPOSED GRADE A7 ■ 0.DI WATER �7J EXISTING GRADE AT � STA: 0+17 (6" 0 PVC) 237 LF 8'4 >L� My o ML _--� INV • MAIN = 586.55 -__.. ..STA 1+07.. i ■ �STA.:" 0 PVC) INTV n MIDI 'Um oa INV 9 MAIN... _ STORM LINE STA: 1+97 (6" P a e -_ 610 W .Q STREET S.E. 590 ' r PVC STA: 53+3212 TO STA: W+28.44 = 588.67 1" = 20' HORIZONTAL 1" = 5' VERNCAL INV 9 MAIN = 585.45 o2- =T w • rn,I STA: 56+28.44 - rTX 68TH SE _ EST STA: 0+61 6" i PVC STA: -0+61 6" 0 PVC PT STA: 54+18.44 INV 0 MAIN = 587.89 STA: 46+68.17 - RY AYE. S.E. INV 9 MAIN = DM.Z4 INV 9 MAIN = NZ. ELEV := 603.74 n a rn cd i 11 55+00 CROSSM NOTE: FOR CROSSINGS WITH LESS THAN V (1.5' FOR SEWER AND WATER CROSSINGS) OF VERTICAL SEPARATION, A 3"x48"x10B" SHEET OF ETHAFOAM 220 WILL BE PLACED BETWEEN THE PIPES WITH SAID PLACED AROUND THE CROSSING PIPES AND THE ETHAFOAM SHEET. SEWER AND WATER CROSSINGS SHALL MEET THE 1998 CRITERIA FOR SEWAGE WORKS DESIGN, SECTION CI-9.1.4. 56+00 WATER CONSTRUCTION NOTES STA: 56+34A4 - 5.88' LT 1 8" TEE (MJxFL) I-8" GATE VALVE (FLAG CONCRETE THRUST BLOCTCMC 61 81 LF 8' D.I.P. CLASS 52 ® STA: 53+88.28 - 6.05' LT 1-8" 22 1/2' BEND (MJ) CONCRETE THRUST BLOCKING © 245 LF 8" D.I.P. CLASS 52 Q91JD MU 580 NAME �_DATE'T-44•03 UTLRY CFK)SS 3 TABLE CROWN NYBU CLEARANCE ADDITIONAL NOTES 590.33 7*-A -TE-RT 590.830. SEE CROSSING NOTE, THIS 587.16Sa67ARY 58a.18 S1ORM 1.02 - 587.11 (SANITARY) 589.75 WA 2.64 - 587.90 SAIWT 590.71 2.81 DEFLECT WATER AS NECESSARY RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM 70 THE CONTRACTOR'S NS UCTION RECORDS BY: OA -09 nTLE/POSITION: T�&x.�� Janaar� CONFMAED BY CITY- DATE: Ar•t ii I EXPIIIEES 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 DATF-OF SIGNATURE PROJECT Rff. FAC 101-0019 y,�/o� THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS. n� Approved By. Date Approved: gV2,1104 i 'l y 3 -IQ{y �4 R o' o a a� �a N � f Y o;ate V M1 f + n N 0 � aR W Y03 L OD W W a� w V DATE SEALED >�•? 0.A VAAr & pF VAtp�f d O,,Ff� GT ti? I � EXPIRES. 1-31- PROJECT 1AMNA0@1 Jewry III - -d DEEM CA'=W JAE ORAMM -AK w d (W CHECKED K wYYr SEG O T IRK R 61 MEND r.uNaFxAw-8Q1?�Si DATE 4OWM SCALE r - So SF EMET 126 OFM FILE.M LAKELAND-SO P=" 51IN z3 "r- 3f oa D 465 wlI GRAPHIC SCALE 20 0 10 20 40 ( IN FEET ) 1 inch = 20 1t. SHEET 3 FOR TNUATKIN b 0 EE�59e.5 45 LF 6"f PVC INV',- T� AREA 18 at LAKELAND SANITARY SEWER AND WATER PLAN AND PRORLE - 66TH STREET S.E. A PORTION OF THE N.E. 114 OF THE S.E. 114 OF SECTION 6, TOWN BW 20 NORTH, RANGE g EASE, Wall, CRY OF A: WASHING1ON 0 b SEE 94EE7 25 FOR CONTINUATION o m q+ / 59 N4A61 601H ST. S.E STA: 41+ 0(PEWY AVE., S.E. I -__ - - _622 7� _v-E;_=_0250 ._. F.F.=66._ F.F.- B1T.00 $15.0 EF= 619.0 ELEV 6247 60 )t ;. I StA:0+67 STA.1+39 STA 1+55 F.F.= 62J.0 I I I I I I 618 I 11II I,` I I I I I I I 616 'I 'STA3+13 5 35 LF 6'0 PVC F. 623.5 I INV = 617.50 G SEE SHEET 25 FOR CONTINUATION-r ^ n n n - 90.00' VC a v PVT STA = 63+90 630 PN ELEV = 622.84 e A.D. _ -6.38 K = 14.I0 a 0 (� • '-_----- STORM LINE -I'' � --_- PROPOSED GRADE AT _. LOW POINT ELEV = 592.90 LOW POINT STA = 60+36.81 EXISTING GRADE AT PV1 STA = 60+60 610 AS : 1% _.: T 48*0 _. PN ELEV= 591.88 Rim =.. t5i 113.67 A.D.= 12.38 LE((SS�� ✓>'• OUT = 5%.0f 4-?S I K - 7.27 I _ I.E. (1C ✓i IN = W." 5"41 90.00' VC -� LE (EEC) 8" IN = 70"0-5bb85 _ + q 600 ` 8 IL 5�5.913.c5E5-36 SSS-37df P�4� LE 8' IN = 5M45 a s m m. LE S 6' IN=3iEei257S57 TL7'/ " 1iP INV _- -"z'_ ✓""� - STA: 1+39 6" f PVC - / INV O'MAIN = 596.11 590. _..�� _.. _. ..... _. ._ .` STA: - 0+83 6" f-PVC) .�./ INV O MAIN = 591.82 32 - STA. 1+55 6" f PVC 73 LF 8'f PVC SDR35 0 Li.62R 0-71 i TA: 0+49 6' 0 PVC MAI = 4 _ INV 0 MAIN .= 589.21_. _.. STA:. 0+57'. 6' I - PVC) __ _. _.... STk 0+05 6" / PVC 57A: 0+62 6" f PVC " INV 0 MAIN;= 590.59 INV MAIN = .83 INV 0 MAW = 590.21. STA 00 - INTX $6TN ST S . Sit. 3 -7A - NATNAN AVE. S.E. PT gA. ELEV = 593.68 ELEV = 592.95 ELEV = 593.60 I n b C{ W S7A' 60+o 66TH ST. S.E. _ STA: 31+8Z28 NATHAN AVE. S.E. I ELEV = 593.68 0+05 53 602 45 LF 6"0 PVC INV. = 589.00 II t. Y\ 15411r !• • Y M II I t I 1 i 1 1 1 �•' SEE SHEET 23 FOR COI VWATM O tp n � m STA: 0+00- - - / 35 LF 6"0 PVC 0 = 45TI8'56' INV. = 590.00 R = 125.00" NIL = 98.50' 68 F.F.= 5A.0- - - INV DO.5 INV. 617.00 r v �i] 4 �" tl N F.L'A .r• i• ,. sr. assa sss as a .. -; 5.5' Lkp kPW STA .LF 6"0 PVC 35 671NV. = 593.50 STA: O+BJ 35 LF PVC �+�+ 66 S7A: 1+60 �+� 35 LF 6"/ PVC r 65 'STA: 1+75 35 LF 6"f PVC 6�1 STA- 2+$0 /STA:2+70 - F.F.- 59D.5 59 INV. = 597.50 F.F.- 603.50 F.F,=607.50 INV. = 601.50 INV. - 606.00 F.F.= 6120 - FF - 6, - 1�.0 35 LF 66 f PVC INV. = 610.00 ,, 35 LF 6"f PVC 'iTIV. F.F.= 620. = 614.50., .. .D (p TA: 3+13 ' ► P 36" MIN INV-O MAIN = 60946 _ STA: 3+25 e" f PVC 670 '.. i - _ INV 0 MAIN = 610.38 l STA: 2+70 6" f PVC - _ RIM = 62LT'4.536s{." I.E. IN = Sf4dJ'-SPLI4 INV OMAIN = 606.16 LE ) 6" IN = *4.e0 G14. it STA: 2+50 6' f 'PVC I.E. 9. OUT = 61453 014.VA INV 0 MAIN = 604.62 6 �G7 M fl STREET �7.G ST BEET S . 0 STA 2+45 6' f PVC _ MAIN = 804.24.. STAB 80+00.00 TO STA; 64+ ° .V 600 STA:. 1+75 (6" f PVC) STA: 2+29 6" I PVC 1" = 20' HORIZONTAL INV 0 MAIN = 598.87 INV 0 MAIN = 603.01 1 = 5' VERTICAL TA' 4+ .11 - �t INTX 66TH ST. sE.= +60 (8 f PVC) _ STA: 41+02 - PERRY AVE. S.E. v ".. ".. ....0 CLOY c VLL/J ^ v m c0 .- •7 O vJ O T 8 p 0 m m b m n O tO Oni T ,per O• bQ b0 �O h 60+00 61+00 C NOTB 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. SEWER AND WATER CROSSINGS SHALL MEET THE"1998 CRITERIA FOR SEWAGE WOWS DESIGN, SECTION C1-9.1.4. 63+00 UTLITY CRCSSM TABLE CROWN /VVERT CLEARANCE ADDfr AL NOTES 588.09 WATER 588.59 STORM 0.50 SEE CROSSING NO . THIS SHUT 567.10 SANITARr .73 WATER 1.63' DEFLECT WATER AS NECESSARY 590.51 SANITARY 592.84 WATER 2.33 DEFLECT WATER AS NECESSARY 592.53 SAM7ARY 594.53 WATER 2.00 DEFLECT NAIR AS Y 605.35 (STORM) 99 B-57 WATER 0.50 SEE CROSSING NOTE. 64+00 FOR WATER ONLY THESE PLANS ARE HEREBY APPROVED FOR CONFORMANCE WITH THE CITY OF BONNEY LAKE PUBLIC WORKS STANDARDS AND SPECIFICATIONS. APPROVAL IS VALID FOR A PERIOD OF 12 MONTHS FROM THE DATE OF SIGNATURE �� 1� � _ 8.03, •o\ CI N 1 R DATE WATER CONSTRUCTION NOTES STA: 60+06.40 - 6.00' LT 1-8" TEE (FL) 3© 2-8" GATE VALVES (FLAMJ) 1-8" ADAPTER (FL)NJ) CONCRETE THRUST BLOCKING STA: 64+59.14 - 6.00' L7 Q 1-8" TEE (MJxfl) 1-Ir GATE VALVE (FLAYJ) CONCRETE THRUST BLOCKING 64 401 LF 8' O.I.P. CLASS 52 STA: 64+06.18 - 6.00' LT 1-8'x 6' TEE (MJkfL) © 1-6" GATE VALVE (FLxMJ) 1-6' F.M. ASSEMBLY 28 LF 6' O.I.P. CLASS 53 CONOVIE THRUST BLOCKING 66 53 LF 8" D.I.P. CLASS 52 LQI-dMul4 NAME c DATE f1'W"D3 RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACTOR'S S Br: DATE: r' 'c3 TITLE/POSITION: EA45.4"1,A� - CONFIRMED BY CITY DATE: S•S•dS EXPIRES: I1-07-0 y PROXCT Rif: -LAC 1-0019 O THESE PLANS ARE APPROVED FOR CONFORMANCE NTH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS. Approved By F �- Ll.Qp Date Approved. b QZ a a� 4wr on� NfMI n O r I 1 �n n �cCn Ii°j O N yC e.' X O4 060 E� 0 un �a U z u I 111 00 ta Q ad J 11 A F- >, m co a Z W cc a� W 0 DATE LMAL® •- 0.y VAKfA �? OF VASy Ic^ 6 STE0.A'N tiro. AL C EX►IKS- I-M- F'IIDJWI is" wagged DIS" G.1 we JIE DMMRI .iM ON GA n4ECOD M Now am e T ARK A 59 /ate NO L UARIAI¢50V2111151 DAIS 41111111111111111 SCALE rr - w Aq� SHEET 1 210FL4 FIE NO 26M LAKELAND-SO ?F0 STA 2fi or 35 D1DigtS w i r i GRAPHIC SCALE AREA 18 at LAKELAND 20 0 i0 20 40 SAWN FMW SEWER AND WATER PLAN AND PROFLE --�p6�,99TH STREET S.E. ( Dt FEET) A PORTION OF�THE E 114 OF TFE aEy V44 OF SECTION 6, I VAMAr ZO SEE SHEET 26 FOR COMINUATION 11 inch �c tffi RAN13E 5 1 � VI/ 1 OF W I r �j/ m ai 90 \\ �._ - -- r FF-.= -gS I -_F.F.=601.50 F=O 777 '.� NLI r\\ I O 2 _ , ireriww / got 44 LAO 41 I. ,V/ ¢. , -' . \ate _ -• 8 ,� 1 - r N41.K. -�� �• •l X�! .y a_- F� N 7l 'vI •-_- r- 28200 R 655. _ � L ' t r , f _ t k' NA. STA: 10+00.00 69TH ST S.E. '8 4+12.30 (LAKELAND HILLS WAY - EXIST) UNDEVELOPED "P E N6 587.22 /, 590, I INTX. STA: 14+30J9 69TH ST S.E. 592- 15 ACFE � _ STA: 48+20.67 (PERRY AVE. S.E.) ` I • ° ELEV = 60 2.00 cn cpn cn QN ,. .. cn �, cr cn v cn cn cn cn in cn cn cn rn rn STA :..: NS+45.10 - S.IVY RT 610 LOW POINT ELEV = 585.81 LOW PONT STA = 10+65-78 PVI STA = 10+90 PVl ELEV = 584.58 - A.D. = 9.82 K - 12 21 600 F20.0e' VC N ♦ o M n rii W m F X Q + j j :1 - 1 r, , •1 69TH STREET S.E. 200.00' VC PN STA = 12+75 rH ELEV = 597.3+ A.D. _ -3.89 K = 51.38 12 for r r 23ki - • {:R' uc r IE=5 IVM = 4" &a.," LE 8'' WT = aft" 51z.11 - - - - - I.E.(E) Ir N - SYB34 511.3- ,PROPOSED GRADE AT.� 42' GRADE AT NAME DATE 1(4+07 -- -- STA: 15+55:19 -' STA: 74+11.30 - LAKELAND HILLS T STA: 10+W 00 TO STA: 15+55.19 ownuw r umc WAY S.E. (EXISTING) �4 1" = 20' HORIZONTAL STA: 14+ .19 - INTO TH T. E. _ STA: 15+48.00 ELEV = 587.22 ,STA: 10+31.50 '. 1' = 5' VERTICAL STA: 48+20.67 - PERRY A*. S.E. END CURB, GUTTER, and PAVEMENT ELEV = 5M.30 ELEV = 598.13 ELEV = 602.00 �? N o rn oo ^ np N '_p n ♦ '_o = ,o "� o n '- n ,o 'p ,n n o ,n "� o �' ,n �^ °a 0�0 � rnOJ a0 rn Obi rnrn T rnOr Obi ,A Of P rn0 � vrnjo V'� �O �O 10+00 11+00 12+00 WATER CONSTRLCTION NOTES STA 10+35.11 - 10.01' LT STA: 10+52.83 - 10.35' LT 10 39 LF 12' D.I.P. CLASS 52 REMO{E EX. 8" CAP AND TEMP. BLOWOFF Q3 1-12- 11 1/4' BEND (MJ) ASSEMBLY. CONNECT TO EXISTING 8' CONCRETE THRUST BLOCKING STA: 14+36.19 - 32.50' RT STUB NTH 12' x 8' REDUCER. © 5+ LF 12' O.I.P. CLASS 52 1-12- CAP (MJ) CONTRACTOR TO VERIFY LOCATION, I.E.'S STA: 10+91.77 - 5.04' LT STA 14+36.19 - 6.00' LT It 1-BLOW OFF ASSEMBLY (LSBL-8) AND FITTINGS PRIOR TO CONSTRUCTION. Q4 1- BLOWOFF ASSEMBLY (LSBL-8)- CONCRETE THRUST BLOCKING CONTRACTOR ALSO TO NOTIFY ENGINEER FIELD LOCATE AT LOW POINT OF MAIN 1-12' CROSS (FL) OF ANY DISCREPANCIES AND COORDINATE 2-12- GATE VALVES (FLxMJ) 12 114 LF 12" D.I.P. CUSS 52 NTH THE CITY FOR ANY ADJUSTMENTS. Q 332 LF 12' D.I.P. CLASS 52 Qg 1-12' ADAPTER (FLAN) INSTALL TEMPORARY DOUBLE CHECK 1-12" x 8" REDUCER (FL) STA: 15+50.19 - 6.00' LT VALVE BACKFLOW PREVENTION ASSEMBLY STA: 13+82.62 - 6,00' LT 1-8" GATE VALVE (FLxMJ) 1-12" CAP (MJ) FOR TESTING PER DETAIL SHEET 31. 1-12'x 6" TEE (MJxFL) CONCRETE THRUST BLOCKING 13 1- AIR/VAC RELIEF VALVE (LSBL-7) Q 39 LF 12' D.I.P. CLASS 52 6 i-6' GATE VALVE (FLxMJ) 1-BLOW OFF ASSEMBLY (LSBL-8) Q2 18 !F 12' D.LP. CLASS 52 1-6" F.H. ASSEMBLY. CONCRETE THRUST BLOCKING 15 LF 6" D.I.P. CLASS 53 CONCRETE THRUST BLOCKING 13+00 C/0060M NOTE FOR CROSSINGS NTH 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 NTH SAND PLACED AROUND THE CROSSING PIPES AND THE ETHAFOAM SHEET. SEWER AND WATER CROSSINGS SHALL MEET THE 1998 CRITERIA FOR SEWAGE WORKS DESIGN, SECTION Ci-9.1.4. 14+00 CROSSM TAe� p� CROWN _UT�I-rrY IN.Qll CLEAR VICE NOTES 580.90 (WATER) 1. 0. A 589.49 (STORM) 590.57 WATER LOB DEFLECT WAIER AS NECESSARY 597.49 (STORM) 598.64 WATER 1.15 DEFLECT WATER AS NECESSARY 594.74 (STORM) 596.14 A 1,40 DEFLECT WATER AS NECESSWY 596.13 (STORM) 59 .80 WA 1,67 DEFLECT WATER AS NECESSARY 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 RECORD DRAWNG CERTIFICATION THESE DRAMNGS Q9NFORM TO THE CONTRACTOR' C C S BY: SV�� DATE: �6• Zy-oS TITLE7ooSIWN: CONFIRMED BY CITY LDATE: r'•f W 15+00 EWWS, 11-41- PROJECT REF FAc 1-0019 P o THESE PLANS ARE APPROVED FOR CONFORMANCE NTH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS. Approved By. Date Approved: m� Jd � s s � � a o e 2 n a� �o Na< 0 �O1n � N -y 37j( p�4 NNo + Jo c rn V � n N U -i _I Z Q Ig S� wlu4� m�i cd g 3 co Q W w Q 7 w J r U DATE aexm x � FjJ GISTE � TONAL E7R8tES ] .31- PROJECT MM 6MM J1IWT WId~ DESIGN (LA wA JE DRAwN .Lw am(w CHECKED ML MMw WC 6 T mK Mfg PLE ND t�SO�i DATE 4111M SCALE r - Pa' PLE No _iW LNfELMA-50 r su0. .30 m' SS THE�AILS 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 BONIEY LAKE OR THE CITY OF AUBURN. THESE DETAILS SHALL BE ON THE JOB SITE WHOEVER WATER CONSTRUCTION IS IN PROGRESS. WATER MAIN BLOCKING LSBL-I FIRE HYDRANT LOCATION LSBL-2 FIRE HYDRANT DETAIL LSBL-3 DEDUCT METER LSBL-4 ADJUSTMENT OF UTILITY LSBL-5 1-M AND SMALLER WATER SERVICE LSB_-6 1-INCH AND SMALLER WATER SERVICE MATERIAL LIST LSBL-6A 2-INCH AIR h VACUUM RELIEF VALVE LSBL-7 2-INCH BOW -OFF ASSEMBLY LSBL-8 TEMPORARY BLOW -OFF ASSEMBLY LSBL-9 1. TV CABLE, ELECTRIC AND TELEPHONE LINES SHALL BE IN A TRENCH NTH A WNW HORIZONTAL SEPAIMRON FROM OTHER UTILITIES (SEVER, WATER, STORM) OF FIVE FEET. 2. ALL CONSTRUCTION SURVEYING FOR EXTENSIONS OF PUBLIC FACILITIES SHALL BE DONE UNDER THE OIRECTION OF A WASONGTON LICENSED PROFESSIONAL SURVEYOR OR A WASHIIGTON LICENSED PROFESSIONAL CIVIL ENGINEER. 3. DURING CONSTRUCTION, THE PUBLIC STREETS ADJACENT TO THIS PROJECT SHALL BE KEPT CLEAN OF ALL MATERIAL DEPOSITS RESULTING FROM ON -SITE CONSTRUCTION, AS DIRECTED BY THE CITY. 4. PIPE FOR WATER MAINS STALL BE DUCTILE IRON MEETING ANSI SPECIFICATIONS A-21.51 OF LATEST REVISIONS AND SHALL BE MINIMUM THICKNESS CLASS 52. PIPE SHALL BE CEMENT -LINED, IN ACCORDANCE WITH ANSI SPECIFICATION A- 21-4 OF LATEST REVISION. 5. ALL WATER MAINS SHALL HAVE MINIMUM COVER OF 42 INCHES. 6. 12' AND UNDER VALVES FOR WARRL►IES SHALL BE RESIDENT WEDGE GATE VALVES. VALVES OVER 12' SHALL BE BUTTERFLY VALVES. 7. ANTS, EXCEPT WHERE OTHERWISE REQUIRED OR 910M ON THE DRAWINGS STALL BE EITHER MECHANICAL -BOLTED TYPE OR PUSH -ON RIBBER RING GASKET TYPE, CONFORMING TO AIERICAN NATIONAL STANDARD A-11.11. 8. PIPE FITTINGS: PIPE FITINGS SHAD. BE DUCTILE IRON AND SHALL BE THE SAME KIND OF COATING, LINING, AND STRENGTH AS THE PIPE TO WINCH CONNECTED AND SHALL CONFORM TO ANSI SPECIFICATION A-21.70 AND A-21.22 OF LATEST REVISION. 9. HYDROSTATIC TESTS OF THE NEW PIPE LIE SHALL BE MADE IN ACCORDANCE NTH THE 'PROCEDURE FOR WATER -PRESSURE TESTING WATER LINES' AND THE LATEST PROVISIONS OF AWWA C-800, 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 COMECTM TO THE ETOSING WATER LIE AND SHALL BE IN ACCORDANCE NTH THE LATEST PROVISIONS OF AWWA C-601, EXCEPT AS MODIFIED BY THE CITY OF BONNEY LAKE DEVELOPMENT POLICES AND PUBLIC WORKS DESIGN STANDARDS, SECTION 4.07(14). 11. INSTALLATION OF CORPORATE STOPS, WATER SERVICES, LINES AND METERS SHALL BE PER STANDARD DETAILS LSE-6 AND LSBL-6A. 12. SERVICE LIVES SHALL BE A WIN" 3/4 INCH AND SHALL CONFORM TO THE STANDARD DETAILS LSBL-0 AND LSBL-6A UNLESS OTHERWISE NOTED ON PLAN. 13. ■LOCKING FOR VERTICAL AND HORIZONTAL BENDS SHALL BE PER LAKELAND SOUTH - BONIEY LAKE STANDARD DETAILS NO. LSBL-1. 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 On. 15. CONTRACTOR SHAH OBTAIN ANY NECESSARY WATER METER/SERVICE PERMITS FROM THE WATER PIRVEYDR PRIOR TO CONSTRUCTION. 16. ALL VALVE BOXES IN PUBLIC RIGHT-OF-WAY OR EASEMENTS SHALL BE ADJUSTED TO FINAL GRADE AFTER FINAL PAVING IS COMPLETE INACCORDANCE WITH THE LAKELAND SOUTH - BONNEY LAKE STANDARD DETAIL NO. LSBL-5. 17. WATER SERVICES SHALL BE PER DETAILS LSBL-6 AND LSBL-6A. LOCATION OF WATER SERVICES SHALL ONLY BE CHANCED AS REQUIRED DURING CONSTRUCTION, MOIL AURDRIZATTON 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. WATERUNES SHALL BE LAD TO THE GRADES AND ELEVATIONS SHOWN ON THE DRAW 4GS AND SHALL NOT BE CHANGED WITHOUT CITY APPROVAL. 20. BACKFLOW DEVICES REQUIRED NTH FIE 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 WDD-Y1 (YELLOW) 15 FEET EACH SIDE OF ALL FIE HYDRANTS, AS DIRECTED BY THE CITY. 22. ALL WATER MAINS SHALL HAVE A BLOWOFF AS -%MY AT LOW POINT AND AN AIR VACUUM RELIEF VALVE AT HIGH POINT OF MAIN. AR AND VACUUM RELIEF VALVE SHALL BE PER CITY OF BONNEY LAKE STANDARD DETAIL NO. LSBL-7. B OWOFF ASSEMBLY SHALL BE PER CITY OF BONNEY LAKE STANDARD DETAIL N0. LSBL-8. 23. MILER LINE CONSTRUC710N 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 WON PIPE TO BE PER MANUFACTURER'S RECOMMENDATIONS. 25, TYPICAL LOCATION FOR HYDRANTS, BLOWOFFS, AND AIR/VACS SHALL BE 2 FT. BEHIND WAX WHERE WRAC IS ADJACENT TO CURB AND 3 FT BEHIND CURB WHERE WALK IS BEHIND PLANTER STRIP (F APPLICABLE). 1. THE LOCATION OF THE SIDE SEVERS SHALL BE MARKED AT THE END OF THE LINE INSIDE PROPERTY BY A PRESSURE TREATED 2 X 4, FOUR FEET (4') LONG BURNED IN THE GROUND A DISTANCE OF THREE FEET (3'). THE LOITER END SHALL HAVE A 2 X 4 CLEAT NAILED TO IT TO PREVENT IWTHORAWML OF THE STAKE. 7HE EXPOSED ONE FOOT (I') SHALL BE PAINTED TRAFFIC YELLOW AND THE DEPTH OF THE SIDE SEWER OR TEE SHALL BE INDICATED IN BLACK PART ON THE 2 X 4. 2. CONTRACTOR SHALL OBTAIN ANY NECESSARY SITE SEWER CONNECTION PERMITS FROM THE CITY OF AUBURN PRIOR TO CONSTRUCTION. 3. UNLESS OTHERWISE APPROVED, ALL CONNECTIONS TO EXISTING SEVER MAIN NTH NEW TEES SHALL BE DONE BY THE CITY OF AUBURN. THE CONTRACTOR SHALL BE RESPONSIBLE FOR TRENCH AND PAVEMENT EXCAVATION, PRE INSTALLATION, BACKFILL AND PAVEMENT RESTORATION. 4. ALL SIDE SEVERS ARE STARONED FROM THE PRECEDING DOWNSTREAM MANHOLE. 5. ALL SIDE SEWERS ARE 6' PVC 0 22 MINILAAN UNLESS OTHERWISE NOTED. STUBS ARE TO EXTEND TEN FEET ONTO EACH LOT WITH A MINIMUM DEPTH OF FIVE FEET. A CLEANOUT SHALL BE PLACED AT THE AFOREMENTIONED POSITION ON ALL STUBS. SEE THIS SHEET FOR TYPICAL SIDE SEWER CONNECTION DETAIL. AREA 18 at LAKELAND SANITARY SEWER AND WATER - NOTES AND DETAILS A PORTION OF THE N.E. 114 OF THE S;E 114 OF SECTION 6, TOWNSW 20 NORTH, RANGE 5 EAST, WM, CRY OF ALB^ WASHriarON ATTACH 4" DISCHARGE HOSE----, 4' GALV. IRON PIPE IlIEAOED LENGTH 70 FIT 4" GALV. 90' BEIW1 4" GATE VALVE 4" GALV. IRON PIPE THREADED LENGTH TO FIT 4' 90' NTH 4' CLOSE NIPPLE BETWEEN CAP/BLID FLANGE AND 4" 90' BEND PROVIDE CONCRETE THRUST BLOCKING (NOT SHOWN) • o1I oii �...' FOR NEW 8" MAIN: 8"x4" REDUCER (FLxFL) FOR NEW 12" MAIN: 4' DBL. CHECK 12'x8" REDUCER (FLxFL) VALVE ASS'Y. 8%4" REDUCER (FLxFL) - FOR NEW 16" MAIN: IVA2" REDUCER (FLxFL) 11"xB" REDUCER (FLxFL) 8"x4' REDUCER (FLxFL) NEW WATER MAIN -/ FLANGE COUPLING ADAPTER. 4" GATE VALVE (FLxFL) SIZE AS REWIRED TO MATCH NEW WATER MAIN 2" PRESSURE TESTING ASS'Y, 4' BEAD FLANGE W/ 2" RS TAP 2" PIPE (SxS) LENGTH TO FIT 2" GATE VALVE (SxS) TEfffm COUPLING PER CITY REG'S NEW WATER MAIN I LENGTH AS REQUIRED V" MATCH NEW IMIER MAIN CLASS AND SIZE K;•SA,_Z q I 'X, WATER MAIN STORM rMAIN SIDE SEVER CONNECTIONS ` SHALL BE MADE WITH A TEE PER CITY OF AUBURN STANDARDS. SANITARY 1' MIN SEWER MAIN FOR EXIST. 8' MAIN: 8'x4" REDUCER (FLxFL) FOR EXIST, 12" MAIN: 12"x8" REDUCER (FLxFL) 0'x4" REDUCER (FLxFL) FOR EXIST. 16" MAIN: 16'xl2" REDUCER (FLxFL) 12'x8' REDUCER (FLxFL) 8"x4" REDUCER (FLxFL) WATER MAIN PROPOSED 8" GATE VALVE FLANGE COUPLING ADAPTER. Siff AS REORMED 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 REQ'S � EX WATER MAIN 8" GATE VALVE PVC 0 A (TYP) ROOF DRAIN 6"- 8" PVC 0 1% MIN IE SIHOWN ON PLANS IS AT CLEANOUT - NOTES: 1. SIDE SEWER CROSSINGS NTH LESS THAN 1' VERTICAL SEPARATION FROM PROPOSED UTILITIES SHALL BE DUCTILE IROM CLASS 52, 2. ADDITIONAL BUILDING SEWER CLEANOUTS SHALL BE INSTALLED AT INTERVALS NOT TO EXCEED ONE HUNDRED (100 FEET IN STRAIGHT RUNS AND FOR EACH CHANCE IN DIRECTION EXCEEDING (35') DEGREES. 3. BUILDING SEWER CLEANOUTS SHALL CONFORM TO CITY OF AUBURN STANDARD DETAIL SSCO-1. 4. VERTICAL BENDS IN SIDE SEWERS SHALL OCCUR OILY AT LOCATIONS WHERE UTILITY CONFLICTS OCCUR. NO VERTICAL BEND SHALL BE ALLOWED IN THE PUBLIC R.D.W. OR, WITHIN A UTILITY EASEMENT. RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS BY: DATE: TITLE/POSITION: CONFIRMED BY CITY DATE: FOR WATER ONLY THESE PLANS ARE HEREBY APPROVED FOR CONFORMANCE WITH THE CITY OF BONNEY LAKE PUBLIC WORKS STANDARDS AND SPECIFICATIONS. APPROVAL IS VALID FOR A PERIOD OF 12 MONTHS FROM THE D&IF- OF SIGNATURE THESE PLANS ARE APPpO1ED FOR CONFORMANCE NTH THE CITY OF AUBURN'$ 08ONEMK DIVISION REQUIREMENTS. AWowd 4��5�� Date Ap"ved ��OI � Ups O p U St IL x�BgW Nan no �aa P y N 4 o a ,o d N C gun �a n n U ..I Z� LUQ Ja O a � LLJ ct Q W F_ 10 DAIS SEALED -y VAl(E-f, �Q VAW 'ems Ci GISTE�''�(7~r 'F70NAL EXPIRE& 1-31- PFKXU= IONIMAIIIIII1 dNrV MUInOdd D11MI01I W MAll DNAVVIM .AKrAil Mi�i3 O� WC A T AD KK R 5 1_ PLIE NO l.YJJMAND-S0XMI DATE 4faeft SCALE AD POW 9F£E7 A OFF RILE NO PF 4 Snn 31 - 35 GRAPHIC SCALE ■ NORTH IN FEET 1 inch = 50 rt. M 1� III - II I �; , >P- li I ; II; I 1 Ila I IJI ]! '1 f �/ TQ / I r1 i AREA 18 at LAKELAND COMPOSITE UTILITY PLAN A PORTION OF THE N.E. 114 OF THE S.E. 114 OF SECTION 6, TOWNSHIP 20 NORTH, RANG 5 EAST, W.M, CITY OF AUBURN, WASHWGTON UNDEVELOPED —r-- — — ,e STnRITI — -I- — — _ T — — — — —, T— LEASEAENT — i CB; #n I T ssMH t610- -;- ---- I- -'p `HI #1610I138 ce145'#1s I HI#lsio-So ; CBL12 If --- - I I CB #15 CS #52 1 18' S1aRM II ( II 11 STORM Ir CB l EASEMENT ,y 1 ' EASEMENT I------- ' ' ;r II -r------- l� l CB I; I I CB #50 I - — - ,K I I I' STORM 1 - I T it EASEMENT 52� I 1;'1 MH #1610- �,1------ H #1MO- 1111 CB #43 CB #>`- ------;I•. cB �41 wl� ilk I T — -- _- 1 --- --- J 1 I EASSTEAENT CB'I I I I I I CBS #11 I I CB I i 1 rl I--�---- - I L'I-------- I ;I III I, I I CB I I it6 �r I b l a 25'SiORM-I 10' STORM II I II - I EASEMENT ' EASEMENT I ' r, 1k1610 — CB 19 I� A ' CB #29 I I 73 ; I 5' STONM,c?,� EASEMENT�'�II --- If _�../ CB #28SMH #1610 45 CB #25 SSM,'I#1610-35CB #24 14 10' STORM I tr CB #27 CB #36/ / ' ,'- H #16' 1 it CB 1R35- CB #21 1 1 CB CB 48 I CBI#40 I CB/#47 I I CBI #33 I I CB,#38 J ----�- ' --- #161d-4 CB #22 SSMF 41610-34� I CB #32 ' A CB #31 1 `I UNDEVELOPED 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 TE RECORD ORANNG CERTFXAT10N THESE DRAWNGS CONFORM TO THE CONTRACTOR'S CONSTRUC" RECORDS BY: DATE: TITL£/POSITION: CONFIRMED BY CITY DATE: CB #8 :B #6 � B #7 SSMH #1610-51 riel CB #1 CB #2 VA t , A � � •O P1114E6, t✓ WAS F cIST \ - AL Ea EXPIRES 11-07- PROJECT REF: FAC 101-0019 t O THESE PLANS ARE APPROOED FOR CONFORMANCE MTTH THE CITY OF AUBURN'S ENGINEERING DIV90N REQUIREMENTS. Approved By 1,� Date Approved: b�0/ Q3 �3 s I s 0 W o W U Z� Q U W Q 2 �m C3 C3 C, bF1 R p U , ii ^aa WAm a s� c a o� o ISM m d CEO O u1 , If, U J z J Z W F— Y� Q J n. � j m U vz Uall m3' 008 `r wU uj W cr- a � W W W W U DATESEALED S•3•ol DEBm QJ. and JE. DRAWN J.W. and GJ. CHE.CK® M. Weber EXEC e T 20 M R 5 E PLE NO 1: \LAKELAND-S0\2885I DATE 4/30/0I SCALE 1`'50' SHEET 92 OF24 RE NO 2WI LAKELAND-SO PF " 91A 32 oa 3,C OFO I4( h- FZ FZ N v N W W GRAPHIC SCALE 50 0 25 50 ,00 ( IN FEET ) 1 inch = 50 fk L0 UNDEVELOPED AREA 18 at LAKELAND 83.50� 50.00 r`r 1l II I 1Igg 50.00' r.' ,IlII g 11 Ig^ 15.0045.004500' 4500' 450'r_4500' 450_04 °� ~oIl g^ IIg^ 4�rIlg$ 45.0045457rl$ 4-5.p"' _45.0� ' g 24 Fo mI�g ;IS; �6.106 S.F. 26 27 p2m,30 R 31 32 g1� 8,587 S.F. ^25 N 36N v, 38 34,857 S.F. 4,569 S.F. 4,500 S.F. 5000 S.F. I15000 S.F. 4,500 S.F. 4,500 S.F. 4,500 S.F. 4,500 S.F. 500 S.4,421 4,500S.F.4,F500SF4,500 S.F. 4,500 S.F. /V 4,500 S.F. 4.500 S.F. �r,ISS5 .42.4 500 S.F.4500 S F . i 22 �qJ\ C27 C C26 C23 LB I_ 45.00- _ 50_00-1 _�.�' - I-45.00' _ I 45.00' - L 45_00- J _ 45.00- 1 _ 45.001-45.00' - L 45.00' - L 45A0- �- 45_Op-1 - 45.00'_ 1-45.00' _ L 45.00' - L 45_00_ J- 45_Op_ 1 36.0 ? 1 L 6,842 S.F. ry, / c/ S0175'24"W / - - j 21 �1 4 81,10' C � I\ i >>> G�1R 90.90' w 91.10' 4,653 S.F. p ,,� wl + 12 �01 36.69' 45.00' 45.00' 45.00' 36.26" C _lll._51--- U 1 0� ��• I-.`9i I 61 �R: I I 7 G0 62.00' 5012524'W . �A7 I�'I� o I� 6066 SF gil'� 75 o I �I$ al$ XI$ �Ig I f 6 C32 1 7,450 S.F. M 6,005 S.F. .oI e 1 20 M 6.952 S.F. $ I I 110.00' I 1 110.00,E I '-Ig ''I$ ry�I$I$ I$ c 4.1I35.F. Ml I- ----------- ---i p� o C01^ I I 116.98' N012524"E w N017524'E I $ O/ ^ Q6 z I I ^ 5,345 S.F. _ 100.00" 10t�' 1 ------ ------- 1- I I 4 SFI -- 100.00_ _ 5,47 4,500 S.F. 5,449 S.F. I N014316'E -1 50175'24W 3 50175'24"W 1$ 62 00 -�' 74 $ I I $ .. 14,500 S.F.SfI I 4,500 S.F. I IN0125'24E Y h I h r' 19 ul 4 f /Vro S I� 4.950 SF. �;ro 1 4.950 S.F. I ; 1$ 90 n T AI I 110.00' �i I I16 . 5,151 S.F. 'o __ 110.00' 55 < 4,500 S.F. 4,504 S.F. I n 4, 725 S.F. (- - - - - - - - - - - - �- _ _ - L - 45.00' 45.00� 45.00' 1 1 110.00' I= 110.00' NO1 Z5'24"E w N012524'E _ _ _ _ - _ J _55.16' L 100.05' 10000' I-----------1--/--__-__-__ I• ,. 1 107.55' S01'43'16'W -- - N012524"E SO1Z5'24'W w I 50125"24"W I $ -'� 1$ o ; 137.98' S01'43'16'W 1- -- I I is Is q1 $ I g 47 I:'> $ 58 g I " 4.950 S.F. v 4.950 S.F. Q g I R7 .I a n I,n vv L-- _ - 110.00' _ _ I 110.00' L� 76 o I'o 1 $ I vi o 4,950 S.F. I Y '8 - "r 4,500 S.F. I I 1 • 4,950 S.F. '" I N012524E W - - - - - - - I I o 4,510 S.F. 100.00' 110.00' _ _ 110.00' N012524"E - 6,M3 S.F. I 8,279 S.F. I 10210' -�------ 1 -- S0175'24"W' - L, I- - -- I- 72 $ f07.23' ,----�---- 50125'24"W 8 64 0 - - _ _ - _ _ _ _ 13799' N01'43'16"E N0125241 - � I I p ,� I n S01'4J'16'w ; I 1- I $ I 7 4,950 S.F.v • � 1 SOt'43'16'W $ 92 1I d�I „ $ $ I 4,950 S.F. v I- „ o I $ "` M I vi 110.00' Al1 $ Y J o n I v 4,950 S.F. I e I- _ _ _ „0.0_0' _ _ _ I I / / - s I .. 4,950 SF. . --I* ---- .o C64 4,697 S.F. N01-2524'E I 4,820 S.F. '-I"' n ~ 4,500 S.F. I 110.00" I NOi Z5'24'E w� .' I_ ---_---- I _ 110.00' • t� 107.21' 100.00' __-__-__�__�_ _ cc �i 6199 S.F. o - J SO175'14'W w I 50125'14'W - 1$ 65 I $1 %y j _ _ fOZ00' z 1�6.J8• � I NOl'43'16'E I N012524"E-- 16 e 1 4,950 S.F. - X1' Iry SO7'43'16 W a-- I� I $ AQ vI$ 56 g I 4,949 S.F. a, J 501'43'I6'W c. QwQ M 4,500 S.F. gl ~ 4,950 S.F. is 4,950 S.F. < 110.00' _ _ 109.61' $I$ I 81 / } 5,726 S.F. U 110.00' �+ ~__ NO17574E 'W�__-__ o o~ 100 �• _ _ - _ _ _ _ 110.00' I NOI75'24"E I� 4,825 S.F. e 5 838 SF. c� \cei J N017524E - -1 S017524'W w r - - - - - - - I I $ h .347 70 L _ - 108.38' sm 4J'16'N L �ig.�,Y y\C-1- I-- --- I 5012524"W 66 �1'� I__ - $ $ - I 4,935 S.F. a II / I 90.00' 138.35' S01'43Y6'W - - 1� 50 eI I 55 $ I �° 5,153 S.F. 4,500 S.F.g1 ' 4,953 S.F. '� 4,950 S.F. �_- 100 _00 /�(---106.36" L33\ /ci w; 0 \lo _I 100.�, I _ - - 110.00' _ - _ _ 110.00- - - - I N01 Z5'24'E ; ,f IT N0125'24'E X 1�so G'`� 6,518 S.F. S0125'24•W wl 50125'24'W I$ (�� I� „ i 6,926 S.F. r m 7,150 S.F. NO? T524 E m c I h r • �lg g 79 f� F o� I,. / 1 C72 ' �JjB �ir } 51 .,�1 54 8 I. 4,500S.F. ��I$ w yy' [2 �I /\ S??3 �}�����' 14 Yi l: I 100.00'l 1 4.719 S.F. 4,535 S.F. nl 5,151 S.F. w 4, 715 S.F. v i 117.41' z N0125'14•E r-- - - - _ _ 08 i 103.J8' I - - - - _ _ 100.00 I n I 50175'14'W "C86� 'b1 \ 7t/9,7' 5017524'W - - - - - - - N -� w '1 C N0125'24'E - "-1 50125'24'W J I Cp C85 13 n\\\ 3i I o �N 6.400 S.F. I� -C95x� �1 A y�\�O 9 4,960 S.F. .o} 52 col 53 I�i�L36 I^1'�§ T / J' 7j� � A-�L15�` ` 97 �I a 7.299 S.F. i _115.16' 7,149 S.F. MIS 6,882 S.F. L31 C t/� �78 ` Z 5312 S.F. 3 ,o <^\ 38.95' C123 C126 q5 /�h / C90 ` -`\ ;� I m S017514W Irr. z , I ��5 G\ / C92 1 "'• 1 . I o+ / C74 , C38 G / yry.--- �' 5,938 S.F. / rnl L30 �.� _ / 1� I I N % Z\ N I 12 I - �- ge 5.926 S. is N 1� N ga" C83851 SF ;ul- �}� °z DO No- rl T 40.00' 1 C52 I I\ S,T �/ 6,71S.F. h 1 of ��/ � �\ 4..95 S.F. 1` I C49 NI•-5,771 S.F. �I^ C80Cloo C45 1 45.00 79 " 3 Gy6 Y C47 �C 45.00' I 31 ; Ip � I 1 ` w �I _ , 043 "01-p YIO o,lp SIT U I 9 \ C96 ~_ %lpi 1 'T ;10\ 1,88 /../, ,.. 8,642 S.F. 7 I alg ,a'oI n g M IOf 2 nl�' w .t3. C9= 6 $ m1 4I 3 5.6ss S.F. N _- 4, 742 S.F. ;., w1! 5 NI 14,500 S.F. I /ram 4,500 S.F. I , 14.500 S.F. 4.500 S.F. 14,500 S.F. TRACT I _.a5�/��•O RJih A M� O i"��= g�^.�TRACT I 1 1, I 1/ C53 i \�97 PF" SIIP, 33 or- 35 Kvull �. U LSE DATA LNIE I DIRECTION I DISTANCE LNF DIRECTION DISTANCE L1 S67'02'01"W 31.50' L19 S81'4330 W 31.50' L2 N472728'W 20.00' L20 S8817'02"E 25.00' L3 N4634'20'E 20.00' L21 N88'34'36 W 19.87' L4 534'41'24 W 20.00' L22 S270059 23.63 L5 S6259'01 E 25.00' L24 N01'4316 E 19.48' L6 S01'4 16 5.51 L25 N8834'36 20.62' L7 SW3436 29.70' L28 N88'34'36 W 22,41' L8 S8834'36 E 13.33 L30 S062020 E 6.55' L9 N88'34'36 W 12.00 01 N83.3940 1,00' L10 S0670'20"E 22.42' L32 S8834 J6 14.53' Lll S0670'20"E 15.00' L33 S62'5901 E 3.19 L12 N81'43'30'E 25.86' l34 S88'3436 E 35.13' L13 S064020 1.58' L35N8834'36 W 31.12' L14 N88'34 36 W 15.18' L36 S8338 W 1.00' L15 N227010 W 30.71' L16 N222010 W 19.18' L17 N27'0059 22.69; LIS S81'43'30 W 25.86' RECORD DNANN/G CERTIFICATION THESE DRAWS CONFORM TO THE CONTRACTOR'S CONSIMXWN RECORDS 8Y., DATE: TITLE/POSITION: CONFIRMED BY CITY DATE: EXPIRES: 11-07-0,1 ram: THESE PLANS ARE APPROWD FOR CONFORMANCE WITH THE CITY OF AU8URN'S ENGIIEERIIM. DINSION REQUIREMENTS. �3 3 > ti� o O b J C5 Z3 !- U N AREA 18 at LAKELAND GRAPHIC SCALE 5D1ao so o ss so MAILBOX, SIGNAGE, CHANNELIZATION, AND LANDSCAPING PLAN A PORTION OF THE N.E. 114 OF THE S.E. 114 OF SECTION 6, TOWNSI-IIP 20 NORTH, L inch = 5050 ) rt. RANGE 5 EAST, W.M, CITY OF AUBURN, WASHINGTON -_T--� -�- �----�---r--�-�---�---T - i 23 �` 24 25 26 ! 27 I ► 1 29 130 31 32 33 31 1 35 36 37 38 39 40 4142 w' qj 44 1 ,A -- ___ - -- -- -- -- - ---- ----22 - --- ---- I � 21 _ -- C---� --- ---- ---� i iI / - - --- - - - - - - --- STA: 15+4100 INSTALL 2-TYPE 01 BAWRJCADES (TEMPORARY) PER C.O.A. STD. DETAIL STBA-1 _l STA: 15+29.00 Ilil-rs END SOY ON ( I I 45-- -1 1 ----o--u- --I II 1 '• - iLiIII -- -- -- -w--- ----_ --II- I - is 20 - 89 IIII _-- I II I II II -------j -- --87---- -8-6- �I1 ' 85 '-i 8 1 82 74 19 1 46 90 l7• , I- �-------- J0X , j '' 76 183 - 64 72 "-__-__ 57 I( ---92 mj30'x cm I I I , I1 1 82 �y rill, 65 I 5i I I 931 1 78 -- I• t l� I 1 15 I wlLeox n I 55 i' I /l -I _ I I f79 so - - - - - - - I I i I i i 67 I 1 X' / I TRACi�\ 51 i-' as I TRACT 95 52 53 97 I � 2 / I NA � / 103 / g8 r� I 12 , u; O l, x h A I I V - - -L- II 11 11 3 2 , 6 5 4 TRACT •P I 2 TRACTI I ,i � 9 i 1,x I STA: 14+75.00 GIN SOY ON STA: 13+71.00 END SBY ON ( MAL OX PLAN MALBM • T M . LOT MA49EM TOTAL 1 1 TYPE 2 1, 2, 3, 4, 5, 6, 7, 8, 9, 52, 53, 68 12 2 1 TYPE 3 10, 11, 12, 14 14, 15, 16, 17, 16 18. 19, 46, 47, 48. 49, 50, 51 20, 21. 22, 23, 24, 25, 26, 27, 3 1 TYPE 3 28, 29, 30, 31, 32, 45, 60, 61 16 4 1 TYPE 2 54, 55, 56, 57, 51L 59 12 62, 63 64, 65, 66. 67 5 I TYPE 2 69, 70. 71, 72, 73, 74 12 75, 76, 77, 74 79, 80 6 1 TYPE 2 33. 34, 35, 36, 37, 38, 12 39, 44 K 85, 86, 87 7 1 TYPE 2 41, 42, 43. 44, 81, 82, 12 83, 09, 90, 91, 92, 93 8 1 TYPE 2 80, 94, 95. 96, 97. 96, 11 99, 100, 101, 102, 103, STA: 10+44.00 BEGIN SOY ON PER C.O.A. STD. DETAIL VU-I (TYP.) TREE LE CD L--- _ __- - _ ---- _. -_ - _ ____- -- '- _ � - "` � 31 •-' e `°_%_�_' "- ORAYMON ASNCAAXONUS OXYC ARP"REDWOOD" - PEAR (PYRUS LLERYANA) A XNUS AMERICANA) JUNGINFERLINDEELOPED AU7UM PURPLE ASH (FRAY11 T1 1 SIGhfT DWANICE NOTE. - THE SIGHT DISTANCE TRIANGLES SHOWN HEREON ARE MEASURED FROM A POINT 12 FEET BEHIND THE EDGE OF TRAVELED WAY SIGHT TRIANGLE SHOWN FOR A DISTANCE OF 250 FEET, PER CITY OF AUBURN STANDARDS TABLE RG-2. + SI1A 39 of 3 S NCiE: WHERE TYPICAL LOCATION OF NEIGHBORHOOD DELIVERY AND COLLECTION BOX UNIT (N.D.C.B.U.) FALLS WITHIN SIDEWALK, ADDITIONAL CONCRETE SHALL BE CONSTRUCTED AROUND N.D.C.B.U. PER CITY OF AUBURN STANDARD DETAIL STMB-1 SEE PLAN FOR LOCATIONS. CONTRACTOR SHALL REFERENCE CITY OF ININ AIBSTANDW DETAILS STOO-2 AND STMB-2A FOR EXACT LOCATION AND CONSTRUCTION STANDARDS OF N.D.C.B.U. • IN2IE NEIGIEORH000 DELIVERY AND COLLECTION BOX UNITS N.D.C.B.U.) SHALL BE AMERICAN LOCKER GROUP, INC. PLASTIC) OR APPROVED EQUAL. CONSTRUC71CIN NOTES: OSTOP9GN (R1-1) e/TOP MOUNT STREET NAME SIGNS, STREET SINS 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. a� ?o3r � CITY OF A BURN POWMA R APPROVAL BY DATE: TITLE/POSITION: - C60A S•-� 1 q AA RECORD DRAWING CERWICAnoN THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS BY: DATE: TIRE/POSITION: CONFIRMED BY CITY DATE: W.Y 1.01 rg IF s s a q b >n W 0 U a U �Q m m -' Q Qz U �m U � a a� N o�0 N1�0 x�010 C Naa •� n lip � C � P N N� 3 o � NEa o a n �r n N v J J cc w np6'0 � o � m a m 3 � a W Lu LL- w W z J DATE 93T� U romi S. 11-07 DrW S, 1-31- '•l_ Plq lECT MANA 4 3M Jerry WekoW PROJECT REF: FAC p1-0019 �6� THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS. Approved By. Date Approved: I G LJ. and JE. DRAWN J.W. end C..J. CN£CKED M Weber SEC 6 T 20 N R 5 E FLE No I: \LMELAND-SO\26851 DATE 4/30/01 SCALE E - 50' SHEET 340F34 FILE NO 26851 LAKELAND-SO 010 /(As 0 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 WITH "LT" ON THE GALVANIZED LID PER AUBURN DETAIL SHEET TRSL-4. 3 STREET LNWT 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. 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. comw&IIIIIIIIIIIES019m RUN CONDUIT SIZE WIRE COMMENTS 2 - #8 FROM LIGHT POLE FOUNDATION TO JUNCTION 1 r RGS 1- #8 GIRD BOX AND ROADWAY CROSSING 2 2' PVC #8 #8 JUNCTION BOX TO JUNCTION BOX 1 3 NOT USED 4 r PVC 3 - 02 CONNECT TO PSE POWER VAULT 2-#8 5 r RGS 4 -06 3 -#8 GRD s r Pvc 446 6 2 - #8 GIRD 7 2' RGS 4 - #6 2 - #8 GIRD 2 - #6 8 2' PVC 1- #8 2-#8 9 r PVC 445 3 -#8 GIRD NOTE: CONDUIT SHALL BE PVC SCHEDULE 40, UNLESS CONDUIT ENTERS INTO LIGHT POLE FOUNDATION FROM JUNCTION BOX OR ITS A ROADWAY CROSSING, PUGET SOUND ENERGY POWER POINT LOCATIONS TO BE DETERMINED IN THE FIELD WITH PSE PERSONNEL. GRAPHIC SCALE 60 0 30 60 120 O ( IN FEET I inch = 60 it. Y—a Legend EXISTING 120/240 VAC SERVICE CABINET PER CITY OF AUBURN SPECIFICATIONS DECORATIVE LUMINAIRE TYPE i JUNCTION BOX EXISTING CITY OF AUBURN STREET LIGHT STANDARD S NEW 120/240 VAC SERVICE CABINET PER CITY OF AUBURN SPECIFICATIONS � 7 T—i-T-7—--7--1-----7----r--T— - LUMUBiE SCHELTIILE u�9cmm POLE NUMBER STATION STREET SERVICE ICEWATTAGE CIRCUITLENGTH POLE TYPE HEIGHT ARM LENGTH POLE NUMBER STATION STREET SERVICE I WATTAGE POLE TYPE HEIGHT ARM L1 20+95 IV LT 67TH STREET S.E. 1-A 100 ALUMINUM 30 FT 8 L11 24 IV LT 67TH ST. S.E. 1-A 100 ALUMINUM 30 FT 8 1.2 30+44 18' RT NATHAN AVE. S.E. 1-A 100 ALUMINUM 30 FT 8 L12 23+03 18' LT 67TH ST. S.E. i-A 100 ALUMINUM 30 FT 8 1-3 32+31 IV RT NATHAN AVE. S.E. 1-B 100 ALUMINUM 30 FT 8 L13 40+19 20' LT PERRY AVE. S.E. 2-A 100 ALUMINUM 30 FT 8 1-4 34+29 18' RT 65TH ST. S.E. 1-B 100 ALUMINUM 30 FT 8 L14 46+03 20' LT PERRY AVE. S.E. 2-A 100 ALUMINUM 30 FT 8 L5 36+50 If RT 65TH ST. SE 1-B 100 ALUMINUM 30 FT 8 L15 55#m 18' LT 66TH ST. S.E. 2-8 100 ALUMINUM 30 FT 8 L6 38+46 IV RT 65TH ST. S.E. 1-B 100 ALUMINUM 30 FT 8 L16 47+69 19 RT PERRY AVE. S.E. 2-8 100 ALUMINUM 30 FT 8 L7 40*50 If RT PERRY AVE. SF- 1-C 100 ALUMINUM 30 FT 8 L17 12+38 20' LT ISM ST. S.E. 2-A Im ALUMINUM 30 FT 8 L8 IV LT Km ST. S.E. 1-c 100 ALUMINUM 30 FT 8 L18 53+90 19 LT 68TH ST. S.E. 2-B 100 ALUMINUM 30 FT 8 L9 61+23 T LT 86TH ST. S.E. 1-C 100 ALUMINUM 30 FT 8 L19 52+18 IV LT NATWMt AVE. S.E. 2-A 100 ALLMUM 30 FT 8 L10 42+34 If RT PERRY AVE. S.E. 1-c 100 ALUMINUM 30 FT 8 L20 10+53 20' LT 69TH ST. S.E. 2-A 100 ALUMINUM 30 FT 8 L21 14+ 20' LT NTH ST. S.E. 2-A 100 ALUMINUM 30 FT 8 RECORD ORANING CERMCA77ON THESE DRANINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS BY: DATE: TITLE/POSITION: CONFIRMED BY CITY DATE: PROJECT REF: FAG{ 01-0019 P /b / 7 THESE PLANS ARE APPROVED FOR CONFORMANCE KITH THE CITY OF AUBURN"S ENGINEERING DIVISION REQUIREMENTS. Approved By. Tp-s-� S Date Approved: pzzle i RUDE I Ia � U QIQ I U J � W qz iz j o01 U J j$ Q Q� W� OLu ) w �0 Hy 3Jlh9gQ 44 A C13T8� t1w 'TIONAL 0' U Z _ y Q 9 N � N i N a ZZ O p� p 17 J R oQ tt a 48 Z N U J U d N I M w m m � g SCALE: 1 INCH = 60 FEET DATE: 041JO101 DRAWING NUMBER AREA 18 APEX JOB NO 26851 SHEET E1 OF E1 PFOCIIA 35 dr3t o� 0 16 6 GRAPHIC SCALE 100 0 50 100 200 ( IN FEET ) 17.Wah = 100 ft. LEGAL. DC-ECFPTION A PARCEL OF LAND IN THE SOUTHEAST QUARTER OF SECTION 6, TOWNSHIP 20 NORTH, RANGE 5 EAST OF THE WILLAMETTE MERIDIAN, PIERCE COUNTY, WASHINGTON, AND MORE SPECIFICALLY DESCRIBED AS FOLLOWS: BEGINNING AT THE EAST QUARTER CORNER OF SAID SECTION 6; THENCE SOUTH Oi' 43'II' NEST ALONG THE EAST LINE IWW40F 1,141.82 FEET, THENCE NORTH 88'17'02' NEST 241.52 FEET 10 THE BEGINNING OF A CURVE CONCAVE SOUTHERLY AND HAVING A RADIUS OF 627.50 FEET, THENCE ALONG THE ARC OF SAD CURVE THROUGH A CENTRAL ANGLE OF 2118'38' A DISTANCE OF 233.39 FEET TO THE BEGINNING OF A COMPOUND CURVE CONCAVE SOUTHEASTERLY AND HAVING A RADIUS OF 35.00 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 9358'17" A DISTANCE OF 57.40 FEET TO A POINT OF CUSP WITH A CURVE CONCAVE EASTERLY, HAVING A RADIUS OF 2,503.50 FEET AND TO HIGH POINT A RADIAL BEARS SOUTH 6626'03' NEST; THENCE NORTHERLY AND CLOCKWISE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 1713'37- A DISTANCE OF 752.72 FEET; THENCE NORTH 0620'20' NEST 435.49 FEET TO THE BEGINNING OF A CURVE CONCAVE WESTERLY AND HAVE A RADIUS OF 4,381.50 FEET; THENCE ALONG THE ARC OF SAID CURVE THRa" A CENTRAL ANGLE OF 01D229' A DISTANCE OF 79.64 FEET TO THE EAST -NEST CENTEIIRE OF THE AFOEME 700 SECTION 4; THENCE SOUTH 8834'36' EAST, ALONG SAID EAST -BEST CENTERLINE, A DISTANCE OF 776.59 FEET TO THE POINT OF BEGINNING. A = OIV72r u R = 4361.50' T = 39.82' L = 7164' i I WE DATA: SITE ADDRESS: NORTHEAST OF THE LAKELAND HILLS WAY AND LAKELAND HILLS LOOP ROAD INTERSECTION. SITE EAAREA: :787,004f S.F. (�17.933± AC�RES)y/�p, GIRi�I/MOUE 1 �Jfi• APEX ENGINEERING, P.LLC. 2601 SOUTH 35th STREET, SUITE 200 TACOMA, WASHINGTON 90409 ATTN: „ERRY WAKEFIELD PH./ (253) 473-4494 AREA 18 at LAKELAND ALGONA = //'���//����y�yy�\ ,�w� ��/� /�/���p �f(,J� � PACIFIC `#l/Y1ILJM and 1 SC COVER SHEET ¢ ELLINGSON RD A A PORTION OF THE ME 114 OF THE aE 114 OF SEC71ON 6, TOWNSHIP 20 NORTH, Z � RANGE 5 EAST, WM, C" OF AlrBUW WA"jaMN o Km ootmY 9� 3RD AVE SE ~~ o� _ t ST OWNER/DEVELOPER. EVERGREEN RIM PARTNERS, L.L.C. 1302 B PUYALLUP STREET SUMMER, WASHINGTON 98399 ATTN: ,MY BABCOCK PP�H. j ((2553))8�8911-�-79�y95 /y w .IT77�p, GRAI Y40 OUAN 1 1 1 Lam CUT - 73,5001 C.Y. FILL - 55,2321 C.Y. NET - 18,248t C.Y. (CUT) NOTE: THE ABOVE OUMT177ES ARE ESTIMATES ONLY. THEY ARE INTFT" FOR THE PERMITTING PROCESS. DO NOT USE FOR BD PURPOSES. THE QUANTITIES 00 NOT HAVE STRIPPING, CUT OR FILL ADJUSTMENTS FACTORS APPLIED TO THEM AND WILL VARY DEPENDING ON THE SOIL CONDITIONS. GRADING QUANTITIES DO NOT INCLUDE VOLUMES FOR TESC POD CUTS. I I I I 1 I I I I 6 t61�_�,-I_��"� I I i i i I I -- �� � I I t I I I " I / r I 7 I � r--- o_,7,r3r ,�� R = 2503.50 � ' , I I T - 379.22' • \ I L = 75272'-�A 241.52 - e p o - 41 2n836' /� -s_ o = 93sd,r R _ e Z50 UNDEVELOPED T = 37.51' L = 57.40' SHEET POE^SHEET I GRAM owl C CaIER SWEET SHEET 2 W40M and LESC. - MGM HALF SHEET 3 OV46M ad TESC. - 99UM NWEF SWEET 4 MAIM ad TI-111 NIM and DETAILS SHEET 5 GRAM ad TFSC 011OSS SECIM COAL CONUMUCTION NOTES 1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE CITY OF AUBURN'S REQUIREMENTS AND SPEcorATIONS. 2. ALL WORK SHALL CONFORM TO THESE DRAWINGS AND THE RULES AND REGULATIONS OF THE "WASHINGTON STATE DEPARTMENT OF TRANSPORTATION (WSDOT/APWA) STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION- LATEST EDITION, EXCEPT WHERE SUPPLEMENTED OR ODOM BY THE CITY OF AUBURN STANDARD DETAILS AND DEVELOPMENT PRO.ECT SPECIFICATIONS. ® 3. THE CONTRACTOR IS REQUXRED TO HAVE A COPY OF CITY OF AURKIRN STANDARD CONSTRUCTION NOTES, DETAILS AND SPECIFICATIONS AVAILABLE AT THE JOB SITE ALONG WITH A COPY OF THE APPROVED DEVELOPMENT PLANS. 4. A PRE-CONSTRUCTIQWH IIEFiNG SMALL BE REDURED PRIOR TO ANY ON-STTE WORK FOR ALL PUBLIC FACILITY EXTENSION PROECTS. 5. LOCATIONS SHOWN FOR EXISTING UTILITIES ARE APPROXIMATE. IDENTIFICATION, LOCATION MARKING AND RESPONSIBILITY FOR UNDERGROUND FACILITIES OR UNITIES IS GOVERNED BY THE PROVISIONS OF CHAPTER 19.122 REVISED CODE OF WASHINGTON. PRIOR TO STARTING, CONSTRUCTION, THE CONTRACTOR SHALL CALL ONE -CALL (1-800-424-5555) FOR UTILITY LOCATIONS (WATER, SANITARY SEWER, STORM SEWER, GAS, POWER, TELEPHONE AND TELEVISION). 6. THE CONTRACTOR IS CAUTIONED THAT OVERHEAD ELECTRICAL LINES ARE NOT SHOWN ON THE DRAWINGS. THE CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE EXTENT OF ANY HAZARD GEARED BY OVERHEAD ELECTRICAL POWER IN ALL AREAS AND SHALL FOLLOW PROCEDURES DURING CONSTRUCTION AS REQUIRED BY LAW AND REGULATION. 7. TRAFFIC CONTROL AND STREET MAINTENANCE FOR SAFETY OF THE TRAVELING PUBLIC ON INS PROJECT SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND ALL METHODS AND EQUIPMENT USED WILL BE SU3,ECT TO THE APPROVAL OF THE CITY OF AUBURN. CONTRACTORS AND THEIR SURETY SHALL BE LIABLE FOR INAIRIES AND DAMAGES TO PERSONS AND PROPERTY SUFFERED BECAUSE OF CONTRACTORS OPERATIONS OR NEGLIGENCE CONNECTED NTH THEM. (CONTINUED ON SHEET 4) i m M' VICNVITY MAP SCALE 1" = 1/4 MILE BRASS MON. AT S.E. CORNER OF B.N.R.R. BRACE SPANNING THE STUCK (WHITE RIVER) (REFERED TO UNDER PIERCE COUNTY DATUM AS B.M. 0-11 (USGS) STD. DISK STAMPED -100 1913- ELEVATION = 100.42 (CITY OF AUBURN) CEBM CENTER OF SANITARY SEWER MANHOLE LID 5' NORTH AND 6' NEST OF INTERSECTION OF EVERGREEN NAY S.E. AND 58th PL. S.E. ELEVATION 572.50 (AUBURN) DAIW (Nc�rDa� veTT) NA027 (CITY OF AUBURN) PARCEL Nl I06M-4009 CXX4STRUCTI0N SEQUENCE 1. CALL ONE -CALL LOCATE FOR THE LOCATION OF EXISTING UTILITIES IN AREAS CRITICAL TO DESIGN (1-800-424-5555). 2. HOD PRECONSTRUCTION CONFERENCE NTH CITY OF AUBURN. 3. INSTALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES AS IBENWIED ON SHEET 2 AND BY THE G.D.ES.C. CONSTRUCTION SEQUENCE ON SHEET 2. 4. CALL CITY OF AUBURN FOR INSPECTION. 5. CONTRACTOR AND DEVELOPER WILL BE RESPONSIBLE FOR ADDITIONAL EROSION CONTROL MEASURES AS NECESSARY. 6. GRADE PROECT TO PLAN GRADES. 7. CLEAN CATCH BASINS BY REMOVING SEDIMENT AND DEBRIS. 8. HYDROSEED ALL DAYLIGHT SLOPES AND OTHER AREAS TO REMAIN UNWORKED. 9. VERIFY STABILIZATION OF SITE. 10. CALL CITY OF AUBURN FOR SITE INSPECTION. ONE -CALL MOTE. *1-800-424-5555 BURIED UTILITIES ARE SHOWN AS INDICATED ON RECORD MAPS FURNISHED BY OTHERS AND VERSED WHERE POSSIBLE BY FEATURES LOCATED IN THE FIELD. APEX ENGINEERING, ASSUMES NO LIABILITY FOR THE ACCURACY OF THOSE RECORDS, OR FOR THE FINAL LOCATION OF EXISTING UTILITIES IN THE AREAS CRITICAL TO THE DESIGN NQTE. 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. RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS BY: DATE: TITLE/POSITION: CONFIRMED BY CITY DATE: &�Q EXPIRES, I- 7 Of PRQECT REF: GRA ODI-0005 s �• s r THESE PLANS ARE APPROVED FOR CONFORMANCE NTH THE CITY OF AUSURN'S ENGINEERING DIVISION REQUIREMENTS '' �nj Approved By OAwft � S.,l.L� Date Approved: a&ge:�( IIII� DEEM 0a DRAWN JAI. ad (i„ L C fq® NE W40W WC 8 T 908 R 8E R8 "D r. V AKUAN0-3A=I DATE 20020 SCALE 1' -HOOP SHEET -L ORE PLE ND 61fY7G_ LAKELANO-50 N 1) 1If65 GRAPHIC SCALE AREA 18 at LAKELAND 40 ° 20 40 °° CFiADM and TESC PLAN - NORTH HALF ( IN ter) A PORTION OF THE NE 114 OF THE SE 114 OF SECTION A TOWNSW 20 NORTH, I inch = 40 ft. RANE 5 EAST, WM CITY OF ALOLM W CONSTRUCTION ENTRANCE PER CITY OF AU RMN STD. DETAIL DEV - 5 FILTER FABOC FENCE PER CITY OF AU&MN STD. DETAIL DEV - 6 PER CI TY � RYAl1BMM1� � 9 —{-- ," 11I �l• I -IIDM PR OF STD i PROPOSED FINISH 91ADE TOUR I I Ebsnnc GRADE ca�uT Ede 574.00 I TEMPORARY SWALE SPOT ELEVATION TYP RIP RAP (6' 6' QUARRY SPACES) �1 ' Evil 2 �` -- - CATCH RO ECsw HMO r�o>- AW I ; I� BBE PROTECTION C17Y MAM SID DENTAL — — DEV - 7. PNOIEC110N AFTER PAYING 9NLL BE PER CITY OF AUBURN • , T .T.__.,.v STD. DETAIL DEV - 8. 1 11 acesc NOTE6 (ADDITMAL G.D.E.S.C. NOTES ON SHT 4) i 'I I 1. No uNcaNrnouEO SURFACE WATER SHALL BE ALLOWED TO DISCHARGE FROM THE SITE DURING CONSTRUCTION. NO RUNOFF SHALL BE ALLOWED TO DRAM/ TO THE PROPOSED -- � I \ • `' CONVEYANCE SYSTEM UNTIL APPROVED BY THE CITY OF AUBURN. 3. CONTRACTOR SHALL COMPLY WITH THE APPROVED EROSION CONTROL PLANS AND INSTALL ADDITIONAL EROSION CONTROL MEASURES AS NECESSITATED BY FIELD CONDITIONS TO ENSURE NO UNCONTROLLED SURFACE WATER LEAVES THE SITE AND TO LIMIT THE AMOUNT OF EROSION. . i � I 4 I ., , { � _•_• � _ � _- -- I - 1 T I I � \ .� � I -, 4. EROSION CONTROL MEASURES SHALL NOT DE REMOVED UNTILSITE II 4,AUBURN. '. 1 \. t II ,,, IS STABILIZED AND ONLY WHEN ALLOWED BY THE CITY OF �.-r------ I k 1 I w I I 1 I i t L II 1I II 1 LE I , :I 1 I -- -_ t � F - -- — ----- - — — / --- I.E.- 621.0t 1 , I ® * _ I .. t -- `I 8}D mot: W/ TRASH RACK �u { I 1 I O W Q I' ----- i 3 t M 46 lFyi_ •t.J4x I LE. = 591.5pt I \ I I II I I I I .I i;_ �- 88 lF 12' ADS M-12 • QWX ('x1 LJ EX. 15'0 STUB ,. 1 TEMP. CULVERT I \\ � i II I 240 112' ADS N-121 J I � � CONUTFLACMN ��E M LE = 5K37 Oft LF 12' SO.50x-�- 1 II 1 - 1. INSTALL CONSTRUCTION ENTRANCES AND PERIMETER FILTER FENCE. � fXTM1tEOT M 45' BEND ',..... .., .E. = 592.00t I i L-, !I I.E.EI$19.J6. I i O 2. PROVIDE INTERIM CATCH BASIN PROTECTION FOR ALL EXISTING _ DRAINAGE STRUCTURES ONSI7E AND ADJACENT TO SITE. CB/I TYPE 1 lE: DONIMMIl SDE OF DITCH {,' la I ' W/ SOYA LOCIONG LID 'J 3. T SEDIMENT PONDS) AND ASSOCIATED FACILITIES AS --. _ . I I_.. _ E 76aM..0091 LJ».1 CONSTRUCT 5FMW1 BE BER#k8 i0 A MIMA4UM I N - SHOWN HEREON. ELEVATION QF 594.00 11 I - \ - _ I E *766034.f�066 _ LE'(M 12' IN = 620.: 4. INSTALL CATCH BASINS AND ASSOCIATED PIPING ALONG MTH I.E. f W� 12' CUT = 620.56 P INTERCEPTOR SWALES AND TEMPORARY CULVERTS 70 DIRECT DRAINAGE TO EXISIING SEDIMENT POND(5). __ — _ — — — — —`.— - — — — — I I' 5. GRADE SITE PER APPROVED GRADING PLAN. p I I � I. �-1 I' 6. PROWDE CATCH BASIN INLET PROTECTON ONCE STORM SYSTEM IS CONSTRUCTED. 7. GRADE (FILL) SEDIMENT POND AND SWALE AREAS AFTER STORM SYSTEM IS OPERATIONAL. - 6. AFTER CONSTRUCTION IS COMPLETE AND SITE STABILIZED, REMOVE I•• I _ \. I j I REMAINING EROSION CONTROL MEASURES NTH APPROVAL OF CITY -t I INSPEC70R. I j �J • L - - ` I , 1 1 NOTE TEMPORARY CULVERTS SHALL BE ADS-11112, CONCRETE. OR OTHER MATERIAL APPROVED BY ENGINEER. ' I , I NOTE: ALL DAYLIGHT SLOPES ARE GRADED • 2:1. A I r H E. D YL CH SLOPES SHALL BE YDROSEEDID AND OR MULCHED AS PART OF THE T.E.S.C. PLAN. SEE M07ES SHEET 4. 34 LP 6' P DI CL53 1 a � o ��. \•, ._®_ Nam_ � �1 ��� �, -.wN1I111111N11111111111W' EXPWS, 11-07-OZ PROIIECT REF. GRA /01-0005 S/w* V/ THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMEN TS. Approved By. 40410, + J NI14 Date Approved. :510T- 4 0 r I!' k w a 0 SII L", !s 010 16,40s i r< GRAPHIC SCALE AREA 18 at LAKELAND I o TO 10 GRADING and TESC PLAN — SOUTH HALF IN Fer > A PORTION OF THE NE 114 OF THE aE 114 OF SECTION 6, TOWNBHlp 20 NaTh 1 inch = 40 ft. RANCaE 5 EAST, W.K CITY OF AU3^ WAS1 NOTON SEE SHEET 2 FOR CONTMJATION R n m $mrn Nrh n O • I I �mn G OEM n `6� c K o� 3 o Y Y i n ~ Y EW9WS, 11-o7-D2- I DAMSEA M 3-1'f•01 RECORD ORAMMG CERTIFICATION THESE DRANINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS BY: DATE: TITLE/POSITION: CONFIRMED BY CITY DATE: PRO ECr REF: GRA ,-aoos ! o.. Y THESE PLANS ARE APPROVED FOR CONFORMANCE NI7H THE CITY OF AUBURN'S ENGW*fRW DIVA" REQUIREMENTS. Approved By Date Approved: EXPIRES, y11-��31�� PROMV T MANAGMiwr,y Was" 511 3 or- L:1 =)1 AREA 18 at LAKELAND GI MVM W W TESC WTES and VG 1 /"" A PORTION OF THE N.E. 114 OF THE aE 114 OF SECTION A TLOWWW 20 NORTH, RANGE s EAer, WA CITY OF ALMM WA"JaT)ON 4j "'"'"'C ON 'NC E F EXISTING GROUND �+I ---- 600 jl 1"=20'HORIZ. __._----- M -- _. �( 1" = 5' VERY; - I - PROPOSED MASS GRADE 95YR/9l wq GI FV - SO90 590 228' 1' SEDIMENT STORAGE IV 3 0 600 - - EXISTING. GROUND. C SEC71M o-0 I fl 1" = 20' HORIZ. 1" = 5' VERT. 600 1G-Tels jz.] 1. WITHIN THE CITY OF AUBURN, ALL REQUIRED RETENTION OR DETENTION,\ SEDWE.NTAWN AND EROSION CONTROL FACILITIES MUST BE CONSTRUCTED AND IN OPERATION, PRIOR TO LAND CLEARING AND/OR OTHER CONSTRUCTION ACTIVITIES, TO INSURE THAT SEDIMENT LADEN WATER AND STORM DRAINAGE RUNOFF DOES NOT IMPACT THE ADJACENT PROPERTIES OR THE NATURAL DRAINAGE WAYS. 2. THE DETENTION SEDIMENTATION (RETENTION IF INFILTRATION SYSTEM IS USED) AND EROSION CONTROL FACILITIES DEPICTED ON THE APPROVED DRAWINGS ARE INTENDED TO BE MINIMUM REQUIREMENTS TO MEET ANTICIPATED SITE CONDITIONS. ADDITIONAL DRAINAGE AND EROSION CONTROL FACILITIES MAY OL REQUIRED AS SITUATIONS WARRANT DURING CONSTRUCTION. THE IMPLEMENTATION, MAINTENANCE, REPLACEMENT AND ADDITIONS TO THESE CONTROL SYSTEMS SHALL BE THE RESPONSIBILITY OF THE PERMITTEE. 3. THE DETENTION (RETENTION IF INFILTRATION SYSTEM IS USED) CONTROL POND SHALL REMAIN N PLACE UNTIL THE PERMANENT STORM SYSTEM IS IN PLACE AND OPERATIONAL. 4. THE TEMPORARY EROSION CONTROL FACILITIES, INCLUDING ALL PERIMETER CONTROLS, SHALL REMAIN IN PLACE UNTIL FINK SITE CONSTRUCTION IS COMPLETED AND APPROVAL HAS BEEN RECEIVED FROM THE CITY. 5. ALL AREAS OF ACTIVE EARTHWORK WHICH HAVE THE POTENTIAL FOR EROSION AND SEDIMENTATION IMPACTS ON ADJACENT PROPERTY AND DRAINAGE WAYS MUST BE STABILIZED ACCORDING 70 THE FOLLOWING SCHEDULE: FROM APRIL 1 TO SEPTEMBER 30, AREAS AT FINAL GRADE AND THOSE RICH ARE SCHEDULED TO REMAIN ONWCRKED FOR MORE THAN 30 DAYS SHALL BE STABILIZED MTHIN 10 DAYS. IN ORDER TO WRAZE SOIL EXPOSURE. EXPOSED SOIL MTHIN AREAS GREATER THAN 5,000 SQUARE FEET THAT ARE SCHEDULED TO REMAIN UNWORKED FOR MORE THAN 24 HOURS AND EXPOSED AREA OF LESS THAN 5,000 SQUARE FEET THAT HILL REMAIN UNWVRKED FOR MORE THAN 7 DAYS SHALL BE STABILIZED IMMEDIATELY. EXISTING GROUND - SERWEWr r YC _ C:FK)W SECTION E'-E - - - - _ 1" = 20' HORIZ - - -.- - _ --_ 1" = 5'...VERT ------------- 25YR 24HR WS. ELEV. < 592.0 590 ELFV = 5870 / 580 600 EXISTING GROUND T J a / 590 L / CROSS SECTION F-F 1• = 20' HORIZ. 1" = 5' VERT.. c PROPOSED MASS..GRADEJ - NOTES (CONTINUED FROM SHEET 1) 8. DURING CONSTRUCTION, THE CONTRACTOR SHALL BE REQUIRED TO CONTROL ON -SITE STORM WATER RUNOFF BY USING TEMPORARY OR PERMANENT DRAINAGE EROSION/SILTATION CONTROL PROCEDURES. 9. IT SHALL 13E THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE TRUE ELEVATIONS AND LOCATIONS OF ALL UNDERGROUND UTILITIES. CI17 OF Al�1�IV STi4NDAFD DETAL 8 10. EXISTING PAVEMENT SURFACES SHALL BE SAW CUT FULL DEPTH MTH STRAIGHT, UNIFORM EDGES 12 INCHES (72") OUT FROM THE EDGE OF CONSTRUCTION ENTRANCE DEV-5 EXCAVATION. ALL JOINTS BETWEEN THE NEW AND ORIGINAL PAVEMENT SILT CONTROL FENCE DEV-6 SHALL OL PAINTED MTH ASPHALT EMULSION (CSS-1). CATCH BASIN PROTECTION FOR GRADING PROJECTS DEV-7 CATCH BASIN PROTECTION DEV-8 11. TIME LINT RESTRICTIONS WITHIN EXISTING RIGHTS -OF -WAY WILL BE CHECK DAMS AND SWALES DEV-9 APRJCABE AND DETERMINED AT THE PRE -CONSTRUCTION MEETING. 12. THE CONTRACTOR SHALL INSTALL, REPLACE, OR RELOCATE ALL SIGNS, AS SHOWN ON THE PLANS OR AS AFFECTED BY OONSIRICTION, PER THE CITYS STANDARD DETAIL NO TRSP-1. EROSION OONTFM SE33DI1Q N07W 13. POWER, CABLE AND TELEPHONE LINES SHALL BE IN A TRENCH WITH A MINIRII HORIZONTAL SEPARATION FROM OTHER UTILITIES (SEWER, i. SEEDING APPLY THE FOLLOWING MIXTURE TO THE PREPARED SEED OLD WATER, STORM) OF FIVE FEET (5'). A7 A RATE OF 720 LBS/ACRE: 14. ALL CONSTRUCTION SURVEYING FOR EXTENSION OF PUBLIC FACILITIES PROPORTIONS PERCENT PERCENT RTIOIGHT SHE- OL DONE UNDER THE DIRECTION OF A WASHINGTON LICENSED NAME BY W PURITY GERMINATIONPERCENT LAND SURVEYOR OR A WASHINGTON LICENSED PROFESSIONAL CIVIL REDTOP (AGROSTIS ALBA) 10% 92 90 ENGINEER 15. THE CONTRACTOR WW1 BE REQUIRED TO WATER THE SITE, AS NECESSARY, ANNUAL RYE 40X gg TO REDUCE EMISSIONS AS A RESULT OF CONSTIRUCTTON ACTIVITY. THE ANNUAL MULTIFLCRVM) CONTRACTOR SHALL ALSO SWEEP ALL AFFECTED ►tUX ROADS, AS NECESSARY, TO REMOVE MUD DEPOSITED AS A RESULT OF PROJECT CHEMNGS FESOUE 40X 97 80 CONSTRUCTION ACTIVITY. (FESTOCA RUBRA COMMITATA) (JAMESTOWN, BANNER, I6. CERTIFIED DRAWINGS ARE REQUIRED PRIOR TO PROJECT ACCEPTANCE. SHADOW OR KOOET) REFER TO THE CITY'S "RECORD CONSTRUCTION DRAWINGS" REOLVEMENT. WHITE DUTCH CLOVER 10% 96 90 17. FOR MANHOLE AND CATCH BASIN RIM ADJUSTMENT, MAXIMUM (TRIFOLIUM REPENS) ADJUSTMENT MIN BRICK OF RIMS AND CASINGS SHALL BE 14 INCHES (14-) MTHOUT ADDING NEW SECTIONS. 2. TIME OF PLANTING - DURING THE 111E PERIOD BETWEEN APRIL 1 THROUGH JUNE 30 AND SEPTEMBER 1 THROUGH OCTOBER 31. (NOTE: I& ALL MANHOLES, CATCH BASINS, AND VALVES IN PUBLIC RIGHTS -OF -WAY IF PLANTING BETWEEN JULY i AND AUGUST 31, IRRIGATION MAY BE OR EASEMENTS SHALL BE ADJUSTED AFTER ASPHALT PAVING, AND REQUIRED. IF PLANTING BETWEEN NOVEMBER 1 AND MARCH 31, CONFORM TO THE CITY'S STANDARD ADJUSTMENT OLTML NO. STFG-1. ALL MULCHING WILL BE REQUIRED IMEGATELY AFTER PLANTING.) UTILITY CASTINGS OUTSIDE OF PAVED AREAS SHALL BE INSTALLED WITH A CONCRETE COLLAR AROUND THEM. 3. FOR OTTER SEED MIXTURES, USE LOCAL SUPPLIER RECOMMENDATIONS WITH APPROVAL FROM AUBURN. 19. PVC MANHOLE ADAPTERS OR APPROVED EQUAL SHALL BE USED TO MAKE ALL CONNECTIONS OF STIR 21 OR 35 PVC PIPE TO MANHOLES OR CATCH BASINS. 4, SITE PREPARATION - BEFORE SEEDING, INSTALL NEEDED SURFACE RUNOFF CONTROL MEASURES SUCH AS GRADIENT TERRACES, 20. THE MAXIMUM LAYING LENGTHS SHALL NOT EXCEED 12'6" FOR SDR 21 OR 35 INTERCEPTOR DIKE/SWALES, LEVEL SPREADERS AND SEDMENT PIPE. BASINS. 21. SOONG FOR PVC, CONCRETE AND DUCTILE RON PIPE SHALL BE 5/8 NCH 5. SEEDBED PREPARATION - THE SEEDBED SHOULD BE FIRM, BUT NOT MINUS CRUSHED ROCK, SIX INCHES (6") WOW UNDER, TO SIX INCHES (6") COMPACT, WITH A FAIRLY FINE SURFACE FOLLOWING SURFACE MNS" OVER THE PIPE, AS PER THE CITY OF AUeLXRN STANDARD ROUGHENING. SURFACE ROUGHENING SHOULD BE DONE AT RIGHT DETAIL NO, GEPT-2. ANGLES TO THE SLOPE AND PREFERABLY "CAT WALKED" UP SLOPE. 22. REFER TO AUBURN STANDARD TRENCH EXCAVATION AND BACffILL 6. FERTILIZATION - AS PER SUPPLIER'S RECOMMENDATIONS. DETAIL MOS. GEPT-1 AND GEPT-2 FOR CONSTRUCTION PROCEDURES. DEVELOPMENTS ADJACENT TO WATER BONES AND WETLANDS MUST USE NON -PHOSPHORUS FERTILIZER. 23. ALL IMPORTED PIPE TRENCH BACOFILL MATERIAL SHALL BE BANK RUN GRAVEL, FOR TRENCH BACKFILL PER SECTION 9-03.14. 7. "HYDROSEEDING" APPLICATIONS MTH APPROVED SEED -MULCH - FERTILIZER MIXTURES MAY ALSO BE USED. 24. PIPE TRENCH SAC FILL MATERIAL WITHIN THE IMPROVED RIGHT-OF-WAY SHALL BE 5A NCH MINUS CRUSHED ROCK MEN CONNECTION IS 8. MAINTENANCE - SEEDING SHOULD BE SUPPLIED MTH ADEQUATE PEAPODMC LAR TO THE CITY STREET, AS PER CITY OF AUBURN STANDARD MOISTURE. SUPPLY WATER AS NEEDED, ESPECIALLY IN ABNORMALLY DETAIL GEPT-7. HOT OR DRY WEATHER, OR ON ADVERSE SITES. WATER APPLICATION RATES SHOULD BE CONTROLLED TO PREVENT RUNOFF. INADEQUATE 25. CONSTRUCTION OF PROPOSED IMPROVEMENTS SHALL BE IN ACCORDANCE AMOUNTS OF WATER MAY BE MORE HARMFUL THAN NO WATER. MTH APPROVED PUNS. ANY CHANGES FROM THE APPROVED PLAN WILL 1 1/2" WASHED ROCO GRAVEL CONE WATER TIGHT SEAL ...NORTH POND-Q OUT = 0.46 C.F.S. SOUTH POND-Q OUT = 0.54 C.F.S. .,.iid •aJ 1, 1 INVERT ELEV = 587.0 15" SD (NORTH POND 12" SD (SOUTH POND 18 x 18 x 15 PVC TEE NORTH POND)- 18 x 18 x 12 PVC TEE SOUTH POD W/ RUBBER GASKET JOINTS RUBBER GASKET PLUG W/ = 2-3/4"0 ORIFICE (NORTH POND) 3"0 ORIFICE (SOUTH POD) REQUIRE APPROVAL FROM THE OWNER, ENGINEER AND THE CITY OF AUBURN. 1" DNA. DR, 40 NOES MN., 0 10" O.C. THE LIMITS OF THE GRAVEL CONE 48" DIA CMP STANDPIPE, OPEN TOP, Z BOTTOM. ENCASED IN CONCRETE. I- DISTANCE GREATER THAN MINIMUM 1 HEAD TO PASS DESIGN STORM r 0.5' �1 -- --I-- 25 YR / 24 HR W ELEV = 592.0 EXPIRES, 11-07-M ° D ORIFICE ELEV. = 585.0 sEDIENr SETTING Qa STORAGE III 1II - 6" CONC. BASE _ POND BOTTOM ELEV = 586.0 COMPACTED GRAVEL BASE GMVM OOW C.O.A. SIR DET DEV-4 N. I. S. RECORD DRAWNG CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS BY: DATE: TITLE/POSITION: CONFIRMED BY CITY DATE: PROkC7 REF. GRA 101-0005 .5laol THESE PLANS ARE APPROVED FOR CONFORMANCE WITH / THE CITY OF AUBURN'S ENGINEERING DIV/904 REQUIREMENTS. Approved By. Date Approved: O � M 3 O �W 2 a C m 800 X8 rn n e 5`•'n L P £ X W o;a N�f n tin a n ro J J Z W Yk' m; 00 W LU Q J /�J\ V DATESEALM 3•M9•oT �4 VAkfA ���F VASy�t p0,,,^ I l f�7G AC E%PWlES� 1-31- PROJECT MNiIAti ion MMWIWM D O CLL DRAWN AS ONE W C*.l WL mow SEC6 TADM R6E FM MO a V,pILNN-50 1 DINE 2000 SCALE AS MOT® SHEET A OFA FLE ND 1 1✓CI YY\ M F ` 511 q oc 01t► CC N z AREA 18 at LAKELAND GRADING and TESC CROSS SECTION PROFILES A PORTION OF THE N.E. 114 OF THE S.E. 114 OF SECTION 6, TOWNSHIP 20 NORTH, RANG 5 EAST, W.M, CITY OF AUBURN, WASHINGTON 640 EXISTING GRADE ALONG XSEC A -A 620 / - - _ - - - - - - _ _ _ - / - - - - - - - - - 600 900 570 640 I a 1620 z 1 �F 1 w 1 ' 570 m ZE 620 PROPOSED GRADE ALONG XSEC A -A I" = 40' HORIZONTAL I" = 20' VERTICAL w a � 2 �m - EXISTING GRADE ALONG XSEC A -A 600 w 580 570 J x PROPOSED GRADE ALONG XSEC A -A CROSS SECTION A —A I" = 40' HORIZONTAL o oI" = 20' VERTICAL 580I 570 m 620 �„ --- ------------- 1----- a 580 �m PROPOSED GRADE ALONG XSEC B-8 - - - - - - - - - - - - - - - - - --f EXISTING GRADE ALONG XSEC B-B CROSS SECTION B—B I" - 40' HORIZONTAL o I" = 20' VERTICAL o � 570 RECORD DRAWWNG CERTIFICATION THESE DRAMNGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS BY. DATE: TITLE/POSITION: CONFIRMED BY CITY DATE: �- 101 620 .19 m 570 S -M.e I EXPIRES; 11-07-ef. PROECT REF: GRA 1-0005 se e7 THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS. Approved By. fp-*� Date Approved: V00 / 3 d k- omrn mc i On�� ` Vi0 M C $e n 0,0 M O� C ✓ C' 'o r„a � e W 3 O w pm N E u ri �n Y Q Q w WAX Y O Q� J `m �00 ZU 00o� T O cr- Q J J 2 w < U co n, i2qa W cz w DATE SEA ED �3-1 EXPIRES- 1-A- '— PROJECT MANAGER Jerry WekeroWd DESIGN QJ DRAWN J.W""and G.J. CFECKED M Weber SEC 6 T 20 N R 5 E F:LE Np I \LAKELAND-50\26851 DATE 2109101 SCALE AS NOTED SHEET 5 OF-5 RLE NC 26851 LAKELAND-SO PF`511 So( 03.0 1665 w�l GRAPHIC SCALE 40 0 20 40 80 ( IN FEET ) 1 inch = 40 ft. CD'(T \ 1 94 �z- AREA 18 at LAKELAND GRADING and TESC PLAN ADDITION A PORTION OF THE ME 114 OF THE S.E. 114 OF SECTION 6, TOWNSHIP 20 NORTH, RANGE 5 EAST, W14, CITY OF AUBURN, WASHINGTON 43 i 4 as � 1 I 584 580 ♦ - - — -- \ \ 576 AA DESIGN NOTE SEDIMENT TRAP DESIGNED FOR 25-YR/24-HR STORM.SURFACE AREA REQD 0 ELEV. SURFACE AREA PROVIDED5 550 5,032 SF SF NOTE: ALL DISTURBED AREAS \ I \ SHALL BE HYDROSEEDED. \ \ \ \ \ \ ma's. l\� SEDIMENT TRAPS Ax PROPOSED GRADE B � P�IEMf�ISL j ARAREiED. A BEY N OSEE AS A1E. \\ TESC CONTROL STRUCTURE PER CITY OF AUBURN STD. DEI \ TOP OF 48' CMP ST - 5n00 12" I.E.. OUT = 578.50 Y\ \ \SOU DIA. = 3.25" (TIP.) �f LEGEND ©CONSTRUCTION ENTRANCE PER CITY OF AUBURN STD. DETAIL DEV - 5 FILTER FABRIC FENCE PER CITY OF AUBURN STD. DETAIL DEV - 6 ----f ID TEMPORARY INTERCEPTOR SWALE PER CITY OF AUBURN STD. DETAIL DEV - 9 amw ®CHECK DAM PER CITY OF AUBURN sID DETAIL DEV - 9 PROPOSED FINISH GRADE CONTOUR - — — — -573- — — EXISTING GRADE CONTOUR TYP RIP RAP (6" - 8" QUARRY SPANS) 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. 1. NO UNCONTROLLED SURFACE WATER SHALL BE ALLOYED TO DISCHARGE FROM THE SITE DURING CONSTRUCTION. 2. NO RUNOFF SHALL BE ALLOYED TO DRAIN TO THE PROPOSED CONVEYANCE SYSTEM UNTIL APPROVED BY THE CITY OF AUBURN. 3. CONTRACTOR SHALL COMPLY IYTH THE APPROVED EROSION CONTROL PLANS AND INSTALL ADDITIONAL EROSION CONTROL MEASURES AS NECESSITATED BY FIELD CONDITIONS TO ENSURE NO UNCONTROLLED SURFACE WATER LEAVES THE SITE AND i0 LIMIT THE AMOUNT OF EROSION. 4. EROSION CONTROL MEASURES SHALL NOT BE REMOVED UNTIL SITE IS STABILIZED AND ONLY WHEN ALLOYED BY THE CITY OF AUBURN. NOTE: THIS PLAN EXPANDS THE PREVIOUSLY APPROVED GRADING AND EROSION CONTROL PLANS FOR LAKELAND AREA 18, APPROVED 3121101 (GRA #01-0005). E%PIRES . 11-07- RECORD DRAWING CERTIFICATION THESE DRAMNGS CGNFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS BY DATE: TITLE/POSITION: CONFIRMED BY CITY DATE. PROJECT REF. GRA 1-0005 a/ez THESE PLANS ARE APPROVED FOR CONFORMANCE PITH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS. Approved By. Date Approved: �y�0 22 3 g 0 1 4 w s 0 m W a 0 s DATE SEALED `/•22 of EXPIRES- 1-31- PROJECT MANACIi Jerry Wak~ DESK W Weber DRAWN M Weber ca-taa� SEC 6 T 20 N R 5 E_ FiE No I:\LAKELAND-SO\26851 DATE 4/11/02 SCALE r'40' — SHEET 5A OF-5. ALE No 26851 LAKELAND-SO Ff' SI 16 o a 6 OJLD 1665