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HomeMy WebLinkAbout02D1663a LEGAL DESCRIPTION 714AT PORTION OF THE SOUTHWEST QUARTER AND THE SOUTHEAST QUARTER OF THE NORTHWEST QUARTER OF SECTION 5, TOWNSHIP 20 NORTH, RANCE 5 EAST.. W.M., DESCRIBED. AS. FOIJAWS. COMMENCING AT THE NORTHWEST CORNER OF SAID SECTION 5, TOWNSHIP 20 NORTH, RANGE 5 EAST W.M.; THENCE SOUTH 01'4258' WEST ALONG THE WEST LINE THEREOF 1,369.68 FEET TO THE SOUTH LINE OF PIERCE COUNTY LARGE LOT DIVISION NO. 670 IN SAID NORTHWEST QUARTER OF SECTION 5; THENCE NORTH 8954'49- EAST, ALONG SAID SOUTH LINE, A DISTANCE OF 907.15 FEET TO THE POINT OF BEGINNING; THENCE CONTINUING NORTH 8954'49' EAST, ALONG SAID SOUTH LINE A DISTANCE OF 731.24 FEET; THENCE SOUTH 032636' WEST 48.22 FEET; THENCE SOUTH 31'01'58' WEST 20.64 FEET; THENCE SOUTH 24'I6'49' EAST 21.34 FEET TO A POINT ON OF A NON -TANGENT, 100.00 FOOT RADIUS CURVE, CONCAVE NORTHEASTERLY AND TO WHICH POINT A RADIAL BEARS NORTH 38W'41' WEST THENCE SOUTHERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 127'34'07', A DISTANCE OF 222.65 FEET THENCE SOUTH 7629'48' EAST 18.99 FEET TO A POINT ON A NON -TANGENT, 100.00 FOOT RADIUS CURVE, CONCAVE NORTHEASTERLY AND TO WHICH POINT A RADIAL BARS NORTH 7400'49' WEST THENCE SOUTHERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 7526'30-, A DISTANCE OF 131.67 FEET THENCE SOUTH 134952' EAST 39.60 FEET, THENCE SOUTH 6058'23' EAST 6&47 FEET THENCE SOUTH 2420'35- EAST 20.88 FEET, THENCE SOUTH 4531'31' EAST 63.43 FEET THENCE SOUTH 634735' WEST 44.14 FEET THENCE SOUTH 01T8'19' EAST 111.57 FEET THENCE SOUTH 2917'48' EAST 5.34 FEET THENCE SOUTH 0411'06' WEST 17.53 FEET TO THE SOUTH LINE OF THE NORTH HALF OF THE SOUTH HALF OF SAID NORTHWEST QUARTER; THENCE SOUTH 89'32'03' WEST ALONG SAID SOUTH LINE 750.84 FEET THENCE NORTH 002757' WEST 95.00 FEET THENCE NORTH 363236' EAST 62.61 FEET; THENCE NORTH 0027057' WEST 94.00 FEET; THENCE SOUTH 8932'03- WEST 10.08 FEET THENCE NORTH 0005'11- WEST 191.32 FEET; THENCE SOUTH 895449' WEST 141.50 FEET THENCE SOUTH 8135'09' WEST 42.68 FEET THENCE SOUTH 6051'27' WEST 34.71 FEET; THENCE NORTH 3133'30' WEST 9ZOI FEET 70 A POINT ON A NON -TANGENT, 240.00 FOOT RADIUS CURVE, CONCAVE SOUTHEASTERLY AND TO WHICH POINT A RADIAL BEARS NORTH 31'33'30' WEST; THENCE NORTHEASTERLY ALONG THE ARC OF SAID CURVE, THROUGH A CENTRAL ANGLE OF 3128'19' A DISTANCE OF 131.83 FEET THENCE NORTH 00'05'11' WEST 50.00 FEET TO A POINT ON A NON -TANGENT, 290.00 FEET RADIUS CURVE, CONCAVE SOUTHERLY AND TO WHICH POINT A RADIAL SEARS -NORTH-0005'11- WEST THENCE WESTERLY ALONG THE ARC OF SAID CURVE, THROUGH A CENTRAL ANGLE OF 0721'16' A DISTANCE OF 37.22 FEET THENCE NORTH 0715'32' WEST 9&15 FEET TO THE POINT OF BEGINNING. ONE -CALL NOTE- #1-800-424-5555 ----- BURIED UTILITIES ARE SHOWN AS INDICATED ON RECORD MAPS FURNISHED BY 07HERS AND VERIFIED WHERE POSSIBLE BY FEATURES LOCATED IN THE FIELD. APEX f - - - - - - - - - - - - ENGINEERING, ASSUMES NO LIABILITY FOR THE ACCURACY 1 OF THOSE RECORDS, OR FOR THE FINAL LOCA77ON OF I EXISTING U77LI77ES IN AREAS CRITICAL TO THE DESIGN. 1 LEGEND 1 PROPOSED SIDEWAIX y: PROPOSED ASPHALTIC PAVEMENT - PROPOSED CENTERLINE - - - - - _ _ _ PROPOSED EASEMENT PROPOSED FLOWUNE 1 ----------- ------ PROPOSED ROOF DRAIN PF ---- 6' PVC 01%MIN, PROPOSED ROOF DRAIN- 8' PVC 0 1% MIN. EXISTING STORM DRAIN o1 TYPE -11 CATCH BASIN 8 EXISTING CATCH BASIN 68 EXISTING SANITARY SEWER MANHOLE PROPOSED CATCH BASIN 89 PROPOSED CATCH BASIN SIINAIN 70 , PHA PROPOSED SANITARY SEWER MANHOLE A PROPOSED ROOF DRAIN CLEAN OUT / 7' I PROPOSED TEE PROPOSED. HORIZONTAL. BEND... PROPOSED AIR RELEASE VALVE PROPOSED FIRE HYDRANT PROPOSED GATE VALVE PROPOSED WATER METER PROPOSED REDUCER PROPOSED MONUMENT EXISTING MONUMENT (ADJ. PLATS) PROPOSED STREET LI ,4T EXISTING STREETLIGHT DIV. 3 -PHASE 6 GL LAKELAND ALGONA PACIFIC COVER SHEET EWNGSON RD a AUBURN A PORTION OF THE SOUTH 1/2 OF THE N.W.1/4 OF SECTIONS 5, TOWNSHIP 20 NORTH, so GRAPHIC SCALE 00 RANGE 5 EAST, WM CITY OF AUBURN, PIERCE COUNTY, WASHINGTON DATUM a (� KW COLVM �,� 3RD AVE SE % ST ( IN FEET ) NA027 (CITY OF AUBURN) I inch = 50 ft. ■■■■ �� USGS (PIERCE COUNTY) ■■■■ (NGVD 29 VERTICAL)dy GENERAL CONSTRUCTION NOTES LAKE y1 = Im 1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE CITY OF y BENCHMARKS ` AUBURN'S REQUIREMENTS AND SPECIFICATIONS. �� BRASS MON. AT SE CORNER OF B.N.R.R. m w ^� 2. ALL WORK SHALL CONFORM TO THESE DRAWINGS AND THE RULES AND .r A il> ,, rr? BRIDGE SPANNING THE STUCK (WHITE) RIVER _ _____ KING COON WY SE REGULATIONS OF THE WA HINGTON STATE DEPARTMENT OF x� u • - "�` '- - (REFERRED TO UNDER PIERCE COUNTY DATUM AS PIERCE COUNTY TRANSPORTATION W5D0T APWA STANDARD SPECIFICA71ONS FOR ROAD, *, f . "` = B.M. 0-11 (USGS) STD. DISK STAMPED '100 1913' /$ ) LI 111 ,L" BRIDGE AND MUNICIPAL CNJSTy T14E C LATEST EDITION EXCEPT WHERE F ,yE1FVA710W = 100.42 (CITY OF AUBURN SU AND D'MENTED OR MODIFIED BY THE CITY OF AUBURN STANDARD DETAILS o@` ?' LI ELEVA71ON = 100.049 (PIERCE COUNTY AND DEVELOPMENT PROJECT SPECIFICATIONS. `� ' 3. THE CONTRACTOR IS REQUIRED TO HAVE A COPY OF CITY OF AUBURN STANDARD CONSTRUCTION NOTES, DETAILS AND SPECIFICATIONS AVAILABLE T.B.M. 87H ST E AT THE JOB SITE ALONG WITH A COPY OF THE APPROVED DEVELOPMENT PLANS. i ST CENTER OF SANITARY SEWER MANHOLE LID 5' 4. A PRE -CONSTRUCTION MEETING SHALL B REQUIRED PRIOR TO ANY ON -SITE , � WORK FOR ALL PUBLIC FACILITY EXTENSION PROJECTS. NORTH AND 6' WEST INTERSECTION OF ___ _ EVERGREEN WAY S.E. AND 58TH PL. SE.L - 5. LOCATIONS SHOWN FOR EXISTING UTILITIES ARE APPROXIMATE. ELEVATION = 572.50' (AUBURN) `\\,��1 - IDENTITCARON, LOCATION MARKING AND RESPONSIBILITY FOR - UNDERGROUND FACILITIES OR UTILITIES IS GOVERNED BY THE PROVISIONS OF CHAPTER 19.122 REVISED CODE OF WASHINGTON. PRIOR Tq STARTING SITE ADDRESS EXISTING GRADE CONSTRUCTION, THE CONTRACTOR SHALL CALL ONE 71ALLNE(R1-800-42$-5555) FOR ' UTILITY LOCATIONS (WATER SANITARY SEWER, STORM SE , GAS, POWER, 62ND LOOP SE CONTOUR NOTE: '�� �� 1 - ' TELEPHONE AND TEIEMSIf)�1). OWNER/DEVELOPER EXISTING GRADE CONTOURS SHOWN ON THESE PLANS \Y `� A __--^�V------- 6. THE CONTRACTOR IS CAUTIONED THAT OVERHEAD ELECTRICAL LINES ARE EVERGREEN TUCCI PARTNERS, L.L.C. REFLECT GRADING APPROVED BY CITY OF AUBURN GRADING `� ��'�,�,� �R iAPPS NOT SHOWN ON THE DRAWINGS. THE CONTRACTOR IS RESPONSIBLE FOR 1302 B. PUYALLUP ST PERMIT GRA 10034-98 PREPARED BY PACIFIC ENGINEERING,' --------LAKE TAPPS i I DETERMINING THE EXTENT OF ANY HAZARD CREATED BY OVERHEADPAY,; ELECTRICAL POWER IN ALL AREAS AND SHALL FOLLOW PROCEDURES DURING SUMNER, WA 98399 INC. THE EXISTING GRADES THROUGH THE ROADWAY I CONSTRUCTION AS REQUIRED BY LAW AND REGULATION. CONTACT., CHRIS HUSS CORRIDOR REFLECT A V DROP FROM THE PROPOSED ' I 7. TRAFFIC CONTROL AND STREET MAINTENANCE FOR SAFETY OF THE TELEPHONE: (253)891-7995 FINISHED GRADES DEPICTED BY THE PLANS PREPARED BY TRAVELING PUBLIC ON THIS PROJECT SHALL BE THE SOLE RESPONSIBILITY OF PACIFIC ENGINEERING, INC. TO RESEMBLE THE GRADING THE CONTRACTOR AND ALL METHODS AND EQUIPMENT USED WILL BE SUBJECT ENGINEER/SURVEYOR THAT HAS ALREADY BEEN COMPLETED. A CURRENT VICINITY MAP SURETY SHALL A LIABLE THEFCI MOF AUBIES URN. DASCONTRACTORS AND THEIR APEX ENGINEERING, P.LLC. TOPOGRAPHIC SURVEY HAS NOT BEEN PERFORMED. PROPERTY SUFFERED BECAUSE OF CONTRACTORS OPERATIONS OR NEGLIGENCE TACOMA2601 SOUTH 98435TH, SUITE 200 SCALE 1" = 1/4 MILE -7479 CONNECTED WITH THEM. CONTACT., WA 984E AKEFIE (FOR CONTINUATION, SEE SHEET 12) 9� CONTACT: JERRY WAKEFlELD, P.E. CONSTRUCTION SEQUENCE lJNPLATTED TELEPHONE: (253)473-4494 1. CALL ONE -CALL LOCATE FOR THE LOCATION OF SHEET INDEX N o EXISTING UTILJ77ES IN AREAS CRITICAL TO DESIGN (1-800-424-5554 SHEET 1 COVER SHEET - 2. HOLD PRECOINS7PIJCTIDN CONFERENCE: SHEET 2 SITE PLAN _ I CITY OF AUBURN -- 253-288-3145 (CHRIS ESTEP) SHEET 3 G.D.ES.C. PLAN _ __ `_ - yPy yq / q �sy CITY OF BONNEY LAKE -- 253-862-8602 SHEET 4 G.D.E.SC. PLAN - y_ ♦ 10- lye i 3 3. INSTALL TEMPORARY EROSION AND SEDIMENT CONTROL SHEET 5 COMPOSITE UTILITY PLAN (DIV. 3, PH. 6) --� MEASURES AS IDENTIFIED ON SHEET 3, BY THE SHEET 5A COMPOSITE UTILITY PLAN (PUMP STATION4zr- 1 I ♦♦ ,�� I TE.S.0 CONSTRUCTION SEQUENCE ON SHEET 4 SHEET 6 ROAD A STORM DRAINAGE PUN & PROFILE (1 I II �I I I i 1 / ♦��/(rq,� �\ I AND AS PER APPROVED GRADING PERMIT GRA 10034-98. 62ND LOOP S.E. -- STA 5+84.26 i0 STA 9+06.71 4. CALL CITY OF AUBURN FOR TESC 5. CONTRACTOR AND DEVELOPER WILLBEFOR OP SHEET 7 ROAD g STORM DRAINAGE PUN dt ♦ 62ND LOW SE. -- STA 9+06.71 TO STA STA 12+25 / I ADDITIONAL EROSION CONTROL MEASURES AS NECESSARY. SHEET 8 ROAD do STORM DRAINAGE PLAN & PROFILE I ♦� / 6. INSTALL SEWER SYSTEM. 62ND LOOP S.E. - 12+25 TO STA 14+71.I0 _ '. _.. ,. SHEET 9 ROAD S STORM DRAINAGE PLAN h PROFILE ' • / - 8 INSTALL ALL OTHER UTILITIES1 TO STA 9 1 O .. ♦♦♦ � 62ND Si. S.E. -- STA 5+80. +00 + 9. CLEAN CATCH BASINS BY REMOVING SEDIMENT AND DEBRIS. SHEET 10 ROAD &STORM DRAINAGE PLAN &PROFILE _ ♦ 10. 14YDROSEED ALL DAYUGHT SLOPES AND OTHER AREAS TO 62ND CT. S.E. -- STA 9+00 TO STA 11+82.41 NINE, / ♦ I REMAIN UNWORKED. SHEET 11 ROAD & STORM DRAINAGE PLAN & PROFILE 11• PAYE 51E• VICTORIA ST SE. -- STA 10+00 7 STA 11+62.37 O \ \ III I ` \ _ ; ? 12. VERIFY STABILIZATION OF SITE. SHEET 12 ROAD & STORM DRAINAGE NOTES AND DETAILS O (� ` .�" ♦ 13. CALL CITY OF AUBURN FOR SITE INSPECTION. SHEET 13 SANITARY SEWER & WATER PLAN & PROFILE 4je1 b ` ♦♦ I 62ND LOOP S.E. -- STA 5+84.26 TO STA 9+06.71 1 \ 1 I� '♦ ♦ I PARCEL NUMBER SHEET 14 SANITARY SEWER & WATER PLAN & PROFU 19. / I 62ND LOOP SE. &STA 9+LAN TO OF 12F9:i r ,� 1 / �\ a`_ \ \ I 52005-2-042 SHEET 15 SANITARY SEWER &WATER PUN O PR011F _ _ _ _ _ � _ - _ _ ., / ry �y � \ dO 62ND LOOP S.E. -- STA 12+25 i0 STA 1M71.N) ♦ Lam' f K 2 SHEET 16 SANITARY SEWER & WATER PLAN & PROLE / 62ND ST. S.E. -- STA 5+80.71 i0 STA 945E j GRADING QUANTITIES SHEET 17 SANITARY SEWER & WATER PLAN &-PR011E-�- ( \ SHEET 18 SANITARY SEWER &SWATER PLAN &TA 9+00 TO T PROFILE H CUT - 3716 C.Y. ILL VICTORIA ST. S.E. -- STA NOTES TO STA 11+82.37FILL - NET - 3716 C.Y. FILL SHEET 19 SANITARY SEWER &WATER NOTES AND DETAILS _ NET - 169 C.Y. FILL SHEET 20 STORM POND PUN NOTE: THE ABOVE OUAN77TIES ARE ESTIMATES ONLY. SHEET 21 STORM POND NOTES AND DETAILS 67 \ 1 �� \\ 1�\\\�\♦ i t \ / ETFRMITTING PROCESS. DONOT USE FOR BID PURPOSES. NOTE. ♦ \ CONTRACTOR IS REQUIRED TO HAVE THE CITY �(\ \\ ♦♦ WETLANDS 6ANDt7 OF AUBURN STANDARD NOTES AND STANDARD \-���--- (((/// "` \\ \\\ 1 i ♦♦ �� DETAILS CTAVAILABLE WHENEVER CONSTRUION INPROGRESSSS. SITE S❑ 66 i / ✓'\ i 1 1�\ �`' , �+\\� L;��❑QI�JFOR WATER ONLY a - ` I M WWI 1 ' � I _ `�T � �\ AME44.1- DATE _JAPIS i A" 43 6 1 34 I1, I1 1 621 145 1 146 1 I 47 ` (III 8 11 491 1 %w 1 1 )j jl III y_ 1 I I '•ra. I I I 1 I I I 1 54 11 1154 1 56 III ljljj 1 _ \ 1 1 ___ 41 THESE PLANS ARE HEREBY APPROVED FOR CONFORMANCE WITH THE CITY OF BONNEY LAKE PUBLIC WORKS STANDARDS AND SPECIFICATIONS. APPROVAL IS VALID FOR A PERIOD OF 12 MONTHS FROM THE DATE OF SIGNATURE CITY ENGINEER DATE TITLE/POSIIION: P _ 4-1 CONFIRMED BY CITY DATE PROJECT REF: FAC # 00-0022 10117/00'"l THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS. Approved By. V w Y o 3 � W W c� az I' Q az Qi WL LYL � Z.a G v aZ3 I-IM N ^ ornm N 1(1 C_._ loftone --'1P Nmn ara m • � c N ,OF r sc o=a m 4 0 o a e o � NEa U I M �a M N N IV t (0 LU 0)06� 0:1 M 2 QL . o� U � U m 3' cc LL V IIr 1 DATE SISAL M . D //- O J /D•(i_w PFKNECT MA1in✓ A J9WfY WAKff6n 1 4`P�F SIZE ALLE N DR:.WN AMI WIES p.E,CK® MATr w®aT 3! SEC 5 T 2"L R 5 F- <"x 1ST V - IWENO I:\LArRAND-S0\26N4 .-NAL LATE r_xP1RES. 11-07-00 SCALE r-w SHEET 1 OF21 UNPLATTED I Dote Approved: Al?17/00 I FILE NO�No so�� COPY ®23)16G3 TRACT "Air GRAPHIC SCALE 40 0 20 40 9D ( IN FEET ) L inch = 40 ft. DIV. 3 - PHASE 6 at LAKELAND SITE PLAN A PORTION OF THE SOUTH 1/2 OF THE N.W.114 OF SECTION A TOWNSFIP 20 NORTH, RANGE 5 EAST, WAIL CRY OF AUBURN, PENCE COUNTY, WAS' OTON UNPLATTEDD 53 ow11 11 11 1.1 11 11 11 Ct r 11 11 11 11 T11 11 11 //. � •• ®yTgys:'bi191B�MAd�E�9S�WyA3/�Il7�ID�T6i �IBiN14iDl4�Ni618C�faOC�f[3a117S41e'>I�'!iE , I♦Ni'FJ6®6"a��Y94YA1�9�/'7��I,t.`IP9�w�eP.� ���b$� k✓� <#i`v?�'Je? x k4c< v kr u:,ain fi �'*.,Gr $+• �1 ttrr s'g �' _.4�..'n"� #e �'�S4 $ a."" h .,._ ...,..w =a:.,- _ -- -------------------- - - - - � - - - - ---------_ C58 _ _ _ C57 42.92" 45.00' _ 45.00'_ _ 45.00'_ _ 45.00'_ _ 45.00'_ _ 45.00'_ L29 C56 c13 / ---- ks o N o o N o 0 0 / co p co g co p ro o co 8 p co o co p \ ro nl A cold cold cnld cold cold cnld cold :� o \ G' ♦ 1 \ 'Icn 15 �,w 16 17 0, 1s o,� 19 2®0,� 210,,2201� 23a 14rl? r - ®� \ N89'54'49"E N89'54'49"E 5�y5 \ \ S8135,.09"W 45.00' 44.93' 45.07' 45.00' 45.00' 45.00' _ 45.00' / \ / \ \ 81 g' N8954'49E 41.50' ,N 67.09' 81.52' L2 ?7g 728 S9 / / \�s\\\` tt \ - 42.68' N8954'490E N89'54'49"E27 q82� 44-�9 ¢6691S+ S5� \� VSAn in-, 4 39 69 ' 67 �♦ s cn \ \NS% \ 2 h'7O /O'er 37 / / 70 D ��� N �3 BHA 00. .� Z 27 �\ MNWM BULDM SETBACKS YARD MIN. SPECIAL NOTES: FRONT 15' (18' WE TO FACE OF GARAGES) REAR.. 15' SIDE 5' (10' MEN ABUTTING A SIDE STREET) �4 • N C39 \ rn Aq1 66 O 36 6,C\ \ f � \ m28\ ro N8622'59'W I /�I N8913'59"E af^ 4395-02 '11"E 93.88'- 3 o N76'2 8 11�11 35 a \\ c ., // o< n 1 \ N89_32'03"E 112.52" srr c°ii/ _ _ _ _ _ _ _ _N89'32'03"E 121.33' z N89'32'03"E 132.57' I L7i 47.00' S5.43' u a 59.45 45.00' 45.00' 45.00' 59.45' 1 v T � 4i z z Iw. II IZ Z z zo / 8 ei8'•$ >Inppt 49I I oigo.7o31 olnppio�2 0l$ 31 olrpS 3 IU 64 63 8 ol� IN'. f �I oIV ol� ol� olv �w I 39.92r 45.00 45.00 45.00' 35.54r- G� L21 . 47.00' 62 r _ 45.00' _ 45.00� _ _ 50_00' _ _ _ 50.00_ _ _ 50:00_ _ _ 50_00' _ CST. LUMINIARE C V A 9 O RMItj N f$7 'r/ �Ig conlV olVs oIN3 oln8�i IV T. CDI Ln O I Vi O I Vi O I Vi Cn O I Vi V O V c Ir+i �M �m I� Im Im 50, 00_ 45.00' MID. ka04 N---s9- N-- 51 cn°1g 0ZNI� 45 oFcVn- q,.1.v - V V m rtT 45.00' 1 45.00' 1 50.00' 1 50.00' 1 50.00'. 50.00' 50.00' 45.00 65.15' S89'32'03'W 227.86' UNPLATTED N8932'03'E Na CONSTRUCTION NOTES CONTRACTOR IS REQUIRED TO HAVE THE CITY OF AUBURN STANDARD NOTES AND STANDARD O1 STOP M (RI -I) - LOME TO PROW 2' DETAILS AND SPECIFICATIONS AVAILABLE ON JOB AFAR FROM BACK OF OLK TO ED4'E OF SICK S!IE NIENEVER CCNSTRUCDON.IS.IN_PROGRESS. •WE MD%*N NDOD DELIVERY AND COLLECIION BOX UNITS (SN.0.C.8.U.) SHALL BE AMERICAN LOCKER GROUP, INC, (PLASTIC) OR APPROVED EQUAL NOTE: INHERE TYPICAL LOCATION OF NEIGHBORHOOD DELIVERY AND COLLECTION BON( UNIT (ND.C.IiU.) FALLS NTHIN SIDEWALK, ADDITIONAL CONCRETE SHALL BE CONSTRUCTED AROUND N.D.CALU. PER CITY OF AUBURN STANDARD DETAIL STMB-2. SEE PLAN FOR LOCA71ONS. CONTRACTOR SHALL REFERENCE CITY OF AUBURN STANDARD DETAILS SIMB-2 AND S1MB-2A FOR EXACT LOCATION AND CONSTRUC7DN SrANDARDS OF N.D.C.B.U. WETLANDS 1 61.38' -49_58 \ \ v\\\ �i �p �Io 6a7�1a �� \\ wl I / C2 C24` Lon I DATA RADIUS I LENGTH I DELTA TALL 24OLW 131.3y 31 1 290. 37. 0721 6 IALL 100. 222.65 12734 IALL 100.00 IJI.fT 7076 AV LOT DATA LINE DIRECTION DISTANCE L1 S24-2 20.88 L2 S2917'48PE 5.34' L3 SO41106 17.53 L4 S31'0158 w 20.64 L5 S2416 49 21.34 L6 S7679'48E 18.99 L7 589'32'03 10.0B L8 S00275 25.00 L9 N89.5449 3.36 L11 N895449 3.82 L15 N247035 W 7.8 L16 N247035 W 13.01 L20 SDO2757 27.92 L21 S89'3203 30.00 L23 S895449 24.90' L24 N59'48'15 W 18.54 L25 N0027'57 W 12.93 L26 S002 57 27.82 L27 S30`02'11T 24 L28 S594815 1421 L29 S89'5449 9.5 bm ELECTRICAL / SIREERJGHT CONDUIT RUNS SERVICE CABINETS, JIINCTKIN BOXES AND LAWAIRE POLES SHALL BE INSTALLED PER CITY OF AUBURN STANDARD DETAILS TRSL-I, TRS.-2, 7RSL-3, TM-4, AND 7RS.-A 61 ' .E G 6® S85 34'06"E �3 A �lY y ' C'q 102, 62' �,i1 ��Iilnblll. w J1u� tiA" / W z r.i Y t3'.rx .xY w at �r sn� /��0/ � o N _ _50_00' _ _ _ 55_00 _ _ 40.71 C3 29 a O\ 0 166�$56� PISI n3� u 13 I D3\' �! N3 �? cw♦ cvii IcVn olvi I s ' 50.00' I 1 --&5.60` 45.00' 87.42' 63.26' w MALBOX PLAN AMLBOX ♦ TYPE • LOT MASERS RS TOTAL KIOSK it ONE TYPE 3 1, 2, 3, 4, % 6. 7, 14 15, 16, 17, 14 19. 20, 21. 22 16 KIOSK 12 ONE TYPE 2 6' a iQ 11. 12, 13, 23. 24 A 26. 27, 28 12 29. 54. A 56. 57, 58, 12 IDS( 13 ONE TYPE 2 59, 60, 51, 62, 63, 64 1 j4 ONE TYPE 2 A 31, 32, 45, 46, 47, 48, 49, 50, 51, 5$ 53 12 3A 33µ 12 KIOSI(#5 ONE TYPE 2 39 �a1 OF AUB N SIMASTER APPROVAL IL BY: DATE: C •! R7LE/POSIRDN: S Co1 CURVE RADIUS LENGTH DELTA Cl OVERALL 240.00 131.83 317819 C2 MOO 37.22' 072116 C3 OVERALL 100.00 222.65 12734 0 C4 OVERALL 'Do. 131.E 7576,30 C5 OVERALL 425.00 269.71 362139 C6 OVERALL 225 209.15 5315 35 C7 450. 84.55 10'4554 C9 250.00 38.5 085025 CIO 250.00 42.39' 09'4256 C11 250,00 42.39 09'4256 C12 250.00 39.39 09MI C13 250.00' 2042" D43519 C15 100.00 124.24 71105 C16 450.00 2M56 26'4834 C17 250.00 49.62 112221 C19 450.9 75.02' 09.33'OS C20 25W 70.04 160'3143 C21 50.00 13.98 WOO 09' C22 50.00' 50.63 58'01'17 C23 100.00 7.43 0415 33 C24 50.00 27. 3115 C25 50.00 26.83 30'44 24 C26 50.00' 2190 2723 31 C27 50. 23.90 2723 31 C28 50.00 23. 2723'31' C29 50.00 2.190 2723 31 60 - - 50.00 4.29 045518 C31 25.00 8.04 187610 C32 475. 33.23 04'0031 C33 25. 39.2 90'00 00 C34 2&00 11.55 262752 C35 50.00' 39.25 44 29 C36 50. 25 54' 291610 C37 50.00 25.54 291610 C38 50.00' 25.54' 291610. C39 50.00 25.54 2916ID C40 50. 25.54' 291610 C41 50.00 25.54 291610 C42 2&00 8.31 19ro21I C43 50.00 48.51 5535 23 C44 25.00 - 39.2 90'00 00 C45 25. 14.42 33'02 31 C46 425.00 23.81 0312'3C' C47 400.00 t 29.49 041378' C48 2500 39.2 90'00'00 C49 400.00 59.9 08'35 25 C50 400.00 52.96 07'35 O8 C51 400.00 56.40 08'04 42 C52 400.00 55.03 075257 C54 200.00 66.66 19'05 4 C55 200.00 68.81 19'42 46 C56 20000' 50.44 1T27'01' C57 240.00' 3.45 00'4923 C58 240.00 62.55' 1458 00 C59 240.00 - 65.83 15'42 56 C60 OVERALL 50.00 218.63 250'3144 C61 OVERALL 50.00 241.01 2761049 W I,i i e b � d b d n 1 N 1 O11i onrn Nr0 O, M .t. M Yc )C rn 3 �a n N e. J �F W. .� DATE SEALS EXPIRES, 11-07-PO 71 RECORD DRAW CERTFICAIICN THESE DRANNGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS BY: DAIS TITLE/POSITION: CONFIRMED BY CITY DATE: PROJECT REF: FAC f Tom /• /1 00 THESE PLANS ARE APPROVED FOR COWORMANCE NTH THE CITY OF AUBURNIS ENGINEERING DIVISION REQUIREMENTS Approved By. Date Approved: A off Ca•y EXPIRES, 1-91-.. FROJECI'MANAOM dery WAI4e o DEMM 9lTTAUA N DWAWN ,Iw1M C HBOM.11ATTN we 5 T EO N- R 51- FLENo k1lAQ*M-40\2M DATE 4-+0D acne 1Z41Y SFEET Z1 OF21 LAKEIAND S0. 02DI663 0 y -Y 2 I I. I CB f2lt it �.w 15 16 17 14 � I I DIVISION 3, PHASE 6 GRADING, DRAINAGE, EROSION AND SEDIMENT CONTROL 'G.D.E.S.C.' PLAN A PORTION OF THE SOUTH V2 OF TIE N.W.1/4 OF SECTION 5, TOWNSHIP 20 NORTH, RANGE 5 EAST, WJIA CRY OF AUBURN, PIERCE C=M WASI arON /�5 �26 \�7 \\2 7�' / ICIALq \ ice 28 I\ 42 �\ 1 � 11 2� 3 If 31 \ \ \I I I \ \ 1 � 3 e ; 32� irn ice m IP II \ 145 , 146 11 47 1 48 11 491 50 52, ki k NOTE: THIS GRADING AND. EROSION.. CONTROL.KAN REFLECTS CHANGES FROM THE APPROVED GRADING AND EROSION CONTROL PLAN- FOR THE SITE PREPARED BY PACIFIC ENGINEERING DESIGN , INC (CITY OF ASURN GRADING PERMIT GRA /0034-98). CONTRACTOR SHOULD VERIFY THAT EXOSIING EROSION CONTROL MEASURES ARE IN PLACE AND FUNCTIONAL PER PRIOR APPROVED DESIGN. TIE EXISTING GRADE FEATURES UDLIZED IN THIS DESIGN REFLECT GRADING PROPOSED BY THE APPROVED GRADING AND EROSION CONTROL FLAN FOR THE SITE A CURRENT TOPOGRAPHIC SURVEY HAS NOT BEEN PERFORMED ON THE SITE THE CONTOUR INFORMATION IS FOR REFERENCE ONLY AND SHOULD NOT BE USED FOR VOLUMETRIC CALCULATIONS GRAPHIC SCALE 40 0 20 40 BO ( IN FEET ) 1 inch - 40 ft. CONSTRUCTION ENTRANCE PER DETAIL SHT. 34 FLIER FABRIC FENCE PER DETAIL SIT. 34 PROPOSED FINISH GRADE CONTOUR EXISTING GRADE CONTOUR RIP RAP (6'- 8- QUARRY SPALLS) CATCH BASIN NO PROTECTION NOTE TEMPORARY CULVERTS SHALL BE ADS-NIZ CONCRETE, OR OTHER MATERIAL APPROVED BY ENGINEER. RECORD DRAWING CERTIFICATION PROJECT REF: FAC 0 00-0022 /1/11/0o sy THESE DRAWINGS CONFORM Tn THE CONTRACTORS CONSTRUCTION RECORDS THESE RAMS ARE APPROVED FOR CONFORMANCE WITH BY• THE CITY OF AUBURN S ENGINEERING DIVISION IEOUIREMENTS. DATE nuposTm. Mproved BY So& CONFIRMED BY CITY DATE: Date Approved: 0 1.1 13 3 8 aid " 1 " 1 - J t0 a a CL >Ei. .9 F: u,. DATE SEAM M NAGM �POF WASH d EIETTALLEN cmVYN ,at 1M® GIST E�"�6ti2� 'rfoNAL qHNOW.IMTTIll SO 8 T 101 R-6E_.. FLEND k�lAl�lAlo-50�960t'-OW DA-rE MOOD SCALE Z S SIEET A Or-Z E%PIRE9 11-07- ME NO LAKELAND SO. k. Cow/ 02 b/" 3 CONSTRUCTION ENTRANCE DEV-5 SILT CONTROL FENCE DEV-6 CATCH BASIN PROTECTION FOR GRADING PROJECTS DEV-7 CATCH BASIN PROTECTION DEV-8 CHECK DAMS AND SWALES DEV-9 CONSTRUCTION SEQUENCE FOR GRADING AND T.E.S.C. 1. ESTABLISH CLEARING AND GRADING LIMITS 2. CONSTRUCT TEMPORARY CONSTRUCTION ENTRANCE. 3. CONSTRUCT DITCHES, FILTER FABRIC FENCES, AND OTHER EROSION CONTROL DEVICES AS NECESSARY. 4. BEGIN CLEARING AND GRADING. 5. INSTALL ADDITIONAL EROSION CONTROL MEASURES AS NECESSARY. FOR EXAMPLE, MULCHING, ADDITIONAL SILT CONTROL FENCE, AND ADDITIONAL TEMPORARY INTERCEPTOR SWALES MAY BE REQUIRED DURING GRADING OPERATIONS TO REDUCE -EROSION AND DIRECT DRAINAGE AND SEDIMENT TO THE PERIMITER DITCHES. 6. COMPLY WITH THE CITY OF AUBURN STANDARD G.D.E.S.C. CONSTRUCTION NOTES IN THE INSTALLATION AND CONTINUOUS OPERATION AND MAINTENANCE OF THESE FACILITIES. 7. FINAL GRADE SITE 8. REGRADE POND TO CURRENT SPECIFICATIONS, REMOVING THE EXISTING SEDIMENT POND CONTROL STRUCTURE AND ASSOCIATED APPURTENANCES. INSTALL DETENTION CONTROL STRUCTURE AND OUTLET. 9. APPLY ADDITIONAL EROSION CONTROL MEASURES AS NEEDED UNTIL SITE IS STABILIZED. DIVISION 3, PHASE 6 GRADING, DRAINAGE, EROSION AND SEDIMENT CONTROL RG.D.E.S.C' PLAN A PORTION OF THE SOUTH 1/2 OF THE N.W. 1/4 OF SECTION 5, TOWNSHIP 20 NORTH, RANGE 5 EAST, W.M. CITY OF AUBURN, PIERCE COUNTY, WASHINGTON EROSION CONTROL SEEDING NOTES 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 REDTOP (AGROSTIS ALBA) 10X 91 90 ANNUAL RYE 40% 98 90 (LOLIUM MULTIFLORUM) CHEMNGS FESQUE 40X 97 80 (FESTUCA RUBRA COMMUTATA) (JAMESTOWN, BANNER, SHADOW OR KOKET) WHITE DUTCH CLOVER 10% 96 90 (TRIFOLIUM REPENS) 2. TIME OF PLANTING - DURING THE TIME PERIOD BETWEEN APRIL 1 THROUGH JUNE 30 AND SEPTEMBER i THROUGH OCTOBER 31. (NOTE: IF PLANTING BETWEEN JULY I AND AUGUST 31, IRRIGATION MAY BE REQUIRED. IF PLANTING BETWEEN NOVEMBER 1 AND MARCH 31, MULCHING WILL BE REQUIRED IMMEDIATELY AFTER PLANTING.) 3. FOR OTHER SEED MIXTURES, USE LOCAL SUPPLIER RECOMMENDATIONS WITH APPROVAL FROM AUBURN. 4. SITE PREPARATION - BEFORE SEEDING, INSTALL NEEDED SURFACE RUNOFF CONTROL MEASURES SUCH AS GRADIENT TERRACES, INTERCEPTOR DIKE/SWALES, LEVEL SPREADERS AND SEDIMENT 8ASINS. 5. SEEDBED PREPARATION - THE SEEDBED SHOULD BE FIRM, BUT NOT COMPACT, WITH A FAIRLY FINE SURFACE FOLLOWING SURFACE ROUGHENING. SURFACE ROUGHENING SHOULD BE DONE AT RIGHT ANGLES TO THE SLOPE AND PREFERABLY 'CAT WALKED" UP SLOPE. 6. FERTILIZATION - AS PER SUPPLIER'S RECOMMENDATIONS. DEVELOPMENTS ADJACENT TO WATER BODIES AND WETLANDS MUST USE NON -PHOSPHORUS. FERTILIZER. 7. 'HYDROSEEDING" APPUCATIONS WITH APPROVED SEED -MULCH - FERTILIZER MIXTURES MAY ALSO BE USED. 8. MAINTENANCE - SEEDING SHOULD BE SUPPLIED WITH ADEQUATE MOISTURE. SUPPLY WATER AS NEEDED, ESPECIALLY IN ABNORMALLY HOT OR DRY WEATHER, OR ON ADVERSE SITES WATER APPLICATION RATES SHOULD BE CONTROLLED TO PREVENT RUNOFF INADEQUATE AMOUNTS OF WATER MAY BE MORE HARMFUL THAN NO WATER. 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 MINIMUM REQUIREMENTS TO MEET ANTICIPATED SITE CONDITIONS ADDITIONAL DRAINAGE AND EROSION CONTROL FACIU71ES MAY BE REQUIRED AS SITUATIONS WARRANT DURING CONSTRUCTION. THE IMPLEMENTATION, MAINTENANCE. REPLACEMENT AND ADDITIONS TO THESE CONTROL SYSTEMS SHALL BE THE RESPONSIBILITY OF THE PERMITTEE. 3. THE DETENTION (RETENTION IF INFILTRATION SYSTEM IS USED) CONTROL POND SHALL REMAIN IN PLACE UNTIL THE PERMANENT STORM SYSTEM IS IN PLACE AND OPERATIONAL. 4. THE TEMPORARY EROSION CONTROL FACILITIES, INCLUDING ALL PERIMETER CONTROLS, SHALL REMAIN IN PLACE UNTIL FINAL SITE CONSTRUCTION IS COMPLETED AND APPROVAL HAS BEEN RECEIVED FROM THE CITY. 5. ALL AREAS OF ACTIVE EARTHWORK WHICH HAVE THE POTENTIAL FOR EROSION AND SEDIMENTATIONIMPACTS ON ADJACENT PROPERTY AND DRAINAGE WAYS MUST BE STABILIZED ACCORDING TO THE FOLLOWING SCHEDULE: FROM APRIL 1 TO SEPTEMBER 30, AREAS AT FINAL GRADE AND THOSE WHICH ARE SCHEDULED TO REMAIN UNWORKED FOR MORE THAN 30 DAYS, SHALL BE STABILIZED WITHIN 10 DAYS. FROM OCTOBER 1 TO MARCH 31, EARTHWORK ACTIVITIES SHALL BE CONDUCTED IN STAGES IN ORDER TO MINIMIZE SOIL EXPOSURE. EXPOSED SOILS WITH AN AREA GREATER THAN 5,000 SQUARE FEET ARE SCHEDULED TO REMAIN UNWORKED FOR MORE THAN 24 HOURS AND EXPOSED AREAS OF LESS THAN 5,000 SQUARE FEET THAT WILL REMAIN UNWORKED FOR MORE THAN 7 DAYS SHALL BE STABILIZED IMMEDIATELY. 6. THE PROJECT ENGINEER OR PROJECT SURVEYOR WILL BE RESPONSIBLE FOR FIELD LOCATING THE CLEARING LIMITS AND ESTABLISHING THOSE BOUNDARIES WITH BRIGH- COLORED FLAGGING. THE CONTRACTOR SHALL CLEAR TO THE LIMITS As ESTABLISHED ON THIS PLAN AND AS FLAGGED IN THE FIELD. 7. ALL NECESSARY FACILITIES SHALL BE MAINTAINED ON SITE TO PREVENT DEBRIS, DUST, AND MUD FROM ACCUMULATING ON THE PUBUC RIGHT-OF-WAY. RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS DATE: TITLE/POSITION: CONFIRMED BY CITY DATE: 1. ON -SITE EROSION CONTROL MEASURES SHALL BE THE RESPONSIBILITY OF THE DEVELOPER. ANY PROBLEMS OCCURRING BEFORE FINAL ACCEPTANCE OF THE STORM SYSTEM BY THE MUNICIPALITY SHALL BE CORRECTED BY THE APPLICANT AND/OR THE CONTRACTOR. 2. IN CASE EROSION OR SEDIMENTATION OCCURS TO ADJACENT PROPERTY, ALL CONSTRUCTION WORK WITHIN THE DEVELOPMENT THAT WILL AGGRAVATE THE SITUATION MUST CEASE AND THE APPUCANT/CONTRACTOR SHALL IMMEDIATELY COMMENCE RESTORATION OR MITIGATION MEASURES. RESTORATION ACTIVITY SHALL CONTINUE UNTIL SUCH TIME AS THE PROBLEM IS RECTIFIED. 3. ALL EROSION AND SEDIMENTATION CONTROL DEVICES SHOWN ON THIS DRAWING SHALL BE INSTALLED PRIOR TO OR AT THE FIRST STAGE OF SITE PREPARATION. 4. SHOULD THE TEMPORARY EROSION AND SEDIMENTATION CONTROL MEASURES, AS SHOWN ON THIS DRAWING, NOT PROVE ADEQUATE TO CONTROL EROSION AND SEDIMENTATION, THE APPLICANT/CONTRACTOR SHALL INSTALL ADDITIONAL FACILITIES AS NECESSARY TO PROTECT ADJACENT PROPERTIES, SENSITIVE AREAS, NATURAL WATER COURSES, AND/OR STORM DRAINAGE SYSTEMS. 5. CONTRACTOR RESPONSIBLE FOR DEWATERING OF POND AND REMOVAL OF POND SEDIMENTS TO A LISCENCED WASTE DISPOSAL SITE. PROJECT THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS. Approved By. 1 alllw -,:; ..-Tice Date Approved: /o/17/00 J EXPIRES, 11-07-co r 18 3` 4i 11�CEa W gas ^ 0 0 W W Q� Q� 2 2 Y 2 Y m ms �g Q QZZZ O llQ�?Z 00 �O m m d R U a U M N ^ Qi x�o�� N�TN 1� O C q e7 NdOa c a0 C _ N M w� C OLa 004 o3a eom Novi uM \ M 0) c lLg T O zgLIU lei U J W Q m W W J F U DATE SEALED /O-L -20 EXPIRES 1-31- 6 Z, PROJEG'T MANAGER / .,@ill' WAKEF19-D beMM ITT AL.LM DRAWN ..AM WB8 CI£CKED MATT Bpi SEC 5 T 10M R5E FILE NO I: V AKEIAND-SO\26194 DATE --44-W SCA'.E _NTa SHEET 4 ORD 1•l.e NO _ LAKELAND SO. 9 1 TRACT "An UMINAIREE (TYP.) 14 lJl a 71 72 70 75 1 74 1 73 NPL A La �.. �LI �. .-�I � j V� �`I V it U —I I I I SSM 1 #19.11-32 I I I Hi #15fl-33 J .1 AM DIV. 3 - PHASE 6 at LAKELA . ' , e � ; COMPOSITE. UTILITY PLAN 9® /f 12 T 11 13 IH #1"1 4 YARD ORAM 10 PRIVATE STORM // COLLECTOR SY// I DRAINAGEEASEMENT CS #23 \\7 r 7 - --- -- ---- - - - - - - I.. SSMH 15V-09 B CB 23 �2 \ I \ 39 SSMH #* 3a 69 68 400 i I �� 67 i / SSMH #1� --337 — (� ` ` I TE SSMH 1F15 ji-48 27 js u � �J �J Lam/ --------------------- --- -1-4-- SSMH 45 1 46 1 47 1 CB #20- 57 w 0 0 0 0 0 3 PHASE 1 m 64 1 63 41 36 - 20 CB #11 - 44 Ij •I /� I J-BOX (7YP.) T43 II 1 �3� I �� 1 �� I � 17 CS #21 ii I 1 CB I#221 c8 #1st cB I#17 1CB #13 I I I XIST 0 1511-14� m���® �1■ •1 - r • - r r r • LUMINAIRE AND CONDUIT LAYOUT TRSL-1 LUMINAIRE POLE TRSL-2 ILLUMINATION SYSTEM SERVICE DETAIL TRSL-3 UNIFORM LUMINAIRE WIRING DETAIL TRSL-4 LUMINAIRE ELECTRICAL TRENCH DETAIL TRSL-5 ALSO SEE C.O.A. DESIGN AND CONSTRUCTION STANDARDS, SECTION - 3.10, ILLUMINATION (PAGES 80-82) A PORTKWW TLZ qr ENE-r4-OF SECTION 5, TOWNSHIP 20 N. RANG 5 EA �OF AUBURN, PIERCE COUNTY, WASHINGTON 111111 J IN GRArHIC SCALE \40 0. 20 40 80 ( IN FEED 1� inch = 4ft. - J� LEGEND 3� Vi W 0 0 �� as z3 G i3 4 ii dU Z'i M N ^ wwo ona 0-- onm i;•:: PROPOSED SIDEWALK C o -�M ��— PROPOSED ASPHALTIC PAVEMENT VETLAD�\ � you PROPOSED CENTERLINE C o S m _--------_ PROPOSED EASEMENT _G-5� � FLOWllNE O1 ° 4 1 ICB #12 1 I �3 1 \ 10' PRIVATE T d DOAINAGE EASEMENT I I I �cB #9 ` -qg SSMH #1 47 SSM #1511-44 11 II I I I I HENT #1 5� I 55 I S��II48 1 49 505 1 5 II 57 1I CB #6 I I C8 CB 15' WATER EAEM 20'SANITARY SEWER EASEMENT I , L \ \ ATTEDD I I I I I I I I I I I I I I � 1 SSMH #1511-42 1 1 SEE SHEET 5A FOR CONTINUATION -------- ----------- / — — — — — — — — — — L.� 1\ M YARD DRAIN CTOR SYSTEM r 61 N 60 550 LUMINAIRE (TYP.) 59 548 B 50 RECORD DRA4WNG CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACTORS CONSTRUCTION RECORDS RY• DATE: TITLE/POSITION: — CONFIRMED BY CITY DATE: PROPOSED 3 PROPOSED ROOF DRAIN - o a m ° 4 N 6• PVC 0 1% MIN. 0 a M PROPOSED ROOF DRAIN - ~ r PVC 0 1% MIN. N EXISTING STORM DRAIN . TYPE II CATCH BASIN EXISTING CATCH BASIN EXISTINGSANITARYSEWER MANHOLE PROPOSED CATCH BASIN PROPOSED STORM DRAIN U TYPE II CATCH BASIN - PROPOSED SANITARY SEWER MANHOLE J PROPOSED ROOF DRAIN CLEAN OUT C PROPOSED TEE Z W PROPOSED HORIZONTAL BEND Lu Z PROPOSED AIR RELEASE VALVE co PROPOSED FIRE HYDRANT Q PROPOSED GATE VALVE W� YQ a PROPOSED WATER METER I J U ca 3 PROPOSED REDUCER (r) q{ Q PROPOSED MONUMENT ' Z EXISTING MONUMENT (ADJ. PLATS) Q LW PROPOSED STREET LIGHT EXISTING STREET LIGHT 0 PROPOSED JUNCTION BOX I.IJ � Z w F U DATE SEAL® /O -Y/-oo (0-ll-pD EXPIRES, 1-31- EXPIRES, 11-07-0() PROJECT MAANAOER JERW WAKE =ELD Desm BiErr ALLEN PROJECT REF: FAC M 00-0022 THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS. e Approved By. Date Approved: rw DRAWN AM W6B C fpK® MUTT WEBER SEC 5 T 20N RSE FLE NO f:\LAKnAND-S0\26I94 DATE 4" 4-00 SCALE i 4a SHEET 5 OF21 PtE NO 26194 LAKELAND S0. o;Z DIGG3 M T a DIV. 3 - PHASE 6 at LAKELAND COMPOSITE UTILITY PLAN A PORTION OF THE 90. V2 OF TFE NE 114 OF SECTION A TOWNSHIP 20 K RANGE 5 EAST, WAt CITY OF AEMW PIERCE COUNTY WA84NIOTON SEE SHEET 5 FOR CONTM ATION 1 I it 1 SSW #1511-42 UU OL I 1 0UU I 1 1 1 i it 1� UNDEVELOPED 1 i #1511-45 1 L________________ 11 P—'P —P P--r-P ______- _. -_ SSW #1511-43 y� ,,yy ,,�� I PUMP STATION - *�"-`�`f 1 + ACCESS. EASEMENT 1 I I 1 � I L I UU 1 O L_Q.1L� � pip i a I w 1 I � I Z I 1 I ... I 1 I 1 I 1 SSMH #15fi1-46 NET TELL PUMP STATION / (DRY VEIL) - GRAPHIC SCALE /0 0 10 /0 so ( IN F%ET ) I inch = 40 ft. RECORD DRANRIG CERTSTCATION THESE DRAW40S CONFM TO THE CONTRACTOR'S CONSTRUCTION RECORDS BY: DATE: RTLE/PMTWN. CONFIMED-BY CITY DATE: MUMS, II-07- p �: THESE PLANS ARE APPROVED FOR CONFORMANCE 07H THE CITY OF AUBURN S ENG♦IIEERING DIVISION REQUIREMENTS Approved By. 1JR... =. M= sd4 Date Approved: noun NONNI 11� Fgna �r0 OPMM "=gn w a eta t; o3a H < 17 N DATE SEA M /Q EXPIKS I-SI-- M—IT RDALRIM MEMO I:uAKaAW-$0\ $4 DATE +-+ 00 SCALE T - 4w SHEET 4%OFM FILE NO LAKELAND SO. 77 Copy 02-b1663 DIV. 3 - PHASE 6 at LAKELAND PUBLIC ROAD AND STORM - 62ND LOOP S.E. (LOCAL RESIDENTIAL) A PORTION OF THE SOUTH V2 OF THE N.W.114 OF SECTION 5, TOWNSW 20 NORTH, RANGE 5 EAST. WAt CITY OF AUBURN, PENCE COUNTY, WA31- WTON mm YD/I9 R�a R=725 R1J=570.5 3M576.5 - E598 -567.8 n E=565 6 576 6=45 LF S' PVC 4 SElll= 578.7J YDJ35 = b76 �geLF 8' PVC 45 LF 8' PVC 574.5 45 LF 8' PbC 45 lF 8' PVC _ 45 LF 8' tp%C�56&2 RY.5m II LE=5758 q IE-571.& II PVC E=56A5 IE-576sJ 1t STMCOL s 1 F.F.- `�.5_ _ -I F.F.- 5LK62 � I F.F.- 579.7 r F.F.- 578.2 ��� F.F.- 578.7 \ � FF= 574.7 F.F.= 573.0 \\ � F.F.- 571.2 \ DIVISION3, PHASE 1 I TRA CT nA I I I Q ------------- 1----------------- -- 1--------;� --------;-------- ---------- -- -- •' 1 U L. ESMT , {. s SAWCUT LINE 0 '1 , STA: 5+38,.ELEY= ,,,.. ,,�, ��-" i s i " W 2 44 576 5.5' L ANDSCAP97G- �� - \ i- 1 ESMT. _ __ 162 LF B' f PVC -- ----- t \ 77 LF 8' I PVC -- T - \ - - - - - - - - - - 1 --- \- I -------- - --------- I ------ - -STA: 8+47.61, 33.00 R I I STA: 7+12.46, 33.00 R I I 11 I l INV= 570.0 , STA. 6+2218, 33.00 R STA: 7+57.18, 33.00 R EXIST. SDCO IINV- 576.00 ISTA: 6+67.35, 33.00 R , INV= 574.5 , INV = 577.0 II STA: 7+67.76, 33.00R I I I I STA: 8+82.80, 33.00 R 1 INV.= 573.50 \ ` I I I INV - 577.5 INV= 568.0 STA: 9+02.32, 3100 R WV.=W.0 / 14 15 1 16 1 17 1 isII 19 11 20 11 21 2 II F.F.- 571.5 AST SDCO F.F.- 580.0 1. FF.- 580.5 I F.F.- =2 I Ff.- 579.8 I F.F.= 578.5 1 F.F.- 577.0 11 F.F.= 575.0 I F.F.= 57,15 � I L , Sx 1 'M PONT ELEV - 581161 1 MOH POINT STA - 5+64.70 PN STA - 6+06.57 6R PM ELEV - 561.34 AD. - -5.21 K - 30.00 156.3r VC oe f r, m - SAWCUT EGA. = SB0.51 �D RIN . _TAW 9- 74.77 TYPE 1 STA 5+J8 Q ELEV = 26 LF 12'0 SD LE S IN = 571.10 STA = - 1Z16' RT .49 • 1.00>< LE IY OUT . 570 77 R51 - 569.37 ---- ------------ ---------- - LF 1Yf SD LE S) LY IN 565.70 PIP �(5 5fti? 2_ 570.51 _ - LE ( fY OUT = 57UI = 5� IN - _ ' LE tY IF 56511 - - - LE 1Y ou = 56111 I I DO LING GRADE AT _ ---- I I �/SVWT a 1 m A 1 a � d 6+00 /+W o w GRAPHIC SCALE 20 0 10 20 40 ( IN FM 1 Lnon - 20 IL NAME cy2tj_-DATE S ��p��.T ��E7XPIKS- 11-077--00 1 NIlILONTAL CONIRM IR/� REFER TO SHEET 2 (SITE PLAN) FOR ROAD CENTERLINE, BEARING AND DISTANCE INFORMATION. LOT DRAwAGE n� ALL BUILDINGS WILL BE TIGHTLINE CONNECTED TO THE STORM SYSTEM, AS SHOWN HERON. CATCH BAM NOTE:k 1. ALL CATCH BASINS ARE TO BE INSTALLED WITH W.S.D.O.T. STANDARD PLAN 92A FRAME AND GRATE UNLESS OTHERWISE NOTED. 2. UNLESS OTHERWISE SHOWN, OFFSETS ARE TO CENTER OF CATCH BASIN OR MANHOLE STORM DRAINAGE CONVEYANCE PIPE LWTHIN PUBLIC RIGHT-OF-WAY CALLED OUT AS SO SHALL BE ONE OF THE FOLLOWING MATERIALS PIPE PVC, SDR-21 >18' PVC,.SDR-35 >3' PLAIN CONCRETE PIPE (12.0) >3' ASTM C-14 REINFORCED CONCRETE PIPE (>12'0) >18, ASTM C-76 DUCTILE IRON PIPE CLASS 50 OR 52 >6' TITLE/P0S TION: P r14t ft.F v- CONFRO BY CITY DATE: 311"Ill - a a h I N 1 •- x NO LF �. «no �1 X Nei a N �i J 8 uj ca ..tu W W. U DATEIEA IC /O•//-oU E MIM 1-31 O Z_ FWD,ECF MANAGM JOWWAKEPELD PROJECT REF: FAC 00-002 "•11710 DmVm JM IM1110 gHBCKED ILATT WE681 THESE PLANS ARE APPROVED FOR CONFORMANCE MIN LO 5 T ADS ,R IES T16: CITY OF AUIWS DOMING DIVISION Fps NO t4AILOArq-SOV2eLw REOUNEMENYS. . DATE 4#O0 L M Approved By. 0-4.�•+r- S ..� SFEE7 .¢. OFM Dote Approved: � FLE NO _2=4 ": 'A 77 LAKELAND S0. o���GG3 M E-56Q1 S \ 253 52 LF ir PVC E-58a8 / NSTM C.O. 73 LF 12' PVC \ / E=561.0 66 LF 8' PVC / 57 IFrP%C \ ----.------- _ s 1 DID/. 3 - PHASE 6 at LAKELAND R)k,1C ROAD AND STORM — 62ND LOOP S.E. (LOCAL RESIDENTIAL) rOR' m OF THE SOUTH 1/2 OF THE N.W.1/4 OF SECTION A Towwr 20 NORTH, \ RAWEE 5 EAST, W.M. CRY OF AU MW PEKE COUNTY, WASPOMM \ }D/1 \ \ Wb7635.5f /Sim \ 57 LF 1N PVC �15' -9`1 "'1 � R 12 13 F.F.= 589.7 /F'F.- 56&0 \ F.F.- 56�5 F.F.- 585.5 I INN. F.F.- 40' COIYERCIAL I Y PER CITY OF DETAIL AUBURN ARD i C0 ST +57.66, 33.00 R IN� 559.5 i 1 STA: 11+98.56, 33.DO R I / INV.= &%0 26 A F.F. 51115 F.F.5"0 1\\ — I ----- --�— 375.00' VC L POINT ELEV - .93 LOMPOWT STA - 12+ 71 $ -V STA - 11+37. m -Pw = yy� RIM - 566.54 m LE12' IN - 562 I.E. (E) It OUT - STA - RIM- � LE LE.f N T 26 LF 1 0 1.0 9 SO DV - PTO A.D. - 5.29 K - 70.93 W37.18 - 13.16' 1 64.23 8' IN - 560.73 12' OUT - 560. 570 - - - ----- -- PROPOSED GR AT([ R61 - I.E. LE ( LE SE TYPE 1 13.16' LT &%41 23 12' BR - 559.97 2' IN - 559.97 12' OUT - 559.9 TA-- 11+20:74 - - 56 Ir I N/ E. 12 R WADE AT � - _______ =--_ - . 74 77 r - --- --- f STA: 7170 sr 1'=5'WT. : 2+2s „ g i lye 11+00 ,z+W t GRAPHIC SCALE 20 0 10 20 40 ( IN FEET ) I inch - 20 tfw W 1i 3 gg� a d � T h K n a13 9- 0 0a � Nn0 YC�CM M O N L. Lag X LL 0 < 3 o a N COII nnQ v� NAME DATE 6'6 U J PZIHEV y... W SASH d� all F °ccl NAL S706N F � E%PIRESI1-07-� 1 HORIZONTAL CONTROL NOTE: C") e 1 REFER TO SHEET 2 (SITE PLAN) FOR ROAD CENTERLINE BEARING AND DISTANCE INFORMATION. Q aY LOT DRAINAGE NOTE: ALL BUILDINGS WILL BE TIGHTUNE CONNECTED TO THE STORM SYSTEM, AS SHOWN HERON. w CATCH SAM NOTES 1. ALL CATCH BASINS ARE TO BE INSTALLED WITH (, LLLLII W.S.D.O.T. STANDARD PLAN 02A FRAME AND GRATE UNLESS OTHERWISE NOTED. 2. UNLESS OTHERWISE SHOWN, OFFSETS ARE TO CENTER OF CATCH BASIN OR MANHOLE. L STORM DRAINAGE CONVEYANCE PIPE WITHIN PUBLIC RIGHT-OF-WAY CALLED OUT AS SD SHALL BE ONE OF THE FOLLOWING MATERIALS: PIPEE QUM PVC, SDR-21 >18' PVC, SDR-35 >3' PLAIN CONCRETE PIPE (12-0) >3' ASTM C-14 REINFORCED CONCRETE PIPE (>12.0) >18' ASTM C-76 DUCTILE IRON PIPE CLASS 50 OR 52 A. BY: -w- DATE: � 'a3 nTLE/POSITION: CONFIRMED BY CITY DATE: DATE S 10-1T' OJ EWMES 1-31- 07j, PR038CT MANACM JOW WA18F D DgMM NErrALIM PROJECT REF: FAC! OD-0022 /0/17/00:y DFKVM AIII88 C1E01® MSTT a THESE PLANS ARE APPROVED FOR CONFORMANCE NTH OW 5 T 201 R SIB.. THE CITY OF AUBIIRMS ENGII91RING DIVISION 17t NO 6\IA103AND-$DX 194 REQUIREMENTS. DATE &*!OD Approved .T.ZI GOALIE r-Z By. 1 / �s�� — — SFEET Z OF�Ii Date Approved: �--� Pat T40 26M .. Pc So6A 2) or Copy LAKELAND S0. d,2�/G6 3 s \ 1 63 I DIVISION 311 PHASE I (EASTPOINTE) EXJSL 43 44 EF = 581.7 F.F.= 17 NIX STA 7+45.40 2ND STREET SE.) _ STA 10+40 lNC7MA F SE.) XI$T SDCO _ DIV. 3 -- PHASE 6 at LAKELAND PUBLIC ROAD AND STORM - 62ND STREET S.E. (LOCAL RESIDENTIAL) A PORTION OF THE SOUTH 1/2 OF THE N.W.1/4 OF SECTION 5, TOWNSHIP 20 NORTH, RANGE 5 EAST, W.M. CITY OF AUBURN. PIERCE COUNTY, WASHINGTON SEE SHEET It FOR CONTINUATION -- _ y - h / � w .tn TEE= 573.0 F.F.a= 55776.5 I F.F.= 574.7 f O I II I I I II I 1. i i I Q Z STA: 7+94.7-1, 331�L 4572�'.9.. STA: 8+419 3, 600572.9INV=17Lsvv.c I 1'� - -�--r- -'�`---- 6+ 4. - - �� EXISTTCB \I\ EXIST. SDCO \ I 25 LF PVC 1�� \ - - - - ------ - -- -- - - - - - - - - - - -- ------ ---- \I EXIST. SDCO ---- - I STA: 8+66.11, 33.00 R EXIST. SOCO I I I I I I STA; 7+94.7F, UOO R I I INV.= 571.0 STA 3+11.27, 33.00 R ( STA: 7+32.06 OFFSET: 33.OT MV.- 572.4 MVV 7 J INV.= 575.0 INV._8590.060, 33.00 R 62 5, 46 47 I 48 1 49 I I 50 EF= 573.5 F.F.= 584.2 * F.F.= 583.5 I + F.F.= 581.7 I.R F.F.- 571.7 I F.F.- 577.7 F.F.= 575.5 ai vI\\ �S 100.00' VC I . PN STA =6+00 PYI ELEV = 584.50 A.D. _ -1.96 + K=51.03 - m ! 590 - Cdlig, TYPE 1 SIA = 7+94.40 - 1 16 LT N L (N)56¢ = 57Z 1 26 LF 12'4 SD - 18 TYPE 1 1T � � W - 5 LE S 84 W = 572.80 S = 7+94.40 - - 576.11 A:. 6+21 . Et1P' LE 1 W - 57230 LE S 6' IN = 572.1 - _ 97234- --- 2' IN = 571•�6- -- - _ - -_ --- 12'IN-571. 12' OUT 571..68 - PROPOSED GR� AT k MADEAT - - - - 4 0 FL1i1g 62nd ST .E. CE N EEO E STA: 5+80.71 TO STA: �� SCALE: 1 - 20' MORIZ S7f%TAgY t' 5' %W.. i Z' N a Cj' U m 'A8 Oi OI ,p N O IQ-Qy� V1au FQ-NFQ- VI SON � N'(Nmppp p emy e.OpgJ eM M� NN Nei 5+00 6+00 7+00 u7j �u- �An QUj to GRAPHIC SCALE 20 0 10 20 40 ( IN FEET ) 1 inch = 20 ft_ 1V0@ V ff NAME�Q DATE u INTX 62ND STREET S E. and VICTORIA ST. SE. SCALE I" = 10" RC T MA EXPIRES- 11-07_pN w w 3` Q A Q� 0� a o o J ID ' W W os os � :5 fL ku m m 11, 9+- Copy Copy o2 D/663 W - �lillll 1. I I II 1 I \ 1 1 I\ 1� 30 , 7 E jp i F.F.571.0 I i FF= 560.5 YJ _f I I INTX. ST • I Oi55.86 szND. CT. S.E. = I STA: 14+7T10,(6QND LOOP SE.) ELEV = OI1 STA: 9 11.9 33.00 L INV= 9.0 I I STA: +75. 4, 34.00 L STA: 9+57.66, 33.00 L I I I I INV.= 5".0 I i 157A: 9+75.71,133.0AR V,= 566.0 I I COMLB:Rqu. DRI Y PER qn STA: 9+32. 33.00 R AUBURN DER CI G4 INV.= 568:0 ' SiDW 1C .F: 5715 1 F.F..J571.5 I � 569•5 I I I I I 1 I I I � I STM CO. I T�SB&6 W63. V.= 561 I IE=565.90 y11 n. �114l7 ® ixa�! 1 1 C 5Sim C I �= 580.6 1 I 1 � I 1 1 I 39 LF 12' r OVABLE BOLLARDS PER CITY - I OF STANDARD DETAIL I 8T90-1. I I I 54 F.F.= 567.0 STY Qo MY - 583\ I I Yon, long 1 'rtrtI RAI-587.8 �M•567.5 I J E=5.3.3 IE=562.8 I I 69 LF 12' Pr 4 I j II 64 II 63 I I( F.F.= 566.3 1 I I F.F.- WILD I I l I I �; &i F.F.= 566.0 SIM am I!V - 562.5 DIV. 3 - PHASE 6 at LAKELAND IC ROAD AND STORM - 62ND STREET S.E. (LOCAL RESIDENTIAL) A PORTION OF THE SOUTH 1/2 OF TIE N.W.1/4 OF SECTION A TOWNSHIP 20 NORTH, RANGE 5 EAST, WM CITY OF AUBURN, PERCE COUNTY, WANTON 12 a-mP \ \ ' 5ft 62 �5 00 F.F.- 56&8 / \ FF.- 5670 � \ / WV -563-V \ \ �6pQ \/\ q t / STA: 16, 23. 563.00 79 L / r �, v. �/ rt,,•a,�. - �` ->y ;�_ / / INV= 563.00 � 12+70 /5� F.F.= 586.8 II( / TA: 12+27.42, 2 7 IIII r INV= %2.40 83 LF 8' PVC STA: I +1.825.21 RT INV.= 1.80 I I I 5�8p �r i \ \ F.F.�566.5 VON ISTMNV cQ sTM as ��,p WV = 58230 - I SIN C.Q INV - 563.60 .5U30 56 11 i A7 61V = 5617 I I j 43 LF IT• PVC F.F.= 58Q0 I 1 I fIF.F.= 586.3 �8 �5 E-5600 I I I 6B LF 8 PVC E=58 LF 8' PVC _ , AM •: I uo I I ] �l�il `I I it 11r I ✓ Y. :. 11 ..1 .1 111i '1 LE it IN 564.67 1 � :, �r •-1.•I.`]i r- e, �, tom`"���;''�rC 1. r _ p :l 10+00 11+00 GRAPHIC SCALE 20 0 10 20 +0 ( IN FEET ) 1 inch = 20 rt 8' PVC NUMBER OF STUBS VARIES MAIN" OF 4 8' AT 90 DEGREES DETAIL AA NZ 2' MHIE DRAM AND ADS-N12 DRAW BASIN MAY BE SUBSTITUTED BY EQUAL YARD DRAW SYSTEM. PVC OPEN GRATE IMODEL 27112AG112N DRNN 111111111►1I111u==�uu�luullu�l �.w ti I• r r a .1 r, r ♦ r r ♦ `I a w - W - 3� g i any 000 OPR °n0 �ar> .g a now C RN r� owe 3 uM �a M v NAME DATE V Pt C H E WLL}j..I PC F VASH A 111 .L lil ~ < a Q 2 HAL U °OQ qq E%PIRE4 II-07- 00 d HORIZONTAL CONTROL NOTE REFER TO SHEET 2(SITE PLAN) FOR ROAD ? i1 CENTERLINE BEARING AND DISTANCE INFORMATION. Q Y.1 LOT DRAMC E NOTE ALL BUILDINGS WILL BE NGHTUNE CONNECTED TO THE STORM SYSTEM, AS SHOWN HERON. CATCH E A31N NOTES 1. ALL CATCH BASINS ARE TO BE INSTALLED WITH W.S.O.0.7. STANDARD PLAN B2A FRAME AND GRATE . UNLESS OTHERWISE NOTED. 2. UNLESS OTHERWISE SHORN, OFFSETS ARE TO CENTER OF CATCH BASIN OR MANHOLE. STORM DRAINAGE CONVEYANCE PIPE WITHIN PUBLIC RIGHT-OF-WAY' CALLED OUT AS SD SHALL BE ONE OF THE FOLLOWING MATERIALS: PIPE TYPE �1E6 PVC, SDR-21 >18' PVC, SOR-35 >3' PLAIN CONCRETE PIPE (12.0) >3' ASTM C-14 REINFORCED CONCRETE PIPE (>12'0) >18' ASTM C-76 DUCTILE IRON PIPE CLASS 50 OR 52 >6' rlo DRAVIING CERTIFICATION THESE DRAWINGS CONFORM r1 r r1NST ,PUC7ION RECORDS 1 •Y9 1 � CONFIRMED CITY DATE PROJECT REF: FAC IIIDD OD22 %s�o• ..THESE PLANS ARE APPROVED FOR CONFORMANCE WIN THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS Approved By. 17 _S • G[o Date Approved: T _I�e7 DA7E MAI E%PIRES, 1-91 0 PROIJWr MNNAGM J9RRY WAKEPs D DegIai4 BLEIT ALIBI DRAVEN JI NBB q*901M.AMTT 11®1 NEC 5 T. BDN.. q.B.F FILE NO t VAMAI0-$0\-W9{ DATE ++00 SCALE *'w SHEET 14 OFM FILE 11D 26M_ LAKELAND SO. 000 OID/663 46 I F.F.= 583SI I I IS.- 551.71 1 1 I I I 48 I F.F.= 579.7.1-4— I I I I I I I 49 F.F.- 577. — — GA II FF.- 575:4 I �Pf E?: 57C 56( DIV. 3 - PHASE 6 at LAKELAND PUBLIC ROAD AND STORM - VICTORIA ST. S:E. 9LOCAL RESIDEN7IAL) A PORTION OF THE SOUTH 1/2 OF THE N.W.1/4 OF SECTION A TOWNSHIP 20 NORTH, Ile PVCINV. 577.9 1 '11 R i I I 1I ' SEE SET 9 FOR COM7IATiON LOW POINT ELEV - 577.59 LOW PANT STA - 70+4&18 PN STA - 10+60 PN ELEV - 57&74 A.D. - &14 K - 11.00 STA: 12+04.24, 39.24 R / ST4'St.72, 54.14 / /7 STA. 11+24.86, 45.72 R I� INV.= 577.E INV.- 577.00 \ 35 F.F.= 580. F.F.- 580:8 11 AT L WA ' I g m m TYPE 1 W STA = 1 4&1 - aAiB ItAET 13.54 Ri _ _ - is615722712'fSDI.E.N550lY It=572 loosIE.12DUT=s73.17 6r,ccn�,�Ar -""' 1Y OUT = 5 30 RW = 577.17 t0+00 u+w 5" 37 \ FF = 58I.3 I.j 3 a g � GRAPHIC SCALE zo o to zo +o L inch --20 ) rc Q�� E NJOd4 NAME —.—DATE HORRONTAL CONiFiOL NOTE REFER i0 SHEET 2 (SITE PLAN) FOR ROAD CENTERLINE BEARING AND DISTANCE INFORMATION.. LOT DRAINAGE NOTE - ALL BUILDINGS WILL BE nGH71JNE CONNECTED 70 THE STORM SYSTEM, AS SHOWN HERON. CATCH BA31N NOTES 1. ALL CATCH BASINS ARE TO BE INSTALLED W17H WSD.O.i. STANDARD PLAN B2A FRAME AND GRATE UNLESS OTHERWISE NOTED. 2. UNLESS OTFiER1NSE SHOWN, OFFSETS ARE 70 CENTER OF CATCH BASIN OR MANHOLE. RECORD ST4M DRAINAGE CONVEYANCE PEE WI1H6J PUBLIC RIGHT-OF-WAY CALLED OUT AS SD SHALL BE ONE OF THE FOLLOWING MATERIALS PIPE TYPE Qm PVC, SOR-21 >18' PVC, SDR-35 >3' PLAIN CONCRETE PIPE (1YI) >3' ASTM C-14 REINFORCED CONCRETE PIPE (>12'0) >18' AS1M C-76 DUCTILE IRON PIPE CLASS 50 OR 52 A. DRawNG cERTmcanaN THESE DRAWS CONFORM TO THE CONTRA lOR'S 01LSTRUC7ION RECORDS B. DATE: / G •C.3 nn.E/POSInON: rjj�t c./l /'IP4.,,s�_ coNF1R►B:D BY arr DATE - PROJECT REF: THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURNS ENGINEERING gNSKNI I, REQUIREMENTS, Approved By. f Date Approved: �;/oo IQ 0,0 ost LF Et . x DA7E BEALrm EXPIRES 1-31- QZ. 1'RCIA9CT wirM►ae+ .smwA►o•e.o DBBIf:4 9ETTAL181 . ORAwN .1d W® CHMOKED MATT YIl� 61eCa T20MR51- A.E NO t4N43A0a30YTO04 Lal►W 4*0. BCAI.E *-W SHEET -1 OFZI wF 140 _ LAKELIND SO. GENERAL CONSTRUCTION NOTES (CONTINUED FROM PAGE 1) 8, DURING CONSTRUCTION, THE CONTRACTOR SHALL BE REQUIRED TO CONTROL ON -SITE STORMWATER 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"j OUT FROM THE EDGE OF EXCAVATION. ALL JOINTS BETWEEN THtL N W AND ORIGINAL PAVEMENT SHALL BE PAINTED WITH ASPHALT EMULSION (CSS-1). 11. TIME LIMIT RESTRICTIONS WITHIN EXISTING RIGHTS -OF -WAY WLL 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 CITYS STANDARD DETAIL NO. TRSP-1. 13. POWER, CABLE AND TELEPHONE LINES SHALL BE IN A TRENCH WITH A MINIMUM HORIZONTAL SEPARA,jIION FROM OTHER UTILITIES (SEWER, WATER, STORM) OF THE FIVE FEET (5`). 14. ALL CONSTRUCTION SURVEYING FOR EXTENSION OF PUBLIC FACILITIES SHALL BE DONE UNDER THE DIRECTION OF A WASHINGTON LICENSED LAND SURVEYOR OR A WASHINGTON LICENSED PROFESSIONAL CIVIL ENGINEER. 15. THE CONTRACTOR WILL BE REQUIRED TO WATER THE SITE, AS NECESSARY, Pi61: REDUCE EMISSIONS AS A RESULT OF CONSTRUCTION ACTIVITY. THE TRACTOR SHALL ALSO SWEEP ALL AFFECTED PUBLIC ROADS, AS NECESARY,ON AREMOVYE. MUD DEPOSITED AS A RESULT OF PROJECT CONSTRU16. CERTIFIED DRAWINGS ARE REQUIRED PRIOR TO PROJECT ACCEPTANCE. REFER TO THE CITYS RECORD CONSTRUCTION DRAWINGS" REQUIREMENT. 17. FOR MANHOLE AND CATCH BASIN RIM ADJUSTMENT, MAXIMUM ADJUSTMENT WITH BRICK OF RIMS AND CASTINGS SHALL BE 14 INCHES (14`) WITHOUT ADDING NEW SECTIONS. 18. ALL MANHOLES CATCH BASINS AND VALVES IN PUBLIC RIGHTS -OF -WAY OR EASEMENTS SHALL k ADJUSTED ASTER ASPHALT PAVING, AND CONFORM TO THE CITYS STANDARD ADJUSTMENT DETAIL NO. STFG-1. ALL UTILITY CASTINGS OUTSIDE OF PAVED AREAS SHALL BE INSTALLED WITH A CONCRETE COLLAR AROUND THEM, 19. PVC MANHOLE ADAPTERS OR APPROVED EQUAL SHALL BE USED TO MAKE ALL CONNECTIONS OF SOR 21 OR 35 PVC PIPE TO MANHOLES OR CATCH BASINS. 20. THE MAXIMUM LAYING LENGTHS SHALL NOT EXCEED 12'6" FOR SDR 21 OR 35 21. MINUS BEDDING CORUNSHEDR OCK SIX CONCRETE INCH S ANP 6 ) MI IM M CTILE IRON U DER,PTO SIX INSHALL CHE�(g6-)N)CH MINIMUM OVER THE PIKE, AS PER 71�E CITY OF AUBURN STANDARD DETAIL NO. GEPT-2. 22. REFER TO AUBURN STANDARD TRENCH EXCAVATION AND BACKFILL DETAIL NOS. GEPT-1 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 IMPROVED RIGHT-OF-WAY SHALL BE 5/8 INCH MINUS CRUSHED ROCK WHEN CONNECTION IS PERPENDICULAR TO THE CITY STREET, AS PER CITY OF AUBURN STANDARD DETAIL GEPT-I. 25. CONSTRUCTION OF PROPOSED IMPROVEMENTS SHALL BE IN ACCORDANCE WITH APPROVED PLANS. ANY CHANGES FROM THE APPROVED PLAN WILL REQUIRE APPROVAL FROM THE OWNER, ENGINEER AND THE CITY OF AUBURN. STORM SEWER oONSTR JCTM NOTES 1. THE CONTRACTOR SHALL OBTAIN ANY NECESSARY STORM LINE CONNECTION PERMITS FROM THE CITY OF AUBURN, PRIOR TO CONSTRUCTION. �. ALL STORM DRAINS MTHIN THE DEVELOPMENT SHA,Jl HAVE STENCILED DUMP NO WASX- - DRAINS TO EITHER "STREAMS, WETLANDS" OR "GROUNDWATER AS APPLICABLE. DIVISION 3, PHASE 6 at LAKELAND ROAD AND STORM NOTES AND DETAILS A PORTION OF THE SOUTH 1/2 OF THE N.W. 1/4 OF SECTION 5, TOWNSHIP 20 NORTH, RANGE 5 EAST, WM CRY OF AUBURN, PIERCE COUNTY, WASHINGTON 1. CATCH BASINS NOTED WITH SOLID LID SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF AUBURN DEPARTMENT QF PUBLIC WORKS STANDARD DETAAL SSFC-1 AND MARKED 'DRAIN . 2. SIDEWALKS SHALL BE CONSTRUCTED IN ACCORDANCE TMTH THE CITY OF AUBURN DEPARTM NT OF PUBLIC WORKS STANDARD SIDEWALK DETAIL STSW-1 AND OR STSW-1 AS APPLICABLE. 3. CURB RAMPS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY RAMP DETTAILDSTSW-4EOR (S SHOWN ONR PLAN ANDARD WHEELCHAIR 4. CURB CUTS FOR RESIDENTIAL DRIVEWAYS SHALL BE PROVIDED AND CONSTRUCTED IN ACCORDANCE WITH THE CITY OF AUBURN DEPARTMENT OF PUBLIC WORKS STANDARD DRIVEWAY DETAIL STDW-1A FOR DRIVEWAYS ONSIDE WITH LANDSCAPE STRIP AND STDW-18 FOR DRIVEWAYS ON SIDE WITHOUT LANDSCAPE TRIP. (EXACT LOCATION TO BE DETERMINED AT TIME OF CONSTRUCTION). 5. RESIDENTIAL DRIVEWAY WIDTHS AND LOCATION SHALL BE IN ACCORDANCE WITH THE CITY OF AUBURN STANDARD DRIVEWAY WIDTH AND LOCATION DETAIL STDW-3. 6. STREET SURVEY MONUMENTS SHALL BE LOCATED AS NOTED ON PLAN AND CONSTRUCTED IN ACCORDANCE WITH THE CITY OF AUBURN DEPARTMENT OF PUBLIC WORKS POURED IN PLACE MONUMENT TYPE A MODIFIED STANDARD DETAIL STMT-1. 7. ALL PIPES SHALL BE CONSTRUCTED IN TRENCHES MEETING CITY OF AUBURN DEPARTMENT OF PUBLIC WORKS TYPICAL PIPE TRENCH STANDARD DETAIL GEPT-2. 8. TELECOMMUNICATION UTILITIES SHALL BE PLACED IN THE 10' UTILITY EASEMENT BEHIND ROW AS NOTED ON PLAN AND CONSTRUCTED IN ACCORDANCE WITH THE CITY OF AUBURN DEPARTMENT OF PUBLIC WORKS TELECOMMUNICATION CORRIDOR TRENCH STANDARD DETAIL GEPT-3. 9, THROUGH -CURB INLET FRAME AND GRATES SHALL BE CONSTRUCTED IN ACCORDANCE WITH KING COUNTY STANDARD DWG. NOS 44 AND 45 OR EQUAL AS APPROVED BY ENGINEER PRIOR TO CONSTRUCTION. 10. ROCK WALLS (IF ANYT SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF ALBUfRcN DEPARTMENT OF PUBLIC WORKS STANDARD ROCK WALL DETAIL GERW-1. WFTI ANo SFFD MIX FOR WET TO DRY SEASONAL FLUCTUATIONS MATERIAL % BY WEIGHT % PURITY % GERMINA DON creeping bent grass Aarostis stolonifera 20% 90% 90% birds foot trefoil Lotus comiculatuE 15% 90% 90% red fescue 20% 90% 90% Festuca rubro meadow fox tall dl9G urr oral n`i` 15% 90% 90% rough stalk bluegrass 20% 80% 80% Poo frivialis perennial r)egross Lolium perenne f0% gOR 90R I00%mix by welyht PERCENTAGES CAN BE CHANGED OR SPECIES ELIMINATED IF DESIRED. GRASS SEED PLANTING MIX LOCAL RESIDENTIAL N.T.S. LANDSCAPING STRIP 3% 3% LANDSCAPING 1' I 4" GR7-3* BASE OR SUITABLE NATIVE MATERIAL 5/8" MINUS 3" - CL "B" ACP 14' 14' NOTES: 1) FOR SIDEWALK, REFERENCE AUBURN STD. PLAN STSW-1 AND STSW-2 2) FOR CONCRETE CURB & GUTTER, REFERENCE AUBURN STD. PLAN STCG-1, AND WSDOT/APWA STANDARD PLAN F-1. TYPICAL ROADWAY CROSS-SECTION REFERENCE AUBURN STD. PLAN NO. STSX - 7. N.T.S. 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 CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS BY: DATE TITLE/POSITION: CONFIRMED BY CITY DATE: PROJECT REF: GAS CATV CABLE TEL. CABLE TCL POWER CABLE ANT UTILI TRENCH TM 7 THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS. Approved By. Seto Date Approved: !' i7/010 I I 2' TYP. I TWT13 AI. 8' OR 8" ROOF DRAW LOCATION EXPIRES- 11-07- 2 3 E yj 1y 3 egg I , 3 3 2Y �5 2Y �5 az az �a tia o3v o n `ono 0 C - 0 M m40a C r: m , M pv aLa N 0 ova �Ea of o n �a M U J J cc Uj W Q 6a =Z ccQ� �gQ UM Or^ Cd M vJ Z W � t V cc W F- W Z W J U DATE SEAL® /o -Yf - � f EXPIRES, 1-31- O' PROJECT MANAGER JEW WA1a38D DE81CY'1 BiETT ALLEN DRAWN JM W98 CIfCC® MATT W1®Hi SEC 5 T 20 M R 5 E_ PLE NO I: \LAKELAND-SO\26194 DATE 4-4700 SCALE AS SHOWM SHEET 12 OF!! FLE NO 29W LAKELAND SO. Copy oab l"3 1 DIVISION, PHA 1 F.F.- 5eD5 TRACT "A" i S1Ug 4.0 14 Ff..- 580ff EXIST TER METER r ' I'A a::3 DIV. 3 — PHASE 6 at LAKELAND PUBLIC SANMARY SEWER AND WATER - 62ND LOOP S.E. A PORTION OF THE SOUTH V2 OF THE N.W. V4 OF SECTION 5, TOWNSFP 20 NORTH, RANGE 5 EAST, W.AA" CRY OF AUBURN, PIERCE COUWRY, WASFNG`rON i II Il � d d I\�a F.F.= 580.2 F.F.= 579.7 F.F.= 5781 F.F.= 576.7 F.F.- 574.7 F.F.= 573.0 F.F.= 571.2 \ 55 LF 6, PVC 1 41 LF INV.=576.00 1 INV=' ST.. SS SUB .. INV.- 575.0 1 1 EXIST SSAH 1511-09 - STA5+50.005.5' RT 15 1 1 FF_. 5805. 1 a I I I Q STA 0+75 STA 0+61 S7A 1+48 I 41 LF 6" PVC II I LF 6' PVC I STA O+oe II STA 0+78 STA 0+33 1 41 LF 6" PVC INV-573.00 WV.=571.50 I IN 41 LF 6' PVC 41 U 6' PVC II 41 LF 6' PVC I WV=574.00 I II WV.=589.00 II INV=567.00 (1 WV•=562.61 1 II J -------- -- Q -------- -- 1 .� a• W y. e. STA 0+00 -I-- STA 7 24 I STA 0+61 33 LF 6 PVC 30 LF 6 VC I 30 lF 6' P1 WV.=576.00 MV.-573.5 WV.=572.50 >e n I 1s FF.- 580.2. I F.F.= 57U I� FF.- 57U HKiI PANT ELEV = 58061 i #i 7+00 . 11 30 LF 6" PVC INV.=571.00 I F.F.= 577.0 I� I! tSTA 70+-Mj� STA 1+26 I+04. II30If8'PVC0LF 6' PVC WV.=570.00 INV.=568.00 30 LF 6' PVC WV.=566.00 20 1�TI 21 11 22 F.F.• 5750 V F.F.= 5715 F.F.= 571.5 1 62nd LOOP 3 E CENiERUNE PROFLE STA a 5+38 TO STA+ 9+06 71 SCALE: 1' _ 20' HORIZ 1' - 5' VERT. L%q?)C3B UadU NAME lNi —+ATE It- 41 s GRAPHIC SCALE 20 0 10 20 40 ( IN FERT ) 1 inch = 20 ft LI Wd-d- mcgno Mwv «Cx U � M N STA: 5+54.38, 5.29 L REMOVE ETOSIM 8' CAP AND PRDVBE TEMPORARY BACKfLOW PREVENTION QASSEMBLY PER CONNECTION DETAIL SHEET 19. CONNECT TO OWING GATE VALVE (MO -ADD AIR VAC/RELEASE VALVE ASSEMBLY Q 258 LF 8' DIP STA 8+11.01% SOD L 0'� 1 - Y x 6' TEE (MJ x FL) 1 - 6' GATE VALVE (FL x MJ) 1 - B' FIRE HYDRANT ASSEMBLY Raw BLOC" O4 ITO LF 8' DIP UT ITY CRO80 0 TAKE CROWN INVERT CLEARANCE 569.59 WATER 570.95 (STORM) 1.36, 135 567.42 SS STUB 568.92 (WATER) 1.50' 564.89 SS S711B 566.39 WATER 1.50, 56249 SS STIR) 563.99 (WATER) 564.21 WATER 56521 (STORM) FOR WATER ONLY THESE PLANS ARE HEREBY APPROVED FOR CONFORMANCE WITH THE CITY OF BONNEY LAKE PUBLIC WORKS STANDARDS AND SPECIFICATIONS. APPROVAL IS VAUD FOR A PERIOD OF 12 MONTHS FROM THE DATE OF SIGNATURE .id rw OfT3, CITY ENGNEER DATE I ExPMS- 11-07-M Mlllmixi w a• r,; er DA7E Z r EXPIRES" 1-M-- 6Z. TTRE/POSTKW: 9'y'1•';- PWO.K3fST00MAINI'i low INK94ELD COMFOIIkD BY CITY DATE: C)EM M7 BIETFALLEM DFMWN J•1 M FLENO kUAQLANI DA7E 4-4"m IiC.�ALE r - W OFM FILE NO LAKELAND SO. 6*y o,2D/bf3 0 DIV. 3 - PHASE 6 at LAKELAND PUBLIC SANITARY SEWER AND WATER - 62ND LOOP S.E. A PORTION OF THE SOUTH 1/2 OF THE N.W. V4 OF SECTION 5, TOWNSW 20 NORTH, RANGE 5 EAST, WJA CITY OF AUBLfK PERCE COUNTY, WASHM)TON F.F.= 571.5 \\ tt' 1 I • al • ry, �i ,,, ...1 •.l: al r., 1 Nw, ail imumummlmm. m=mmmm NJ mm = own NO: SIM"= i yF7. I u u 11+00 12+00 GRAPHIC SCALE 20 0 10 20 40 (nvFEET) I Loch = 20 It. 11l11111►'�I�� IUORTH 11111111�1�1►'� LMODWEV - NAME �_uATE1k 1—"~ 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 0 0,f 13, ZOW CITY ENGINEER DATE UTL" CR08SM TAMLLE . CROWN INVERT CLEARANCE i 561.74 SS STUB 563.24 WATER 1.50' 2 559.90 55 SIL41 561.40 WATER 1,50' 3 557.98 SS SRO) 559.48 (WATER) 1.50" 4 556.67 SS SIZE 558..7 WATER 1.50' 5 555.93 Ss SW3 557.77 (WATER) 1.84' 12� 100 IF r OF STk 2t.�,,S471 1 1 - 8�22 '/` B1?D (IIJ) > BLOCMNG Q Ito IFrw STA. 10+29.38, 4.31 L Q 1 - B- 22 1/2' BEND (NJ) INRw BLOOM 0 87 iF B• W STA: 11+1501, 4.45 L 121 1 - e 11 1/4' BEND (FL) -1 - e GAT WMLYE (FL x MJ) INRusT BLOOM 181 81 LF r - a1P STA• 114408, 4.40 L Imm BLOOM 181 124 IF r OF I 4 w 3� g r a- a� it $na Lr N1�0 _� r $O1n �a n N EM'", 11-07-10 DATEISMALM (O.•//-02 HOWQWAL COMMA- NOTE' REFER TO SHEET 2 (SITE PLAN) FOR ROAD --CENTERUNE BEARWG-MID DISTANCE INFORMAnON. /21 1 �.: y "1 21 1" I1 1', 0 • 1 ",a a Approved By. i3J - - - S jh Date Approved. /o i 6 E7�liE9 1-�1-. PRD.CCT 1AANAt p®B1� BFETTALLEN DRAWN Jlllm uw� 8M f T 22 N,•. R BE" FM ND kNAXQAN0-$*XWI94 DATE 41AN SCALE *' 90' SHEET] OFZI FILE NO 28M LAKEIAND SO. Al SobA 15 or DIV. 3 - PHASE 6 at LAKELAND PUBLIC SANITARY SEWER AND WATER - 62ND LOOP S.E. A PORTION OF THE SOUTH 1/2 OF THE N.W.114 OF SECTION 4 TOWNSHIP 20 NORTH, RANGE 5 EAST, WA L CRY OF AUBURN, PERCE COUNTY, WAS NGTON SEE SEEr 17 FOR CONTMATION CA I 1 II II TRACT I STA 0+77 1f7AC�T'P8�� I EF.•566.0INV 44 580:PVC /��' • p I 1 II Jai 566.0 - - - - �:A / — — — — — — — — — e e . _ a — ._ #Z11-40 I 15' ACCESS Rm 54 SEE DETAL I 1 ♦ I / - :►....-►4 s � 1 II \ - Gslr4r i 1 '^/ I TYP. — — — — — fl��' i I SEE SHEET 19 FOR • �' / / I I / STA 0+66 F.F.= 589.5 B , TRENCH OETAIL A / 25 LF 6 PVC 27LF 6' PVC 61V INV=S%.00 I I/ =564.00.. i \ TA 0+39 I I • I� I _ I I A� \ 25 IF 6' PVC 53 B I I I INV=&%00 ,. I I -I - --Cb A. B �� -'�- F.E.=569.5 \I LL \\ 27 \ 29 I II/ 31 II II28 I' •• IIIII-5-2 FF.= 5610 \F.F.= 5610 F.F.- 560 F.F.= 571— --5�-----� F.F.= 571.5 SEE MEET 17 FOR CONTMATION PM STA 13+75 =1.71 3no VC A.D. LOW POINT - 561.93 K = LOW POINT ST i - 12+33.71 PW STA 11+37.50 100. . VC PN ELEV 580.10 - . - K= 0.93 HRT STA _ lz 8 IN- I 56L $ I.E. = 40.66 551. IL 8' --56H1e• y51. 2 .34 LADDER (SE) RIM =a54 F g LE «HT N 52.7.4 _ - - - - - - - - - LADDER (W4 --- ---- - ATE -- ----- - 1 /V_p----- Cm 18 16 4lF 0 _ a x 8'/ PVC mm 0 T + 6 B PVC •55267 STA 1+J6 6' /PVC MFV C) li = P 1. INV 0 MAIN INV 0 WIN = 551.97 0 �N �N N NN 2IR 'p' 2 '`p''� � 17i I ' ig i a 13+00 14+00 15+01D GRAPHIC SCALE 2D 0 f0 20 40 IN FEET 1 inch = 20 ft. 570 M 0109UOd4 NAME_! DATE t„ti FOR WATER ONLY 550 C 12 124 LF 8' DIP QSTA 12+43.69, 0.16' L 13 BM OFF ASSEMBLY Q14STA: 13+18.83, 4.47 L I - 6.11 1/4• BEND (MJ) THRUST BLOOM 1s 106 LF 8' DIP STA 14+2194, 4.66 L 1-6'XB'TEE (MJxFL) 16 1 6' GALE VALVE (FL x MO 1 - 6' IN HYDRANT ASSEMBLY THRUST BLOOM 17 43 LF 6' DIP STA 14+6&14 &09 L (62ND LOOP SE) = STA 10+6a95, &01 L (62ND STREET S.E. 18 I - 6• TE (FL) 2 - 8' GATE WOES (FL x MJ) I - r ADAPTER THRUST BLOCKING g V 8 � h �a �a rL •'f N oma. r 30n 6W X N�< ii n n W _w.. Off GISTERF'� 4 J ONAL EXPIRES 11-07-/10 L V0O -/H-00 HOWKWAL PLAN) LREFQ-R�F WA H1, f CENTERLINE BEARING AND DISTANCE INFORMATION. ti RECORD DRAWING CERTFICATION THESE DRAWINGS CONFORM TO THE BY: UNAL jg4F- DATE: /L-OZ-O ¢-O 3- Exvm�is�1--311 C)7, nTLF/PosTroN: P��MFFK JEcr MA A M JI3W WAlw.o CONFIRMED BY CITY DATE: DEEM BlIETTALLB1 DRAWN .M V 98 CHECKED MATT WAEBEH SEC 5 _T 20+L R5E_' F R2 NO I: \ AKf1AN0-S0\x6194 L ♦TE 4-4 8c,• 1.E f - 20' SHEET 15 OF21 >9LE NO 26s>_ LAKELAND SD. .00 776� =3 Copy OAD/663 urlw CROWN INVERT CLEARANCE 1 MOD WATER) 557.07 (STORM) 1.OY 2 55&90 WATER 557.92 STORM LOT t� S 58( 570 097= 1 4344 1 I F.F. _- 58Z7 II F.F. SB1.7 � I I 63 \, I DIVISION 391 II PHASE 1 I II STA 0+41 STPONTE) I ------ II 41 IF— 6 (EA 91Vs 57500 EVST WATER METER o- --Emi m s - ----. off- — . ' a: Al I �. . \I 4s• BADS W/ l\ THRUST �OCKIN( ---- --- --- T SS SRO sssns. I -- --- .AST WATER METER I I ES7. SS S7U8 i I II 61 62 I II I 45 I I 46 F.F.- 564.2 } F.F.- 5815 I 10G00• VC PW STA - 6+OD PVIM-94.50 8 .^, A.D. - -1.96 WW K - 51.03 ..LF 6- PVC I IN .=57500 I1 I I 1 F.F.- 561.7 STA 2+12 1 30 LF 6' PVC MV.-572.00 I F.F.- .7 --------- ----- - I I I 30 LF I I 51 50 I IS.- 57,15 F.F. SW I L 11 • 1 R I• f 1 4 i o —icy �...w.o[..-ate•>�.. .\ i��. ��� 41 r 1 LIP. nQ ti 3� 5l00. PF 5CY-0, 1-1 0c Z3 16' MAX 4' MMI.- MANNOIE TO BE D TO M..-5m TSIMA; ELEV-59 AND COWR r 1 •1 al . I SLOPE = 112-/FT. (TYP.) GRAPHIC SCALE ( IN FB137' ) I inch - 20 fL KEY AAA V �I� .61_ 1 STA 7+86.48, SOD L /� 1 - 8- x 6' TEE (MJ x FL) V 1 - 6' GATE VALVE (Fl. x MJ) 1 - 6- FIRE HYDRANT ASSEMBLY Now BLOCIQTG 24 36 IF 8' 0 DIP STA 7+50.40, 5.00 L (62ND STREET SE) - STA 10+04.94 SOO R (VICTORIA ST. SE) 25 1 - 8' x 8' TEE (FL) 2 - 8' GATE VALVES.(FT. x MJ) 1 - 6• GATE VALVE (FL x MJ) 71IRIIST BLOCIM 129 90 LF 8- 0 DIP I '1 •r 1 � rr SAlWTAW SE ER F0 41N N.T.S. Q NAMEDATE 1L-11ca Q REF,- EMR 0 SHEE1 CENTERLINE BEAT u RECORD I J FOR WATER ONLY CANTRSAECALWA 2 THESE PLANS ARE HEREBY APPROVED BY: V'- U FOR CONFORMANCE Win, THE CITY OF � b/ BONNEY LAKE PUBLIC WORKS STANDARDS DATE; /Z- T10•i AND SPECIFICATIONS. APPROVAL IS VAUD- 9 FOR A PERIOD OF 12 MONTHS FROM THE RLE/POSI7KTN: ! � V V, Lu DATE OF SIGNATURE . C0NFMIMED BY CITY - ) EXPDMS, I1-07-p• d a lu m li J 1 it is Z3 _ 06- �o E:: F MN- Copy 02D/"3 - • PUBUC 1 �° Fa 63 IN ir • I 62 STA 1+57 I _ .111 ., LF 6" PVC 11 1 11 INV STA Q kLF6 VC • ' 1 LF 6- PVC _I STA 11 • i :�4 Y F x}� ' Siy i, s;- s• 1 I I TA 0+54 30-IF 6' PVC.. A 1+10 INV- LF6'PVCI LF 6' PVC I HIV.=565.00 V. =s67.00 I I 51 I 5,6 5715 I 11 571.5 I f%: =5 II I I I p7 ' TFEN 192PA T �F FUSED III C Im N� 12V SANITARY Wil 11 EASE1Eili 1 I 32 LF 6' PVC INV.=5620011 I 15' WATER 15' ETA0EASEMEN DI 1 2' 54 F.F.= 567.0 I I �11 IF B' 0,PVC.SORx.OLOOW'. CONNECT SANITARY SERER I I /(GRAVITY AND FORCE MAN) Loma 10/BRpl PUi STA SFAl10N. BUTT N I DLMAINFCTION III MECT.I SEPARA— 4 STA D+51 I 50 LF 41 LF-6. PVC I INV.=: INV=561.00 1 I STA 0+00 11 33 LF 6' PVC INV.- 561.00 I,STA 1+59 I48 LF I PVC 11 )0 I I I \ \ F.F. 5 III I F.F.- WILD 57 IFF.- 96.3 \ Q pF STA t0 BIWRCNMlAl10N— OF SERVICE LIES i� -sm- F5 588588 0 POLY PPE . I ham nrw 5LT 8.2.1 -6M SI. {iI. IDG. 10+00 e- SSW #W-41 GRAVITY LINE — 44' FORCE MAN 1 r i SS STUB O.P. -- (2) 45' SENDS 1 cc3 W/ Paw Roo" 1 L0T 5�7 I 1 �•F200' f� NAME__,\,J&./—DATE1k�2f" FA - FOR WATER ONLY THESE PLANS ARE HEREBY APPROVED FOR CONFORMANCE WITH THE CITY OF BONNEY LAKE PU19JC WORKS STANDARDS AND SPECIFICATIONS. APPROVAL IS VALID FOR A PERIOD OF 12 MONTHS FROM THE DATEOF SIGNATURE NTM4 I C'✓✓v Wv' OG� G� dl(.(J CITY DATE STA: 10+60.85, &00 L (6?ND STREET S.E) _ STA: 14+6&IQ &OD L �62ND LOOP SE) 18 1 - 8- TEE (FL) 2 - 8' GATE VALVES (FL x III 1 - B• ADAPTER (FL x Mr) THRUST BLOCKING Q98 LF 6' DIP STA; 11+Bt31, 5.00I. 1 - ICAP (M•� Q 1 - BLOW OFF ASSEMBLY 1 - AB VAC/RELEASE VALVE ASSOM Y THRUST BLOOW Q 275 LF 6 ' DP STA: 10+81iE8, &OD L 1 - 8' x 6' REDUCER (FL) Q 1 - 6' GATE VALVE FL x MJ 1 - B' GATE VALVE (FL x Ml 1 - B' ADAPTER (FL x MI) BLOW.OFF ASSEMBLY W OFF ASSF.1 ILY SHALL BE FIELD LOCATED AT THE LOW POINT STA: 10+80.86, 118.00 ITT I - 8' CAP (M4 BLOW OFF ASSEMBLY 1111KIST BLOCIOIG Q 25LFB'OF Q 122 IF B- DP SEFVICE(S 10 PUMP STATION AND ETOSTNG ON PARCEL NO. 052005-6-014 2-3/4' METERS PER LSBL 8 AND 6-A FITTM/GS AND ADAPTER TO CCNl 10 2' POLY PIPE AFTER METER. q 5 1 1 • 1' 1 I ' 1. I 1-1"]INI- x�g�� Nn0 "qM L CACM r9i o 1` 3 oI �n n N 10 .. PF $ObP IS OF 7 0 44 '1 It 461 F.F.- 51115 . — 4`. Ill 5w FA--M,71 IH 00110 I I I 48 111 579.7 j — I I r I 1 I 491 F.F.- 577.� 1 50 1 FF.� 575� I DIV. 3 - PHASE 6 at LAKELAND PUBLIC SANITARY SEWER AND WATER - VICTORIA ST. S.E. A PORTION OF THE SOUTH V2 OF THE N.W.114 OF SECTION A TOM M-F 20 NORTH, �l y u rr STA r rr Sill i L Own - ,1, 1. ,; VC STA r1 zap � � L INV=576.00 i STA 0+94 i40 LF s• PVC \ � NV.=571.11 � sTA o+Do \ \ 1 STA 1+54 I / \ 59 LF PVC 1 72 LF 6 / Nv-57" // / 37 -----� zg F.F.- 3785 WV.-575.00 +6 \ �j / I - 591.3 1 — \ Fj- MV. 576.00 FF- SfbB5�/ �14 SEE SHEET 16 FOR CONTMJA71ON LOW PONT ELEV - 577.50 LOW POUT STA - IOH&18 PM STA - 10+60 PN W - SM74 A.D. - 1W K - 11.09 1 r v�' 1 � a T ' IC:::r] 11+00 irc:, ri GRAPHIC SCALE 20 0 f0 20 40 ( IN FEET ) 1 inch = 20 f1. STA 10+"9 &410'R•(WTORIA'ST. S.E:) =.. STA 7+50.40, 4.98 L 1W STREET S.E. Q 1 — 8' x C TEE (FL) 1 — 8' GAT vAL%f (FL(� AAll9 THRUST B.0010N0 STA.10+511 &OW R BOW OFF ASSO&Y BLOW Off ASM&Y 91ALL B: FED LOCATED AT THE LOW POINT Y7 177 LF 6' DIP STA: 11+80.90. 6.45 L 19 1 - 8r CAP 11 1 -BLOW OFF ASSEMB.Y 1 - AIR VAC/RELEASE VALVE As971B1.Y 7HWNST BLOCKING IlllfflLu NAMEclill ATELza' FOR WATER ONLY THESE PLANS ARE HEREBY APPROVED FOR CONFORMANCE WITHTHE CITY of BONNEY LAKE PUBLIC IAORKS STANDARDS AND SPECIFICATIONS. APPROVAL IS VALID FOR A PERIOD OF 12 MONTHS FROM THE DATE OF SIGNATURE ' unum CR096M CROVA INVERT CLEARANCE 1 571.01 (SAWRARY) 572.56 (WATER) 1.56 2I 57ZOO (WATER) 57109 (STORY) 1.01' I EXPIRES 11-07-00 1 REFER TO %EET 2 (SITE PLAN) FOR ROAD CENTERUNE BEARING AND DISTANCE INFORMATION. 1 ': .-E!" BY: ro r PROIECT RER r � t,�• r .1 a Dote Approved: 8 d 11 1, —1.: �iomeil DATE GEALED /6 -11- 0J of Copy On 1w Y c NOTE= THE LSBL DETAILS SPECIFIED BELOW ARE SPECIFIC TO LAKELAND SOUTH PROJECTS SERVED BY BONNEY LAKE WATER AND LOCATED 107HIN THE LAKELAND SOUTH ANNEXATION AREA THESE DETAILS MAY BE OBTAINED FROM THE CITY OF BONNEY LAKE OR THE CITY OF AUBURN. THESE DETAILS SHALL BE ON THE JOB SITE WHENEVER WATER CONSTRUCTION IS IN PROGRESS. WATER MAIN BLOCKING LSBL-1 FIRE HYDRANT LOCATION LSBL-2 FIRE HYDRANT DETAIL LSBL-3 DEDUCT MEIER LSBL-4 ADJUSTMENT OF UTILITY LSBL-5 1-INCH AND SMALLER WATER SERVICE LSSL-6 1-INCH AND SMALLER WATER SERVICE MATERIAL UST LSBL-6A 2-INCH AIR k VACUUM RELIEF VALVE LSBL-7 2-INCH BLOW -OFF ASSEMBLY LSBL-8 TEMPORARY BLOW -OFF ASSEMBLY LSBL-9 FOR SANITARY SEWER CLEANOUT REFER T0: C.O.A. SID. DET. SSCO-1 WATER PLAN NOTES 1. TV CABLE, ELECTRIC AND TELEPHONE LINES SHALL BE IN A TRENCH WITH A MINIMUM HORIZONTAL SEPARATION FROM OTHER UIIL171ES (SEWER, WATER, STORM) OF FIVE FEET. 2. ALL CONSTRUCTION SURVEYING FOR EXTENSIONS OF PUBLIC FACILITIES SHALL BE DONE UNDER THE DIRECTION OF A WASHINGTON LICENSED PROFESSIONAL SURVEYOR OR A WASHINGTON LICENSED PROFESSIONAL CIVIL ENGINEER. 3. DURING CONSTRUCTION, THE PUBLIC STREETS ADJACENT TO THIS PROJECT SHALL BE KEPT CLEAN OF ALL MATERIAL DEPOSITS RESUL71NO FROM ON -SITE CONSTRUCTION, AS DIRECTED BY THE CITY. 4. PIPE FOR WATER MAINS SHALL BE DUCTILE IRON MEETING ANSI SPECIFICATIONS A-21.51 OF LATEST REVISIONS AND SHALL BE MINIMUM THICKNESS CLASS 52. PIPE SHALL BE CEMENT -LINED, IN ACCORDANCE WITH ANSI SPECIFICATION A- 21-4 OF LATEST REVISION. 5. ALL WATER MAINS SHALL HAVE MINIMUM COVER OF 42 INCHES. 6. 12' AND UNDER VALVES FOR WATERLINES SHALL BE RESILIENT WEDGE GATE VALVES. VALVES OVER 12' SHALL BE BUTTERFLY VALVES. 7. JOINTS, EXCEPT WHERE 07HERMSE REQUIRED OR SHOWN ON THE DRAWINGS SHALL BE EITHER MECHANICAL -BOLTED TYPE OR PUSH -ON RUBBER RING GASKET TYPE CONFORMING TO AMERICAN NATIONAL STANDARD A-21.11. 8. PIPE FITTINGS PIPE FITTINGS SHALL BE DUCTILE IRON AND SHALL BE THE SAME KIND OF COATING, LINING, AND STRENGTH AS THE PIPE TO WHICH CONNECTED AND SHALL CONFORM TO ANSI SPECIFICATION A-21.10 AND A-21.22 OF LATEST REVISION. 9. HYDROSTA71C TESTS OF THE NEW PIPE LINE SHALL BE MADE IN ACCORDANCE NTH THE 'PROCEDURE FOR WATER -PRESSURE TESTING WATER LINES" AND THE LATEST PROVISIONS OF AWWA C-600, EXCEPT AS MODIFIED BY THE CITY OF BONNEY LAKE DEVELOPMENT POJOES AND PUBLIC WORKS DESIGN STANDARDS, SEC71ON 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 EXISTNG MAINS AT A MINIMUM TEST PRESSURE OF 200 PSI. 10. DISINFECTION OF THE NEW WATER SYSTEM SHALL BE REWIRED PRIOR TO CONNECTION TO THE EXISTNG WATER LINE AND SHALL BE IN ACCORDANCE NTH THE LATEST PROVISIONS OF AWWA C-601, EXCEPT AS MODIFIED BY THE CITY OF BONNEY LAKE DEVELOPMENT POLICIES AND PUBLIC WORKS DESIGN STANDARDS, SECTION 4.07(14). 11. INSTALLATION OF CORPORATE STOPS, WATER SERVICES, LINES AND METERS SHALL BE PER STANDARD DETAILS LSBL-6 AND LSBL-6A. 12. SERVICE LINES SHALL BE A MINIMUM 314 INCH AND METERS A MINIMUM OF 314 INCH AND SHALL CONFORM TO THE STANDARD DETAILS LSBL-6 AND LSBL-6A. 13. BLOCKING FOR VERTICAL AND HORIZONTAL BENDS SHALL BE PER CITY OF BONNEY LAKE STANDARD DETAILS NO. LSBL-1. It FIRE HYDRANT ASSEMBLIES SHALL CONFORM TO CITY OF BONNEY LAKE STANDARD DETAILS NO. LSBL-2 AND LSBL-3 AND SIX-INCH PIPES TO HYDRANTS SHALL BE CLASS 52 DUCTILE IRON. 15. CONTRACTOR SHALL OBTAIN ANY NECESSARY WATER METER/SERVICE PERMITS FROM THE WATER PURVEYOR PRIOR TO CONSTRUCTION. 16. ALL VALVE BOXES IN PUBLIC RIGHT-OF-WAY OR EASEMENTS SHALL BE ADJUSTED TO FINAL GRADE AFTER FINAL PAVING IS COMPLETE IN ACCORDANCE WITH THE CITY OF BONNEY LAKE STANDARD DETAIL NO. LSBL-5. 17. WATER SERVICES SHALL BE PER DETAILS LSBL-6 AND LSBL-6A. LOCATION OF WATER SERVICES SHALL ONLY BE CHANGED AS REQUIRED DURING CONSTRUCTION, UPON AUTHORIZATION OF THE CITY. THE CONTRACTOR SHALL NOTIFY THE ENGINEER WHEN THE EXACT LOCATIONS ARE DETERMINED. 18. BLOW -OFF VALVES SHALL BE CONNECTED TO THE WATER MAIN PER LSBL-8 OR LSBL-9 AS APPLICABLE. 19. WATERLINES SHALL BE LAID TO THE GRADES AND ELEVATIONS SHOWN ON THE DRAWINGS AND SHALL NOT BE CHANGED Wi714DUT CITY APPROVAL. 20. BACKFLOW DEVICES REQUIRED WITH FIRE PR07ECTION AND IRRIGATION SYSTEMS, AND TO BE INSTALLED PER THE CITY OF BONNEY LAKE DETAIL NO. LSBL-4 AS APPUCABLE 21. STREET CURBS SHALL BE PAINTED NTH FORMULA ND-Yf (YELLOW) 15 FEET EACH SIDE OF ALL FIRE HYDRANTS, AS DIRECTED BY THE CITY. 22. ALL WATER MAINS SHALL HAVE A BLOWOFF ASSEMBLY AT LOW POINT AND AN AIR VACUUM RELIEF VALVE AT HIGH POINT OF MAIN. AIR AND VACUUM REUEF VALVE SHALL BE PER CITY OF BONNEY LAKE STANDARD DETAIL NO. LSBL-7. SLOWOFF ASSEMBLY SHALL BE PER CITY OF BONNEY LAKE STANDARD DETAIL NO. LSBL-8. 23. WATER LINE CONSTRUCTION. SHALL CONFORM. TO CITY CONDITIONS AND STANDARDS FOR EXTENSIONS TO THE CITY WATER SYSTEM. CONTRACTOR REQUIRED TO POSSESS THE LATEST REVISION OF SAID STANDARDS DURING CONSTRUCTION. 24. ALL DEFLECTIONS OF DUCTILE IRON PIPE TO BE PER MANUFACTURER'S RECOMMENDATIONS 25. REFER TO C.O.A. STD. DET. GEPT-1 FOR PAVEMENT UTILITY PATCH DETAIL FOR NEW 8" MAIN: 8"x4" REDUCER (FLxFL) FOR NEW 12" MAIN: 12"x8" REDUCER (FLxFL) 8'x4' REDUCER (FLxFL) FOR NEW 16" MAIN: 16"xl2" REDUCER (FLxFL) 12'x8' REDUCER (FLxFL) 8'x4' REDUCER (FLxFL) SANITARY SEWER CONSTRUCTION NOTES 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 BURIED IN THE GROUND A DISTANCE OF THREE FEET (3). THE LOWER END SHALL HAVE A 2 X 4 CLEAT NAILED TO IT TO PREVENT WITHDRAWAL OF THE STAKE. THE EXPOSED ONE FOOT (1) SHALL BE PAINTED TRAFFIC YELLOW AND THE DEPTH OF THE SIDE SEVER OR TEE SHALL BE INDICATED IN BLACK PAINT ON THE 2 X 4. 2, CONTRACTOR SHALL OBTAIN ANY NECESSARY SIDE SEWER CONNECTION PERMITS FROM THE CITY OF AUBURN PRIOR TO CONSTRUCTION. 3. UNLESS OTHERWISE APPROVED, ALL CONNECTIONS TO EXISTING SEVER MAIN WITH NEW TEES SHALL BE DONE BY THE CITY OF AUBURN. THE CONTRACTOR SHALL BE RESPONSIBLE FOR TRENCH AND PAVEMENT EXCAVATION, PIPE INSTALLATION, BACKFILL AND PAVEMENT RESTORATION. 4. ALL SIDE SEVERS ARE STATIONED FROM THE PRECEDING DOWNSTREAM MANHOLE. 5. ALL SIDE SEVERS ARE 6' PVC O 2% MINIMUM UNLESS OTHERWISE NOTED. STUBS ARE TO EXTEND TEN FEET ONTO EACH LOT MITI A MINIMUM DEPTH OF FIVE FEET. A CLEANCUT SHALL BE PLACED AT THE AFOREMENRONED POSITION ON ALL STUBS. SEE THIS SHEET FOR TYPICAL SIDE SEWER CONNECTION DETAIL NEW WATER MAIN FLANGE COUPLING ADAPTER. SIZE AS REQUIRED TO MATCH NEW WATER MAIN COUPLING PER CITY REQ'S NEW WATER MAIN-1 DIV. 3 - PHASE 6 at LAKELAND PUBLIC SANITARY SEWER AND WATER NOTES AND DETAILS A PORTION OF THE SOUTH 1/2 OF THE N"W" 1/4 OF SECTION 5, TOWNSHIP 20 NORTH, RANGE 5 EAST, W.M. CITY OF AUBURN, PIERCE COUNTY, WASHINGTON 4' OBL. CHECK VALVE ASS'Y. n 4" GATE VALVE (FLxFL) 2' PRESSURE TESTING ASS'Y, 4" BLIND FLANGE W/ 2" IPS TAP 2' PIPE (SxS) LENGTH TO FIT 2' GATE VALVE (SxS) TESTING 0060 U-MTM FOR EXIST 8' MAIN: 8'x4' REDUCER (FLxFL) FOR EXIST 12' MAIN: 12"xB' REDUCER (FLxFL) 8"x4' REDUCER (FLxFL) FOR EXIST. 16" MAIN: 16"02' REDUCER (FLxFL) 12"x8' REDUCER (FLxFL) 8'x4" REDUCER (FLxFL) WATER MAIN 8' GATE VALVE FLANGE COUPLING / ADAPTER. SIZE AND TYPE AS REQUIRED TO MATCH EXISTING WATER MAIN NOTE: BACKFLOW PREVENTION ASSEMBLY REQUIRED FOR TESTING CONFIGURATION AT CONNECTION TO EXISTING MAIN(S). FINAL CONFIGURATION SHALL REPLACE BACKFLOW PREVENTION ASSEMBLY WITH SPOOL TO MATCH NEW WATER MAIN CLASS AND SIZE. LENGTH TO FIT. COUPLING OR ADAPTER AS REQUIRED IS REQUIRED PER CITY REQUIREMENTS MAIN CLASS AND SIZE EX. WATER MAIN 0 • • - CONNECTION DETAIL N.TS: EX. 8" GATE VALVE 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. ♦V AV SELECT OR NATIVE TRENCH BACKFIU, COMPACT TO 95% OF MAX. DENSITY IN RIGHT OF WAY. (SEE NOTE 2.) 6' 6' MIN OR TO TOP OF TRENCH, WHICHEVER IS LESS 8" 0 PVC SDR35 GRAVITY SEWER SPECIFIED BEDDING MATERIAL, SEE GTY OF AUBURN STD. DETAIL GEPT-2 N NOTES: DETECTOR TAPE. WITH TRACE WIRE 6' MAX T "INI VARIES i SEE N07F 1 SLOPE AT ANGLE OF REPOSE i 4" 0 HDPE SDR-17 2'� FUSED PIPE MN. FORCE MAIN 1. MAXIMUM WIDTH OF TRENCH AT TOP OF PIPE '30 INCHES FOR PIPE UP TO AND INCLUDING 12" NOMINAL DIAMETER. •O.D. PLUS 16 INCHES FOR PIPE LARGER THAN 12" NOMINAL DIAMETER. 2. IN PAVED AREAS USE CRUSHED ROCK BACKFILL ,FULL DEPTH OF TRENCH WHERE SEWER MAIN CROSSES PERPENDICULAR TO THE TRAVELED LANE OR DRIVEWAY. _ *TOP FOUR FEET WHERE SEWER MAIN RUNS PARALLEL TO THE TRAVELED LANE, UNLESS EXISTING MATERIAL IS DETERMINED BY THE ENGINEER TO BE SUITABLE FOR BACKFILL. 3. TRENCH BACKFILL BELOW TOP FOUR FEET SHALL BE NATIVE MATERIALS OR AS REQUIRED BY THE SPECIFICATIONS. SANITARY SEWER WITH FORCE MAIN TYPICAL TRENCH DETAIL N T.S. 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 VAUD FOR A PERIOD OF 12 MONTHS FROM THE DATE OF SIGNATURE Def 13, 2aoo CITY ENGINEER DATE FAC IF 00-0022 THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS. ®Q� Approved By Date Approved: EXPIRES, 11-07- a I 19 E W w 3 � � a 0 0 0 ; a W C � 2 2 Y 2 Y Q a2 Q= m tm� Z-J � �i 0 fUftt M N o m m a' Nn0 Xone Nae v � � N M o.Ni C £c 0 a w o, o3c NE oa 0 1 M n N U J J co 3 cc W cwn Q a L �8 co ( ¢ � U U wW Z W = 04 g o > ri)z Z Ill ct Ill J W _J � U _ DATE SEALED EXPIRES, 1-31- O Z� PROJECT MANAGER J9W WAKED DESIGN M%=ALLEN DRAWN JIWE38 C1£CKED MATT WNi SEC 5 T 20M R5E_ FLE NO I:\LAKEMD-S0\26194 DATE 4='00 SCALE AS SHOWN SHEET.2 OFF FILE NO 26M L LAKELAND SO. olb Ito43 506K of >3 Calrx� PONI Vm ELE 560 GRAPHIC SCALE DIV. 3 - PHASE 6 at LAKELAND 0 ° 10 m STORM POND PLAN ( IN T?EE1') A PORTION OF THE SOUTH V2 OF THE N.W. V4 OF SECTION A TOWNSHIP 20 NORTK 1 inch - 20 Ta RANGE 5 EAST. WJIII. CITY OF AUBURN, PERCE COUNTY, WASHVal ON OYU TYPE $ 60r 0 lx STA 11+16.67, 144.57 RY - mai 563.4 E N (NTti) - 5%771 E OUT (1 0) - 55&0 SAL CO. - 558 1� YD/ 14 IN - 582Ot %E - 557.7 \\ Q \ r 1 1 1 ] PSI 11 1 ] x r. Ye:v I'I anti � ��� 1 •T 11 ,tea' d �ti 4-V,. ....�(' ARMS Lb} Fb OCR� � T e'f �M? 9ERY-AiV.- - 1 — -. POID CELL 0'1 POND CELL /1 1 _ ELEV - 6B&8 \ \ 1 1 1EL FIT. 559. 02 DETENTION VOLUVE PROPOSED mm/MET '- — 1 ( — DETAIL ON 1 — _ _ _ MAW VET. ACCESS ROAD POND ET&SRHG T POD E1pMN READ VtlLUU E - 7855.CU. Fr MEIPOND DE1ENn0 DETENna VOL pRONDED - i POND REOU VOL T POW V L PROYI 1,70 CU. FT - M046 CO. FT. JWI ED - 76.582 1.3 F.S.) DETENTIONLA T POND SEC A -A 1'-20' 1 65" V, POND BOTTOM TABLE (2) STA 11+11.43, 114.17 LT O STA 11+00.44, 07.79 LT 30 STA 11+0&92, 62.88" LT Q4 STA 11+07.97. KW LT. ( STA 11+2M 62.05' LT © STA 11+71.23, 90.07' LT p STA 11+72.4$ 74.0 LT 08 RADIUS - 173.5' O9 STA 11+28.77, 9&Bo" LT ® STA 1201.69, 73.49 L p RADIUS • 1W ® STA 12+35.n 8167 LT Q STA 12+53.J1. 96.69" LT 1p STA 12+64.10, 111.7r LT ® STA 12+9&73, 108.75 LT ® RAM - 20' © STA 12+9&28, 106.00 ® STA 12+97.28, 97.78" LT 1® STA 12+8&IZ 96.0 LT ® STA 12+69.88, 5107 LT © RAM - 608.56 ® STA 12+01.42N 59.21 LT �WOUTLET AIRPROTECTION � IWV . BE CONSTRUCTED WI1H A HELL GRADED ASSORTMENT OF ROC( TO THE FOLLOWING GRADUATION: MAO6M N STONE SIZE = 120 MEDIAN STONE SIZE 8' MNKW STONE SIZE - 2' RIP RAP PAD SHALL BE 12' L x 8' W x 1" ABOVE CROWN OF OUTLET PIPE Qgr U0d4 NAME.✓—DATE11"� 1 i NN 1 1 EMI W SEDWENT POW POW 55" - IET/bEIEN110N P OTYM Of POA POW SEC" 1•.21F 1-5 5 1 NXtIWAGE CONVEYANCE PIPE 97NN PUBLIC RH:T-OF-WAY 1'.At1ED'00T AS SD SHALL BE ONE OF 1HE FOLLOWNG.MATERIALS: PVC, SDR-21 >16" PVCt,.SOR-35 - >J' PLAN CONCRETE PIPE (12'0) >3' ASTM C-14 REIWGRCED CONCRETE PIPE (>12-0) >18, ASTM C-76 DUCTILE RtON PIPE CLASS SO OR 52 >6" BY DATE: T17LE/1POSI7K : �J e%�Xgg - CONFRIED BY CITY DATE: PROXCT REF: FAC I OD-0022••/�s a 71ESE PLANS ARE APPROVED FOR fIO1SORLIANCE NTH THE CITY OF AUBURN'S ENGINEERING DIVISION REOUNEI4EN7S. Approved By. 0,*� 5.24 Date Approved ee a !ji ti 11 Its E i n a 7717�/I17ikcaJ cXPWF& rat- - rRDABCT MANAGM JNW WAXMFC.D p100101N B1EFf A"SN omm d EM 6Vpd- wo 6 T JIM p or - MA No c W1m wD,-so f4 DATe " SCALE *- MY TZ FUND 2MM_ LAKEIAND SO. espy VA 1063 OFFSET FRAME GRATE SO THAT RESTRICTOR/SEPARATORDEVICE IS VISIBLE A7 EDGE OF ___....._ DIRECTLY OVER THE (LOCKING LID REQUIf RIM = 863 % 563.69 INV. (18" BOTTOM ELEVATION = 552.0 1 OLID 24 OCKING TYPE 2 607+" CONTROL STRUCTURE MANHOLE PER C.O.A. STD. DET. DEV-1 SCALE 1"=2' EXCEPT NTH MODIFICATIONS AS SHOWN ABOVE 1 •� . �... THICKNESS ♦1 NOTE: "KEY NOT REQUIRED POND CELL BOTTOM QUARRY SPALL AND GRAVEL FILTER "WINDOW N.T.S. DIV. 3 - PHASE 6 at LAKELAND STORM POND NOTES AND DETAILS A PORTION OF SOUTH 1/2 OF THE N.W" 1/4 OF SECTION 5, TOWNSHIP 20 NORTK RANGE 5 EAST, WM CITY OF AUBURN, PIERCE COUNTY, WASHINQTON 2 MANHOLE PLAN VIEW SCALE 1"=2' POND DESIGN FLOWS 2-YR./24-HR. PEAK FLOW (CFS) 10- YR./24-HR. PEAK FLOW (CFS) 25-YR./24-HR. PEAK FLOW (CFS) 100-YR./24-MR. PEAK FLOW (CFS) EXISTING . 9 0.74 1.11 1.51 DEVELOPED 3.11 5.09 6.22 7.36 POND DISCHARGE 0.14 0.73 1.04 1 1.57 1. CPEP-SMOOTH INTERIOR PIPE REQUIRES BOLTS TO SECURE DEBRIS BARRIER TO PIPE. 2. ALL STEEL PARTS TO BE GALVANIZED AND ASPHALT COATED (TREATMENT 1 OR BETTER). owrumb NOTE: END -SECTION SHOWN MAY BE REMOVED 3/4"0IA. SMOOTH BARS NTH ENDS WELDED TO BAR -FRAME 2"x5" ANCHOR STRIPS WELDED TO 3/4-DIA. BAR FRAME AT 4 PLACES SPACED UNIFORMLY. FASTEN WITH 1/2" GALVANIZED BOLTS AND NUTS TRASH RACK N.T.S. 0.5', MIN. = 562.00 EMERGENCY OVERFLOW \77\17T,, WATER SURFACE ,r C h (6- MIN.) QUARRY SPALLS TYP. n WEIR SECTION FOR EMERGENCY OVERFLOW SPILLWAY I N.T.S. 4" Q.G. MAX. BAR SPACING 3•-5" FOR 18"DIA. 5"-8" FOR 24"0IA. 7"-9" FOR 30"DIA. & GREATER 6" MINIMUM COMPACTED DEPTH CRUSHED SURFACING TOP COURSE /\• COMPACTED SUBGRADE FOR POND ACCESS: GEO-TEXTILE FABRIC PER SECTION 9-33, WS.D.O.T. TABLE 3, GEOTEXTILE FOR SEPARATION OR SOIL STABILIZATION. ACCESS ROAD(S) N.T.S. POND EMBANKMENT NOTES• 1, POND BERM EMBANKMENT SHALL BE CONSTRUCTED ON NATIVE CONSOLIDATED SOIL WHICH IS FREE OF LOOSE SURFACE SOIL MATERIALS, ROOTS AND OTHER ORGANIC DEBRIS. 2. POND BERM EMBANKMENT SHALL BE CONSTRUCTED BY EXCAVATING A "KEY" EQUAL TO 5OX OF THE BERM EMBANKMENT CROSS -SECTIONAL HEIGHT AND MOTH. 3. POND BERM EMBANKMENT CORE SHALL BE CONSTRUCTED OF COMPACTED SOIL (A MINIMUM OF 95X OF THE MAXIMUM DRY DENSITY, STANDARD PROCTOR METHOD PER ASTM D1557) PLACED IN 6 INCH LIFTS, WITH THE FOLLOWING SOIL CHARACTERISTICS PER THE UNITED STATES DEPARTMENT OF AGRICULTURE'S TEXTURAL TRIANGLE: A MINIMUM OF 30% CLAY. A MAXIMUM OF 60X SAND, A MAXIMUM OF 60% SILT, WITH NOMINAL GRAVEL AND COBBLE CONTENT OR AS RECOMMENDED BY A GEOTECHNICAL ENGINEER. (NOTE: IN GENERAL, EXCAVATED GLACIAL TILL WILL BE WELL -SUITED FOR BERM EMBANKMENT MATERIAL). THE CORE SHALL BE ADEQUATE TO MAKE THE EMBANKMENT IMPERVIOUS. 4. ANTI -SEEPAGE COLLARS SHALL BE PLACED ON OUTFLOW PIPES IN BERM EMBANKMENT. NOTE: ALL DAYLIGHT SLOPES ARE GRADED ® 2:1 MAX. DAYLIGHT SLOPES SHALL BE HYDROSEEDED AND/OR MULCHED AS PART OF THE T.E.S.C. PLAN. NAMEaV-.e DATE / i •63 EXPIRES, 11-07-60 DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONS tlCTIO CORDS SY: DAIS: Z^G 103 TInE/POSITION: 6)?5:Z Anx.,•ssv- CONFIRMED BY CITY DATE PROJECT REF: THESE PLANS ARE APPROVED FOR CONFORMANCE NTH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS. n Approved By. 1 J w 4 3 O o b °f J 3 M■ os os 2 2 Y mg 2 Y ms � Q2 aZ m m 3 C RF3 RCS I l.J J _I C It Um3' a Q Z Lu Lu cc W J W U DATE SEAL® /n //-csJ EXPIRES- 1-31- Q PRDJEcr NIANAOER .. 9W WAK6$D DEMOyL SFETT ALLEN DRAWN A EAVEWA WBB C� MUTT WEBER SEC 5 r 2"L R 5 E FLEW is\LAKELAND—S0\26194 DATE 4-4-OD SCALE ASNOM SHEET 21 OF21 13.E NO LAKELAND SO, of Date Approved: moz alb 1443 GRAPHIC SCALE 40 0 20 40 ED ( IN FEET ) 1 inch = 40 ft. GENERAL CONSTRUCTION NOTES 1. ALLWORKMANSHIP AND MATERIALS SHALL CONFORM TO THE CITY OF AUBURN'S REQUIREMENTS AND SPECIFICATIONS.------y-t-:_ 2. ALL WORK SHALL CONFORM TO THESE DRAWINGS AND THE RULES AND REGULATIONS OF THE WA$HINGTON STATE DEPARTMENT OF TRANSPORTATION (WSDOT/AP,% STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNI PAL CONSTRUCTION LATEST EDITION EXCEPT WHERE =-�- SUPPLEMENTED OR MODIFIED BY THE CITY OF AUBURN STANDARD DETAILS AND DEVELOPMENT PROJECT SPECWATONS. 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. 52 6. THE CONTRACTOR IS CAUTIONED THAT OVERHEAD ELECTRICAL LINES ARE I' 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 I 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 NWRIES AND DAMAGES TO AND PROPERTY BECAUSE OF CONTRACTORS OPERATIONOR PERSONS PRNEGLIGENCE CONNECTED WITH THEM. (FOR CONTINUATION, SEE SHEET 7) II PARCELNUV8ER 5t0 2 ,�—- M- 11l I CONSTRUCTION SEQUENCE I I 1. CALL OE -CALL LOCATE FOR THE LOCATION OF EXISTING UTILITIES IN AREAS CRITICAL TO DESIGN I (1-BDG-424-5555). 2. HOD PRECONSTRUCTION CONFERENCE CITY OF AUBURN (CHRIS ESTEP) - (253) 931-300 J. INSTALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES AS IDENTIFIED ON SHEET 2, 3 & 4 4. CONTRACTOR AND DEVELOPER WILL BE RESPONSIBLE FOR ADDITIONAL EROSION CONTROL MEASURES AS NECESSARY. I 5. INSTALL SEWER SYSTEM AND PREPARE FOUNDATION FOR PUMP STATION. I 6. GRADE AND CONSTRUCT ACCESS ROAD AND ASSOCIATED DRAINAGE FACILITIES 7. HYDROSEED ALL SLOPES AND OTHER AREAS TO REMAIN UNWORKED. I 8 INSTALL WETWELL AND DRYWELL. 9. CONSTRUCT PUMP STATION PAD AND INSTALL STATION APPURTENANCES. 10. VERIFY STABILIZATION OF SITE. 11. CALL CITY OF AUBURN FOR SITE INSPECTION. I I SANITARY SEWER PUMP STATIONALGONA PACIFIC ¢ El LINGSON b a COVER SHEET ALUM A PORTION OF N.W.114 OF SECTION trk TOWNSHIP 21 NORTH, RANGE 5 EAST, W.M. CITY OF AUBURN, PIERCE COUNTY, WASHINGTON , W U a KM COLINTY � 9` 3RD AVE SE a -A" IIIST MENM , , DATUM (NGvD29 VEFm NAD27 CITY OF AUBURN) VIA USCS PIERCE COUNTY) BENCHMARK BRASS MON. A7 SE CORNER OF B.N.R.R. 1 BRIDGE SPANNING THE SRO (WHITE RIVER) (REFERRED TO UNDER PIERCE COUNTY DATUM AS B.M. 0-11 (USGS) STD. DISK STAMPED 'Too 1913, ELEVATION = 100.42 (CITY OF AUBURN) ELEVATION = 100.049 (PIERCE COUNTY) T.B.M CENTER OF SANITARY SEWER MANHO.t110 5' NORTH AMU 6' WEST N47MSECTION OF EVERGREEN WAY S.E. AND 58TH PL S.E. ELEVATION 572.50 (AUBURN) I _ I - O I �I I I I I I I I I I iL \ I I INAME DATELiS,_0 tET 4 \ \ -�-/Ltd--�—'�-f--�---4—�'�--T- \ p _P P P -P --- per- - - - - ------F-- �_-�--_ SSMH�#1$11--'' \ ¢ h SSMH #W-44 i I L PUMP STATION SCALE: 1' = 300' SHEETS of 9 j 9 QP 5 tKING _COUNTY h� MY SE 1a vi > c x S . S.E" Q 3 3 CL „ S 1 0 � J 7 m 1 > j w U C) OC a a F w w s s Q N ^ � ono C « I M O� rn loft NER TAPPS � oL" a o� 0e � �a N CN O Z O j J 0cr) uj 5 �U OO � _ aaM �w Lim WY � Ua O O 3 _j O U C��� Lu ~� �a LL1 U ^ F Z uj LI LJ W ` — — — — — L � I � 1 PUMP STATION DESIGN: ADS EQUIPMENT ,4,P` "y " 4'4n / Lu I `11 PARCEL. NUMBER I I 2' 650 S. ORCAS, SUITE 114 I i I Lu TILE, WA 98108 O`nCONTACT: SIEVE AZOSEO �PHONE 206-763-36000SHEET 3 vti LEGEND FAX: 206-763-3012 34858 PARCEL- NUMBER � III I�I I III , POW STATION EEETS R B. INC. 70NALRW Z PROPOSED GRAVEL ROADWAY uj � lo 13200 S.E. JOTH ST .00 000 Cu 6 _2 PROPOSED CENTERLINE EXPIRES, ue7-a J CONTACT. IKE STEAD a r ` I - - - _ _ _ _ - - PROPOSED EASEMENT I i O PHONE: 425-644-1700 t,/ II J I OL ((`���� FAX: 425-746-9312 CONTRACTOR IS REQUIRED TO HAVE THE CITY PROPOSED FLOWLINE I i - " OF AUBSTANDARD NOTES AND STANDARD DATE SEALED lO �T/�UJ URN �I'M I �J WATER: CITY OF BONNEY LAKE DETAILS AND SPECIFICATIONS AVAILABLE ON JOB - y° x x - PROPOSED FABRIC FENCE (AUBURN STD. DTL. DEV-6) I AUBURN ENSITE WHENEVER CONSTRUCTION IS IN PROGRESS. POWER: SOUND ENERGY ���oF NASI PROPOSED CHAIN LINK FENCE �/I i .I I �-I TELEPHONE: US NEST FOR WATER ONLY PROPOSED 2" WATER LINE I .I/ l i/ I ONE-CALL ICITE: o 4� 1 3RCELe BER 55 - -- I ,SSW #1511-42I PAPCE1. NUMBER ()2,0100 606, �0011 MIR gu I I ?JW �a3�"AIL cc�)OED I I I O I � I e PARCEL NUMBERS / 05-20-05-2-039 I 0 / 05-20-05-6-014 m VICINITY MAP SCALE 1" = 1/4 MILE SHEET INDEX SHEET PI COVER SHEET SHEET P2 ACCESS ROAD AND SANITARY SEWER PLAN AND PROFILE. STA: 2+00 TO STA 5+00 SHEET P3 ACCESS ROAD AND SANITARY SEWER PLAN AND PROFILE, STA: 5+00 TO STA: 9+00 SHEET P4 ACCESS ROAD AND SANITARY SEWER PLAN AND PROFILE, STA 9+00 TO STA: 13+00 SHEET P5 PUMP STATION DETAILS SHEET P6 DRY WELL SPECIFICATIONS (SMITH AND LOVELESS) SHEET P7 NOTES AND DETAILS SHEET P8 LIFT STATION CONTROL CIRCUITS (SAB SYSTEM SPECIALISTS) SHEET P9 LIFT STATION POWER ONE - LINE (SAB SYSTEM SPECIALISTS) ONNER/DEVELOPER: EVERGREEN TUCCI PARTNERS, LLC 1302 B PUYALLUP STREET SUMNER, WASHINGTON 98399 CIVIL ENGINEER: APEX ENGINEERING PLLC 2601 SOUTH 35TH STREET, SUITE 200 TACOMA, WASHINGTON 98109 PHONE (253) 473-4494 FAX (253) 473-0599 GEOTECHNICAL ENGINEER: ASSOCIATED EARTH SCIENCES 724 ERICKSON AVENUE N.E., /204 BAINBRIDGE ISLAND, WASHINGTON 98110 PHONE (206) 780-9370 FAX (2D6) 7&1-9438 PROPOSED FABRIC FENCE (AUBURN STD. OIL DEV-6) #'1-800-424-55W EXISTING SANITARY SEWER MANHOLE I i BMED UTHJTIES ARE SHOW AS INDICATED ON RECORD / I I MAPS FURNISHED BY OTHERS AND VERIFIED WHERE PROPOSED SANITARY SEWER MANHOLE / 1' POSSIBLE BY FEATURES LOCATED IN THE FIELD APEX ENGINEERING, ASSUMES NO LIABILITY FOR THE ACCURACY PROPOSED HORIZONTAL BEND OF THOSE RECORDS, OR FOR THE FINAL LOCATION OF 1 LXISTAVG UTUTIES IN AREAS CRITICAL TO THE DESIGN. EXISTING MONUMENT I I ` PROPOSED TEE I r: I PROPOSED GATE VALVE �y �LN ,��+ I ,' I A PROPOSED WATER METER .7�71Y11-1 #10-46 I I MET TELL PROPOSED REDUCER PUMP STA / (DRY WELL) RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACTOR'S STRIIC RECORDS BY: DATE: - DILE/POSITION: ' PA1$A!r�/ — CONFIRMED BY CITY DATE., - - - 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 Of 13, 7&v CITY ENGINEER DATE PROJECT REF: THESE PLANS ARE APPROVED FOR CONFORMANCE WITH I THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS. Approved By. Dote Approved: /,, f -7 0 ��A p 18379 <v�' 'F"41NAL0.E��\2 EWW,-. 1-31- PROJECT MANAGER JERRY WAKI3*.D DmAc N MATT WEBER DRAWN •,M WES CHECKED MATT W89M SEC 5 T 20M R5E FILE NO I: \LAXELAND-SO\26845 DATE 5-23-00 SCALE r - 40' SHEET PI OF 9 FLE NO 26845 LAKELAND SO. Q 1$ll O� D I663 � a A ■1� A �%i Ate• • /fir\ r\■ ■• AVw% Aml§m A MIMN/\IL I NONE CONTRACTOR IS REQUIRED TO HAVE THE CITY OF AUBURN STANDARD NOTES AND STANDARD DETAILS AND SPECKICATIONS AVAIABLE ON JOB SITE NHENEVER CONSTRUCTION IS IN PROGRESS. THE CITY OF AUBURN'S ENGMILERING DIVISION REQUIREMENTS. Approved By Dote Approved: Wm Q E � g 0 I 0 � m o o, N4 �U U N= m ti U U � � W a W a �Td O 6� Oi Ono X Nod d C N M O� P P JLx 0 3 o � � om I n r� a n n N O w 3 (L �$ Z Y CLZQa P Q a c o CC Lu (L V am WheZO <o $ (.5 W _ W<cq N C a y i (JOB (l) w ct W U uj ~ a cc W ri) W f— L Z J W J 0 DATE SEALED iD-11-LiJ PIIOJ•CT MANAGER ,OW WAKHHD MA11 WEBER DRAWN •.M WEIS CHECKED MAE WEBER SEC 5 T 20 N R 5 E _ FILE Np I: \LAKELAND-SO\26845 DATE 5-23-00 SCALE T-20' SHEET E2- OF! FILE NO 26W LAKELAND SO. 021) ►443 GRAPHIC SCALE 20 o 10 20 40 ( IN FEET ) 1 inch = 20 ft. J i 570 i 516 %4 APPRIAL EDGE OF E7NSTMG GRAVEL DRI� UNE Eff E IL// 0, F, S12�7 W 5w SANITARY SEWER PUMP STATION ACCESS ROAD AND SAN[TARY SEWER PLAN AND PROFILE A PORTION OF TFE IM V4 OF sECTUN A 7OWNSW 20 NORTH, RANGE 5 EAST, W.M. CITY OF AUBUFK PEACE COUNTY WABFINGTON 1 \ 1 \ I \ I \ E)ftWNG 100' WELL \ PROTECTION RADNIS550 \ P / l A 0137756 p N r 1 4+87.50 R =�, y __-- 4OA' 1 1 IYAt1F � � I WETLANNO BUFFER \\ T= Ohl ro SMI7ASRMER. %� y'141Y A L--- f�-- ----1-----�L=;1.04----" -- AND EASEIEIIi ?--�.52' -- -- X—--�--- --- i i \ (�F"F') 554 5% El D R D.O. WELL TO BE DES PER D.O.H. REQIIREMENTS AND PRIOR 70 ACTIVATION OF SANITARY SEWER SYSTEM. 552 I -� �� 554 �Ss2 � LL- EXSTING PRIVATE EXIS1111G 11xT' WELL — —��' ROAD EASEIEMT PROTECTION RAIW1 - - - - - - - - - - - - - ` \ .Y44 \_-APPROX EDGE OF i' � � � EXISTING GRAVEL DRIVE _... _. --_580' .ram __. HM POINT ELEV - 569.62 NIGH POINT STA - 3+95.09 - h14 STA 8+50 PM STA =14+50 ',,. '., PM ELEV = - -• PVI ELEV = 570.38 43 AD.-=-3:4J-. _._ A.D. - -6.76 K = 61.84 v' I 150.00' VC • f PLW 10ATN A ROAD 570 570 I _ - -. STA- W W n q 1' = 20' HORIZ r n gg aSi - 1' = 5' VERT ' _ 11 - RIM 25 • {-W�"44T-SS2. I.E. arIN J4O. -- Lq(E) ROUT- 54o.S PM STA = 8+50 PN ELEV = 544.90 A. KD= 24.05 _-_ :.. _ 560. 540 tE,"..IN -`5+fe:94 I.E. 1 8' OUT = 646.6,E 546. %I LADDER(SW) P.T. = STA: 5+42.50 - P.C. _,... S7A:.6+61.77 P.T. =STA', 6+6281 '. _ a m $ 2o g n w u .Y(n� v von ipQ� o$ m ", 1!�g 6+00 7+00 8+00 +00 1-� ► �011ZJ 2' POLY PIPE WITH 24' MIN. COVER QCONNECT 2' POLY PIPE TO EXISTING 3 RESIDENCE WATER SEANCE LINE AFTER WELL HAS BEEN DECOMMISSIONED SANITARY SEWER CONSTRUCTION NOTES STA: 5+01.45, 6.46 R 4Q 45' PPE BEND (WYE) THRUST BLOCKING STA: 5+21.06, 2.83 R Q 45' PPE BEND THRUST BLOCKING STA: 5+0740, 9.92 R 11 TERMINAL FORCE MAIN CLEANOUT PER DETAIL SHT. P6 Q�° ° l�J M NAME J44z_DATE-L-L`4E-03 FOR WATER ONLY THESE PLANS ARE HEREBY APPROVED FOR CONFORMANCE WITH THE CITY OF BONNEY LAKE PUBLIC WORKS STANDARDS AND SPECIFICATIONS. APPROVAL IS VALID FOR A PERIOD OF 12 MONTHS FROM THE DATE OF SIGNATURE NOTE: CONTRACTOR IS REQUIRED TO HAVE THE CITY OF AUBURN STANDARD NOTES AND STANDARD DETAILS AND SPECIMATKMS AVAILABLE ON JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. j1.00 EXPIRE& 11-07-DO DRAWING CERTIFICATION IWINGS CONFORM TO THE S CONGTRUCTION, RECORDS BY: DATE: -& -Q TITLE/POSITION: ?'90'C 14 CONFIRMED BY CITY 5.1� DATE: 3.17.vs PROXCT REF: FACB 00-0022 /00' ovy THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS. Approved By. Dote Approved: /�/17al/^� 4, 3 3 agg o n � � m e � L'i U a a mN- o n rn mcora N^O Y 1 1 �^ � v N n 0 r v � C L Q N�4 oa u � a n h N IJ � r1 ! DATE SEALED /n -Z/- w EXPIRES, 1-31- 07, PROJECT MAp/GM ,mmWMTT wow MAVYN 4M Nm CI+EC10® MATT VIJ1 WC 6 T 70N R5E FLE NO I: VAKElA*-VU8IN5 DATE S'ZHE SCALE r - W SFEET Mi�OF9 PLE NO 26M LAKELAIII SO. 02 D /663 WETLAND BUFFER I I Qa R= T- L= i \ Sµ \ NE sl SEE SHEET 3 FOR (, I nA SAMTAWSEWER NOTES STA: 9+10.20, 0.15 L © 45' PIPE BEND THRUST BLOCKING STA: 9+36.43, 1.90 R Q7 45" PIPE BETA THRUST BLOCKING STA: 11+80.96, 21.97 R O 22 1/2' PIPE BEND THRUST BLOCKING STA: 12+06.24, 0.49 L Q9 21 1/2" PIPE BEND THRUST BLOCKING STA: 9+16+92, 3.91 L 12 IERMWAL FORCE MAIN CLEANOUT PER DETAIL SHT. P6. CONgrFMC710N N07ES © O COVER GRAPHIC SCALE 20 0 10 20 40 ( IN FEET ) 1 inch = 20 ft. SANITARY SEWER PUMP STATION ACCESS ROAD AND SANITARY SEWER PLAN AND PROFILE A PORTION OF TIE N.W.114 OF SECTION 5, TOWNSHIP 20 NORTH, RANGE 5 EAST, W.M. CITY OF AUBURN, PIERCE OOUNTY, WASI*JGTON 536 538 — — — — — — — — — — ------- WELU u�vL"- U [L:�LL-UI,i ,.00 10+00 11+00 12+00 NAME14J DATE -(4 63 PUW STATION GCOWSTRUCTION NOTES 14' CHAIN LINK GATE PER WS.D.O.T. STD, PLAN L - 3, WIN BROWN PVC SLATS - 6' TYPE 1 CHAIN LINK FENCE PER W.S.D.O.T. STD. PLAN L - 2 0 SLOPE 30' x 30' CONCRETE PAD TO THE EAST AT IX I BACK UP GENERATOR - w/ AUTOMATIC TRANSFER SWITCH AND WEATHERPROOF HOUSINGS. COORDINATE WITH PUGET SOUND ENERGY AND SQB. PROVIDE 36 HR. FUEL SUPPLY KOHLER GENERATOR - MODEL NUMBER 5OR02J OR APPROVED EQUAL 82" (L) x 29" (W) x 43.03" (H) O CC ENCLOSURE MO ( x35"(W) x 94" (H) TELEMETRY MOTOR CONTROL AND AUTO - MAR TRANSFER SWITCH PANEL BY SAB. © SERVICE POLE 07 POWER SUPPLIED TO GENERATOR BY PUGET SOUND ENERGY. 2 - 3" CONDUIT, SCHEDULE 80 2 - 3/4" CONDUIT, SCHEDULE 80 2 - 3" CONDUIT, SCHEDULE 80 4 - I- CONDUIT, SCHEDULE 80 2 - 3" CONDUIT, SCHEDULE 80 1© WETWELL FAN WITH 8" OUTLET. CONNECT TO 8' PVC PIPE. 1© PROVIDE ASSOCIATED US101 ZINC PLATED WALL MOUNTED SLEEVE. INSTALL PER MANUFACTURERS RECOMMENDATIONS. SEE DETAIL SHT P7. PROVIDE ROCKCRATE/BASKET AT INLET TO PUMP STATION WETWELL. SEE DETAIL SHT. P6. MOUNT 3/4" HOSE BIB BELOW GRADE. Q PROTECT WITH APPROVED CITY OF AUBURN VALVE BOX. TOP OF VALVE BOX TO BE SET FLUSH WITH FINISHED GRADE. 1© SEE SHT P5 FOR FORCEMAN OUTLET PIPING DETAIL. t� 5' HIGH PYRAMIDAUS PLANTS AROUND ENTIRE PUMP STATION SITE. 1© 175 WATT SODIUM VAPOR LIGHT NTH MANUAL ON/OFF WEATHER PROOF LIGHT SWITCH. N4�L z CONTRACTOR IS REQUIRED TO HAVE THE CITY OF AUBURN STANDARD NOTES AND STANDARD DETAILS AND SPECIFICATIONS AVAILABLE ON JOB IONAIaV'��~ SITE WHENEVER CONSTRUCTION IS IN PROGRESS. EXPIREA ll-0]-p0 13+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 C' d 13 ,Z�9) CITY ENGINEER DATE RECORD DRAWING CERTIFICATION THESE DRAWINGS CONIFORM TO THE CONTR TOR'S CON 'U ON RDS BY: DATE:-1 /L -6j TITLE/POSITION: f4rCZ et&a�s� CONFIRMED BY CITY Zf—'Z-_ DATE: 3-?J•pi PRO,ECT REF: FAC 00-0022 xw I.7 N THESE PLANS ARE APPROVED FOR CONFORMANCE NTH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS. 7I Approved By. L �\ J_r.� S Dote Approved: Z!2LI no �$g rn I"IQ W U Q Q TWWJ �WW C SWR C M N 02 0 /443 el SANITARY SEWER PUMP STATION PUMP STATM AILS FLAMM ADAPTER •/" aN 4' HOPE SDR 17 METAL � �As REau�m A PORTION OF THE N.W.114 OF SECTION 5, TOE 20 NOWK 6' GATE VALVE (RAfL) RANGE 5 EAST, W.M. CITY OF AUBURN, PIERCE COUWIY WASMOTON 6' x 4' REDUCER (FUfL)�� ' DI CL 52 SPOOL , (LENGTH AS REQUIRED) 6' TEE (ALL FL) CONC. THRUST BLOCKING . THRUST BLOCgNG WETWELL INLET FORCEMAIN OUTLET SEE FORCEMAIN PIPING DETAIL AT LEFT SEE y�y �y� KEY 11 NOMS 6' 90' BEND (FLxFL) 6- TEE(p LL FLUMPING) k'SE' O 1 O SANITARY SEWER PUMP STATION BY SMITH AD RANGE ADAPTER •/ SLIP AND LOVELESS. METAL FALNGE OR AS REQUIRED BY MANUFACTURER 0 WALL MOUNTED EXPLOSION PROOF 175 W METAL 6' GALE VALVE (FLxFLJJ- HALITE FIXTURE NTH LOCKED SWITCH AT MCC. ' • • • • _. N - D STATKOy FOUIDATIaFt • 6' O CL 52 SPOOL ;.. .° ••> " D ° - LOCKING WETWELL ACCESS LID. LID SHALL � CITY OF (LENGTH AS REOMM) + ° _ D •, -., n D ° O AUBURN STANDARD LID PER OTL. SSFC-I. ( " Y• . -e a 8'-0' DNA. • D _ .. °•' • . PLACE WETWELL AND PUMP STATION ON 1' REM•D - PUMP STATION I .... Q CONCRETE PAD FOUNDATION (28' x 15) REINFORCED D• - , D- - •,. ° - - W/ #4 REBAR AT 12' MIN. SPACING. 6' HOPE SIMR 17 NLL FAIN ° •- — TO D TIIE - • - ' 0 CONCRETE PAD (30' x 30') REINFORCED W/,44 ROAR •.-D.L (2) 6' OSgi GE AT 12' MIN SPACING. �� DR / GATE VALVES © 4' DIA. PVC STILLING WELL ANCHORED TO WETWELL 1yEI'CLL - WALL ADJACENT TO LADDER AND POSITIONED TO 'D SUMPW/ ' ACCOMMODATE ORUCK PROBE SENSORS BY SW INC AS PLI Z , REQUIRED. '•° ° - •�° O WETWEU. TO BE EPDXY COATED APPLIED IN A FILM 6- 6" 90' BEND 125't — _ . IMICJ(II=55 OF 6-10 MILS. SF1aFL) PUMPS D / / ALUMINUM OR OTHER NON -CORROSIVE TYPE LADDER. 1 D 9O HIGH WATER ALARM FLOAT/SWITCH 10 LOW WATER ALARM FLOAT/SWTCH 1 • 10 > ,- — ' 17 LB. MAGNESIUM ANODE PACK, 4 EACH, AT a 9 11 APPROXIMATELY 90', SET AT ELEVATION i FOOT BELOW - 4 ° _.. ' - TOP OF PUMP CLAMBER. PROVIDE AT 45' AND 135' •'° ' D ... FROM LADDER. ° . D D (2) 6"22-112- BEND • ( •, 2) 6' SR. SUCTION S WITH GATE VALVES. �.' r • ° °ZFLEXIBLE (2) 462A PUMP NTH 3/60/230-460 0 HP MOTOR 0 1760 RPM 12 CONDUCTORS TO MAGNESIUM ANODE PACKS. PUMP -MOTOR h VEL CONTROLS 0 GRADE COUPLINGS • •' D s -D 13 PROVIDE ASSOCIATED WE COMPANY ZINC PLATED • r ` °' • • - (IF NEEDED) • - • • - r WALL MOAT SLEEVE NTH CURVED BACKPLATE. .p -- 'D • ' D'• ° FASTEN TO OUTSIDE OF DRYWELL PER MANUFACTURERS 6' CAP OR PLUG (AT END OF - ., „ _ ° - •. - . + .. . " RECOMMENDATIONS. HOPE EXTENDED A MNMWAI OF 5' I I O-RING NTH A BEYONDEDGE OF CONCRETE PAD) 23'f - 74 NTHPOLY-WEBBING,ANCHORAGE FOOT I INCH AND CARABMIER. ATTACH TO DRYWELL PER MANUFACTURERS ,y-��M p� �,�p pI ��p TI/� pI SAI�I I A 1 SEWER r VIOIr STA 1 M�� - PUW W� VE SIAMESE HEAD PUMPING PORT RECOMMENDATIONS. �♦� ,�w� pp�p�yy�� RCEMAN P1 M DETAL •/ WATERTIGHT CAPS - (PORT PROVIDE HIGH AND MOH HIGH FLOATS BY SAB IN !� SCALE 1' = 2' TO BE SIZED AND THREADED TO 15 N.7.5. MATCH CITY OF AUSRN'S PUMP WETN_LL. DISCHARGE PIPE FITTINGS). O 16 !✓EMEVAL CRANE SLEEVE. LOCATE BETWEEN I ETWELL .� I 71 AND DRYWELL. SEE DETAIL SHT P7. '.. SERVICE POLE W/TELEPHONE BOX L 5 �WETWELL ACCESS 16 B � PUMP STATION P ti WETTWELL FAN - 8' f PVC PIPE �\�\ ° •• 3' PVC iSPl- 72 f NEIWfiI _ I ,' PIPING (SDR35) 1I 2 UMjP ^ 8' SANITARY 7 SEWER INLET M <' = 5 C"TIONS1 ELEV. = 525.80 UI.DOU ELEV.= 525.20 TIAL 4 3' MIN. - ADAPTER/nnW AS REQURED M. TO 48' 6. O CL 52 SPOOL 1 7 (LENGTH AS REQURED) WE m -,,,-36' f ENTRANCE TUBE. 11 - — ur e�ixDo�Hn 10 R 524.00 ACCESS LADDER _ _ _ _ 1 _ _ _ 1, ° 6'. f- STEEL PIPE .......... . .... 2't 24 J/4 ..- , ELEV = 520.00 • •D D •' '. o 8 O ROARS EQUALLY SPACED AROUND SLOPED BASE OF NETNELL , .; A, .A/,r,t(a :/iA%./�/ A /,• CEMENT CONCRETE TO SPRING LINE OF SUCTION PIPE AND CONTACTING ENTIRE STATION BOTTOM SANITARY SEWER PUMP STATION - ELEVATION VEW SCALE 1" = 2' 0.5' VALVE WRENCH EXTENSION BOX PER CITY OF AUBURN STANDARD . .DETAIL M'AVW-1 (TIP.) 05 ROAR 0 12' O.0 (TYP) OR AS REQUIRED BY STRUCTURAL DONEER NOTE: WETWELL FLOAT/SWITCHES SHALL BE MERCURY WETWELL FLOATS MANUFACTURED BY SO , INC. AND INSTALLED PER S61B. SPECIFICATIONS. NOTE: ALL D.I. PIPE SHALL BE 'SEWER SAFE OR APPROVED EQUAL.' HDPE SDR17 FUSED PIPE FORCE MAIN 190 o M NAME —DATE ' 5--o NOTE CONTRACTOR IS REQUIRED TO HAVE THE CITY OF AUBURN STANDARD NOTES AND STANDARD DETAILS AND SPECIFICATIONS AVAIL48LE ON JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. .11.00 EXPIRES- 11-07-00 RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACTOR' RECORDS BY: DATE: / /c-63 nTLE/PoslnaN: ��eT I CONFIRMED BY CITY DATE: PRO,ECT REF: FAC/ OD-0022 /•/.f/oo THESE PLANS ARE APPROVED FOR CONFORMANCE NTH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS. Approved By. Date Approved: /oJt7�oe n Igg F l U a ITN � m�- arena �, mc n o oYylin !a�2 N 4 3° o � NEa u n �a ILL DATE SEALMD EXPIRES 1-31- PONXEtsF MiANAGM DOOM Wall IWMI DRAWN JM*W q.E{KgiD MATS SEC 5 T 20 N R — PLE NO E UAKHAN D- SOUM DATE 8-23-00 SHEET E90E-E Fi.E NO LAKELAND SO. ozD ic63 350 LB WORM DRIVE WINCH N EFFLUENT ..r 7: _ _ l !1 4: BRASS SUCTION ADAPTOR CAST INTERNAL LUG FEMALE SWIVEL ADAPTOR TO CONVERT 2 1/Y NP 'T' FEMALE TO _ 2 IIT HOSE THREAD, ELKHART MODEL NO.419 OR APPROVED EQUAL roi BRASS PLUG V/ CHAIN, HOSE THREAD, ELKHART MODEL N O.311 OR APPROVED EQUAL. 45- BEND, DI CL-52 SANITARY SEWER PUMP STATION DRY WELL SPEChFICARM (SMITH AND LOVELESS) A PORTION OF THE N.W.1/4 OF SECTION A TOV#W8W 20 NORTH, RANGE 5 EAST, WAIL C r Y OF AUBURN, PIERCE COUNTY. WANTON 3/8' 8'-0' DGA. PINK STATION (2) 6' DISCHARGE GATE VALVES 31 1/8' / \ I SUMP W/ PLAMP 0 PLAN VIEW . A WE WET WELL STAINLESS STEEL LFT CAS CARRIER MANHOLES AND COVERS P - a STAINLESS STEEL BASKET 1 1/2• DIA STAINLESS STEEL (LADE PIPES. (2) REQUIRED PUMP SUCTION • . yy d cdy ��yy//ELEVATION ��LEEV��A TI ON fIww tltl OCKC ATE N.T.S. PERCAST REINFORCED GRADE RING(S) SET IN CEMENT GROUT, MAO" OF 2 GRADE RINGS ALLOWED ON NEW MANHOLES •, CONCRETE COLLAR IB�iE tY I 12' 118' � _ NON -SHRINK GROUT 6 / ,FORCE MAIN I :. : f : • - �_� D.I. CL-52 4' MIN., 8' MAX. 31M PIPE SUPPORT 31 118' \\ (2) 6' STL SUCTION PIPES WITH GATE VALVES. VALVE WRENCH EXIENTION BOX PER CITY OF AUBURN STANDARD DETAIL BNVW-1 (2) 482A PUMP WITH 10 HP MOTO 3/60/230 - 460 V. PINS MoT R ! LEVEL CCN71 moor. momomm 1� DRRYWELL 804007IC - HFVAMN VIEW (8 end U NOT TO SCALE WYE PLUG VALVE DEZUIYK OR APPROVED EQUAL r 'r• r'1 �I r `•rr •r ',r •��r � r r RT OF i SUCTION 1 NOT TO SCALE 6, 1. SEE ENCIEEWS PLANS AND SPECFICATKINS FOR DETAILS OF WET WELL, CONCRETE FOUNDATION, GROUT UNDER STATION, AND ELECTRICAL SERVICE. 2. COPYRIGHT (C) 2000, SMITH R LOVELESS, INC. WIL CONTRACTOR IS REQUIRED TO HAVE THE CITY OF AUBURN STANDARD NOTES AND STANDARD DETAILS AND SPECIACATIONS AVAILABLE ON JOB SITE WHEREVER CONSTRUCTION IS IN PROGRESS. RECORD DRAWING CERTFICA71ON DOOM DRAWWDS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS BY: DATE: RTLE/POSITKN: CONFIRMED BY CITY DATE: THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUNEAENIS. it [RATE BEALm /o a/-uo EVIMS, I-M- tu-�L'0' r �1 HE V H f � 1� OMI1'r/ WR7711�1 o pl4M111 JIIMr CFECM LNTT 4 =0 B_T RM q6E_ ��� ONALRF'a�~2 REND AUAk ANR-,VA1IIN6 DATE J -it-0 EXPIRES 11-07 O SCALE �BNM EVOFt PALE NO AIN LAKELAND SO. 020 /9`3 Tf#LSBL DETAILS SPECIFIED BELOW ARE SPECIFIC TO LAKELAND SOUTH PROJECTS SERVED BY BONNEY LAKE WATER AND LOCA7E0 NTHWN THE LAKELAND SOUTH ANNEXATION AREA. THESE DETAILS MAY BE OBTAINED FROM THE CITY OF BONNEY LAKE OR THE CITY OF AUBURN. THESE DETAILS SHALL BE ON THE JOB SITE WHENEVER WATER CONSTRUC7ION IS IN PROGRESS. WATER MAIN BLOCKING LSBL-1 FARE HYDRANT- LOCATION LSBL-2 FIRE HYDRANT DETAIL LSBL-3 DEDUCT METER LS8L-4 ADJUSAIENT OF UTILITY LSBL-5 1-INCH AND SMALLER WATER SERVICE LSBL-6 1-INCH AND SMALLER WATER SERVICE MATERIAL LIST LSB-6A 2-INCH AIR h VACUUM RELIEF VALVE LSBL-7 2-INCH BLOW -OFF ASSEMBLY LSBL-8 TEMPORARY BLOW -OFF ASSEMBLY LSBL-9 FOR SANITARY SEWER CLEANOUT REFER TO. C.O.A. STD. DEL SSCO-1 WATER PLAN NOTE I. TV CABLE, ELECTRIC AND TELEPHONE LINES SHALL BE IN A TRENCH WTH A WOW HORIZONTAL SEPARATION FROM OTFIER UTILITIES (SEWER, WATER, STORM) BE FIVE FEET. 2. ALL CONSTRUCTION SURVEYING FOR EXTENSIONS OF PUBLIC FACIL177ES. SHALL BE DONE TINDER THE DIRECTION OF A WASHINGTON LICENSED PROFESSIONAL SURVEYOR OR A WASHINGTON LICENSED PROFESSIONAL CIVE ENGINEER. 3. DURING CONSTRUCTION, THE PUBLIC 57REETS ADJACENT TO THIS PROJECT SHALL BE KEPT CLEAN OF ALL MATERIAL DEPOSITS RESLIL77NG FROM ON -SITE CONSTRUCTION, AS DIRECTED BY THE CITY. 4. PIPE FOR WATER MAINS SHALL BE DUCTILE IRON MEETING ANSI SRECIFICARCNS A-21.51 OF LATEST RENSONS AND SHALL BE MINIMUM THICKNESS CLASS 52. PIPE SHALL BE CEMENT -LINED, IN ACCORDANCE WITH ANSI SPEGIfiCAPON A- 21-4 OF LATEST REM510N. 5. ALL WATER MAINS SHALL HAVE WA" COVER OF 42 INCHES, 6. 12" AND UNDER VALVES FOR WATERLINES SHALL BE RESILIENT WEDGE GATE VALVES. VALVES OVER 12" SHALL BE BUTTERFLY VALVES. 7. JOINTS, EXCEPT WHERE 07HERWSE REQUIRED OR SHOWN ON THE DRAWINGS SHALL BE €ITHER. MECNAMCAL-&iLTED..TYPE .Do? PUSH -ON RUBBER..RMG.. GASKET TYPE, CONFORMING TO AMERICAN NATIONAL STANDARD A-21.11. 8. F'EE FIT71NGS: PPE FITTINGS SHALL BE DUCTILE IRON AND SHALL BE THE SAME KIND CE COATING, LINING, AND STRENGTH AS THE PIPE TO WHICH CONNECTED AND STALL CONFORM TO ANSI SPECIFICATION A-21.10 AND A-21.21 OF LATEST REVISION: 9. HYDROSTATIC TESTS OF THE NEW PPE LINE SHALL BE MADE IN ACCORDANCE NTH THE "PROCEDURE FOR WATER -PRESSURE TESTING WATER LkES" AND THE LATEST PROMSONS OF ANNA C-600, EXCEPT. AS MwffD BY IFE CITY OF BONIEY LAKE DEVELONOR POLICIES AND PUBLIC WORKS DESIGN STANONROS, SECTION 4.07(14) AND WREN. ALL EQUIPMENT NECESSARY TO MAKE THE TEST SHALL BE FURNSHED 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 CMWCIICNS TO EXISTING MAINS AT A MOWN TEST PRESSURE BE 200 P9. 10. DISINFECTION OF THE NEW WATER SYSTEM STALL BE REWIRED PRIOR TO CONNECTION TO THE EXISTING WATER LINE AND SHALL -BE IN ACCORDANCE NTH THE LATEST PROW90NS 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, LIES AND METERS SHALL BE PER STANDARD DETAILS LS>L-6 AID LSB--6A. 12. SERVICE LINES SHALL BE A MINIMUM 3/4 INCH AND METERS A MINIMUM OF 314 INCH AND SHALL CONFORM TO THE STANDARD DETAILS LSBL-6 AND LSBL-6A. 13. BLOCKING FOR VERTICAL AND HORIZONTAL BEADS STALL BE PER CITY OF BONNEY LAKE.. STANDARD DETAILS NO, LSD--1.. 14. FIRE HYDRANT ASSEMBLIES SHALL CONFORM TO CITY OF BONNEY LAKE STANDARD DETAILS NO, LS.K-2 AND LSBL-3 AND SIX-MCH PIPES TO HYDRANTS SHALL BE CLASS 52 DUCTILE IRON. 15. CONTRACTOR SHALL OBTAIN ANY NECESSARY WATER METER/SERVICE PERMITS FROM THE WATER PURVEYOR PRIOR TO CONSTRUCTION. 16. ALL VALVE BOXES IN PUBLIC RIGHT-OF-WAY OR EASEMENTS SHALL BE ADJUSTED TO FINAL GRADE AFTER FINAL PANNG IS COMPLETE IN ACCORDANCE NTH THE CITY OF BONNEY LAKE. STANDARD. DETAIL NO. LSBL-5. 17: WAVER SERW aS SMALL BE PER DETAILS LSBL-6 AND LSBL-6A. LOCATION OF WATER SEiRCES SHALL ONLY BE CHANGED AS REQUIRED DURING CONSTRUCTION, WON AUTHORIZATION OF THE CITY. THE CONTRACTOR SHALL NOTIFY THE ENGINEER WHEN THE EXACT LOCATIONS ARE DETERMINED. 18. BLOW -OFF VALVES SMALL BE CONNECTED TO THE WATER MAIN PER LSBL-8 OR LSBL-9 AS APPLICABLE 19. WATERIMS SHALL BE LAD TO THE GRADES AND ELEVATIONS SHOWN ON THE DRAWINGS AND SHALL NOT BE CHANGED WTHOIT CITY APPROVAL. 20, BACKFLOW DEVICES REQUIRED WIN FIRE PROTECTION AND IRRIGATION SYSTEMS, AND TO BE INSTALLED PER THE CITY OF BONNEY LAKE DETAIL NO. LSBL-4 AS APPLICABLE. 21. STREET CURBS SHALL BE PAINTED NTH FORMULA ND-Y1 (YELLOW) 15 FEET EACH SIDE OF ALL FIRE HYDRANTS, AS DIRECTED BY THE CITY. 22. ALL WATER MAINS SHALL HAVE A 9LOW47F ASSEMBLY AT LOW POINT AND AN AIR VACUUM RBEF VALVE AT HIGH PUNT OF MAIN. AIR AND VACUUM RELIEF VALVE SMALL BE PER CITY OF BONNEY LAKE STANDARD DETAL NO. LW-7. BLOWOFF ASSEMBLY SHALL BE PER CITY OF BONNEY LAKE STANDARD DETAIL NO. LSBL-A 23. WATER LIE CONSTRUCTION STALL CONFORM TO CITY CONDITIONS AND STANDARDS FOR EXTENSONS TO THE CITY WATER SYSTEM. CONTRACTOR REQUIRED TO POSSESS THE LATEST REVISION OF SAID STANDARDS DURING CONSTRUCTION. 24, ALL DEFLECTIONS OF DUCTILE IRON PIPE TO BE PER MANUFACTURER'S RECOMMENDA TTONS. 25. REFER TO CO.A. STD. DET GEPT-1 FOR PAVEMENT UTILITY PATCH OETAE. SANITARY SEWER PUMP STATION NOTES AND DETAILS A PORTION OF THE N.W. Ua OF SECTION 5, TOWNSHIP 20 NORTH, RANGE 5 EAST, W.M. CRY OF AUBUFK PIERCE COUNTY, WASIAINal ON (CONTINUED FROM SHEET 1) B. DURING CONSTRUCTION, THE CONTRACTOR SHALL BE REWIRED TO CONTROL ON -Sill STORMWATER 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 SHALT, BE SAW CUT FULL DEPTH WITH STRAIGHT, UNIFORM EDGES 12 INCHES_ (12_I__OUT FROM THE EDGE OF EXCAVATION. ALL JOINTS BETWEEN THE NEW AND ORIGINAL PAVEMENT SHALL BE PAINTED WITH ASPHALT EWXSION (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 INSTALLL, REPLACE, OR RELOCATE ALL SIGNS, AS SHOWN ON THE PLANS OR AS AFFECTED BY CONSTRUCTION, PER THE CITYS STANDARD DETAIL NO. TRSP-1. 13. POWER, CABLE AND TELEPHONE LINES SHALL BE IN 2 TRENCH WITH A MINIMUM HORIZONTAL SEPARAjjIION FROM OTHER UiILI11ES SEWER, WATER, STORM) OF THE FIVE FEET (5'). 74. ALL CONSTRUCTION SURVEYING FOR EXTENSION OF PUBLIC FACILITIES SHALL BE DONE UNDER THE DIRECTION OF A WASHINGTON LICENSED LAND SURVEYOR OR A WASHINGTON LICENSED PROFESSIONAL CIVIL ENGINEER, 15. THE CONTRACTOR KILL BE REQUIRED TO WATER THE SITE AS NECESSARY, i0 REDUCE EMISSIONS AS A RESULT OF CONSTRUCTION ACTIVITY. THE CONTRACTOR SHALL ALSO SWEEP ALL AFFECTED PUBLIC ROADS, AS CEOCNSSTRUCT TOARE DIVE. MUD DEPOSITED AS A RESULT OF PROJECT 16, CERTIFIED DRAWINGS ARE REWIRED PRIOR TO PROIaCT ACCEPTANCE. REFER TO THE CITYS "RECORD CONSTRUCTION DRAWINGS REQUIREMENT. 17. FOR MANHOLE AND CATCH BASIN RIM ADJUSTMENT, MAXIMUM ADJUSTMENT WITH BRICK OF RIMS AND CASTINGS SHALL BE 14 INCHES (14") WITHOUT ADDING NEW SECTIONS. 18. ALL MANHOLES CATCH BASINS ANO VALVES IN PUBLIC RIGHTS -OF -WAY OR EASEMENTS SHALL AE ADJ151ID ASTER ASPHALT PANNG, AND CONFORM TO THE gTYS STANDARD ADJUSTMENT DETAIL N0. STFG-i. ALL UTILITY CASTINGS OUTSIDE OF PAVED AREAS SHALL BE INSTALLED KITH 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 PPE TO MANHOLES OR CATCH BASINS. 20. THE MAXIMUM LAYING LENGTHS SHALL NOT EXCEED 12'6" FOR SDR 21 OR 35 PIPE. MMWS BEDDING DDRR(X,R S ES ((6� MINIMUM RTILE IRON RTTO SIX INCHEBE S�(g6INCH WMNINUM OVER THE PIPE, AS PER TFIE CITY OF AUBURN STANDARD RETAIL N0. GEPT-2. 22. REFER TO AUBURN STANDARD TRENCH EXCAVATION AND BACKFILL DETAIL NOS. GEPT-1 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. PPE UL BACXFXL MATERIAL WITHIN THE UWVED RIGHT-OF-WAY SHALL BE 5 8 I CH MINUS CRUSHED ROCK WHEN CONNECTION IS RERRENDIC AR TO THE CITY STREET, AS PER CITY OF AUBURN STANDARD DETAIL GEPT-1. 25. CONSTRUCTION OF PROPOSED IMPROVEMENTS SHALL BE IN ACCORDANCE WITH APPROVED PUNS ANY CHANGES FROM THE APPROVED PLAN WILL REWIRE APPROVAL FROM THE OWNER, ENGINEER AND THE CITY CE AUBURN. 1. ON -SITE EROSION CONTROL MEASURES SHALL BE THE RESPONSIBILITY OF THE DEVELOPER. ANY PROBLEMS OCCURRING BEFORE FINAL ACCEPTANCE OF THE PROJECT BY THE MUNICPAUTY SHALL BE CORRECTED BY THE APPLICANT AND/OR THE CONTRACTOR. 2. IN CASE EROSION OR SEDIMENTATION OCCURS TO ADJACENT PROPERTY, ALL CONSTRUCTION WORK NTHIN THE DEVELOPMENT THAT WILL AGGRAVATE THE SITUATION MUST CEASE AND THE APPUCAT/CONTRACTOR SHALL IMMEDIATELY COMMENCE RESTORATION OR MITIGATION MEASURES RESTORATION ACTIVITY SHALL CONTINUE UNTIL SUCH TIME AS THE PROBLEM IS RECTIFIED. 3. ALL EROSION AND SEDIMENTATON CONTROL DEVICES SHOWN ON THIS DRAWING SHALL BE INSTALLED PRIOR TO OR AT THE FIRST STAGE OF SITE PREPARATION. 4. SHOULD THE TEMPORARY EROSION AND SEDIMENTATION CONTROL MEASURES, AS SHOWN ON THIS DRAWING, NOT PROVE ADEQUATE TO CONTROL EROSION AND SEDIMENTATION, THE APPLICANT/CONTRACTOR SHALL INSTALL ADDITIONAL FACUTES AS NECESSARY TO PROTECT ADJACENT PROPERTIES, SENSITIVE AREAS, NATURAL WATER COURSES, AND/OR STORM DRAINAGE SYSTEMS. 5. IN ANY AREA WHICH HAS BEEN STRIPPED OF VEGETATION OR EXPERIENCED LAND DISTURBING ACTMIES AND WHERE NO FURTHER WORK IN ANTICIPATED FOR A PERIOD EXCEEDING THE LISTED CRITERIA, ALL DISTURBED AREAS MUST BE IMMEDIATELY STABILIZED NTH MULCHING, GRASS PLANINHG, OR OTHER APPROVED EROSION CONTROL TREATMENT APPLICABLE TO THE TIME OF YEAR IN QUESTION. GRASS SEEDING ALONE WILL BE ACCEPTABLE ONLY DURING THE MONTHS OF APRIL THROUGH SEPTEMBER, INCLU9VE. SEEDING MAY PROCEED, HOWEVER, WHENEVER IT IS IN THE INTEREST OF THE APPLICANT/CONTRACTOR, BUT MUST BE AUGMENTED NTH MULCHING, NETTING, OR OTHER TREATMENT. 6. THE PROJECT ENGINEER OR PROJECT SURVEYOR WILL BE RESPONSIBLE FOR FIELD LOCATING THE CLEARING LIMITS AND ESTABJSING THOSE BOUNDARIES NTH BRIGHT COLORED FLAGGING. THE CONTRACTOR SHALL CLEAR TO THE LIMITS AS ESTABLISHED ON THIS PLAN AND AS FLAGGED IN THE FIELD. 7. ALL NECESSARY FACILITIES SHALL BE MAINTAINED ON SITE TO PREVENT DEBRIS, DUST, AND MUD FROM ACCUMULATING ON THE PUBIC RIGHT-OF-WAY. 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 AWACENT 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 BE REQUIRED AS STUA710NS WARRANT DURING CONSTRUCTION. THE IMPLEMENTATION, MAINTENANCE, REPLACEMENT AND ADDITIONS TO THESE CONTROL SYSTEMS SHALL BE THE RESPONSIBILITY OF THE PERMITTEE. 3. THE DETENTION (RETENTION IF INFILTRATION SYSTEM IS USED) CONTROL POND SHALL REMAIN IN PLACE UNTIL THE PERMANENT STORM SYSTEM IS IN PLACE AND OPERATIONAL. 4. THE TEMPORARY EROSION CONTROL FACILITIES, INCLUDING ALL PERIMETER CONTROLS, SHALL REMAIN IN PLACE UNTIL FINAL SITE CONSTRUCTION IS COMPLETED AND APPROVAL HAS BEEN RECEIVED FROM THE CITY. 5. ALL AREAS OF ACTIVE EARTHWORK WHICH HAVE THE POTENTIAL FOR EROSION AND SEDIMENTATION IMPACTS ON ADJACENT PROPERTY AND DRAINAGE WAYS MUST BE STABILIZED ACCORDING TO THE FOLLOWING SCHEDULE: FROM APRIL i TO SEPTEMBER 30, AREAS AT FINAL GRADE AND THOSE WHICH ARE SCHEDULED TO REMAIN UNWORKED FOR MORE THAN 30 DAYS, SHALL BE STABILIZED WITHIN 70 DAYS. FROM OCTOBER 1. TO MARCH 31, EARTHWORK ACTIVITIES SHALL BE CONDUCTED IN STAGES IN ORDER TO MINIMIZE SOIL EXPOSURE. EXPOSED SOILS WITH AN AREA GREATER THAN 5,000 SQUARE FEET ARE SCHEDULED TO REMAIN UNWORKED FOR MORE THAN 24 HOURS AND EXPOSED AREAS OF LESS THAN 5,000 SQUARE FEET THAT WILL REMAIN UNWORKED FOR MORE THAN 7 DAYS SHALL BE STABMJZED- IMMEDIATELY. 6. THE PROJECT ENGINEER OR PROJECT SURVEYOR WILL BE RESPONSIBLE FOR FIELD LOCATING THE CLEARING LIMITS AND ESTABLISHING THOSE BOUNDARIES WITH BRIGHT COLORED FLAGGING. THE CONTRACTOR SHALL CLEAR TO THE LINTS AS ESTABLISHED ON THIS PLAN AND AS FLAGGED IN THE FIELD. 7. ALL NECESSARY FACILITIES SHALL BE MAINTAINED ON SITE TO PREVENT DEBRIS, DUST, AND MUD FROM ACCUMULATING ON THE PUBLIC RIGHT-OF-WAY. SAWARY aavm COHMUCTION NOTE UNLESS OTHERWISE APPROVED, ALL CONNECTIONS TO EXISTING SEWER MAIN WTH NEW TEES SHALL BE DONE BY THE CITY OF AUBURN. THE CONTRACTOR SHALL BE RESPONSIBLE FOR TRENCH AND PAVEMENT EXCAVATION, PPE INSTALLATION, BACKFILL AND PAVEMENT RESTORATION IF APPLICABLE. 1. ALL PIPES SHALL CONSTRUCTED IN TRENCHES MEETING CITY OF AUBURN DEPARTMEN OF PUBLIC WORKS TYPICAL PIPE TRENCH STANDARD DETAIL G€PT-2. 2. ROCK WALLS (IF ANY SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF AUBURN DEPARTMENT OF PUBIC WORKS STANDARD ROCK WALL DETAIL GERW-1. 4l; CONTRACTOR IS REQUIRED TO HAVE THE CITY OF AUBURN STANDARD NOTES AND STANDARD DETAILS AND SPECIFICATIONS AVAILABLE ON IOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS, 15' MIN. 2% COMPACTED SUBGRADE FOR WATER ONLY SELECT OR NATIVE T BACKFILL, COMPACT OF MAX. DENSITY IN OF WAY. (SEE NOTE 6' MIN OR TO TOP OF TRENCH, WHICHEVER IS LESS 8" 0 PVC SDR35 GRAVITY SEWER T SPECIFIED BEDDING MATERIAL, SEE CITY OF AUBURN STD. DETAIL GEPT-2 6" MINIMUM COMPACTED DEPTH CRUSHED SURFACING TOP COURSE 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 NOTES: DETECTOR TAPE - NTH TRACE MIRE 6' MAX T DEPTH VARIES Pgi:DNil L :Iii�F. �-4" f HOPE SDR-17 2' FUSED PIPE MIN. FORCE MAIN 1. MAXIMUM WIDTH OF TRENCH AT TOP OF PPE *30 INCHES FOR PIPE UP TO AND INCLUDING 12 NOMINAL DIAMETER. *O.D. PLUS 16 INCHES FOR PPE LARGER THAN 12" NOMINAL DIAMETER. 2. IN PAVED AREAS USE CRUSHED ROCK BACKFILL $FULL DEPTH OF TRENCH WHERE SEWER MAIN CROSSES PERPENDICULAR TO THE TRAVELED LANE OR DRIVEWAY. *TOP FOUR FEET WHERE SEWER MAIN RUNS PARALLEL TO THE TRAVELED LANE, UNLESS EXISTING MATERIAL IS DETERMINED BY THE ENGINEER TO BE SUITABLE FOR BACKRI. 3. TRENCH BACKFILL BELOW TOP FOUR FEET SHALL BE NATIVE MATERIALS OR AS REWIRED BY THE SPECIFICATIONS. RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONIWICTOR'S CONSTRUCTION RECORDS BY: DATE: TITLE/POSITION: CONFIRMED BY CITY DATE: �- • 2' 1 1' 1 1' A 1 e I i I I ` I I I I I I CONNECT TO CONCRETE AS SPECIFIED BY MANUFACTURER WALL MOUNT SLEEVE THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS. Date Approved: -000 MINN 11111 02 D / 663 �NORMALEMERGENCY I D I GEN RUN F GEN ALARMLOW FUEL WET WELL LIGHTING , EXPLOSION,1PROOF HOUSING I I I � / I I RUCK I 1290 I I P20N0 I P40N❑ IL — IN WET WELL — J Cl C2 I C4 I I IN DRY WELL — F S&L SMOKE I Q1 INTRUSION CONTROLPANEL I OPERATOR ° IN TROUBLE FLOOD I 01 IVALVE #1 LS-1 0� l � 1 HALVE #2LS-2 TL I I C5 IPUMP #1 CYCLE, I (PUMP #2 CYCLE° L— — — — — — — — — — — — MCC ENCLOSURE — _ PLC I/❑ IX X IX X I X ---------------- I LOW Y SAFL J-aun UL-913 WET WELL LEVEL 4-20 roA WX CR OVER RIDE x ISR CR II CR W CR PUMP 1 ALL SYSTEMS GOOD Y � PUMP 2 PHASE A WX ISR TR I TR CT PHASE B WX XFMR PHASE C WX i x PUMP CONTROL - TYPICAL OF 2 CALL Y H ❑ A OL'S R FAIL Y H 2 M N I I` I PLC I + i G` RUN X I I I M AUX I OL x CR I I I OL I IN AUTO x I RESET ANODE 0 1 X METER SMOKE 24 VDC 120 VAC POWER SUPPLY OFF ON TOR r CPU/PS DV-1000 I ITTERIE BASIC LPU 7ROJECT REF: FAr� Dp DDzz •/ //� TO BY: DATE: TIRE/POS11IOM: Cps BY CITY DATE: 01 EQUIPMENT PROVIDED BY OTHERS, NOT INCLUDED IN S&B PROPOSAL REUSEOF DOCUAIEHT REV. .SCALE EMGR As document contains D RWN JRB 4-28-00 ASMB Formation, Kleo.s and des M PROJECT •oprletary to S6B Inc. 13200 S.E. 30tn SL CITY AUBURN. WA 51s ray not be reproduced Belbvw, N'oehMgton >it005 any form without (425)844-1700 Fmc )746-8312 DRAWING NUMBER ^Itten consent 20BBSLB �, TITLE BLOCK DIAGRAM FILE N0,1 11586B34 D 11586 13 PBDt 9 LAKELAND DIV 3 PHASE 6 REv LAST- - 04/28/00 -, ou LIFT STATION CONTROL CIRCUITS SIZE JOB NIIM�R KEY SHEET D1D IG6,' P1 DISCONNECT OFF _ ON a, P4 ING P5 P6 ATS 0 SET RECORD DRAWNG M'SE DRAWS C CONTRACTOR'S CONS1 ev. MCC �^ 480V 30 4W 22K AIC 100A P7 I 15A 30A 30A 20A POWER METER p 0 �1 �175 KVA PNL-1 P8 PSI 3/4 60 BLOWER DATE: TITLE/POSITION: COIFAED BY CITY DATE: PROJECT REF: FAO/ 00-0022 .•/.s/•e Z TWSE PUNS ARE APPR0IED FOR CONFORMANCE KITH THE CITY OF ALRRN'S ENGIEERMG DIVISION REDUIREAENTS. Approved By. Dote Approved: e (D EQUIPMENT PROVIDED BY OTHERS, NOT INCLUDED IN S&B PROPOSAL 0,1 DI to43