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HomeMy WebLinkAbout02D1664F_ t _ w, �I_JI *Jlo THAT PORTION OF THE NORTHEAST QUARTER OF SECTOR 6, TOWNSHIP 20 NORTH, RANGE 5 EAST, W.M. AND THAT PORTION OF THE NORTHWEST QUARTER OF SECTION 5, TOWNSHIP 20 NORTH, RANGE 5 EAST, W.M. IN PIERCE COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHEAST CORNER OF SECTION C TOWNSHIP 20 NORTH, RANGE 5 EAST, AS SHOWN IN RECORD OF SURVEY NAM 8007280259; THEM ALONG THE NORTH LINE OF SAID SECTION NORIN 8834'43" '.0 A DISTANCE OF 19.43 FEET TO THE NORTHWEST COMM, TIE CI!%C� ALONG SAID NORTH LIE IN 883443' WEST A DISTANCE OF 7LFI81 NEST TO A POINT ON CURVE; THENCE ON A CURVE TO THE RIGHT MEN A 1030.00 FOOT RADIUS, THE CENTER OF WHICH LIES NORTH 73'4120' WEST, THROUGH A CENTRAL ANGLE OF 005640, AN ARC DISTANCE OF 16.98 FEET; THENCE CONTINUING ON A CURVE TO THE RIGHT WITH A RADIUS OF 430.00 FEET, THE CENTER OF WHICH LIES NORTH 72'44'40' WEST, THROUGH A CENTRAL ANGLE OF 37*444D', AN ARC DISTANCE OF 283.27 FEET; THENCE SOUTH 55'00'00' WEST A DISTANCE OF 166.23 FEET; THENCE SOUTH 53V527- WEST A DISTANCE OF 150.08E THENCE SOUTH 55WOO' WEST A DISTANCE OF 206.98 FEET, THENCE ON A CURVE TO THE LEFT WITH A RADIUS OF 35.00 FEE THE CENTER OF WHICH LIES SOUTH 35WW EAST, THROUGH A CENTRAL ANGLE OF 8417048', AN ARC DISTANCE OF 51.49 FEET; THENCE SOUTH 2917'46' EAST A DISTANCE OF 10.16 FEET; THENCE A CURVE TO THE ROT NTH A RADIUS OF 771.00 FEET, THE CENTER OF WHICH LIES SOUTH 60'42'14' WEST, THROUGH A CENTRAL ANGLE OF 1431'22, AN ARC DISTANCE OF 195.43 FEET; THENCE SOUTH 14'46'24' EAST A DISTANCE OF 1430.60 FEET TO THE TRUE POINT OF BEGIN NINQ, THENCE NORTH 75T J014W STANCE OF THENCE ON A CURVE TO THE MW WFh4 A' OF 1970.06 CENTER OF WHICH LIES SOUTH 14'4624' EAST, 7HR000H A CENTRAL ANGLE OF 04'4624, AN ARC DISTANCE OF 164.12 FEET; THENCE NORTH SO'00'00' EAST A DISTANCE OF 5QQ OD FEET; (FENCE NORTH IODO'00' WEST A DISTANCE OF MOO FEET; THENCE NORTH 4130'00' EAST A DISTANCE OF 240.00 FEET; THENCE NORTH 5730'00" EAST A DISTANCE OF 150.00 FEET TO THE SOUTHWEST CORNIER OF GOVERNMENT LOT 4 OF SECTION 5 AS SHOWN ON PAG ONE OF RECORD OF SURVEY 81W728OZ59; THENCE NORTH 6954'50" EAST ALONG THE SOUTH LINE OF GOV£RI'IAENT LOTS 3 AND 4 OF SAID SECTION 5 A DfSTAKE OF 1638.38 FEET; THENCE SOUTH 03R6'36' WEST A DISTANCE OF 48.22 FEET; THENCE SOUTH 31VIW WEST A DISTANCE OF 20.64 FEET; THENCE SOUTH 2416'49' EAST A DISTANCE OF 21.34 FEET TO A POINT ON A CURVE; THENCE ON A CURVE TO THE LEFT WITH A RADIUS OF 100,00 FEET, CENTER OF WHICH BE SOUTH 385541' EAST THROUGH A CENTRAL ANGLE OF 12734'07', AN ARC DISTANCE OF 222.65 FEET; THENCE SOUTH 78'P9'49' EAST A DISTANCE OF 18.99 FEET TO A POINT ON A CURVE; THENCE ON A CURIE TO THE LEFT WIN A RADIUS OF 100.00 FEET, THE CENTER OF WHICH LIES SOUTH 74'00'49' EAST, THROUGH A CENTRAL ANGLE OF 752630', AN ARC DISTANCE OF 131.67 FEET, THENCE SOUTH 13'49'52' EAST A DISTANCE OF R60 FEET; THOU SOUTH "23' EAST A DISTANCE OF M47 FEET; THENCE SOUTH 2420'35' EAST A DISTANCE 20.88 FEET; THENCE SOUTH 4531'31' EAST A DISTANCE OF 63.43 FEET; THENCE SOUTH 63'47'35' WEST A DISTANCE OF 44.14 FEET; PENCE SOUTH OT8'I9' EAST A DISTANCE OF 111.57 FEET; THENCE SOUTH 29'IY48" EAST A DISTANCE OF 5.34 FEET; THENCE SOUTH 0411'06' WEST A DISTANCE OF 17.53 FEET TO THE SOUTH LINEOF THE NORTH HALF OF THE SOUTH HALF OF SAID NORTHWEST QUARTER; THENCE SOUTH 8932'03' WEST ALONG SAID SOUTH LINE LA DISTANCE OF 118252 FEET TO THE WEST LINE OF THE SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER OF SAD NORTHWEST QUARTER; LINE THENCE SOUTH OM'23' WEST ALONG SAID WEST LA DISTANCE OF 673.81 FEET TO THE SOUTH LIE OF SAID NORTHWEST QUARTER THENCE SOU 08 89'03' WEST ALONG SAID SOUTH LIE A DISTANCE OF 656.14 FEET TO THE SOUTHEAST CORNER OF IE NORTHEAST QUAR7R OF SAID SECTION 6; THOUNORTH 883436' WEST ALONG THE SOUTH LINE OF SAID NORTHEAST QUARTER A DISTANCE OF 521LOO FEET; THENCE NORTH 0217000' WEST A DISTANCE OF 143.00 FEET; THENCE NORTH 08'39'24' WEST A DISTANCE OF 229.04 FEET, THENCE SOUTH 77D0'00' WEST A DISTANCE OF 349.00 FEET; THENCE NORTH 14'4624' WEST A DISTANCE OF 26S00 FEET; THENCE NORTH 75133HE TRUE POINT 8200 FEET TO TPOINT OF BEGINNING. DIVISION 3, PH. 3,4, and 5 at LAKELAND COVER SHEET A PORTION OF S.E.114 OF THE NE114 SECTION 6, AND THE S.W.114 OF THE HEW. 114 9EC71ON 5 GRAPHIC SCALE TOWNSW 20 NORTH, RANGE 5 EAST' WAA. CITY OF Al1BUK PIEFICE COUNTY, WA9HINGTON w 0 50 100 Z00 OWNER/OEVELOPER: EVERGREEN NCq PARTNERS, LLC 1302 B PUYALLUP STREET SUMMER, WASHINGTON 98399 ( IN FEET ) 1 inch = 100 ft. CONSTRUCTION SEQUENCE 1. CALL ONE -CALL LOCATE FOR THE LOCATION OF EXISTING UTILITIES IN AREAS CRITICAL TO DESIGN (1-800-424-5555). 2. HOD PRECONSTRUCTION CONFERENCE, CALL CITY OF AUBURN. ND 3. INSTALL TEMPORARY EROSION ASEDIMENT CONTROL MEASURES AS IDENTIFIED ON BEET 2 R 3 AND BY THE TESC CONSTRUCTION SEQUENCE ON SHEET 2 & 3. C CALL CITY OF AUBURN FOR TESC INSPECTION. 5. CONTRACTOR AND DEVELOPER WILL BE RESPONSIBLE FOR ADDITIONAL EROSION CONTROL MEASURES AS NECESSARY. 6, INSTALL SEWER SYSTEM. 7. INSTALL STORM SYSTEM. 8. INSTALL ALL OTHER UTILITIES9. CLEAN CATCH BASINS BY REMOVING SEDIMENT AND OEBIBS, 10. HYDROSEE/D ALL SLOPES AND OTHER AREAS TO REMAIN UNWORRIED. 11. PAW SITE 12. VERIFY STABILIZATION OF SITE. 13. CALL CITY OF AUBURN FOR SITE INSPECTION. 8 L \ aw u. I PROPOSED ASPHALTIC PAVEMENT Amu. 1 aAu PL]R� I 11 PROPOSED (FN1El81NH 11 �1 /\ ICI 1, - - - - - - - - _ PROPOSED EASEMENT \ m v I 's a` \ PROPOSED FLOWFNE 1 \\32 \\\,A- THE 1 \ 1 \ \ 1 I 1 1 \ \ 1 1 1 \ 1 ,w1■ralc iE111RHOMt70D\ �' \ tea. ul a/ 44 \ \ 1s 1` \ 6 ' \ SY W. / PROPOSED ROOF DRAIN33 \ 1 EXISTING STORM DRAIN TYPE N CATCH BASIN 1, \ EXISTING CATCH BASIN 1 \ 411= SANITARY SFWFR :/,'"- F `I \I at -/ / 3 i PROPOSED CATCH CIVIL ENGINEER. APEX ENGINEERING PLLC 2601 SOUTH 367H STREET, SUITE 200 TACOMA, WASHINGTON 98109 PHONE (253) 473-4494 FAX (253) 473-05" GE07ECNNWAL ENGINEER* ASSOCIATED EARTH SCIENCES 724 ERI KSON AVENUE N.E., j204 BAINBRIDGE ISLAND, WASHINGTON 96110 PHONE (206) 780-9370 FAX (206) 78D-9438 DATUM NA027 (CITY OF AUBURN) BENCHMARK BRASS MIN. AT, SE CORNER OF B.N.R.R. BRIDGE SPANNING THE STUCK (WHITE RIVER) (REFERRED TO UNDER PIERCE COUNTY DATUM AS B.M. 0-11 (USGS) SID. DISK STAMPED '100 1913E ELEVATION - 100.42 (CITY OF AUBURN) T.B.M. CENTER OF SANITARY SEWER MANHOLE LUD 5' NORTH AND 6' WEST INTERSECTION OF EVERGREEN WAY S.E. AND 58TH PL S.E. ELEVATION 57250 (AUBURN) _____-too ST. as20 42 Y17 1111v 1 s aAv 1 43 41 i am9f \ \ --�- 48 10 , \ \ SAY L I I 22 1M V. / / `\\\ n 16 -"a. 47 1.- I 30 1 aw ar / N 23 \1 46 2 I141 ndw ¢ II II 19am a ` / 3 \ 3 /`� 24 4 37 ` I ` 36 34 32 \ I 28 `, Z7 31 / N �,- / 3B \ 6 V \ rmu mwu \ / / / / \ \ I U U �07 \ I 26 30 / g \ a.. 40,1 1100 I I 27 17 \ 1 \38pa v. 2i M 26 1 is 10 / \\�`�. I I I 66 am V. �- 1 aaw s/ PROPOSED STOF , .,TIN TYPE II CATCH BASIN�- PROPOSED SANITARY SEWER MANHOLE 1 PROPOSED ROOF DRAIN CHEW OUT 1 1 1 � >� u Ilmv PROPOSED TEE I I V\ PROPOSED HORIZONTAL BED aaai/SaGa�Wa/ PROPOSED AR RELEASE VALVE PROPOSED FIRE HYDRANT PROPOSED GATE VALVE PROPOSED WATER METER II I PROPOSED MONUMENT 1 CUT - 37,500t CY FILL - 23,000t CY NET - 14,500t CY CUT NOTE THE ABOVE QUANTITIES ARE ESTIMATES ONLY. THEY ARE INTENDED FOR THE PSI ITTI G PROCESS DO NIT USE FOR BID PURPOSES. 2 1 am sr I I 4aw v. 20 1 103 1 1 r 3 24 22 21 / 23 a?v \ \ I I II// / \ ,µ. 104 1 aaa1. _ I I82 ,84 / \ / // /^ \ aa. ss. 1"^ I so 1 sn I 1 ss 1 1 1 aw, ss. / /�/ raly I /\ 1 11 of -- 1 ma I Ei� 1 I -VI I Iu I . �\ \ 85 1 as v am v Swe v Ss� v un v. Sm v amY \ / 151 57 qq ��yJ e� aa. ss. �s 7Ir IIr TIt �'1YI `\y/ 152 I N,ni ✓��:iV I / fao \ `1 I -w� 1 I �r 1�I\ 72 I aw v. aaw ss. 1 aA v. 1 a aw V. 1 40 1 61 I 62 1 03 1 64 1 � , � I Q% I W I � 1 70 1 � ss aA ss I Mar I mar. , 4w>v , S u' I am sr , X&P1I. I am v. I as V. , SM SF , an ar Y \ a 1 I WAX0111LN 1 11 VI E V/'- NOTE I f'1-800-424-555 I I BURIED UTILITIES ARE SHOWN AS INDICATED ON RECORD 1 I I MAPS FURNISUED BY OTHERS AND VERIFIED WHERE 1 I POSSIBLE BY FEATURES LOCATED IN THE FIELD. APEX ENONEERING, ASSUMES NO LIABILITY FOR THE ACCURACY OF THOSE RECORDS OR FOR THE FINAL LOCATION OF EXIS77NG 071LI7ES IN AREAS CRITICAL TO THE DESIGN. `��78 77 74 m 76 / One ss. 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. PAC,RC LINGSON RD 3RD AVE SE a ST 8TH S7 E 520 S ! .SM E �I xl z' �1 of ml - Ni <I I I PL93CE COUNTY rl I I % .\ ql LAKE TAPPS I ViCNWTY MAP SCALE 1' = 1/4 MILE SHEET INDEX SHEET 1 COVER BEET SHEET 2 GRADING A: LE.S.C. PUN SHEET 3 GRADING h TESC. PUN SHEET 4 ROAD 4 STORM DRAINAGE. PUN (NATHAN AVE.) O SHEET 5 ROAD & STORM DRAINAGE PLAN (NATHAN AVE.) SHEET 6 ROAD R STORM DRAINAGE PLAN (64TH ST. SE) SHEET 7 ROAD NE STORM DRAINAGE PLAN (64TH ST SE) O SHEET 8 ROAD Nk STORM DRAINAGE PLAN (64TH ST. S.E.) O SHEET 9 ROAD h STORM DRAINAGE PLAN (62ND CT S.E.) SHEET 10 ROAD h STORM DRAINAGE PUN (63RD PL SE) SHEET 11 ROAD d STORM DRAINAGE PLAN (6,W CT. SE.) 9EET 12 ROAD IE STORM DRAINAGE PLAN (64TH CT. SE.) SHEET 13 ROAD t STORM DRAINAGE PLAN (64PL. IEEE 14 ROAD k STORM DRAINAGE PLAN (PERRY Y AVE. S. SE.) O O 9HE7 15 ROAD R STORM DRAINAGE PLAN (PERRY AVE. SE) SHEET 16 ROAD R SRORM DRAINAGE PLAN (REBECCA CT. SE.) BEET 17 INTERSECTION DETAILS BED ET 18 INTERSECTION DETAILS SHEET 19 INTERSECTION DETAILS BEET 20 SANITARY SEWER AND WATER PLAN (NATHAN AVE) 9EET 21 SANITARY SEWER AND WATER PLAN (NATHAN AVE) 9EET 22 SANITARY SEWER AND WATER PLAN (64TH ST SO SHEET 23 SANITARY SEWER AND WATER PLAN (64TH ST. SE) ❑ BEET 24 SANITARY SEWER AND WATER PLAN (64TH ST S.E) SHEET 25 SANITARY SEWER AND WATER PUN (62ND CT. S.E.) SHEET 26 SANITARY SEWER AND WATER PLAN (63R0 PL S.E.) SLEET 27 SANITARY SEWER AND WATER PLAN (63RD CT SE.) BEET 28 SANITARY SEWER AND WATER PLAN (647H CT,. SE.) 9EET 29 SANITARY SEWER AND WATER PLAN (64TH PL SE) BEET 30 SANITARY SEWER AND WATER PLAN (PERRY AVE. SE) SHEET 31 SANITARY SEWER AND WATER PLAN (PERRY AVE. SE) BEET 32 SANITARY SEVER AND WATER PLAN (REBECCA CT S.E.) SHEET 33 ROAD & STOW NOTES AND DETAILS a 9HET 34 GRADING / TES.C. NOTES AND DETAILS SHEET 35 WJDIG / T.E.S.C. NOTES AND DETAILS SHUT 36 SANITARY SEWER AND WATER NOTES/bETA►S SHEET R MASTER LOT AREA MAP SHEET 38 MAILBOX AND SIG AG;E PUN LL SHEET 39 COMPOSITE UTILITY PLAN Q V 0 M NAMED -DATE -ZI"o3 RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE caNTR TOR's c raucnoN RECORDS BY: DATE: - TITLE/POSITION: ' tr_'4MOn a: e CONFIRMED BY CITY DATE: PROJECT REF. - THESE PUNS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS. n n / Approved By. 1 J.t.� 5+� Date Approved: Yb/les. 2 a c t I Q {Ge S a N En W U DATE SEALED EXPIRES- 1-31- Q Z PROJECT MANACIER . 9W WAKaED DeMM DRAWN BAD. and LFAI ChCOt® ALE. WC 40 T 40N R 5 E FILE NO L VA(SAND-S0\26064 DATE 12MM SCALE E-W SHEET 1 OFF FILE NO -26064 �LAKELAND SO.. �k- G? I511 02014H 0 9V , r T.E.S.C. CONSTRUCTION SEQUENCE DIVISION 3, PH. 3,4, and 5 at LAKELAND m I.PEx 1. INSTALL CONSTRUCTION ENTRANCES AND PERIMETER GRADING AND T.E.S.C. FILTER FENCE 2. PROVIDE INTERIM CATCH BASIN PROTECTION FOR ALL A PORTION OF 3.E.1/4 OF THE N.E. 1/4 SECTION 6 AND THE 3.W. 1/4 OF THE N.W.1/4 SECTION 5 NOTE: TEMPORARY CULVERTS SHALL BE ADS-N12, D EXISTING DRAINAGE STRUCTURES ONSITE AND ADJACENT CONCRETE, OR OTHER MATERIAL APPROVED BY TO SITE. TOWNSHIP 20 NORTH, RANGE 5 EAST, W.M. CrrY OF AUBURN, PIERCE COUNTY WASHINGTON ENGINEER. 3. CLEAR AND GRUB SEDIMENT POND AREA. + 4. CONSTRUCT SEDIMENT POND AND ASSOCIATED FACILITIES. 5. CLEAR AND GRUB SITE AREA. 6. INSTALL INTERCEPTOR SWALES AND TEMPORARY CULVERTS 1 1 GRAPHIC SCALE — — _ = 11 LEGEND AND DIRECT DRAINAGE 70 SEDIMENT POND. _ — � Ll��11 40 10 40 7. GRADE SITE PER APPROVED GRADING PLAN. 8. �\ \` CONSTRUCTION ENTRANCE PER DETAIL SHE 34 p PROVIDE CATCH BASIN INLET PROTECTION ONCE STORM SYSTEM _ IS CONSTRUCTED. %� \\� ( IN FEET) 9. GRADE (FILL) SEDIMENT POND AND SWALE AREAS . + \ \ \ 1 1 inch = 40 ft. 10. AFTER CONSTRUCTION IS COMPLETE AND SITE STABILIZED, ' — �-+ 1\ / \ \ \I y,/\ , ` -- — FO FILTER FABRIC FENCE PER DETAIL PER 34 REMOVE REMAINING EROSION CONTROL MEASURES. IDS TEMPORARY INTERCEPTOR SWALE PER DETAIL SHi 34 — / '— \ `, \ '4 / 3 CLEARING LIMITS (COINCIDENTAL M7H PROPERTY 5 BOUNDARY UNLESS OTHERWISE NOTED) o PROPOSED FINISH GRADE CONTOUR `I I 1----:s---- EXISTING GRADE CONTOUR \ / 1 \ r s \ \ \ \ l / ' _ _ 1 1 �� �I 1 \ 571.00 TEMPORARY SWALE SPOT ELEVATION CB #ZZ — _ _ f \ J �Q ''— -� \-32 �_ ,` \ v RIP RAP (6'- 8' QUARRY BALLS) / 2 CATCH BASIN INLET PROTECTION \/ r �/ D1 n \ 1 IP TYP 51 EXIST. CB 1 1\ 1 C 50 48 / / i// EX13T. CIS \ / \ \ i 020 0 4 \ \` '' 1 /� I B ' 1 —ce 16 IP C �f28 \ — � ' \ �37 r.1(MAX.) \ / \ A� I 2:1 Cs MR CBS #IB / 1 \ �\ ,` \ J 14 / ��-' i - Cs #35 27 (MAX) -ate 24 \ I F 2:1 (MAX - - i �05 ( 104 �I �I 102 ( 100 1 99 ,i \ �� ram\ \ \ 23 \ 1 _ — I IP I TEMPORARY it TII ------ Bof LF)KA 63 j� , t RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS BY. DATE TITIE/POSIDON: CONFIRMED BY CITY DATE: PROJECT REF: FAC / 98-0023 y/iz/en y THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMEN TS. /7 Approved By. O tll S.X.Co Date Approved: z4 / 76 0 0 o s s o C a a N n w � � (+j U cd Uj W U Z F— wZF- ui Q �— 9. `o � 2 QYQ p Ua�r 2gz s w0 E Lu cc O a 0 Cc LIJ H w Z w U DATE SEALED EXPIRES 1-31- Q PROJECT MANAGER JEFW WAK9$D DEEM SIT DRANM SRD. w1d LFAL -HECKED M.W. iEC M T 20 M R U E ?LE NO ! \LAKELAW-50\26064 DATE 1MIN 3,_-ALE r- 4V SHEET 2 OFL9 FILE NO 26064 LAKELAND S0. .. PF 02 p 166Y V= 0 0 a / i / g � I y z J I J Y Q y tp J O �p F 501, GRAPHIC SCALE 40 0 20 40 w ( IN FEET ) I inch = 40 ft. 'j 21 _ — (MAX) \ 67 DIVISION 3, PH. 3,4, and 5 at LAKELAND GRADING AND T"E"S.C. A PORTION OF S.E. 1/4 OF THE N.E. 1/4 SECTION 6, AND THE S.W. 1/4 OF THE N.W. 1/4 SECTION 5 TOWNSHIP 20 NORTH, RANGE 5 EAST, W.M. CITY OF AUBURN, PIERCE COUNTY, WASHINGTON \ 502.1 \ I 1p .1.._ _ i I •f' I (\\� \ '� I �p /may 87 _-. )>Ca i IDS Doi\ \ I I I I 86 I II / 7� ! 1 _ I I \ 85 00 71 / \ I 84 21 \ \ (MAX) � \\ 82 / I \ 73( I �� \ �\ / \\ �/ I CB *3 r 4N v I II i J 74 \ \ / IP IP y/ so\ 76 I \ EXIST. CB79 it / 78 � _ � — c, 0 I- fig I I I I 93 94 I 95 96 /� \ 97 \ 1 FNv LEGEND © CONSTRUCTION ENTRANCE PER DETAIL SHT. 34 — ±�- © FILTER FABRIC FENCE PER DETAIL SHT 34 IDS TEMPORARY INTERCEPTOR SWALE PER DETAIL SHT 34 CLEARING LIMITS (COINCIDENTAL WITH PROPERTY BOUNDARY UNLESS OTHERMSE NOTED) (*721 PROPOSED FINISH GRADE CONTOUR —na— EXISTING GRADE CONTOUR 574.00 TEMPORARY SWALE SPOT ELEVATION RIP RAP (6"- 8" QUARRY SPALLS) CATCH BASIN INLET PROTECTION IP TYP NOTE: TEMPORARY CULVERTS SHALL BE ADS-N12, CONCRETE, OR OTHER MATERIAL APPROVED BY ENGINEER. RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS BY: DATE: TITLE/POSIVON: CONFIRMED BY CITY DATE PROJECT REF: FAG / 98-0023 THESE PLANS ARE APPROVED FOR CONFORMANCE MTH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS. n ,� Approved By. D�4 " S Date Approved: / 0 a� o v M W S W S iY K m m Q Q 0 0 a a w� na C 20 F 0 � I I 001 O 5°in N � N M pv pLa Nm� 3 s p Boa p M � U J C c U] w Cr U IZ- Maw vi o o U W Um3" I"I"I X`rt V rOr vJ > W W W Z w F 0 DATE SEALED y /b " EXPIRES 1-31- -L PPA>JECT MANAGER J 71 RY WAK6$D DE,N SAD. DRAWN SAD. and LFAI CHECKED MW SEC 5°6 T 20 N. R 5 E F LE NO 1: \LAKELAND-SO\26064 DATE 12/10A39 SCALE SHEET 3 OFL9 FiE NO 26064 `LAKELAND S0. o;z-D 166y DIVISION 3, PH. 3,4, and 5 at LAKELAND PUBLIC ROAD AND STORM - NATHAN AVE. S.E. (LOCAL RESIDENTIAL) A PORTION OF S.E. 114 OF THE N.E. 114 SECTION 6, AND THE SW. 114 OF THE N.W. 114 SECTION 5 TOWNSHIP 20 NORTH, RANGE 5 EAST, W.M. CITY OF AUBURN, PIERCE COUNTY, WASHINGTON --- II_j�\ F=376.0� j 10 I EX SY I F.F.- 577.0 I , F.F. 57&0 1 FF.-'5'0.0 \ I `11�� � RODE TIGHT -LINE N , I CS 7 LF 6"0 SD I / c8 #38 I I \ 1 1 56 LF 6'0 SO 11+27.24, 33' LT I I I I 1 \10+46. 33' LT 1 E. = 571.71 , 11+63572 33' LT I 9+98, 33' LT I IE� 573.0 , IE. = 572.5 = 572.Ot I \ (FIELD VERIFY) CB MI j I 10-`�TILT7IES- - EASEMENF - - _ 22 LF 6"/ SD- --- - - - — , t D - i E.O.P. " 3 CONCE ORB NATHAN AVE. SE n+DD 12+00 7----------- ,._FA6E'-OF. +� CONC. CURB E.O.P. S 5.5' SIDEWALK - 4O_ I 5.5' LANDSCAPE ° 10' UTILITIES EASEMENT -- - ---- ..#43 #40---�--- i` - 7 MIX Su n+1030 (P-C) STA 32+75 ELEV. = 57&w -- nsu: 35q I /CS #42 I I / / aEVA-25e+I�3�50IJ /I P 3 15. I _ �575. / F.F.= 575.0 8 1 SEE SHEET 9 ---cep --112+77.6Q,.-32.56' IE_ = 575.60 i NOTE: SEE SHEET 37 FOR ROAD CENTER LINE BEARING/DISTANCE AND CURVE INFORMATION. 596 592 588 584 580 576 572 f 564 0 SEE SHEET 10 I 1 I II - a1 I I II I jl I � h�ti w00 Z — Z SdQ rr 0 T 20LF6_/SD�f _.CB#33 -_7__ _ 13+30.73�,3232'�jti� F = 565.0 / 9+00 10+00 11+00 12+00 13+00 GRAPHIC SCALE 20 0 10 2D 4a (INIIf) 1 inch - 20 ft. NAME 6—DATE 1 -11 CATCH BASIN NOTES: 1. ALL CATCH BASINS ARE TO BE EQUIPPED WITH W.S.D.O.T. -STANDARD PLAN 82A FRAME AND GRATE UNLESS OTHERWISE NOTED. 2. UNLESS OTHERWISE SHOWN, OFFSETS ARE TO CENTER OF CATCH BASIN OR MANHOLE. bojF- LOCATION OF DRIVEWAY CUTS ARE APPROXIMATE ONLY SHOWN FOR THE PERMITTING PROCESS. EXACT LOCATION OF DRIVEWAY CUTS SHALL BE DETERMINED AT.TMIE OF CCNSTRUC110N. STORM DRAINAGE CONVEYANCE PIPE WITHIN PUBLIC RIGHT-OF-WAY CALLED OUT AS SO SHALL BE ONE OF THE FOLLOWING MATERIALS: PIPE Qm PVC, SOR-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' RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONPw-mbLqCOROS BY: DATE: a BTLE/POSITION: 1%,r,r ',-fhfzs CONFIRMED BY CITY e' DATE:-57Z2-c3 PROJECT REF: FAC p 98-0023 d 1t a THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS. Approved By. Date Approved: tA o 0 0 lT 1 o ate-, J m � N 3 W 3 W � K W po a a F N to J � J C C0cc uj (f� Z C7 O F— W COZ�DODO Q LUQQZ� (L (fjJ< _ I w Q Ne z () � ci 2�oa U°°3 � Z �vZ< � a I J � 7E7 m Z W M CL w LLJ O cc cc W W Z J W H J 1= U DATE SEALED Y- /(D -� EXPIRES, 1-31- PROJECT MANAAcE l DES,GN 8AD. DRAWN 8AD. and L.FAt CHECKED MW. SEC 46 T 20 N. R 5 E FILE NO I: \LAKELAND-SO\26064 DATE 121VIN SCALE r-W SHEET 4 OF29 FLE ND 26064 LAKELAND SO. PF soh '�o> o�'D IC6y 612 604 600 9M; 592 584 576 572 DIVISION 3, PH. 3,4, and 5 at LAKELAND PUBLIC ROAD AND STORM - NATHAN AVE. S.E. (LOCAL RESIDENTIAL) A PORTION OF S.E. 114 OF THE N.E. 114 SECTION 6, AND THE S.W. 114 OF THE N.W. 114 SECTION 5 TOWNSHIP 20 NORTH, RANGE 5 EAST, W.M. CITY OF AUBURN, PIERCE COUNTY, WASHINGTON SEE SHEET 12 SEE SHEET 11 SEE SHEET 13 14+00 15+00 16+00 17+00 18+00 z O t= ¢ 4m Z z 0 c� Of 0 ,I F GRAPHIC SCALE 20 0 10 20 40 ( IN FEED ) 1 inch = 20 ft. d a � s s L 3 3 � s Q � K z � W m m 3 � Q � o U U Q W W a a N ^ FF ona o rn m � Ono 6. wn Nea _m •� NON n O� ota �N4 3 o a N�a F8a on �n a n N a � C LU LM)DIIjjIjjlI IInnII 5 r c.F � C7 O 612 NAMEjg&Z_DATE hZt•03 w 2 Z 03 Q � _ W Q Q � QYoz U(L five CATCH BASIN=g2a Uca3 NOTES +- N Q 1. ALL CATCH BASINS ARE TO BE EQUIPPED W U Q WITH W.S.D.O.i STANDARD PLAN 02A FRAME I J Z 604 AND GRATE UNLESS OTHERWSE NOTED. LY1 Z (n 2. UNLESS OTHERWISE SHOWN, OFFSETS ARE CV) w TO CENTER OF CATCH BASIN OR MANHOLE. O cc 600 r^ V ct LOCATION OF DRIVEWAY CUTS ARE APPROXMATE Q 596 ONLY SHOWN FOR THE PERMITTING PROCESS. EXACT LOCATION OF DRIVEWAY CUTS SHALL BE DETERMINED AT TIME OF CONSTRUCTION. 592 w*1 Im 576 572 568 Km STORM DRAINAGE CONVEYANCE PIPE WTHIN PUBLIC RIGHT-OF-WAY CALLED OUT AS SO SHALL BE ONE OF THE FOLLOWING MATERIALS: PIPE TYPE Qm PVC, SDR-21 >18' PVC, SDR-35 >3' PLAIN CONCRETE PPE (12.0) >3' ASTM C-14 REINFORCED CONCRETE PIPE (>12'I) >18' ASTM C-75 DUCTILE IRON PIPE CLASS 50 OR 52 A. RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACTOR'S C 1SIRUCTR7 CORDS BY: DATE: 03 TITLE/POSITION: CONFIRMED BY CITY c- DATE: 3'.27-cT3 PROJECT REF: FAG 1 98-o023 ,iiao THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS. Approved By. T J 1n w+ S Date Approved:/ /4'0 F- W Z J W F- J F- U DATE SEALED y/U'00 f EXPIRES 1-3I- ()'Z- :_ice �--�j•1`I�r' - DESIGN BAD_ DRAWN SRD. and LFAI. CFECKED MW SEC IS,6 T 20 M R ISE F;E No I:\LAKELAND-SO\26064 DATE 12710/99 SCALE V-201 SHEET 5 OF39 FILE NO 26064 LAKELAND S0. 505 5 p oZDM 0 628 624 620 616 612 604 600 596 592 DIVISION 3, PH. 3,4, and 5 at LAKELAND PUBLIC ROAD AND STORM — 64TH ST. S.E. (LOCAL RESIDENTIAL) A PORTION OF S.E. 114 OF THE N.E. 114 SECTION 6, AND THE S.W. 114 OF THE N.W. 114 SECTION 5 TOWNSHIP 20 NORTH, RANGE 5 EAST, W.M. CITY OF AUBURN, PIERCE COUNTY, WASHINGTON SEE SHEET 14 ,�4 2 1♦3+19, 32.5' Li----- 599.0 ��\\ / �Hal / 45 I o \ / F.F.- oup.0 If% 6150 \ I Z ° III 11 i1 \ \ / III I 220 LF 6"r SO C8 � v - 1934, 2.5 LT x 1 U 5' WALK _ -6 LAN CAPE v v a 6 EOP.1 .:F6 #Z 173 LF 6'0 SD- / \ - 18+32.63�32' RT \� /20 L% 6Y� 1 LF 6'r SD i IE. --601.18 1 _ I 19+15.41, RT 10 EA 606 . 19+.Q1.50, 32.36 RT I .F.--609.5 FF� I FF.� 6610. / n ce �tl MT% SYA p+44.N � x a+--- 4 V. 817.08 ELEV.EV. ----- RIA FACE OF c ° c Q a CONC. CUR h �H � 20+00 0`ry ,FACT F d �O U 41+00 a w rE.O 201>-s'rvT�71 F s'r ��— T-�—UTILIIIEI 127, 32' Ri&ENT 20+ 27, 32' I IFj= 612.0 121+23,27, 32' I II 11 IE = 611.1/ I I IE. = 616.5 IE. = 611. %04 F.F.�.318A i i�I F.F.-6220 I /FEd 6255 ' F.F.= 614.0 18+00 19+00 20+00 21+00 628 624 620 616 612 608 604 600 596 592 GRAPHIC SCALE 20 0 To 20 4CJ IN FEET ) 1 inch = 20 ft. LrzlV D D V M NAMEI.AJ_DATE -2"3 CATCH BASIN NOTES: 1. ALL CATCH BASINS ARE i0 BE EQUIPPED WITH WS.D.O.T. STANDARD PLAN B2A FRAME AND GRATE UNLESS OTERMSE NOTED, 2. UNLESS OTHERWISE SHOWN, OFFSETS ARE TO CENTER OF CATCH BASIN OR MANHOLE. LOCATION OF DRIVEWAY CUTS ARE APPROXIMATE ONLY SHOWN FOR THE PERMITTING PROCESS. EXACT LOCATION OF DRIVEWAY CUTS SHALL BE DETERMINED AT TIME OF CONSTRUCTION. NQml STORM DRAINAGE CONVEYANCE PIPE WITHIN PUBLIC RIGHT-OF-WAY CALLED OUT AS SO SHALL BE ONE OF THE FOLLOWING MATERIALS: PIPE TYPE Q2m PVC, SDR-21 >16" PVC, SDR-35 >3' PLAIN CONCRETE PIPE (12"0) >3' ASIM C-14 REINFORCED CONCRETE PIPE (>12"0) >18" ASTM C-76 DUCTILE IRON PIPE CLASS 50 OR 52 >6" RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSIWCT70N RECORDS BY: DA - i. o TITLE/POSITION: ife-%VX�l n CONFIRMED BY CITY C J&-- DATE: �'J7•d7 PROJECT REF: FAC y 98-0023 y a a THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION REOUIREMENTS. Approved By. Date Approved: `f // o a i ti Q > U M o � 0 o m 1 o M J m 1 3 S 3 S i W m W Vl � o 0 U U g a a LL mN� L0 U J C -j ([! W � Z o= W zZw U4 Q 3 Co u IL � L Oo OL w z Ill rrO^ cl: vJ Cc LL.I 7 W Z J Ill F- _1 F U DATE SEALED .Y EXPIRES, 1-31- PROQE T IWAIMA(W J91RY WfA®8D DESIGN 9AD DRAWN 9AD. and LFM CHECKED M.W. SEC 46 T 20" R 5 E FIE No I:\LAXELAND-SO\26064 DATE 12/ID799 SCALE SHEET 6 OFL9 FILE NO 26064 LAKELAND S0. PF Soq 6 of 91 ozL) 19 6Y DIVISION 3, PH. 3,4, and 5 at LAKELAND PUBLIC ROAD AND STORM - 64TH ST. S.E. (LOCAL RESIDENTIAL) A PORTION OF S.E. 114 OF THE N"E.114 SECTION 6, AND THE S.W. 114 OF THE N.W. 114 SECTION 5 TOWNSHIP 20 NORTH, RANGE 5 EAST, W.M" CITY OF AUBURN, PIERCE COUNTY, WASHINGTON 1 90 86 85 \I 84 83 e[f 1 I 1 F.F.= 634.0 .mob --- W- I 87 I I F.F.= 635.0 F.F.= 634.5 / F.i`.e 6 .0 I F.F.- 635.0 F.F.- 629.5 1 ` , � 1 F.F.= 632.0 I F.F.= 634.0 ' 1 / I 1 / 24+62.20r'32.5' L7 I I ...2�+9881, 32.5' LT r- I 1 / 1 1 IE _ �628.0 i x i 21+9Z41, 32.5' LT, 22+33.OB, ,62.5 LT \ ' I 22+86.26, 32.5' T I 23+43.66, 32.5 T I z6 Z , , - / a - 5 IE. - 6 .5 r mot' a- x IE. = 623.0 I IE. = 625.5 I IE = 623. I I IE = 624.5 , \I I Ir 262 6Y SD e j hLITH i5 R ' C8 0 a dSEMEN OI -' `" •i LANDSCAPE �I -- FACE OF E.O.P./ _ N . 25 00 o a CONC. CURB, i�- U 2+00 i 23+00 24✓•00 _ oFACE OF 156 LF 6"0 SO GONG. CURB {�s��,� �IF'I sr. SIE. - - , �' x E.O.P _ ---- a /8 \ / h --- --;% -------r--- _ ___._�L- --- ----I 1\ 73 25+64.58, 32' RT `� F.F.= 634.5 T --- T-_----- 20 LF 6"i1I T R UTNJTIES i CsJ IE. = 630.95 1-----_�1- ---- T _� EASEMENT 1 _. - \� -- -I- I / Yr' � - _ - - t - � 25+22.43, 32' R7 \ I I `91 LF 6Y SD 40 20 LF 6 SD - 107 If 6 SD y_ IE. = 637.50 \ / 1 21+97.22, 32' RT i 1 22+87.29, 32' RT I `- 24+48.97, 32.09' RT = 22+32.62, 32' RT / ) 23 f42, 32' T 23+96.13, 32' RT I IE. 621.75 II I I l % \ I IE. = 631.60 1 \/ IE. = 623.65 i IE. = 626.70 IE, = 28 2 4 IE. = 630.22 , 1 i 67 1 -63" 72 I , r 66 1 �.F iM.5 I ----F.F.�- -` - - -•- -• F.F.= 636.5, F.F.= 636.5 F.F. 628.5 F.F.= 630.0 = F.F.. 631.5 'I'T'. II 71 \� \ F.F.= 636.5 644 Co A TYPE 1 640 .STA = 21+97, 1J.16'RT--- RIM = 624.97 I.E. = 62232�- 12" S) (A 1.51 $ I.E. = 62232,, 6 O 631.61 64TH ST+. S.E y 636 26 LF 12". • SD O+FB>•X 41.589e 1"= 20' HORZ. m m 1"= 5' VERT CB /7, TYPE 1 632 STA = 21+97, 13.16' RT RIM = 624.97- 614.a3 26 LF 12"! 05..88W 3.62% LE. = 64697, 12" �E�:10 to,33 I.E. = S.V.9 , 12" .33 I.E. = 620.97 12" G20.3'6 628 I.E. = 62R.47; 6" ()Gz0.4�.90% ; oogo k6M g 4f,LF 120 SD _ _. 624 - PROPOSED 12" WATER LINE " 620 PROPOSED 8" SANITARY N d. 676 SEWER LINE n r n I e 672 22+00 n 3 CS /5, TYPE 1 STA = 23+42, 13.16' RT RIM = 631:83 C31IS I.E. - 627.801, 12" 6zi.54 LE - 647:80 12" U 677. 6' HIGH POINT ELEV = 634.85 HIGH POINT STA = 24+80.49 PV1 STA = 24+12.50 PVI ELEV = 635.94 • n - ..n 24+00 3 PROPOSED 8" SANITARY _.. I SEWER LINE ----. _. --- 0 25+00 . o. GRAPHIC SCALE 20 40 ( IN FEET ) L inch = 20 ft. 190 00 1 IJ NAME DATE CATCH BASIN NOTES: 1. ALL CATCH BASINS ARE TO BE EQUIPPED WITH WS.D.O.T. STANDARD PLAN B2A FRAM AND GRATE UNLESS OTHERWISE NOTED. 2. UNLESS OTHERWISE SHOWN, OFFSETS ARE TO CENTER OF CATCH BASIN OR MANHOLE. 644 NOTE: 640 LOCATION OF DRIVEWAY CUTS ARE APPROXIMATE ONLY SHOWN FOR THE PERMITTING PROCESS. EXACT LOCATION OF DRIVEWAY CUTS SHALL BE DETERMINED AT TIME OF CONSTRUCTION. - - 616 612 wm- STORM DRAINAGE CONVEYANCE POPE WITHIN PUBLIC RIGHT-OF-WAY CALLED OUT AS SD SHALL BE ONE OF THE FOLLOWING MATERIALS: PIPE TYPE Qm 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" 9 GDNIRACTORDGTION-R�GI7RDS BY: DATE: 3/ $J O TITLE/POSITION: ����� CONFIRMED BY CITY DATE: 3'-7-63 PROJECT REF. FAC p 98-0023 21 THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS. Approved By. 1 .4P� ram_ Date Approved:g�it f 1'� Q NL' d � \ 1 ' O O M J 7 m i 3 S 3 S AL W 3 > � a � Q o U U a a � K W � 01 D 166q PF Sao, lot 41 DIVISION 3, PH. 3,4, and 5 at LAKELAND PUBLIC ROAD AND STORM - 64TH ST S.E. (LOCAL RESIDENTIAL) A PORTION OF S.E. 114 OF THE N.E. 114 SECTION 6, AND THE S.W. 114 OF THE N.W. 114 SECTION 5 TOWNSHIP 20 NORTH, RANGE 5 EAST, W.M. CTTY OF AUBURN, PIERCE COUNTY, WASHINGTON 85 / 83 11 ko 15 14 / 84 / I 1 81 F.F.-- 634.5 F.F.= 634.0 vG 1 F.F.= 631.0 / I F.F.= 633.0 1 / 1 1 / lq? Z I /a � 1 v o LANDSCAPE A 64TH ST. SEFAc •'. 8, .� .� LACs 17 69Z4.0 397_�r I 10 26+ \a \ o EASEMiE _ / INTX STA: 26+91.67 �p y� / �A763257 VG 41 W �. 7�1 80 EF.= 634.5� • 17......_._ c ��\ CB #2 F.F.= 631.5 / 7412 i f 79 F.F.= 631.5 ! � • � f--i �-� '1 11 i SEE SHEET 16 PROPOSED 8" WATER LINE STA = 27+05.79, 13.16' RT RIM - 632.00 I.E. = 628.32, 12 (S) I.E. = 627.73 I.E. = 628.3Y, 12' ( (FIELD VERIFY) 59, LF 12'0 SD O 1.00Y - PROPOSED 8" SANITARY SEWER LINE MATCH E07IMG EXIST CB, TYPE / STA = 27+96.71, 1316 R7 RIM = 630.93 I LE = 627.38 —T -T---- -..-. EXISTING I- - --- - -- - _ — — 35 LF 12'o I SO • 1.00%� 4- --------- — C--�n1---------- — — — — — — -- 26+00 27+00 18+00 29+00 644 640 636 632 628 624 620 616 GRAPHIC SCALE 20 0 10 20 40 (INS) L inch = 20 It. Q2D V LJ NAME DATE LZ -p3 CATCH BASIN NOTES: 1. ALL CATCH BASINS ARE TO BE EQUIPPED WITH W.S.D.O.T. STANDARD PLAN B2A FRAME AND GRATE UNLESS OTHERWSE NOTED. 2. UNLESS OTHERWISE SHOWN, OFFSETS ARE TO CENTER OF CATCH BASIN OR MANHOLE. NQI LOCATION OF DRIVEWAY CUTS ARE APPROXIMATE ONLY SHOWN FOR THE P♦ RWITTING PROCESS. EXACT LOCATION OF DRR£WAY CUTS SHALL BE DETERMINED AT TIME OF CONSTRUCTION. Km - STORM DRAINAGE CONVEYANCE PIPE WITHIN PUBLIC RIGHT-OF-WAY CALLED OUT AS SO SHALL BE ONE OF THE FOLLOWING MATERIALS: PIPE TYPE COVER 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" RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACT R'S CONS CTIO CORDS BY: DA -03 TITLE/POSITION: /15 .y ci CONFIRMED BY CITY e DATE: PROJECT REF: FAC A 98-0023 7 /i a THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS. Approved By. Date Approved: od Q C g o J th m Q y3W� S K 3 5 K W � � � W le U m"^ _ \ N L U � J ctj Lu 1r Z %jj wza Li - Q � CO d a m Um3£ Lu °C �Or^ vJ Lu W Z W J U DATE SEALED '/ 74) - Oc' EXPIRES PROJEcr MANAGER .BFY WAKEFIELD DESIGN SAD. DRAWN SAD. and LFM CHECKED M.W. SEC 5,6 T 20 N R 5 E. ALE ND 1: \LAKELANO-SO\26064 DATE 12/101W SCALE f-20' SHEET 8 OF39 FILE NO 26064 LAKELAND SO- 02.0I66y DIVISION 3, PH. 3,4, and 5 at LAKELAND PUBLIC ROAD AND STORM - 62ND CT S.E. (LOCAL RESIDENTIAL) A PORTION OF S.E. 1/4 OF THE N.E. 1/4 SECTION 6, AND THE S.W. 114 OF THE N.W. 1/4 SECTION 5 TOWNSHIP 20 NORTH, RANGE 5 EAST, W.M. CITY OF AUBURN, PIERCE COUNTY, WASHINGTON SEE SHT 4 FOR CONTINUATION •� ,3Nog€ STORM DRAINAGE STUBS FOR LOTS EXIST %7 /X� �G 62NDD S7. S.E. / I I F.F= 57A5 \ F.F= 575.5 I F.F= 575.010 - •� } CB #42 77 --NTX STA 32+75 --- / / o I aEVA 1576..o I � s 32+00 62ND CT. SSE. ' o I a _ [ce 0 I 4� 31+03.28, 40.49' LT N� 1 '� / I / F.F= 578.0 IE. = 577.50��� ----------------- 11� /30+87,82, 11.73; LT r \ \ \ - IE = 577.00 S \� lA,� Y\ \ � I / 30+90..1/ V y IE. = 700 00 I 5 '? ti5 CENTER C11A-IE- `� STA 31+1411 4 'I I Ji+1 35. DEv. - 5 64 1& T 5f5 6 F.F= 593.0 \ �• / I I I I k.FO O i ��.. ti• �tiw,a I\ II a !32+29.5 , 5' RT I ril 572.120 LF 8�O SO 7 a 1��✓ 1#40 - � Ce 13 I � G'195 1u el SD ` I'I 1 I _ r 12 I F.F= 582.0 -- - ----�� I F.F= 580.0 ►- 1_ � _�_ 1 �1 �1 � I , N I 1 !T 3'RT II EF- 0 SEE SHT 4 FOR CONTINUATION 100.00' VC 584----------. PW STA = 31+12.51 - - - _ PVI ELEV = 580.82 -2.51 A.D. _ -4.17 K=24.00 580 ......... __.�__� �In mm 576 - - m =` 572 564 1"� 20'�HORIZ 62ND CT. S.E. m 2m L(TW_Pi�1 F111V.=_575.09 6 n LOW PORT STA = 32+29.57 4; y W _PVI ST=_32+1250. PVI a" = 574.16 w a a A.D. - 9-67 PROPOSED 6" K = 9.31 WATER LINE _ 57 LF 12'0 SD ®-k44%, i _�I I . 41 -- ` PROPOSED 8" SANITARY SEWER LINE nv no r r CB 044, TYPE 2, 48*0 STA = 32+87.00, 1277' RT RIM = 570..01 575- R I I.E. 579Rff, 127 570.71 LE �bi&3I, Ni S S?0 v7 I.E. 57GJ1, 11Y S10. vt I.E. 1571'.JF, 6' O 571.52 R A 2 :g I II 31+00 32+00 CB 43, TYPE 1 W TMRU CLFB INLET 33+00 STA = 32+29.57, 14.47' RT RIM = 57 57v.5Z 28 LF 12'I I.E. - WhOt, 12' (N 570.1'/ SO 0449R I.E. - 5if97 8' (S s70.4i 1.119a IE=57e.�G/1 ce Z TYPE I W1 TMRU aM INLET STA = 32+29.57, 1.172' LT RIM - 57*.05 57LJ.55 I.E. - 5Thi5L-12' S 57/•02 I.E. _ Nommoulum GRAPHIC SCALE 20 0 10 20 40 ( IN FEET ) I inch = 20 ft. /nl%D ID D �J L7 LJ �IAME%)*I</ _DATE 'U° CATCH BASIN NOTES: 1. ALL CATCH BASINS ARE TO BE EQUIPPED IMTN WS.O.O.T. STANDARD PLAN 92A FRAME AND GRATE UNLESS OTNERIIISE NOTED. 2. UNLESS OTHERIMSE SHOWN, OFFSETS ARE 70 CENTER OF CATCH BASIN OR MANHOLE. LOCATION OF DRIVEWAY CUTS ARE APPROXIMATE ONLY SHOWN FOR THE PERMITTING PROCESS. EXACT LOCA71ON OF DRIVEWAY CUTS SHALL BE DETERMINED AT TIME OF CONSTRUCTION. rQ: STORM DRAINAGE CONVEYANCE PIPE WITHIN PUBLIC RIGHT-OF-WAY CALLED OUT AS SD SHALL BE ONE OF THE FOLLOWING MATERIALS: PIPE TYPE CQLR 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 RON PIPE CLASS 50 OR 52 >6" RECORDS BY: 1 ✓r DATE: TITLE/POSITION: CONFIRMED BY CITY DATE: PROJECT REF: FAC 1 98-0023 sl/V/eo y THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS. Approved By. sjfe Date Approved. If/Oa �1 , \ o T 0 W s W s 3 W � m m o U 0 U N^ LO U 70 J J C (d U) Cc LLJ ci Z �o�' L,Zz� LLI � CL 22 Q�uelov U1i ro0 = 2 � 2oz cd (0 U0°3 � `¢ a�Ni E CV m a z W cl'i 0r^ v, CC > w uJ w J Z w U DATE SEALED Y EXPIRES, 1-31- rN0,1e17r MAANIAM 9W WANT019a.D DESIGN SAD. DRAWN SAD. and LFA4. CHECKED MW. SEC 5,6 T 204 R 5 E r{E ND I:\LAKELAN0-S0\26064 DATE MAO/90 SCALE 1"20' SHEET 9 OFL9 FL.E NO 26064 LAKELAND S0. Q F Sol 'A 0, Al o)- [) 166 F.F.=582.0 IM STA: 35+00 / '' / �� M+53.56, 56.21' Li - STA 12+67.24 ' ` IE .27 14' \20LF 8'f 35+46.34, 32.5' Li , / // / F.F= 588.0� IE. = 577.54 �EF.= 590.0 /2.5' L� 7�` 2i1 / EF.- 590.0 35+98$ IE. 3i2. 38+099,2j,-S2.27' LT -- IE� 582.2 \ ^� TF9�SO ' 36+74.16, 32.5' LT / i ' A� 38+71 W, 57.47' RT v i \ i / / / �IE. 3 584.0 IE. = 581 Q- - -� / '20LF 6"01\ `�A 10'U71L / .0 5' < ~ WALk ESMT R-f---- ------------- J / ce O \ \ F 0l` _. - �._ I-3✓£+10 48.20' RT i \ Cgl,'NCf h FACE OF ? �� / IE. = 583.6 .0 Cp CONC. CURB _- :-' - / - . / j \. 35+46.34, 32.5' RT �' \ \ c6 . 22 IE. = 576.18 / \ h \ R 1 / u -521 SD ' /\ \ \/ 6 y$0 37+ / '' / �� 38+06.52, 32.48' Ri �� F.F. 590.5 . LM IE. = 583.11 38+25.40, 32.61' RT •� --.-- / c.... _ IE. = 583.34 �/35+98.95, 32.' RT \ <- \ `• fm 20LF 8"0 SO ����1 10 1llIDES + R '3�+'65.70, 32.4' T NT 582.E 36+49. 32.5' RT 284 LF 8'0 Vi�'� 37+26.92, 32.5' PApr! 23 \ PARK ' 1 IE. = 582.11 / . ` -- --F:f= 594.0- 36+83.64, 32.5' RTI 581.58 .73, 32.5' RT /IE. 581.83 297 --------- ------ , __ 27 26 / 24 l\ / F.F.- 5E0.�" i F.F.= 592.D I E59 F.= 6.0 . F.F.= 595.0 \ F.F.- 596.0 i F.F.- 595. . ,C8 04 i DIVISION 3, PH. 3,4, and 5 at LAKELAND PUBLIC ROAD AND STORM - 63RD PL. S.E. (LOCAL RESIDENTIAL) A PORTION OF S.E.1/4 OF THE N.E. 1/4 SECTION 6, AND THE S.W" 114 OF THE N.W" 114 SECTION 5 SEE SHEET 4 TOWNSHIP ZU NORTH, RANG 5 EAST, W.M. Cfl T OF AUBURN, PIERCE COUNTY, WASHINGTON r / / i5 16 17 FF= 567.0 *� � j 19 ` \ F.F.= 586.0 '� F.F.- 586.0 F.F.= 585.0 EE= NOTE: DRAINAGE STUBS EX/ OR LOTS 16-20 EXIST ALONG 62ND Si. S.E. � / \ _ _ FF- 56D0 \� \�• i �� 51)L \ 592 v N + H h n ro 0 588 n m > li W1 N W 584 LL a a -2. 09, 3.00% -$OOx -2.00R 580 HIGH POINT ELEV = 588.05 1 I HIGH POINT STA = 37+97.99 1 m 90.00' VC " 222.00' VC w ,+ PVl STA = 37+25 �j yu ¢ ; ' LOW POINT ELEV = 580.43 PVI ELEV = 589.20 y'� �.+ '~" w LOW POINT STA = 35+46.34 " w A.D. _ -7.31 off' PA STA = 35+69 n _ --------------------- _ K = 30.37 PW ELEV = 579.75 /1 -'- A.D. = 8.06 W W v --- _125% m K = 11.17 - - - - - - -__-.-� j PROPOSED 6" - �� / WATER LINE PROPOSED 8" SANITARY 149 LF 12'0 SO 047a 0 y.06% 7 5D - SEWER LINE 85 12'1 SD 0 2k3'>° A.YHi LF $� W - -- 12"0 So 0 i-35% ia•590 59 LF 576 O 572 CB j34, TYPE 2, I _..._ f;lr _.- ___ CE 0 STA = 6 3.07' RT S r� - STA = RIM _ IR.E 01.29 = 67mA 18 5G N) 561. S6 N "+ I.E. 568 I.E. I.E. =374:6W; 12"' - 4iU $A 18' E)) 56a.of.- - LE. = 5i5cf>k-b' llYl -567. 66 _ W 27 LF 12'0 - = I I � 0 t: C 6M 102 LF 12�0 SO I CB-/J'7_ME..t W/WANED-GRATE 25 LF 120f STA - 36+4631 1 16 RT r-1,-W/ Twu --- - 9D 0 --M-4WIC- -64-- 6.34 RT LE =3 12 N) 57�7! 1 5'f4E6 71Sa 1- 12 .(E„WJN) 575.46 + -.... - 37NED k 6� 575 61 � i31, � VANED CRATE STA = 36+46.31, 1.116' LT > RIM = 5833..84 58$-S0 o + �* 592 M � O�W _2.25Z _ \ 588 i CB , TYPE 1 .STA q 37+627 16' RT 5.35 - --___--- CB /36A, TYPE 1 Rat I.E. -ter _ �NS0 12' (N 562.76 STA = 37+25.00, RIM 586:40 5g6.71_58180 13.16'-RT LE _ 1 5a2.70 -- - --- - - I.E. = 581.:85, 12' 1.0. • 5a2 / 6 I.E. = 5M f6 12' 581-77 N 1 s � m u �y N wW 584 CB jam, TRPET 580 STA = 39+10602 RIM = 4i1R4& 5%6.3,7 I.E. =44W 12- (S) 5S3 8� 576 63RD PL. S.E" 1 20' HORIZ I"= 5' VERT -... 35+00 CB /38, TYPE 1, W/ THRU CURB 36+00 STA = 35+46.34 13 7' RT Rat = 66e61 5t- 4� I.E. = Fi;'N)1; 12' (S 576- a6 I.E. = 599-. a (fl� 577. 24 37+00 • 4i 572 568 I z0 GRAPHICSCALE o 20 Qo ( IN FEET ) 1 inch = ZO It. M E3D `J u lu NAME DATE (.2N•43 CATCH BASIN NOTES: 1. ALL CATCH BASINS ARE TO BE EQUIPPED WITH WS.D.O.T STANDARD PLAN B2A FRAME AND GRATE UNLESS OTHERWISE NOTED. 2. UNLESS OTHERWISE SHOWN, OFFSETS ARE TO CENTER OF CATCH BASIN OR MANHOLE. NOTE: LOCATION OF DRIVEWAY CUTS ARE APPROXIMATE ONLY SHOWN FOR THE PERMITTING PROCESS. EXACT LOCATION OF DRIVEWAY CUTS SHALL BE DETERMINED AT TIME OF CONSTRUCTION. NOTE: STORM DRAINAGE CONVEYANCE PIPE WITHIN PUBLIC RIGHT-OF-WAY CALLED OUT AS SO SHALL BE ONE OF THE FOLLOWING NATMALS: PIPE COVER PVC, SDR-21 >18" PVC, SOR-35 >3' PLAIN CONCRETE PIPE (17'0) >3' ASTM C-14 REINFORCED CONCRETE PIPE (>12"0) >18" ASTM C-76 DUCTILE IRON PIPE CUSS 50 OR 52 >6" RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACTOR'S C COROS BY: DATE: h- o- TITLE/POS1T1DN: CONFIRMED BY CITY DATE: 7-7, 'a%S PROJECT REF: FAc j 98-0023 �s/// oe THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION REOUIREMENTS n�n Approved By. Date Approved: gh/ 106 A o g� I J 3 Ill1 N 3 S 3 s W 3 j m tY a o � a a m"- � F C c' n o =on Naa m n o� r.. C o »a n oLL 3 o v �o ai rn " E 3 V M �a L0 _I J C CIS Uj LU CV) z co WZOzv3 a 10 m Lu I. Q cngQ_ � 1 < 250Cr 0- U U°°3" jr-- GO U E Lu z Lu cc/� V rOr VJ cc ui Lu W Z W H J � U DATE SEALED EXPIRES- 1-31- PROJECT MANAGER JERKY WAKEFELD DESIGN SAD. DRAWN S.R.D. and LFM. CHECKEDMA SEC 5,2 T 204 R 5 E FILE NO I: \LMELAN0-SO\26064 DATE 121VIN SCALE r-20' SHEET 10 OFF FLE NO 26064 LAKELAND S0. SA toa. 02 p 16L it Si PF 5°'I IVNf4I F.F. 589.0 N" 40+43.29, 29.80' LT IE. = 587.65/ 40+ 32, S f3' RT / DIVISION 3, PH. 3,4, and 5 at LAKELAND PUBLIC ROAD AND STORM — 63RD CT. S.E. (LOCAL RESIDENTIAL) A PORTION OF S.E. 1/4 OF THE N.E. 1/4 SECTION 6, AND THE S.W. 1/4 OF THE N.W. 1/4 SECTION 5 TOWNSHIP 20 NORTH, RANGE 5 EAST, W.M. CITY OF AUBURN, PIERCE COUNTY, WASHINGTON F.F.= 506.5 \'41+02.42, 56.62' LT \ 1E = 584.1 \ ( I r � � 34 ' F.F.= 589.5 t Ce17 1, / - - - 41+43, 33.27RT IE. = 583.25 40+50.06, 38.89' R7 ` IE = 586.35 C � 182 LF I ` 4E. = 558684.58/ �RT --w R 37 I FT:= -589.� -- --- j -- ' F.F.= 566 / ' F.F.= 50.5 I I 9I 90.00• VC LOW POINT ELEV = 585.74 — — — — — — _LOW POINT STA = 41+64.50 592 -PW STh-,41t37.50 m m PM ELEV - 58&03—, A.D. = 10.00 �\ 588 -_ K = 9.00 ..PROPOSED 6" \ < l � WATER LINE \ o i C11\ \ 584 - - 572 568 63RD CT. S.E. I"= 20' HORIZ. _... 1'= 5' VERT 4 1/ 6• SANITARY ------------ - ---------------'-- - —__ CB IM, TYPE 1, Wr THRU CURB STA = 41+64.50, 15.13' LT RIM - 585.26 I.E. = 582.08, 12" E I.E. = 582.08, I; I e CS fig. TYPE 1. YID THM CURB N - IW s-JWJ.24 �}'S.t1 (N� 5`1s190 -_. I.E. a 56L)4; 6 4 5,51•Il 41+00 SEE SHEET 5 Tg I SEE SHEET 5 I 8 Nn + �y� N ss as 3.00W- ` 12001i --3 48 LF 120SD01.ISt:?ii Lin'PARK I� ce 40 IN 4�r1- I � NIX s 42+00� a / I 21.09, � 15� y/ j/ 38 F.F.. 591.5 1 I� 592 588 584 .,..--__.... 580 _.... co /3L TYPE 2, 46•f 576 STA - 42+1247, 19.18' LT RIM 505.35 I.E. m 561.24, T2• (W) 32 LF 12•0 I.E. lip ((N�) 5 50.- S000:5W _HO 1.E 5f0g 0.5 6 % oo pq, I.E.161.7'?" (E) 6go... 42+00 GRAPHIC SCALE 20 0 10 20 40 1 inch = 20 ft. KEY MAP N L g?)E3 D v U u lJ NAMEAtJ DATE�1"63 CATCH BASIN NOTES 1. ALL CATCH BASIS ARE TO BE EQUIPPED WITH WS.D.O.T. STANDARD PLAN B2A FRAME AND CRATE UNLESS OTHERWISE NOTED. 2. UNLESS OTHERWISE SHOWN, OFFSETS ARE TO CENTER OF CATCH BASIN OR MANHOLE. NOTE: LOCATION OF DRIVEWAY CUTS ARE APPROXNIATE ONLY SHOWN FOR THE PERMITTING PROCESS. EXACT LOCATION OF DRIVEWAY CUTS SHALL BE DETERMINED AT TIME OF CONSTRUCTION. NOTE. STORM DRAINAGE CONVEYANCE PIPE WITHIN PUBLIC RIGHT-OF-WAY. CALLED OUT AS SO SHALL BE ONE OF THE FOLLOWING MATERIALS: PIPE TYPE COVER PVC, SDR-21 AB, 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" RECORD DRAW CERTOCATION THESE DRAWINGS CONFORM TO THE CONTRAC R'S CO TRU LION RECORDS BY: DATE: /•03 TITLE/POSITION: P�:OL/ A*x o n�- CONFIRMED BY CITY e-A- DATE: PROJECT REF: FAC # 98-9 nl 7" THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS. nn AA Approved By. JE),C wN�..ti -S•--Y.k Dote Approved: Jdoo z!l N � m 1 o J V) W w S R � S 2 � W 3 Q Q U U n a m N o1 C Nno 0 x I � « �a a c oar m o�N F 2 B I0 U -0 —1 J c cri c ct cr cc ri)1n LL cjj Q u9 c a10 �2 �a to Z Z° W � rrt rOr VJ cc Lu W ij Z J w = U DATE SEALED /()--0 EXPIRES 1-31- d PROJECT MANAGER JERRY WAKEFE D mi81a1 SRO. DRAVVN S.RD. and LFM CI. C ED MW. SEC 5,6 T 20 N. R 5 E FEE No I:\LAKELAND-SO\26064 DATE 12/10/99 SCALE T-20' SHEET n OF39 FL.E NO 26064 lkkLAKELAND Su. L.0 01 D 166Y I ZI/ I I I " I a 604 596 592 588 584 580 572 SEE SHEET 5 I r D 45100 a I I I !\ I 11 1 1 1! i SEE SHEET 5 DIVISION 3, PH. 3,4, and 5 at LAKELAND PUBLIC ROAD AND STORM - 64TH CT. S.E. (LOCAL RESIDENTIAL) A PORTION OF S.E. 1/4 OF THE N.E. 114 SECTION 6, AND THE S.W. 114 OF THE N.W. 114 SECTION 5 TOWNSHIP 20 NORTH, RANGE 5 EAST, W.M. CITY OF AUBURN, PIERCE COUNTY, WASHINGTON I //F.F.- 595.5 , 39 Ap I I / 45+99.13, 57 LT F.F.= 591.5 160 LF 6.0 SD CB #25 r /. (45+4156, 33.03 J �,!• - '-�� i+ Q 16 Lv 6'� ; sane CT. S.E. 00 45+56.56, 34.28' RT ' \ IE. = 588.8 ---- /.4 1NTX STA 45600 y�Iy.— s1591.72 I I LF6O \ (' I � /1 I / \ (� "CS W F.f"'.fl6.5 32. 43.37' LTA — IE, = 593.0 `� "� 46+62.85, 11.75' LT 1�1f- Ipl 41 47+00 .. _ F.F.= W2.0 1 46+35.599,10A9.75' RTE. / / / /'• //F.F�.= Z!5 1! 90ar w i LOW POINT ELEV - 591.14 - LOW POI STA - 45+30.3T 'f ~ gPW STA- 45+59 - 11.04 7( AYE PROPOSED 8° SANITARY / ----.._- ----- -'SEWER --- - PROPOSED 6' -200x .1 on 1 0' ORIZ VERT -- I C8 PG. TYPE 1, QV LNO _ ; STA 45+11.23,' 4__LL_— -_- _ Am TYPE 1 w CI9i8 RIM = 590.75 4".'5''T 5I.E.587.50, I.E. = 587,50, 1 N FE LE. = 587.50, 12 58Z5+38.45 '73, 12' a^ 0.91. on HYPE I, wl �^ - _ n STA = 45+36.4J, 1105' T - - -- - -- - ... --. RIM58@. `> ti LE. 57ltlz 12' (N) '0 9. 0- i 12 5 SE) N I.E. C1 h V h IR Mq N h 45+00 47+00 GRAPHIC SCALE 20 11 10 20 40 ( IN FEET ) 1 inch = 20 It QQM [E U0[ff NAME-L'4j DATE V- CATCH BASIN NOTES 1. ALL CATCH BASINS ARE TO BE EQUIPPED WITH WS.O.O.T. STANDARD PLAN 62A FRAME AND GRATE UNLESS OTHERWISE NOTED. 2. UNLESS OTHERWISE SHOWN, OFFSETS ARE TO CENTER OF CATCH BASIN OR MANHOLE. blQJ L LOCATION OF DRIVEWAY CUTS ARE APPROXIMATE ONLY SHOWN FOR THE PERMITTING PROCESS. EXACT LOCATION OF DRIVEWAY CUTS SHALL BE DETERMINED AT TIME OF CONSTRUCTION. Km. STORM DRAINAGE CONVEYANCE PIPE MTHIN PUBLIC RIGHT-OF-WAY CALLED OUT AS SO SHALL BE ONE OF THE FOLLOWING MATERIALS: PEE IIPi Qmm 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' RECORD DRAWWNG CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACTOR'S C S TK1N RECORDS BY: DAT(-��,23 TITLE/POsmoN: CONFIRMED BY CITY DATE: 1-17-112A PROJECT REF: FAc 98-0023 5/// oo THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS. Approved By. f)-',� S o Date Approved: / o0 �g .�l 5 Nn 1 VT Q 3 S 3 S w W j '. � U d U N a a N ` �pn 1^ a _ tam $ n �c4 '^ O o;a n xa N U J "0 'j C C0 w CrV^: Z vi W�naz� Li a- 2go� Ua' � U (0 E m Z Ili CV) OL Lu O_ Cr_ V W Q I•I.I Z w DATE SEAL® EXPIRES 1-31- PRO.IECT MANAp34 .TERRY WAKEFIRD DESIGN SRD. DRAWN SRD. end LFAN. CFECKED MW. SEC 46 T 20 N R 5 E FILE No k\LAKELAND-SO\26064 DATE 12/10/99 SCALE 1''20' SHEET 12 OFL9 FL.E NO 26064 LARELANU SO F 5011 1 L'f t1 ozD 144Y 608 604 600 596 592 584 1 580 78 LF 12'0 SD 0 030% O s l o 576 I J I I I I CB1 5A, TYPE 2 4, I / STA = 49+78.51, 13.19RT 572 RIM = 585.69 I.E. = 577.43, 12" S W) I I 26 LF 11"0 SD LE = 577.18, 15" f N) __ +� -- / i �� n A am% PER LAKELAND HILLS 568 WAY PLANS m L Yi' II DIVISION 3, PH. 3,4, and 5 at LAKELAND PUBLIC ROAD AND STORM - 64TH PL. S.E. (LOCAL RESIDENTIAL) A PORTION OF S.E. 114 OF THE N.E. 114 SECTION 6, AND THE S.W. 114 OF THE N.W. 114 SECTION 5 TOWNSHIP 20 NORTH, RANGE 5 EAST, W.M. CITY OF AUBURN, PIERCE COUNTY, WASHINGTON SEE SHEET 5 �53fag.56 `- \ S• .� A. \ -Sty 1f 6w.16 47 50 Ile" �V A 590.0 49 1 FF.= 592.0 46 xl .' I F.F.= 596.0 LF 6"0 SD 1 /' I CS 0 ti v 50+56.22, 32.5' L7 SO- -- � �J31 \ /' _ IE. = 578.85 +05.31, 32.5' L i 1 - 51+51.90, 325' 1 -.-1.50 - 1\IE. = 585.50 !\ 1\ ,"+r $�2 i t CS 021 t I l IE. = 58 . 5 0' ^ 42 LF 6"0 SD o 0 152+41.65, 32. �T CB #20 \ - E. - 591.50 a K - ? IX\ fO.P 20 lF 6"0 SD d 51+00 CURB 598 - a Ce #16 W 64TH PL 11 1 -:'�I 57 LF 6"0 SD� -- LAND APE, a� CDRB. f" X I EA ENlES��%��4i �.lc _ 11 I 20LF6"0 SO � 1 � S' _ 1: _�_ 1 _a _J / __� 7+� � �_x IT 1 u�i 1 51+}8,78, jd' RT 20 LF 6"0 SD I I I ✓ 50+56. 3' RT 1 IE. - �83, 50 79.45 c r " I I NiX STA= so+eD F.F.- 569.5� _ I - 834 33' RT - 593.7Q rl 60Z0 /, f I � I I �F. -A- - �E =-589 z3 _ _ _ 52+29.So 33' RT 11 E1FV= 5a6.i5 - - IE. �5 --� 1 95 53 593.0 - ---- 1 F.F.= 596.5 `--� '- 1�: " 5 / 1 F,F.- I I I IO0.00' VC o PM STA 4 52+75 g PN ELEV = 596.72 N N CB 119, TYPE 1, VANED GRATE AD. _ -3.41 STA = 51+97.42, 13.16' RT K = 29.31 RIM = 591.33 515H I.E. =38&33, 12 (N) I.E. = 588.83, 6" O // `-----� a + / \ -3 2.DO% LOW POINT ELEV = 584.92 LOW POINT STA = 50+56.88 I CB 120, TYPE 1, VANED GRATE 100.00' yC STA = 51+89.07, 13.16' LT �` \ \ / PIA STA = 50+75 RIM _'�-7"590.E SB6 33 m m 12"0 SD I.E. - M665, 12" (W) Q PN ELEV = 583.90 I.E. 586-65--12"(S) 5-66. 3 PROPOSED 12" A.D. - 9.41 -_- - --.. _ - _ _ I.E. 587.15, 6" (L4) / WATER LINE - �1 J / W W 1ai / 564 E 64 LF 12 0 SD / CB 121, TYPE 1, VANED GRATE STA = 51+27.69, 13.16' LT RIM=-686:86- 586 83 CB 123, TYPE 2, 48"0 I.E. = WN 4, 12" 5st. 63 W/ THRU CURB & VANED GRATE STA = 50+56.61, 12.76 RT RIM = 56430- 5Ts4-113 I.E. = 577.8$ 12" (((N 5'17.15 LE. = 57.7.82, 12" 6-77.5% I.E. = 57732; 6" O 578-03 S CO 122, TYPE 2, 48"0 W/ THRU CURB & VANED GRATE STA = 50+56.67, 12.76 LT RIM = 684.-6B 51`I. 42 I.E. _:,,,, .: S 5 7 7.17 LE =SNP-12"� 57S•/2 51+00 I- 12"0 SD ` PROPOSED 8" SANITARY SEWER LINE 52+00 64TH PL. S.E" i"= 20' HORIZ. 1"= 5' VERT. n �i R n 53+00 r m h n 54+00 GRAPHIC SCALE 20 0 10 20 40 ( IN FEET ) 1 inch = 20 & NAME41%d DATE� CATCH BASIN NOTES: 1. ALL CATCH BASINS ARE TO BE EQUIPPED KITH W.S.D.O.T STANDARD PLAN 82A FRAME AND GRATE UNLESS OTHERMSE NOTED. 2. UNLESS OTHERWISE SHOWN, OFFSETS ARE TO CENTER OF CATCHBASINOR MANHOLE. NOTE; LOCATION OF DRIVEWAY CUTS ARE APPROXIMATE ONLY SHOWN FOR THE PERMITTING PROCESS. EXACT LOCATION OF DRIVEWAY CUTS SHALL BE DETERMINED AT 71ME OF CONSTRUCTION. Km STORM DRAINAGE CONVEYANCE PIPE IMTHIN PUBLIC RIGHT-OF-WAY CALLED OUT AS SO SHALL BE ONE OF THE FOLLOWING MATERIALS: PIPE COVER 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" RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACj6R:S CO TRUC BN RECQR BY: /V/ DA I Z� 43 TITLE/POSITION: ^� CONFIRMED BY CITY C.f DAT'E: PROJECT REF: FAc 1 98-0023 // ao THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION REOUIREMENTS. Approved By. Date Approved: ii & m a 0 Q� � o e 0 o 1 v M J_ n N s § W 3 � a a � a w � Ord C x ` I I n C rn M1 M pv C 5� L Q o3a NCO �a I V M H � n to U ",Q _I C _j co U) Lu Cy O Z u~i ci -- w Lu Q IL 0. o Q Y a. U 3 U 2�0 U co co CV)13L cm rOr Iz vJ > w (� w DATE SEALED y"O - �O EXPIRES PROJECT MANAGER MANAGER JERRY WAKEFELD DESIGN 8RD DRAWN 9RD and LFM. CHECKED MW. SEC 5,6 T 20 N R 5 E F{E NO I:\LAKELAND-SO\26064 DA7E 12/10/99 SCALE V-20' SHEET 13 OF39 FIEND 26064 LAKELAND S0. oZ D ►66 y DIVISION 3, PH. 3,4, and 5 at LAKELAND PUBLIC ROAD AND STORM - PERRY AVE. S.E" (LOCAL RESIDENTIAL) A PORTION OF S.E. 114 OF THE ME" 114 SECTION 6, AND THE S.W. 114 OF THE N.W. 114 SECTION 5 TOWNSHIP 20 NORTH, RANGE 5 EAST, W.M" CITY OF AUBURN, PIERCE COUNTY, WASHINGTON SEE SHEET 6 FOR CONTINUATION i ° 105 104 F1036.5 102 iI F.F= 615.0 F.F.= 615.5 I I I' I I I F.F.= 614,0 I l I fNTX Su Got +08 32.5' LT 20t44.4' �2 20 LF 6v0=�61zoe +54613.16 LT +98613:88 LT9 LF 6"0 SD 11 IE. - 63275 LT - IIIE. = 616.80 I h I tE jj�----- -- - - - - • EASEMENT 7 I#13 i R = 62 `� I a a b 5' SIDEWALK a a p % F.F° .= 618.0 I i B/ --- ---- - -. LANDSCAPE FACE OF E.O.P. ♦ �-. ___ AVE. SE CONC. CURBis 6 . _.. 61+00 62 00 ' W -I FACE OF I 616 CONC. CURB E 0 P N - 17� 5.5' LANOSCAPE R -- �'- --- ---� -- �7�,I - I LF 6"0 SD - - E761+53.15, i IT -_ ---- --a I--_- __ ----- --- I I ♦ I � I I / / T 7 CB #14 99 LF 6"0 SD I/ - 17 60+54, 32.5' RT I / F.F. 6220 i o I� % ' "``t„J�,� 612.11 6 98.13.75.5' RTI65.25.5' RT / I J I 162+p8.15, 32.5' RT 194 F.F.= 621.5 I F.F.=i620.5 I i ,I I Imo. I F.F.- 61ZO I F.F.= 6210 F SEE SHEET 6 FOR CONTINUATION I 8 M 8Fs + a 90.00' VC n W II n._ LOW PORT ELEV = 616.21T LOW POINT STA = 60+53.87 w PERRY AVE. 5 PN STA = 60+59 i'= 20' HORIZ. ---_-- - a y m m PW ELEV = 615.76 1"= 5' 1ERT. PROPOSED 8' 620 yy A.D. = 4.52 1,S WATER LINE ------_ mm K=19.93 ---- _ _---_-_-._-_---_ - --- ®252% _. _. - __ 146 LF 12"0 SD 612 fib LF 12"0 SD _- ITF 608 GB r1, rrPE 1 STA = 62+K 1318 LT ._ RIM = SMW 614.92 CB TYPE 2, 48'0 - _ PROPOSED 8 SANITARY26 LF 12'0 I.E. - 613:9Q 12' E Fi1`4.S7 .. 61dI4,-6" STA = 59+87.62, 13.16' RT 27 LF 12'0 SD 1449W 3.6'3% SEWER LINE 0 I.E. = ( 614''Z RIM = 4Y7:41- 617 40 CB /f 4, TYPE 1, W/ THRU aft 604 LE. = 6BB:59, 12" 1190 G 41� STA = 60+53.8 13.54' RT CS 2, TYPE 1 I.E. = 869:5�12" ((E1 .y0 `F 6'G = 6( CB /1J. TYPE 1. Wf TFItU CINIB >'q I.E.=-68459: 12' (IJ) 609. 65 �� JE - 5 � STA = 62+00, 13.16' RT $ u LE. = 81tpF, 12' N,$MI� 61L:2A STA = 60+54 6 f -23 L7 V.E.=-6iB.A9, 6' O bo'1 15 x Ny I.E. = 3F1-'7 6 ; G 1l 10 RIM = SIZZ4, 2' (E) G RIM = 4+W,f&W 618.90 u w 1'L' ` 61 Ooi 11„ I.E. _ 6hl ft 60 E 61 -09 I.E. = 615.ft 6 �W$j 4.2 Do _ I.E. = 6/5'J9; 6' E blti2o O 13 S 1� t2 te t2 Oi u 10 60+00 61+00 fit+DO GRAPHIC SCALE 20 0 10 20 40 ( IN FEET ) i inch = 20 It. MO D VMV NAME-DATE1' °3 CATCH BASIN NOTES 1. ALL CATCH BASINS ARE TO BE EQUIPPED WITH W.S.D.O.T. STANDARD PLAN 62A FRAME AND GRATE UNLESS OTHERWISE NOTED. 2. UNLESS OTHERWISE SHOWN, OFFSETS ARE TO CENTER OF CATCH BASIN OR MAM40LE. NOTE: LOCATION OF DRIVEWAY CUTS ARE APPROXIMATE ONLY SHOWN FOR THE PERMITTING PROCESS. EXACT LOCATION OF DRIVEWAY CUTS SHALL BE DETERMINED AT TIME OF CONSTRUCTION. NQml S70RA1 DRAINAGE CONVEYANCE PIPE WITHIN PU81JC RIGHT-OF-WAY CALLED OUT AS SD SHALL BE ONE OF THE FOLLOWING MATERIALS: PIPE T1PE C41EB PVC, SDR-21 >18' PVC, SDR-35 >3' PLAID 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" RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRUC N RECORDS BYell DATE: TITLE/POSITION: CONFIRMED BY CITY �__ DATE:_ PROJECT REF: FAC / 98-0023 // 00 THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DINSION REQUIREMENTS. n A Approved By Date Approved: } m a cc o8g T � R o M J � 3 S W3W S OL z W � 2 m W � z = a � � a N N^ one g rn m C ono � � I ova � C7 n o� C «c OLL o;a �a4 EO V I V n �a M N L0 .I J C cri C0 cc LU C7 O F- () WQa`li 9 Lu itSi Q3o= m C 22 <Y0-< M a: U Co -9U 1°ULu m Z 63 a Lu Z LV O cc R V W a>• w Z W J U DATE SEALED EXPIRES, 1-31- PRGJECT MANA(MR JEFFY WA1038D DESIGN SAD. DRAWN SAD. and LFM CHECKED M.W. SEC 5-6 T 20 N. R 5 E. F LE NO I: \LAKELAN9--S0\26064 DATE W10199 SCALE 1''20. SHEET 14 OFF FLENO 26064 `LAKELAND SO. o2 a U4 q i N 1 I, 1 I 1 I, 1 I, 1 I 1 DIVISION 3, PH. 3114, and 5 at LAKELAND PUBLIC ROAD AND STORM — PERRY AVE. S.E. (LOCAL RESIDENTIAL) A PORTION OF S.E. 114 OF THE N.E. 114 SECTION 6, AND THE S.W. 114 OF THE N.W. 114 SECTION 5 TOWNSHIP 20 NORTH, RANGE 5 EAST, W.M. CITY OF AUBURN, PIERCE COUNTY, WASHINGTON , I 1 I 1 ot I 100 l EF.= 619.5 I F.F.= 620.0 i ' F.F.= 618.5 63+18, a2.5' LT ' IE. - 617.90 I-------- 62+63, 32.5' LT - --- 63+66.48, 2. IT a IE. = 6T7,35 1 I IE. - 61 45 x I 5'SIDEWALK q D q' `3 i i 1 1 94 I F.F.= 623.0 I i PEFwY AVE. 6 2 --- 87400 C � F.F.- 8 64+11.08, 32.5' LT / IE. = 619.00 / II,^, 1p' Una \,. R $ b' h � q aVC N D 5.5 SIDf LK LAND Pr E0U %ITfS -�� --- -r— ME'NT� Y 198 LF 6'0 SD 62+63.15, 32.5' RT 1 63+18.15, 31.5' RT I 63+94.69, 32.5' RT \ \ IE. = 616.34 TIE. = 617.DO s IE. = 618.75 x IdW n> 1 a a 1 I 96 95 i , 97 F.F.= 623.5 II F.F.= 623.5 I i RIF= 624.0 HCH POINT ELEV = 622.39 HIGH POINT STA = 64+45.24 PA STA = 64+00 PVI ELEV = 624.34 A.D. _ -4.10 K = 97.50 A-- ----- 37 N 36 a � W NOTE: TRANSITION FROM 3.00X CROSS SLOPE TO MATCH EXISTING CROSS -SLOPE (2.02) IN THE LAST 25' OF PAVEMENT. 624 II 620 II 616 II ___ ______ EX. SSMH 15 0-35 612 STA = 64+27;42, 8.87' LT RIM - 621.921 TO 6�22.12) 63+00 64+00 65+00 .'�1:j 604 GRAPHIC SCALE 20 0 10 20 40 (IN FEET ) 1 inch = 20 it. 19 MGM NAMEW!!2-J DATEJ_-?L-_03 CATCH BASIN NOTES - I. ALL CATCH BANS ARE TO BE EQUIPPED WITH WS.D.O.T. STANDARD PLAN 82A FRAME AND GRATE UNLESS OTHERWISE NOTED. 2. UNLESS OTHERWISE SHOWN, OFFSETS ARE TO CENTER OF CATCH BASIN OR MANHOLE. NOTE: LOCATION OF DRIVEWAY CUTS ARE APPROXIMATE ONLY SHOWN FOR THE PERMITTING PROCESS. EXACT LOCATION OF DRIVEWAY CUTS SHALL BE DETERMINED AT TIME OF CONSTRUCTION. NOTE: STORM DRAINAGE CONVEYANCE PIPE WITHIN PUBLIC RIGHT-OF-WAY CALLED OUT AS SD SHALL BE ONE OF THE FOLLOWING MATERIALS: PIPE TYPE QQM PVC, SDR-21 AB* 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' RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRA TOR'S CON UC710 CORDS BY: DATE: TITLE/POSITION: P/U�it�clt!aD�C�•i. _2xe CONFIRMED BY CITY . l DATE: 3 PROJECT REF: FAC p 98-0023 THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIW90N REWIREMENTS. n / Approved By. Date Approved: 'J4 1 o J e Dx:, ci g O g S 1 v o M 5 m N 3 � 3 s Q � � m � o a njN ^ o m m C N O r 'I E I Naa •� �aLL � o o3a aEv 0 u � n �a _ \ N L0 U a -' J C 100 vJ M 0 Z �o0w cr- iz 25 0c U tg m3° a_41U� cj CO m R Z W O_ r°r��C V U] W. W w Z W H J I_ U DATE SEALED Y-/o-'o EXPIRES 1-31- PROJECT MANAGER JEI:FY WAKEFELD DESIGN SJT DRAWN SAD. arid LFM CHECKED M.W. WC 46 T 20 N. R 5 E. FILE ND � \LAKELAND-SO\26064 DATE 12/10/99 SCALE f-20' SHEET I5 OF39 ALE NO 26064 LAA ELAND S0. VF o Z D 166' y 111\ F.E.= 631.0 \ 1 1 — 1 -'1 I 1 II 1 II I I 82 I F.F.= 6,UO I I I NTX STA: 70fX) = STA 25+91.83 ELEV. - 832.57 II II 'I II I 1' I 11 83 F.F.= 61 , 648 644 ZY SEE SHEET 8 \ \ \ cA \ DIVISION 3, PH. 3,4, and 5 at LAKELAND PUBLIC ROAD AND STORM — REBECCA CT. S.E. (LOCAL RESIDENTIAL) A PORTION OF S.E. 114 OF THE N.E. 114 SECTION 6, AND THE S.W. 114 OF THE N.W. 114 SECTION 5 TOWNSHIP 20 NORTH, RANGE 5 EAST, W.M. CITY OF AUBURN, PIERCE COUNTY, WASHINGTON \ F.F= 631.5 \ 1170 /,. 71+24.72, 54.02 Li }—` F.F.- 631.5 1 1 �70Wd.26, 56.29' LT IE 630.37.' 78 \ 1 r 1 1 IE. - 6R95 F.F.=. 632.5 \ /1 1 135 LF 8'0 SD /17 rA Coo 71+�SBB, 30.31' LT 63A5 � t J CT. 0 1'��-\ I /I fE 170 LF 8 Ili SO 73 1 / F.F.= 634.5 SEE SHEET 8 C8 a TYPE I STA = 70+1284, 14.53' LT RIM = 632M SOLID LID 636 I.E. = 82&37 12" ( I.E. = 628.32, 12' 632- _--_- 628 624 - - 620 616 F_ n s a 135 LF 6"s 1 1 t 71+00 .. I 72+00 . v I i\ 1 71+5 76, 3206' RT; IE. = 631.00 � 76 9, RT � 629.14 ` 71+21.76, 55.19' RT /70+97.29, 55.84' RT fE. = 630.03 % C. = 629.71 -- / 74 ,._. F.F.= 635.0 a7 e �1 644 � N + -- LOW POINT ELEV-= 631.75 ? c - -- + 640 LOW POINT STA = 70+49 + III < --- Pvt STA = 70+64 PW ELEV = 631.15 G� "' 6• A.D. = 6.00 _636 K = 15.00 -_--- 632 27 LF 12'0 SD 0 0-46R 0 63' -------- PROPOSED 8' SANITARI SEWER LINE -- CB (!, TYPE 1, W/ TNINU CURB STA = 70+01 1J ' LT .. RAM -e tm 63(_ 11 I.E. = 62&1 12 N (o2`N. 69 L1 E. - 02&, 12- 62%.69 I.E. = 62&97, 6' CO jl, TYPE 1, N/ THRII CURB STA - 70+49, 1381' RT RIM = 631.312 6NI-116 I.E. = 62&5A 12' SE) 62S.S6 a 628 s W REBECCA CT. S.E. 0 7 "= 20' HORIZ. 624 a a 1"= 5' VERT. i!5 n o I<- w " 620 70+00 71+00 616 72+00 GRAPHIC SCALE 20 0 10 20 40 ( IN FEET ) I inch = 20 ft. N 1; M10121PAM N WLID D VMC LJ LAME NjAz' —DATE I Y"6-3 CATCH BASIN NOTES: 1. ALL CATCH BASINS ARE TO BE EQUIPPED WITH W.$.D.D. T. STANDARD PLAN B2A FRAME AND GRATE UNLESS OTHERIMSE NOTED. 2. UNLESS OTHEIMISE SHOWN, OFFSETS ARE r0 CENTER OF CATCH BASIN OR MANHOLE. IiQIE.. LOCATION OF DRIVEWAY CUTS ARE APPROXIMATE ONLY SHOWN FOR THE PERMITTING PROCESS EXACT LOCATION OF DRIVEWAY CUTS SHALL BE DETERMINED AT TIME OF CONSTRUCTION. STORM DRAINAGE CONVEYANCE PIPE WITHIN PUBLIC RIGHT-OF-WAY CALLED OUT AS SO SHALL BE ONE OF THE FOLLOWING MATERIALS: PIPE TYPE Qm PVC, SDR-21 >18' PVC, SDR-35 >3' PLAIN CONCRETE PIPE (12.0) >3' ASTM C-14 REINFORCED CONCRETE PIPE (>12'0) >16' ASTM C-76 DUCI7LE IRON PIPE CLASS 50 OR 52 W RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTI? OR'S CS1f4STRS1 TION RECORDS BY ��/� DATE: TITLER0.9TICN: CONFIRMED BY CITY DATE: PROJECT REF: FAC / 98-0023 1/i1� THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS. Approved By. jk— Date Approved: r 4 f o M O E 3 3 m Q 4rL o X°TM8nw a N r O I � M Y 501� _ i P ata Nm4 3 o a o � V M �a n N N U L cc Z 0 ct Coa10vi LLJ Q Q W W z n �2A o QWaQ 2�oW Um3v CL aj co d Q I U¢ ~ E m Z OL w O^ Cf) % w W r w Z J W J � U DATE SEALED Y-(0-22- AK WASF/•� d Q 0 w v n ISTERE'�G\2� C 7 MAL EXPIRES 1-31- PROJECT MANAGER JERKY WAKED DESIGN 3AD. DRAWN 3AD. and LFM CHECKED AIW SEC 5A T 20 N R 5 E_ FLE NO I:\LAKRMV-50\26064 DATE WlQl9 SCALE r-20' SHEET L6 OF39 FILE NO 26064 \ IMI,CLMIYV JV. / OZ 166Y FLOMM CURVE DATA - R-42.00 L=203.46 &=277'33'21' a DIVISION 3, PH. 3A and 5 at LAKELAND PUBLIC ROAD AND STORM - INTERSECTION DETAILS A PORTION OF S.E. 114 OF THE N.E. 114 SECTION 6, AND THE S.W. 114 OF THE N.W. 114 SECTION 5 TOWNSHIP 20 NORTH, RANGE 5 EAST, W.M. Cr Y OF AUBURN, PIERCE COUNTY, WASHINGTON 1 C GUTTER LI6INE73pp d 14 SELTEAV. T+574.9i 14' RT 14, 57f GUTTER LRIE, P.T. - - 1 32+26.00, 14' LT a , ELEV. = 574.67 FLomm 6621E DATA d GUTTERLONE P.R.C. R _ 3545� \ 31+93.26, 14,00' L7 qA CS M2 , RIM = 574.6 1 GUr1ERUINE P.R.C. FLOM M CURVE DATA 31+75.76, 2123' L7 R-35.00 L-2a09 *� o-3r48.15Y 0 5 '^ 2.66% 32+ni CURVE DA Ya e4JR-33.00-41.65 =7718'49' GITIERLIINE P.R.C. 31+77.11, 32.11' R7� 0 Ito �CB 1 6 AAK I 1 M da C/L 9iTJf ELEV. = 576.03 STA: 11+10.30 STA: 32+75.00 1 -1[CURVE DATA �\`I A = 96'19'32' R = 35.00 L = 50,84 1 `-LITTER 191E. P.C. c 32+21.49, 14' R7 ELEV. = 574.70 ip I I LINE wc '- ;a GUTTER LINE, P.T.- LITTER ' STA: 32+21.40, 14' RT g " 3,g 11+84.94, 14' RT ELEV = 574.70 p_Ey, = 577.44 td' 1 31+02.11 � Fl.OMJNE CA MTX M. = 58I.27/ STA 35+00.00 STA: 12+67.24 � a 1 m d GUTTER L98:' STA 35+14.00, 49' L7 CURVE RAM PONT + STA: 12+1&24, 14' LT STA: 12+18.24, 49' L7 8 ,��-�, ELEV. = 579.T2 STA: 35+49.00, 49' L7 14' 1 e ' Fl.ONSNIE CURVE DATA GUTTER LINE - -" 0 = 90100'00• STA: 35+49.13, 14' LT R = a00 STA 12+53.24, 49.13 Li L = 54.98 ELEV. = 580.01 579.42 ce #08 v RIM = 580.0 a 1 1 1 1 �eI d 1 pr1 �. s ICBM R911 = 580.0 ILI11E CURVE DATA A = 9216Y6' R = 35.00 L = 56.37 � GUTTER LINE STA 35+14.38, 50.39' R7 STA: 13+18.19, 14' Li ELEV. = 582.55 LITTER LINE STA: 35+49.23, 14' RT STA: 12+81.24, 49.23' Li ELEV. = 580.01 CURVE RADIUS POINT STA: 35+49.35, 49' RT STA: 13+18.19, 49' Li GRAPHIC SCALE zo o 10 20 40 ( IH FEET ) 1 inch = 20 ft. 63 RECORD DRANING CERTIFICATION THESE DRANINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS BY: DATE: TITLE/POSITION: CONFIRMED BY CITY DATE: st PROJECT REF: FAc # 96-0023 s< ii o . THESE PLANS ARE APPROVED FOR CONFORMANCE N77H THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS. Approved By. Date Approved: PF m o 3 3 S m a a � a N ^ n �$a m • $ n n`ov C 5 4 o3a N�a o � n �a - \ N CICr 04 co 0 cc Cf) cc jCC � J ll.l Z J W H J � U DATE REAL® q• /0-00 EXPIRES 1-31- DESm SAK� DRAWN 87i(x Yd LFAA. CHECKED fwlW. SEC 5,6 T 20 N R 5 E_ FILE NO t \LAHELPND-SO\26064 DATE 12/10/99 SCALE 1.'20. SHEET 2 OFF FILE No 26064 • LAKELAND S0. $oN 1-f 0 41 o). Dr66q FLOM.ME CURVE DATA o = 278'5B 34' R = 42.00 L = 204.50 GUTTER LINE STA: 38+36.26, 30.33' LT ELEV. = 587.22 FLOMLME CURVE DATA A = 65'4926" L = 40.21 R = 35.00 CURVE RADIUS POINT STA 37+95.75, 49.00 LT GUTTER LINE STA: 37+95.75, 14' LT ELEV. = 587.63 •: a. r"qm a kg w 587.40 T m GUTTER LINE STA 41+86.80, 47.21 LT STA 13+74.56, 14' RT ELEV = 584.44 DIVISION 3, PH. 3,4, and 5 at LAKELAND PUBLIC ROAD AND STORM - INTERSECTION DETAILS A PORTION OF S.E. 114 OF THE N.E. 114 SECTION 6, AND THE S.W. 114 OF THE N.W. 114 SECTION 5 TOWNSHIP 20 NORTH, RANGE 5 EAST, W.M. CITY OF AUBURN, PIERCE COUNTY, WASHINGTON GUTTER LINE STA: 38+36.97, 24.23' RT ELEV. = 587.36 FLOMLINE CURVE DATA A= 4116'51* R = 35.00 L = 25.22 �- CURW RADIUS POINT STA 38+17.4 49.00 RT GUTTER LINE STA 38+17.03, 14' RT ELEV. = 587.57 4 v a CA INTX ELEV. = SMAI GUTTER LINE 1;4t� STA: 13+95.38, 75.35 RT STA: 41+24.83, 26.70 IT / ' � - �O ELEV = 586.08 � � \ "z n FLOVA.INE CURVE DATA �-1.31% 5 j IT-4„ / R = 42.00 15" 4 G� dJ ' \ \ i GUTTER LINE RIM = 5&5.24 \ STA. 41+24.70, 26.86' RT A STA: 14+46.95, 75.48 RT FLDMIINE CURVE DATA o ELEV = 586.08 p= 138'50'11' 0 R=MOO o�c� L = 84.81 S' &kn' a ---- - GUTTER LINE \ CURVE RADIUS POINT STA 41+86.60, 4&38' RT STA 14+69.13, 49' RT STA: 14+69.11 14' RT � STA 41+51.61, 49.24 RT ELEV = 567.60 , CURVE RADIUS POINT STA: 41+51.84, 48.95 LT STA: 13+74.56, 49' RT FLOMJNE CURVE DATA 0 = 137'40'07" R = 35.00 L = 84.10 C8 N - o RIM = 5B5.26 \a a STA: 42+00.00 STA: 14+21.09 e CURVE RADIUS POINT s"' \ STA: 15+49.71, 49'51. LT 2r GUTTER LINE STA: 45+49.71, 51.93' Li q� STA: 15+26.66, 14' LT STA: 45+14.72,52.89' Li h ELEV = 589.4646 a\ � {tr \4 FLOMJNE CURVE DATA GUTTER LINE 0 = 13M'12 \ STA: 15+50.47, 75.34' LT \ R = 35•00 STA: 45+75,55, 28.33' LT \ L =00 O'� ELEV = 591.47 / V' i \Ory 16 FLOMJNE CURVE DATA , 74 L = 207.71 �y \ 2.09z CB i28 `L 45 00 CS #24 FLOWLINE CURVE DATA \ \\ 0a A = 139'09'12" GUTTER LINE c v' R = 35.00 STA 16+09.40, 75.34' LT 8 IN 201 L = 85.00 STA: 45+75.55, 2&33' RT IN ELEV = 591.47 CA INTX ELEV. = 591.72 \ 15+79.94 \ \ '- ~-_ CURVE RADIUS PONT STA STA 5+00.94 STA: 16+33.21, 49' LT STA: 45+49.71, 51.93' RT GUTTER LINE STA 16+33.21, 14' LT STA 45+14.72, 52.89' RT ELEV = 593.48 GUTTER LINE STA 17+05.76, 14' RT STA: 53+79.13, 4129' LT ELEV = 597.40 1 CURVE RADIUS POINT STA: 17+05.76, 14' RT STA: 53+43.43, 49' Li FLOMMXE\ CURVE DATA o - 815620• R - 35.00 L - 50.05 / GUTTER LINE STA 17+35.08, 46.13' RT STA: 53+43.43, 14' LT ELEV = 59&36 -6 4 00 Y a ce Q 597.84 4 IN \ \Cow\ CA INTX ELEV. = 600.18 STA: 17+46.94 4114P-STA: 53+89.56 1�800-�45 IN IN I GUTTER LINE STA 53+4&20, 14' RT N a STA: 17+58.80, 44.86' RT 17 ELEV = 598.41 FLOMJNE CURVE DATA A = 7952'12' R = 35.00 L = 48.779 CURVE RADIUS PONT STA 17+88.08, 49' RT STA: 53+45.20, 49' RT a .d S?3„TO GUTTER LINE STA: 17+88.08, 14' RT STA 53+79.12, 43.25' RT ELEV = 602.08 GRAPHIC SCALE 20 0 10 20 40 ( IN FEET ) 1 inch = 20 ft. RECORD DRAW CERTIFICATION THESE DRAMNGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS BY DATE. TITLE/POSITION CONFIRMED BY CITY DATE: PROJECT REF. - THESE PLANS ARE APPROVED FOR CONFORMANCE MTH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS. Approved 13y. Date Approved: t I= 0 �g y3 S 3 S > j j < m Q W a N ^ 1n o1T c' xC I I Sin n �aa m • a 3 o a yam iv Ear � I �a N v c J cli Lu ('7 0 _3 co a WZ°zo Via= QWp0 a L =3oo UmCc ILI cn 3" I ULu ~ E cD m W O M V cr) cc Q W W Z J W U DATE SEALED 1 EXPIRES L-31- PROJECT MAN4AC ER JERRY WAKEFELD DESIGN SRO. DRAWN SAID end LFIA. CHECK® NIW. SEC 5,6 T 20M p5E qLE NO I: \LAKELAND-SO\26064 DATE 1270199 SCALE 1' "20' SHEETS OF39 FLE NO 26064 LAKELAND SO. A 01_ D I ( [ GUTTER LIE STA 20+30.41, 49' LT STA: 60+49.00, 14' L7 CURVE RADIUS POINT ELEV = 615.85 \ STA 60+49.00. 49' LT STA 19+95.41, 49' L7 GUTTER LINE STA: 19+95.41, 14' LT STA 60+14.00, 49' LT EIEV = 61188 . 91.1' TO C8110 FROM P.C. FLOIUNE CURVE DATA 0 = wwoo' R = 35.00 L = 54.98 \ 20+00 el 6m a 0 I � i I i _ _ S gP °O izT AC CB18 d IY I DIVISION 3, PH. 3,4, and 5 at LAKELAND PUBLIC ROAD AND STORM - INTERSECTION DETAILS A PORTION OF S.E. 114 OF THE N.E. 114 SECTION 6, AND THE S.W. 114 OF THE N.W. 114 SECTION 5 TOWNSHIP 20 NORTH, RANGE 5 EAST, W.M. CITY OF AUBURN, PIERCE COUNTY, WASHINGTON GUTTER LINE STA 20+58.41, 49' LT STA 60+49.00, 14' RT CURVE RADIUS POINT ELEV = 615.85 STA: 20+93.41, 49' IT / STA 60+49.00, 49' RT FLOM M CURVE DATA GUTTER LIE L901DO00' STA 20+93.41, 14' LT R = MOO STA: 60+14.00, 49' RT L = 54.98 / ELEV = 619.45 103.4' TO CB,M FROM P.C. 21+00 P' I a INTX ELEV. - 617.08 STA 60+00.00 GUTTER LINE STA 50+21.73, 4861' LT / ELEV = 584.71 CURVE RADIUS POM7 STA: 50+56.67, 49' RT -- 1 FLOMLINE CURVE DATA GUTTER LINE A = 8917026* STA: 50+56.67, 14' LT R = 35.00 ELEV = 584.50 L = 5454 far d I1^ e < I DC I 73.8' To CB#21 1 I FROM 51+00 1 I � P(,,, $.E• _ 135.25' FROM CB#19 - - - - T I a t I a I I 1 / GUTTER LINE I rr \h STA: 50+56.62, 14' RT 1 \ ELEV - 584.50 FLOMUNE CURIE DATA A = 89T9'35' 1 j R = 35.00 ' L = 54.46 1 CURVE RADIUS P0INT GUTTER LINE STA: 50+56.81, 49' R7 STA: 50+21.73, 48.61' RT IELEV = 586.06 CA INTX ELEV. = 63257 1 4=114 j_GJ ti 632.74 i FLOMUNE CURVE DATA i o a a A = 132'42'54' R = 35.00 L = 81.07 c GUTTER LIKE CURVE RADIUS POINTSTA 26+49.11, 14' RT STA 28+49.11, 49' R7 STA: 70+11.03, RT STA: RT STA 70+45.72, 49.12' RT ELEV = 63286 GUTTER LINE STA 70+72.67, 26.79' R7 STA 26+70.03, 73.58. R7 ELEV = 631.44 �1 J LINE STk- 27+34. 55, 14' R7 STA 70+11.03, 44.46' L7 ELEV = 631.63 FLOMLIE CURVE DATA 0 = 132'4254' R = 35.00 L = 81.07 € ..32 CURVE RADIUS PONT STA 27+34.55, 49' RT STA: 70+45,72, 49.12' LT GUTTER LINE STA: 27+1163, 73,58' RT STA: 70+7267, 26.79' LT ELEV = 631.44 T 919 RIM--- 631.32 631.34 \ �c5l. I 611ILINE CURVE DATA :oa \ = '44` R 42.00 R = 42.00 L = 205,78 G GRAPHIC SCALE 20 0 10 20 40 ( IN FEET ) I inch = 20 ft. RECORD DRAM94G CERTIFICATION THESE DRAMINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS BY: DATE: TI TLE/POSITION: CONFIRMED BY CITY DATE: PROJECT REF: THESE PLANS ARE APPROVED FOR CONFORMANCE MITI THE CITY OF AUSURN'S ENGINEERING DINSION REQUIREMENTS. Approved By. SJ4 Date Approved: a}/ I /co m Q D U ` J O O all a � N^ K � a�m � ono xG C �I� C s N 4 o�a Nop �a V n �a L0 U J C cli () Lu CL O Q Z I'- W Zz� Q `l 7 p 7 (ng<z �� W QYo0cm °D03 c m Z Lu z W Or^ °C � C0 cc LIJ Q W W Z I1J U DATE SEAL® O • 0.7 EXPIRES- 1-31- _-'.� .r...-_- ;, _ _ - . DESKIN SAD. DTiAVVN SAD. and LFM CHECKED M.W. SEC S6 T 20 N. R 5 E. FILE NO I: \LAKELAND-50\26064 DATE 12710799 SCALE T'W SHEET V OFF FILE No 26064 LAKELAND SO. � 11 .tee` '. c. 4� oz D 166'f 596 592 588 584 580 576 572 568 564 560 DIVISION 3, PH. 3,4, and 5 at LAKELAND SANITARY SEWER AND WATER - NATHAN AVE.S.E. (LOCAL RESIDENTIAL) A PORTION OF S.E. 114 OF THE N.E. 114 SECTION 6, AND THE S.W.114 OF THE N.W. 114 SECTION 5 TOWNSHIP 20 NORTH, RANG 5 EAST, W.M. CITY OF AUBURN, PIBICE COUNTY, WASHINGTON SEE SHEET 26 10 12 — _- -� F.F.= 577.0 I F.F.= 57&0 F.F.= *.0 I I I 1 + --r T-� 1 a# ; , PAR i STA: 1+22 I STA, \ \ I O+oo 45 LF 6'0 PVC 45 LFPVC IV. 568.5 I T059 INV. = %7.5 60 I \ PVC `71--kF 8- DI CL 52I V. = 569.75 --- --- 17 ...� 11+1571. 5.09' Li'� \ - - -Ti - - _ - - — _ II p 1111 / NATHAN AVE. se ,G 7.4 , .41' L7 --------- � Z Y O 00 ---------- --_ EX. SSW- - -p- I� I��---�---- ---- MTK STA: 11+10.30 (P.G) STA 32+75 x \ / I IlEV. = 576-03 \ I I I SSMH #1510-44 I I ' f.F.= 575.0 �aa ' tt+Do 1 2 146 LF 8" DI CL 52 12+6220, 4�@-LT �. 0 Q 12+00 Z 73+00 �q 4 O C� J / � - _- _- ___ 1 72 -- qSj - I � fLL1: - 5111.271 � — 1 P 3 1/ — _ STA: 1+45 40 _�\ 'f PVC fXINV. i 38LLFfi - INV = 57.3.p \ 7 SEE SHEET 25 9+00 10+00 11+00 12+00 13+00 PIPE INVERT ELEV. PIPE CROWN ELEV. 1p 572.52 (WATER) 571.92 (STORM) © 573.55 (WATER) 572.48 (STORM) Q. 57738 (WATER) 575.93 (STORM) 579.04 (WATER) 576.82 (STORM) UTILITY CROSSING NOTE: AT UTILITY CROSSING NO. 1 THE MINIMUM REQUIRED COVER FOR THE WATER LINE SHALL BE REDUCED TO 36 AND THE PIPES SHALL BE ENCASED IN COE 5' EACH SIDE OF CROSSING TO REDUCE THE ALLOWABLE CLEARANCE TO 6". NOL. SEE SHEET 37 FOR ROAD CENTER LINE BEARING/DISTANCE AND CURVE INFORMATION. 592 GRAPHIC SCALE 20 0 10 20 40 ( a FLTr ) L inch = 20 ft. *]Irtl CONTRACTOR SHALL VERIFY LOCATION, IE'S, AND FITTINGS REQUIRED PRIOR TO CONSTRUCTION, CONTRACTOR ALSO TO NOTIFY ENGINEER OF ANY DISCREPANCIES AND COORDINATE WITH CITY FOR ANY ADJUSTMENTS. SALVAGE ALL FITTINGS AND APPURTENANCES, IN GOOD OONDITION, TO CITY. 1-8'x 6- TEE (MJ)R) Q1-6' GATE VALVE (FLxMJ) 1-6' F.H. ASSY. THRUST BLOCKING 1-8' it 114' BEND (MJ) THRUST BLOCKING 1-8' x 6' TEE (FL) 10 1-8' GATE VALVE (FLxMJ) 1-6' GATE VALVE (FLXMJ) 1-8- ADAPTER (FLxMJ) THRUST BLOCKING REMOVE EX. CAP, BLOW OFF ASSY, AND 8' GATE VALVE AND CONNECT TO EXISTING MAIN, PROCEEDING WATER MAIN CONSTRUCTION ® ACCEPTANCE BY THE CITY OF BONNEY LAKE/ AUBURN, INCLUSIVE OF SUCCESSFUL PRESSURE AND PURITY TESTS AND FLUSHING OF THE WATER MAIN. INSTALL TEMPORARY BACIalOW PREVENTION ASSEMBLY AND 4' TEMPORARY BLOW OF ASSEMBLY PER DETAILS ON SHEET 36. 588 L 3, 13 D U U [L NAMEQV&f� DATE I-14-0-3 584 FOR WATER ONLY RM01 576 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 4/ro/zv>o 'CITY EN INEER DATE 572 N41E. LOCATION OF DRIVEWAY CUTS ARE APPROXIMATE 568 ONLY SHOWN FOR THE PERMIT77NG PROCESS. EXACT LOCATION OF DRIVEWAY CUTS SHALL BE DETERMINED AT TIME OF CONSTRUCTION. 564 RECORD DRAWING CERTIFICATION THESE-DRR'SAWINGS CONFORM TO THE CONTRACT COISTRU ON RECORDS BY: DATE: TITLE/POSITION: CONFIRMED BY CITY �' L` DATE: 3-a7'23 PROJECT REF: FAc 1 96-0023 �ii o0 THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION REOUwwNTS. Approved By. `J 1n ww.. � c Date Approved: 41 I/ f e o a� a � fio � o M V K S S 3 3 �w N VI ¢ a a ¢ � J C cri cc � � �aZVj W Q LLI 7 c y � J Q (t Lu _ QY W Z U��U Um3-C r C Q Z w E Z w co cr LLJ 7 1J Z J W - J = U DATE SEALED qi' EXPIRES 1-31- Z PFK>JE-CT MANAGER JERRY WAKEFIELD DESK3N SAD. DRAWN SRD. end LFAN. CHECKED M.W. SEC 5,6 T 20 N. R 5 E FILE No I: \LAKELAND-SO\26064 DATE 12/10/99 SCALE r-20' SHEET Z OF39 FILE NO 26064 LAKELAND S0. o2.D(66y - 608 604 596 592 584 580 '76 F.F.= bw.v / DIVISION 3, PH. 3,4, and 5 at LAKELAND SANITARY SEWER AND WATER - NATHAN AVE. S.E. (LOCAL RESIDENTIAL) A PORTION OF S.E. 114 OF THE N.E. 114 SECTION 6, AND THE S.W.114 OF THE N.W. 114 SECTION 5 TOWNSHIP 20 NORTH, RANGE 5 EAST, W.M. CITY OF AUBURN, PIERCE COUNTY, WASHINGTON SEE SHEET 28 SEE SHEET 27 SEE SHEET 29 14+00 15+00 16+00 17+00 608 0.T 6 604 596 GRAPHIC SCALE 20 0 To 20 40 ( IN FEET ) 1 inch = 20 ft. KEY MAP N 1-8"x 6" TEE (MJxFL) O 1-6' GATE VALVE (FLxMJ) 1-6' F.H. ASSY. THRUST BLOCKING 1-8" 11 1/4' BEND NJ) THRUST BLOCKING 1-8" x 6' TEE (FL) 10 1-8' GATE VALVE (FLxMJ) 1-6' GATE VALVE (FLxMJ) 1-8" ADAPTER (FLxW) THRUST BLOCKING 1-12' x 12' TEE (FL) ® 2-12- GATE VALVES (FLxW) 1-12" 11.25- BEND (NJ) 1-8" GATE VALVE (FLxMJ) 1-12" x 8' REDUCER (FL) PIPE INVERT ELEV. PIPE CROWN ELEV. Q 581.39 (STORM) 580.29 (WATER) © 585.49 (STORM) 584.39 (WATER) ® 588.05 (STORM) 585.95 (WATER) (1) 593.42 (STORM) 592.32 (WATER) 0 596.57 (STORM) 595.47 (WATER) DEFLECT WATER LINE AS NECESSARY TO PROVDE 1' OF VERT. CLEARANCE. Q3D DEMU Ssz NAME DATE m 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 DATE NOTE: 584 LOCATION OF DRIVEWAY CUTS ARE APPROXIMATE ONLY SHOWN FOR THE PERMITTING PROCESS. EXACT LOCATION OF DRIVEWAY CUTS SHALL BE DETERMINED AT TIME OF CONSTRUCTION. 580 576 572 568 DATE: TITLE/POSITION: CONFIRMED BY CITY DATE: PROJECT REF: THESE PUNS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS. Approved By. Date Approved fhl feo I.J Q 1n rt aI f g o a a M W W Ci W �s W Q ' as V) N to U 7 _I C co C0 cc Qui Ct 3 .Z F- WZa ui . Q O i, m 3 Eql -jCQ �Q U t m `Q Z Q Z w ?G W Z vai W O co Lu Z J W J U DATE 9EAL.H�(-�0-00 EXPIRES- 1-31-Q17 1 DESK3N SAD DRAWN 3AD. and LFA4. CHECKED µW SEC 5i8 T 20 N R 5 E FILE NC 1:\LAKELAND-SO\26064 DATE 12/10/99 SCALE P"p. SHEET 21 OF39 FILE No 26064 LAKELAND SO. o� D q6 y DIVISION 3, PH. 3,4, and 5 at LAKELAND SANITARY SEWER AND WATER - 64TH ST S.E. (LOCAL RESIDENTIAL) A PORTION OF S.E. 114 OF THE N.E. 114 SECTION 6, AND THE S.W. 114 OF THE N.W. 114 SECTION 5 TOWNSHIP 20 NORTH, RANGE 5 EAST, WM CITY OF AUBURN, PIERCE COUNTY, WASPMTON t SEE SHEET 30 sTk z \ - -I z 42 LF 6 f3PVC � I I �-------------------I e � -------�+-----�----- i MM \ ~ INV - 595.0 / I - I 1I III i' al I .7�J ,�c I �c I 1 I / z \ / '"� / I II I RA I I I III / F, }- 621.5 I F.f.= 626.0 u �� �� i F.F.= 8�1.0 �E� 81Q0 d I II I s¢ 43ALF 6*f PVC I I I I ° I II I) I INV. = 599.0 J I li I I I II 1 � 18+41,27, 6.34' L7 I I STA: 0+40 \ N o \ \ 44 LF 6'0 PVC r \ ° ` I \ 1 44ALF W 6' PVC �.10' LT INV. = 609.0 NTX Su 2w44.41 INV. 14.0 -. = I I \ \ E1N.a- 617.0E 20+4 O 33 /�` ------ -- _ F � i 139 LF 12" DI CL 52 o^b '�`O �'J r ° -- 259 LF 12" DI CL 2 19+00 0 n K ,ST, 20+00 it CL 52 1+000+59 0 0 i 37 LF 6"E PVC INV. = 595.5 am /STA. 0+12-- i / 37 PVC f-�/ �. '- - ------ - ---'�---------�-- , 1 i/ / -1- -- --- -�-1 T --- --c ------ - - ----- -7 -- - --- CIA- -�-\� \ 37 LF 6Y PVC i I I INV. = 601.0 , i STA: 0+20 ' ' '�' 1 37A: %+ / i STA: '0+60 , / i `"-------- 1 6 LF 6-0 PVC 36 LFI6'E PVC I J6A 06'iOB�'C 37ALF06 ®9P I S 1+617.0 1 37 619.0VC Lf 6'E PVC I p1 ,1 = INV. ;= 606.0 I I I = 6� 2.0 I INV. = 6 .0 I 17 ' I F.F.=B1iA ' ' F.F.= 622.0 ' REF.= 628.5 c� F.= 625.5 / F.F.= 609.5 / F�f.= 61(�.0 F.F.- 66/0.d�\ F.F.= 814.0 632 T64:i 624 620 rN 612 808 LAD I A121 Rl11 = GOt.lt & TYPE I - 48-0 - LADDER (5) 1.05, 3..W Rf (o.1A'RT ! - =396-31- 595.-K0-- - - OUT - 606.2595.6E 0 - - - - - 1' CLEAR J -- -- STORM 600 5gy%(NDER ?. VC.SDR35 0.5` 80�8WP ^ -- --- n � a � 596cs `. Ii------- ------ z n U a o W o O d 592 3588 •� N 2 I a > a 18+00 19+00 I if 0. a' 130 LF 8 0 PVC SDR35 � z 64TH ST. S.E. w 1'= 20 HORZ 1- ly I a N =- IN =- OUT IN =. (5F) TYPE 1 - Will 35�rF 5.�(o RT 1 16.1+9 I - $ 632 + _y 628 as 2D GRAPHIC SCALE a ( IN FEET ) 1 inch = 20 It WATER CONSTRUCTION © THRUSTiBLOCKEiG () 1-12"x 6' TEE (MAFL) ® 1-6' GATE VALVE (FLxMJ) 1-6' F.H. ASSY. THRUST BLOCKING 1-12' x 8' TEE (FL) 2-12" GATE VALVES (FLWJ) ® 1-8- GATE VALVE (FLxMJ) THRUST BLOCKING PIPE INVERT ELEV.PIPE CROW ELEV. ® 606.16 (STORM) 605.0E (WATER) 1© 613.1E (WATER) 611.04 (STORM) 624 N0�. %CT WATER LINE AS NECESSARY TO PROVIDE 1' OF VERT. CLEARANCE. ...,�.r_fmt-__. _ 620 V CLEAR rp UNDER STORM FOR WATER ONLY 616 V35 03:?7� 8.4 pVC d 612 608 � m u GO1' = 3 " --- +��® 0 ti N ® y � ? �,'N�^mil -LrtIV❑ D Ijj` fjjl IjjL�I I7 V�LJ LJ LOCATION OF DRIVEWAY CUTS ARE APPROXIMATE ----- ---- - ONLY SHOWN FOR THE PERMT71NG PROCESS. NAME DATE EXACT LOCATION OF DRIVEWAY CUTS SHALL BE ---- 600 DETERMINED AT TIME OF CONSTRUCTION. M m 21+00 MENE97 MI. 22+00 592 RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CO TRUCTION R CORDS BY DA - •03 nnE/voslnoN: I CONFIRMED DY CITY �`{` DATE: PROJECT REF: FAC f 98-0023 �/ /i" THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS. Approved By. 1�.Q•w �- J Date Approved: !0/100 Q � C? d g M o 0 o a 3 3 S S 3 m zm m= m Y Q � T _j F E E rn Z3 i3 m Z 1 N a a N ^ (n W W and O m m p7 �a°ii loft C nO l -rnn 01 � u1 �N nov y N 3 O V Ea o � �r �a M N � U J C J Cd (j) cr CC M 3 ~ CnZZW Q W Q a Trs _ CA-j¢F W Uj U _<M Uc 3 CV)Z w can Z w Q w w w Z W U DATE SEALED 4W - O� EXPIRES, 1-31- Z PROJECT MANAGER JEPRY VVAKEFV iD DESIGN SRD. DRAWN S.RD. and LFA4 CHECKS M.W. SEC 5 T 2T 20 N R 5 E FILE ND I:\LAKELAND-SO\26064 DATE 12/10/99 SCALE 1''20' SHEET 22 OF39 F9LE NO 26064 LAKELAND S0. ?f 5u 22 41 02.166 DIVISION 3, PH. 3,4, and 5 at LAKELAND SANITARY SEWER AND WATER - 64TH ST. S.E. (LOCAL RESIDENTIAL) A PORTION OF S.E. 1/4 OF THE N.E. 1/4 SECTION 6, AND THE S.W. 1/4 OF THE N.W. 1/4 SECTION 5 TOWNSHIP 20 NORTH, RANGE 5 EAST, W.M. CITY OF AUBURN, PIERCE COUNTY, WASHINGTON II II � I i 90 II -J I1III I I ^0+.08.0 P6 FF.6 .8�- 8 87 1 FF= 6V3C �5.0 F.F.= 6A5 FF.= 632.0 FF= 634.00 . STA: 1+74 &A+PLSTA: 3+18 43 LF/ STA: 243 LF 6"0 PVC L6pvc 44 IF 6"/ P443 F C N4 L V. = 62ZO INV. V 49.64 6 I INV. = 621.0 .0 INV. = 628.0 i8 __-___- -- _---_-\ ---._ ___ __- __23 Z F o d p 12 A71i 163 LF 8" RI CL 52 3� U O 22+00 i 20+00 1 32 24+00 N 64TH ST. SE � _ h W ---- --�, -- - - - - - - - - - -T, v - -r ------ —----------- , �r� _ — — — — — — `—�_ ——r— —-------t II I STA: 2+14 : i STA: 2+68 f� / S1 3 ! \ V ` - 35 LF 6v PVC 37 IF 6'/ PVC i 38 LF 6'/ PVC I 3 if 6 /PVC 1 '1\ t V. - 628.0 INV. = 628.0 1 INV. = 622.0 INV. = 616.0 1 f / 67 F.F. 628.5 I/ -I F.F.- 630.0 F.F.- 631.5 EF=-636:5--}- 644 ___ _ _ HIGH POINT ELEV = 634.85 644 HIGH POINT STA = 24+80.49 PM STA - 24+12.50 -- - --- PW ELEV - 635.94 640 _- _ _ AA = -&10 640 K = 36.87 636 S.E. 636 64TH ST� � -- - _---�---------- 1 "= 20' HORZ. m - 1'= 5" VERT - 3.5COM Wt - - - - - 632 -- -- -- -- 632 628 - - 4.90% - 1 628 _ 12' D.I. CL-52 WATER 624 -LN41Rt - 624 - - �--� - 620 / t _ }3 PVC 5 ®* Y m N 5tt-33, IIPE __.. 620 © 3 4 SDR3 a ,� i _ 4ro .. UNDER STORM 8^ ^ ®^� tl -.- Y =�ik86I 633. I T s 415.36- 616 n '� a w - N 6' IN-626ii- G25.O,1 -- 616 .a `� n c+.i : •'' L S 6' II - 626.47 Q'.2.5.51 L D ERE ,.. 612 --_ ---- m + i N' C - -.' - H -- --- - 612 N >:_ 608608 y m u �w aW e n 22+00 23+00 24+00 GRAPHIC SCALE 20 0 10 20 40 ( IN FEET ) 1 inch = 20 ft. 3Q 1-12" X 8- REDUCER (MJ) PIPE INVERT ELEV. PIPE CROWN ELEV. Q 621.98 (STORM) 620.88 (WATER) © 628.56 (STORM) 627.46 (WATER) DEE� DEFLECT WATER UNE AS NECESSARY TO PROVIDE V OF VERT. CLEARANCE. Q�2DUBMOd4 NAMEhJVJ --DATE-J--V-63 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 DATE Nm- LOCATION OF DRIVEWAY CUTS ARE APPROXIMATE ONLY SHOWN FOR THE PERMITTING PROCESS. EXACT LOCATION OF DRIVEWAY CUTS SHALL 6E DETERMINED AT TIME OF CONSTRUCTION. RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACTOR'S WTION RECORDS BY: DATE: TITLE/POSIDON: P.bK%Ma4Pi^ CONFIRMED BY CITY ( DATE: -'Sna7-2-03 PROJECT REF: FAc # 98-0023 l� o0 THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS. n e Approved By. Date Approved: a � o 0 a w 13, m m Y �a� i �Z Vl klil oz 0 / 6 6 Y DIVISION 3, PH. 3A and 5 at LAKELAND SANITARY SEWER AND WATER - 64TH ST. S"E. (LOCAL RESIDENTIAL) A PORTION OF S.E. 114 OF THE ME 114 SECTION 6, AND THE S.W. 114 OF THE N.W. 114 SECTION 5 TOWNSHIP 20 NORTH, RANGE 5 EAST, W.M. CRY OF AUBURN, PIERCE COUNTY, WASHINGTON85 Q Gap \ $;3 �` 15 �� 14 GRAPHIC SCALE \ _.. r- r \ --F.F.=GI5.0 / 11 82 ` o \ D \\ 24+86.81, 0.84' Li F.F.- 634.5 / F.F.= 634.0 i F.F.= 633.0 I FF.- 831.0 20 0 m z0 w \ STA: 0+62 � I ` w •♦ \ 33 LF 6"0 PVC \ 11 1 inch = 20 ft. ( FEET ) N \ \ \ INV. = 628.5 1 23+12.23, 4.36' RT Lu w V ' ' v v 32 LP-6"0 PVC ` N • ° \ \\ INV. = W-0 I �� •�1x\i vv _. 0+38 \ \ \ \ ♦ �.,- 31 LF 60 PVC I STA: 0+58 STA: O+bD \ 32 LF 6'0 PVC 35 LF 6"0 VC \ ♦ D ' ` INV. = 625.0 i INV. = 624.0 , �'\\ 4' INV. = 628.P'j \ \ \ ' I _ J _ / / V x �♦ ° 7q� V �> - 4 (vim \\------_--_-- W SSW y r 63 Ij STA: 0+79 '♦ "� �. q? ,I l 45 LF 6"0 PVC v � -� ® 01 CC r .`'- 64TM $T aE. 26+96, 1' RT 2 / / 1 INV. = 628.0 / \ ` v v _ 26+26.94, 5 1O' RT-.--_ �-- _ 0 27+00 _ \� 71 LF 8" DI CL 52 8�� / / 7 STA: 0+34 48 LF 6'1 PVC / INV. = 628.0 1 25+85.23, 5.11' RT � � � - � � ♦ d� ---�27+70.63- 4-87* RT \\ / 1 WD( STA 26+91.113 \ F.F.= 636.5 / / . STA 70+00 \ / 7� l \ F.F.= 634.5` OV r '``-`_-`-_`-` / /',� I \♦`\ \\ F.F.=631.5 72 74 _ F.F.= 635.0 -�,L / 6� \� 4\ .�'�I 12 79 F.F.= 631.5 1 ` SEE SHEET 32 it MATCH EXISTING - ----.r -_-- -_ PAVEAffN7 3.5' COVE Y Y 636 -- - - - - - - - 8" D.I. CL-52 WATER -- - --- - - - -- T--1Y-----I 35 --- ----tt----� -134-LF 8"0 PVC SDR35 030.953 628 :-Wr I I 99%LF 8"0 PVC SDR35 0 1 00%' j - - - - L JEXISTING 8" WATER I.3% _ _ - - _ 7 8"0 PVC SDR35 ®6:900 #1511-37, TYPE I - 48"I o $ ^0 0 - -_J I®�®------------ - 624 STA = 24+50.24, sae R� 4.50 RT z n a a L0� - - RIM = d3457- G34.48 e 11 a 'N° 1 S901 1511-36, TYPE 1 - 48 a v „� - ' - - - - - - - - - - - - - - LE. (ME) 8" OUT = -84&G? ro".13 z �'- �I .�.. II STA = 25+85.00 5.5W f=1: 1; C LT e w LE. (S)_6--M�-62lS.24✓ m RIM - ISZU70♦% EX. SSMH 1511-29, TYPE 1 - 48"0 T.E. B'' M=324-73 G24. 85 - STA = 27+74.98 6.58'-LT LADDER (NW) a '# O e� a I.E. (E) 8" OUT 6Z4.80 °�° Q x RIM SW) 8: IN 620 Y > 1 + E. (SW) B" IN=-6?2rJ-3622.85 LA DDER CSE) �{ ) I.E NE 8" OUT =+iPF&3622.�'5 z o I.E. E) 6' IN =899.80- /022,90 H ? 15ALF 8 0 PVCVS( 1?35 616 0 0.93% SSMH#1511-34, TYPE 1 - 48'0 -_ REM IVE CAP STA = 86.23, (0.50 LT CONNECT 7p EX. 8" PIPE RIM = G32.3�• - IE= 622.81 (FIELD VERIFY) 612 I.E. 8" IN= 64394 623.81 LE. S 8" IN = smoo-G23.83 -- I.E. ) 8' OUT 111MISO (e23J2 25+00 26+00 27+00 28+00 608 Z'\ 0 M V U LT NAMEJAZ DATE 604 WATER CONTRACTOR SHALL VERIFY LOCATION, IE'S, AND FITTINGS REWIRED PRIOR TO CONSTRUCTION. Q CONTRACTOR ALSO TO NOTIFY ENGINEER OF ANY DISCREPANCIES AND COORDINATE WITH CITY FOR ANY ADJUSTMENTS. SALVAGE ALL FTRNGS AND APPURTENANCES, IN GOOD CONDITION, TO CITY. 1-8'x 6' TEE (MJxFL) Q1-6" GATE VALVE (FLxMJ) 1-6" F.H. ASSY. THRUST BLOCKING Q1 8" 22 1/2" BEND (NJ) THRUST BLOCKING Q1-8" 11 1/4- BEND (NJ) THRUST BLOCKING 1 8" x 6" TEE (FL) Of 1-8" GATE VALVE (FLxMJ) 1-6" GATE VALVE (FLxMJ) 1-8" ADAPTER (FLxMJ) THRUST BLOCKING REMOVE EX. CAP, BLOW OFF ASSY, AND 8" GATE VALVE AND CONNECT TO EXISTING MAIN, PROCEEDING WATER MAIN CONSTRUCTION ® ACCEPTANCE BY THE CITY OF BONNEY LAKE/ AUBURN, INCLUSIVE OF SUCCESSFUL PRESSURE AND PURITY TESTS AND FLU94WG OF THE WATER MAIN. INSTALL TEMPORARY SACXFLOW PREVENTION © ASSEMBLY AND 4" TEMPORARY BLOW OFF ASSEMBLY PER DETAILS ON SHEET 36. INSTALL AIR RELEASE VALVE ASSY. ® CONTRACTOR SHALL FIELD LOCATE AT HIGH POINT IN WATER MAIN 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 4W'14 t-i DATE ND7E: LOCATION OF DRIVEWAY OUTS ARE APPROXIMATE ONLY SHOVIN FOR THE PERMITTING PROCESS. EXACT LOCATION OF DRIVEWAY CUTS SHALL BE DETERMINED AT TIME OF CONSTRUCTION. RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRAC70lR$ C STRU DS DATE: - - TITLE/POSITION: �����yc4� .SODA CONFIRMED BY CITY PROJECT REF: FAC i 98-0023 ta-, 7y THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS. Approved By. ��5� Date Approved: SN��ao or M 0- g S ul S C S 3 � � Lu ci Z3m KN z �z N L U � J c J cc ,Ifct CC F W C'� 3 IZ- rij I11ZQul Q a Cc: ct) n' ' W QLu Ud = e co a U CL p��<p �o`dj¢ �- c") z w Z Lu �Or^ vJ Lu W W J Z w U DATE SEALED 4 EXPIRES, 1-31- F- PROJECT MANAGER JERRY WAKEFEID DESIGN SAD. DRAWN SAD. and LFAt CHECKED MW. SEC 5,6 T 20 M R 55 E FILE ND I: \LAKELAND-SO\26064 DATE 12/10/99 SCALE 1'-20' SHEET 24 OF39 FL.E NO 26064 LAKELAND S0. PH S� 2A 0, 01D 166W J OTE: DIVISION 3, PH. 3A and 5 at LAKELAND LOTS 1-3 SHALL TIE INTO SEWER STUBS LOCATED IN THE BACK OF THE LOTS, ADJACENT TO 62ND S7. S.E. SANITARY SEWER AND WATER - 62ND CT. S.E. (LOCAL RESIDENTIAL) a-------------L�-------J------�- ------L---- -L- �� ----- 1 I I i I 1 1 I I I 3 �,I I 2 1 `V SF= 578.5 \ F.F= 575.5 1 I � EF= 575.0 I I SSMH #1510-44 i a SSMH #1510-46 -171% LT IV. 31 - - 1 � FF- 581.0 I x / 31+37.73, 21.14' LT © 107 LF 6" DI Cl 52 14 S i 7 Su: 0N`�00 7 o\ 01 57 �6 32+00 _62ND CiL _ 0 I ) 44 LF G10 PVC / �6 I INV. _ -47`4.5 / 21 R6 I SSMH I S 1 41 LF 6 �RYC \ •� ; It It I F.4 582.5LF 6 0 VC \�, •� \ _ \ r V. = 574. II � � I� 1 COMER C>atr6E- C/ N / v I ------ I II I I ---- ----�� ` c _T `11 J ST(C 0+49 IN LF fi STA 31+ 11 I I 1 /INV. 74.0 ELEV. - 5 64 8--f t-�,_-- F= 5910 II I F.F- O I I il f0 I ` I SEE SHT 20 FOR CONTINUATION 100.00' WC- 584580 - �lo 576 _t 572 - - Im 62ND CT. S.E. 564 1"- 20' HORIZ. 1"= 5' VERT. PW STA = 31+12.51 PW ELEV = 560.82 A.D. _ -4.17 K = 24.00 20, 8. 3.5' COVER I ` MIN. LOW POINT ELEV - 575,09 LOW POINT STA = 32+29.57 PW STA = 32+12.50 PVI ELEV = 574.16 -662V A.D. = 9.67 K = 9.31 CL�52 i V CLEAR W. 53 UNDER STORM I,� ^ 54 LF B"0 PVC SDR35 .33 O, 94 - 95-If 5"0 PVC SDR35 0 STA: 0+49, (6.0 PVC) INV. 0 MAIN - 570.17 - - SSW 01510- _ TYPE 1 - 48*0 _ STA = 31+24, i .m. of 15.-+4'LT 1 ^ SSW 510-45, .18 -_- 1 -n _. TYPE 1 - 48 0 .62'L +� ICE. ((NE)�3 +q.Is 5b9.88 STA = 3 48'08, T I.E. (S) 6 IN-576:4� 5(09.98 `. IB� 4J6,st-54 .45 . I.E ljlj 6' IN - 57&4E569.98'.. '� L . ((SW) B- IN = 56? -o_ 09 a I.E. (Mil CUT IQ + M M Q W � ti s w c I 1 li 9 1r I F.F- 576.0 { III bl I 'Ir I I I I I I 10 F.F- 577.0 I 1Y 1 TA I1+ FA 12+15 S10.30 0I , OEV. - 576.OJ 1 � I I,l I r ' 1 ' I / F.F= 578.013 i I ij /I 12 FF= 562.0 I , I I F.F= 580.0 ' I � 1 I ' 1 I % 1 SSMH j151D-44, 5 = 32 RIM = 676.05 5 IE. 8-IN= 3 LE S 6'M LE. 6' IN LADDER ( W TYPE I - 48.0 cxc or S.A3'RT LAODER(N) LAD (NW) R N v�i li N n v�i n ,tl u1 11 31+00 32+00 33+00 GRAPHIC SCALE 20 a 10 20 40 MEN ( IN FEET ) I inch = 20 ft i-8" 11 1/4' BEND (MJ) THRUST BLOCKING 1-8- x 6' TEE (FL) 10 1-8- GATE VALVE FLxMJ) 1-6" GATE VALVE (FLxMJ) 1-8" ADAPTER (FLXMJ) THRUST BLOCKING 1-6- CAP (MJ) 21 1- SLOWOFF ASSY, 1- AIR/VAC ASSY. THRUST BLOCKING ® 1-4. 11 1/2- BEND (MJ) THRUST BLOCKING ® INSTALL BLOW OFF ASSY. CONTRACTOR SHALL FIELD LOCATE AT LOW POINT IN WATER MAIN L.n.1GDLLD)V ��� NAME4!62_DATE 1_� WfmrlmzFfel� PIPE INVERT ELEV. PIPE CROWN ELEV. IT 571.72 (STORM) 570.62 (WATER) DEFLECT WATER LINE AS NECESSARY TO PROVIDE V OF VERT. CLEARANCE. FOR WATER ONLY THESE PLANS ARE HEREBY APPROVED FOR CONFORMANCE WITH THE CITY IF BONNEY LAKE PUBLIC WORKS STANDARDS AND SPECIFICATIONS. APPROVAL IS VALID FOR A PERIOD OF 12 MONTHS FROM THE DATE OF SIGNATURE DATE LOCATION OF DRIVEWAY CUTS ARE APPROXIMATE ONLY SHOWN FOR THE PERMITTING PROCESS. EXACT LOCATION OF DRIVEWAY CUTS SHALL BE DETERMINED AT TIME OF CONSTRUCTION. RECORD DRAWING CERTIFICATION THESE DRAWINGS CONE TO THE CONTRAC OR'S C S OEI_RECORDS BY DATE: TITLE/POSITION: CONFIRMED BY CITY t1l DATE: 'S A1J-O PROJECT REF: FAC N 98-0023/ri/oo i THESE PLANS ARE APPROVED FOR CONFORMANCE 1WTH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS. Approved By Date Approved: 0 ir U ,gg � � o � w M S S 3 K m Y Qa V m CC U 1 a a a N ¢ <v - Y N �o 01 Six N°a �a V °M a � U C cri ,zf CC W Cw 3 z �Zzuj W aaj Q� Q Y U U a L Um3" /?_�ulZ L.L 8E Cm (0 C-4 E Q Z W `J Z uj Z w C0 CC j W W Z W H J DATE SEALED EXPIRES: 1-3t- ET: PROJECT MANAGER JERRY WAK59ELD DESK3N SRD DRAWN 9R.D. and LFM CHECKED M.W. SEC 5,6 T 204 R 5 E FLE NO I. ALAKELAND-SOA26064 DATE 12/10799 SCALE P-W SHEET 25OF29 FILE NO 26064 LAKELAND S0. PF SOri L5 .: 1\ / SEE SHEET 20 / / tm STA: 35+00 - STA 12+67.24 ELEV. - 561.27 1 1 i 35+51. v 'viz 6 O � r PH. 3,4, and 5 at LAKELAND DIVISION 37 SANITARY SEWER AND WATER - 63RD PL. S.E. (LOCAL RSIDENTIAL) A PORTION OF S.E. 1/4 OF THE N.E. 1/4 SECTION 6, AND THE S.W. 1/4 OF THE N.W. 1/4 SECTION 5 LOTS 16-19 SHALL TIE INTO TOWNSHIP 20 NORTH, RANGE 5 EAST, W.M. CITY OF AUBURN, PIERCE COUNTY, WASHINGTON LOCATED IN THE BACK OF THE SEWER O STUBS \ \ VIF, 16 F.F.- 585.0 12F.F.= 580.013 F.F.= 58Z.0r /IJ.I '/ / _wv. = SBo.1 F Alto L 97, 5.24' Li � � I � 45 LF 6 *0 PVC � '�_- — �' \ 37+86.84,4 12.,W LT —` 0+1 36+38.31, SAY LT 446� 6'f PVC/ / -NV. 578.6 3 04, 552- LT 1.5" IRRIGATION METER �� A♦ STA: 1+20 35 LF 6Y PVCSSW 015x)-m x , A / PARK o i F.F.= 589.5- ' 592 Vnz 584 580 576 572 88 LF 6$1CL 37+00 ( ADJACENT TO 62ND ST. S.E. \` 17 \ F.F.- 587.0Is ,8 \ F. 586.0 ` 38+90.67, 11.16' LT F.F.= 588.0 ♦ V SSW 131/ \ \/ STA: D+00 55 LF 6 / 11 INV. = 0 1 \, 20F.F.=CC 590.0 21/ F.F. 590.0 STA: 0+80 / A. 63 L� 6'0 PVC IN - 16 / �'/; / '5tk 0+12 i 39 LF 6"I PVC �� INV. = 582. \ .a-- - 0- F6 STA: 40 L 6 f PVC L _I- - 1 f'STA: 0+00 l� 36 LF 6'0 PVC INV. = 578.0 STA: 0+52 STA: 0+74 �s1 INV. = 581.0 41 LF 6'0 PVC 39 ,6"0-FVC 1 / INV. - 579.0. 580.0 / — 27 26 F.F.= 596.0 I F.F.= 595. i v i 'v 590.5 \`` N111`, 23 NAME DATE-(' o 35+00 36+00 37+00 38+00 39+00 GRAPHIC SCALE 20 0 10 20 40 ( IN FEET ) 1 inch = 20 ft. WATER CONSTRUCTION 1-8"x 6' TEE (MJAFL) 0 1-6' GATE VALVE (FLAtAJ) 1-6' F.H. ASSY. THRUST BLOCKING 1-8' x 6" TEE (FL) f0 1-8" GATE VALVE (FLAWJ) 1-6' GATE VALVE (FLxMJ) 1-8' ADAPTER 16 1-6' 22 1/2' BEND (MJ) THRUST BLOCKING © 1-6- CAP (MJ) 1- SLOWOFF ASSY THRUST BLOCKING ® INSTALL AIR RELEASE VALVIE ASSY. CONTRACTOR SHALL FIELD LOCATE AT HIGH POINT IN WATER MAIN ® INSTALL BLOW OFF ASSY. CONTRACTOR SHALL FIELD LOCATE AT LOW POINT IN WATER MAN PIPE INVERT ELEV. PIPE CROMN ELEV. © 576.53 (STORM) 575.43 (WATER) ® 579.76 (STORM) 578.66 (WATER) DEFLECT WATER LINE AS NECESSARY TO PROVIDE 1' OF VERT. CLEARANCE. FOR WATER ONLY i92 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 .yrq�irw DATE NOTE: LOCATION OF DRIVEIMY CUTS ARE APPROXIMATE ONLY SHOWN FOR THE PERMITTING PROCESS. AD EXACT LOCATON OF DRIVEWAY CUTS SHALL BE DETERMINED AT TIME OF CONSTRUCTION. 576 572 568 RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CON. RUCB ECORDS BY DATE: TITLE/POSITION: CONFIRMED BY CITY S_- DA 3 :;2 -v3 PROJECT REF: FAC / 98-0023 '7 U DO THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION REOLBREMENTS. Approved By. Date Approved: z O U SO cr UJ R a M o 0 o W W bt-1 o ow z 2 Q a aQ N w � o m m C ono XoTd N N C N � no of w 'ora N '�4 3 o v Noa oa V � M] �a _ \ N L U J C co cc cw 3 FZ— WZarn Q 9. (j)WW� ?tea 2 < ui 6 ca 03�RD I z f'h C0 Z Lu Z Tn 0 cc It w 7 W Z W J F l'- U DATE SEALED EXPIRES- 1-31- PRO.iECT MANA03ER JEIW WAKEFHD DESIGN 8AD DRAWN SAD. and LF. M. CHECKED M.W. SEC 546 T EON R 5 E FILE NO L \LAKELAND-S0\26064 DATE/per SCALE SHEET 26OF39 FLENO 26064 LAKELAND S0. 7F 504 26 ur Ak W W / F.R. 0� STA: 0+00 I ' INV. _ SSMH #1510-5 \y: STA: 0+00/ 38 34 LF ON Phi' INV. q 5�k0 F.F.= 589.0 �// l / �V- woo / 40N,Fi6 f PVC DIVISION 3, PH. 3,4, and 5 at LAKELAND SANITARY SEWER AND WATER - 63RD CT" S"E" (LOCAL RESIDENTIAL) A PORTION OF S.E. 114 OF THE N.E. 1/4 SECTION 6, AND THE S.W. 114 OF THE N.W. 1/4 SECTION 5 TOWNSHIP 20 NORTH, RANGE 5 EAST, W.M. CITY OF AUBURN, PIERCE COUNTY, WASHINGTON SEE SHEET 2 A. F.F.= 59L5 \ vI I I \ I STA: 0+90 60 LF 6"0 PVC VC �\ `IF\1V. = 581.0- I\\ 11 I I I P ARK / 41+60.42, 5.0' RT,Ism CT. aE 140 LF 6° DI CL,E I '�. 16 IN j>_SR4.`.0 / F.F.d 569.5 / ��• �� �i 145 LF 6"f VC WV 0 / STA: 0+00 61 LF 6"0 PVC — —1r I INV = 586.0 STA: 9' 93 \ / 71 LF'6'f P I 1 IN 583.0 �__,-3� 37 I F.F.=-389.Q_ — -- F.F.- 59&0 j� ' F.F= 580.5 I 1 I I 592 588 584 - 580 of rF!i- 90.00' VC + LOW POINT ELEV = 585.74 LOW POINT STA = 41+64.50 —PVI'STA--z4L+3750 P14 ELEV = 585.0I �X Q A.D. = 10.00 K = 9.00 w � g� u II N W SSMH #1510-5z TYPE t - 48"0� \ STA = 40+61.13,3-58' Ef}:OqLT 576 RE 699,82 59 E) -580.04.5}9. IWW)"66� IN = 680-2i-r>}q.}}' I.E. (N,S) 6" IN=-58G.24- 572 LADDER(NW) �Yb 63RD CT. S.E. 568 1"= 20' HORIZ. n 1"= 5' VERT. U t~i�W Izv B"® PVC STA: 0+90, (6-0 Pv0) INV. O MAN = 579.14 STA: G+93, (6"0 PVC) INV. 0 MAIN = 579.22 1' CLEAR UNDER STORM 36 42 00 I � X NS81 2100/ 0 � � 36 F.F.= 501.5 SEE SHEET 21 592 588 \\`--- 584 F3Zd 576 I I'm I STA = - w 41+85.72,j✓.5�-E�'S.2�'I-T RIM = 585.81 ✓ S i6605%j2 88" IIN=67&§-rV.-L4E I.E. N N 8' OUT 876.9S opII.E = LADDER(SW) ? 568 ti 1Aw M 8 N �1G u ui 112 opt N N :`mph N 40+00 41+00 42+00 &N°v0ILU NAME —DATE I-1)-n? PIPE INVERT ELEV. PIPE CROWN ELEV. S1 582.18 (STORM) 58I.OB (WATER) ACT WATER LINE AS NECESSARY TO PROVIDE V OF VERT CLEARANCE. GRAPHIC SCALE 20 0 10 20 40 ( IN FEET ) 1 inch = 20 it. KEY MAP NORTH WATER CONSTRUCTION 1-8" 11 1/4' BEND (W) THRUST BLOCKING 1-8" x 6" TEE (FL) 10 1-8" GATE VALVE (FLxMJ) 1-6" GATE VALVE (FLxMJ) 1-8" ADAPTER (FLxMJ) THRUST BLOCKING 1-6" CAP (MJ) 21 1- BLOWO F ASSY. 1- AIR/VAC ASSY. THRUST BLOCKING ® INSTALL BLOWOFF ASSY. CONTRACTOR SHALL FIELD LOCATE AT LOW POINT IN WATER MAIN 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 f//0a DA TE NOTE: LOCATION OF DRIVEWAY CUTS ARE APPROXIMATE ONLY SHOWN FOR THE PERMITTING PROCESS. EXACT LOCATION OF DRIVEWAY CUTS SHALL BE DETERMINED AT TIME OF CONSTRUCTION. RECORD ORAWMG CERTIFICATION THESE ORAWINGS CONFORM TO THE CONTRACT S CONSTSbtTION RE ORDS BY: DATE: -0.3 TITLE/POSITION: _f ic✓LM�'IB E'P/ CONRRMED BY CITY DATE: 3 iid� PROJECT REF: FAC y 98-0023 THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS. Approved By. Date Approved: 5//// o Q � U ago 0 CIL y3� S 3 S 3 agi a $W Z 6 as in 4 Qi 0--ON C n o .m � ov (A � LL 3 o a N E o U � n �a N LO J -a.I Q1 U) CC CC c LLi WZQ� 7 C Q 0 U QYQ M 3 Q- �cc C") Z w O cc co It W w Z J W � J DATESEALED R� W4WAK ,4.e�Oc sf! i o H z� 18379 2<v� FJ' C6/STERf. Vt ZONAL E%P[RES� t-31- PROJECT PROJECT MANACER JERKY WAKEFIELD DESIGN SRD_ DRAWN SAD. and LFM CHECKED M.W. SEC 46 T 20 N. R 5 E FILE NO L\LAKELAND-50\26064 DATE 12710199 SCALE 1.'20. SHEET v OFL9 FIE NO 26064 Pf SW 2� o/ 41 JV�s�� f o� D 166y F.F.= 5K5 F.F.= 590.0 47 F.F.= 593.0 j , DIVISION 3, PH. 3,4, and 5 at LAKELAND SANITARY SEWER AND WATER - 64TH CT. S.E. (LOCAL RESIDENTIAL) A PORTION OF S.E. 114 OF THE N.E. 114 SECTION 6, AND THE S.W. 114 OF THE N.W. 114 SECTION 5 TOWNSHIP 20 NORTH, RANG 5 EAST, W.M. CITY OF AUBURN, PIERCE COUNTY, WASHINGTON SEE SHEET 21 1+ Tg I I/ II I o a I F.F.�= (5]95.5 _ W7 I I jl r�� ; STA 1+10 ; JO 71 LF 6"/ PVC i 1 I F.F.= 591.5 I , INV. = 588.0 / i 62AIF 6"1 _I-I� i \�� INV. = 55 10 h 11 -. 7 64TH C,: SE 13 LF 6" DI CL 52 1 45 UO _ _ 00 IhJJF I 11 1 o-531 _ I 53 LF STA: 0r .. h94 - I Mix sTA 4.5+00 .STA: 0474 \`--- INV. q59t ,..L I - Al 48 LF 6"4 150 PVC I ELEV : 72 INV = 587.0 I ` ' I \F.F SEE SHEET 21 604 SSMH 1510-53. TYPE 1 - 46Y STA = 44+94.51, 5..58- Rf5j, ' RIM =-50.39- 591.66 OUT 'MI I.E 6" IN - bMJaSUjj ~ �" LADDERtSW) 596 s 5 m a a 592 588 584, 576 572 G , LOW POINT ELEV = 591.14 g OW POINT STA = 45+30.31 + PVI STA = 45+59 PM ELEV = 590.40 A.D. = 11.04 K - 8.16 3.5' COVER MIN. - // e, u z a I'CLEAR z0 UNDER STORM y y N 0 + rn WATER MAIN SHALL CONTINUWSLY SLOPE a ^ TO AVOID INTERMEDIATE HIGH/LOW POINTS n h NW 2 J TYPE I - 4Ni/ 4 0 F. ) PVC 2.0 LE IN IIN I.E. 6" IN = _ -_-- / g a 64TH ACT. S.E. 1"= 2I0' HORz d 1"= Si VERT. W N h � r:lzs�:11 46+00 47+00 L C3 NAME---Y—L�DATEL 03 PIPE INVERT ELEV PIPE CROWN ELEV. © 587.80 (STORM) 58630 (WATER) DEEFLEL OCT WATER LINE AS NECESSARY TO PROVIDE 1' OF VERT. CLEARANCE. GRAPHIC SCALE 20 0 TO 20 40 ( IN FEET ) 1 inch = 20 ft. 1-8"x 6" TEE (MAFL) Q1-6" GATE VALVE (FLxMJ) 1-6" F.H. ASSY. THRUST BLOCKING 7-8" 11 1/4' BEND (MJ) THRUST BLOCKING 1-8" x 6" TEE (FL) 10 1-8" GATE VALVE (FLxMJ) 1-6" GATE VALVE (FLxMJ) 1-8" ADAPTER (FLAIJ) THRUST BLOCKING 1-6" CAP (MJ) 21 1- BLOWOFF ASSY. 1- AIR/VAC ASSY. THRUST BLOCKING 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 41*01" DATE NOTE: LOCATION OF DRIVEWAY CUTS ARE APPROXIMATE ONLY SHOWN FOR THE PERMITTING PROCESS. EXACT LOCATION OF DRIVEWAY CUTS SHALL BE DETERMINED AT TIME OF CONSTRUCTION. RECORD DRAWING CERTIFICATION THESE DRAIWNGS CONFORM TO THE CONTRACTOR'S C STR CORDS BY: DATE: - // TITLE/POSITION: d z.-r CONFIRMED BY CITY Cl- DATE:Z-�� PROJECT REF. FAC I 98-0023 THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS. f\ Approved By. J,flw S Dote Approved: d a � 04 a � o 0 T`-$ Q L 1 a G m N x�8a� = Yno II �ff C C y P O 4 3 O Y caO�I ° a �a V � F � a M N v to J 70 J C al 00�X1 cc Lu CO a W CO Q12 U roU 2 � U C'I ¢ E @7 Z Lu d� Z CIA LIN Z LU W W Z W U DATE SEALED EXPIRES 1-M- PROJECT MANAm1 .EFFrY WAXWWD DESIGN BAD. DRAWN SRD. and LFAt CHECKEDM.W. SEC 5,6 T 2011 R S E FILE 140 I: \LAKELAND-S0\26064 DATE 12/10AS SCALE 1"'20' SHEET 28 OF39 FLErO 26064 LAKELAND SO- oiD 166y J c- 111 I 11 I 1 I I I 1 I 608 8h MANHOLE PER LAKELAND HILLS WAY PLANS 604 SWH 11510-93, TYPE 1 - 4B"/ y fl STA = 49+95.00 2.40' RT � w RIM = 586.03 alI.E. E) 8" IN = 566.23 6001.E. (N) 5"I CUT = 565.55 I.E. (S) 15" IN = 565.65 596 592 LOW POINT REY - 564.92 LOW POINT STA - 56F56.66 100.00' VC PVI STA = 50+75 PVT ELEV = 583.90 A.D. = 9.41 K = 10.63 ---- -_ Y � i 588 - 3.5' COVER MIN. \ 3.00% -3.- --/ I - 584 i 1' CLEAR II OVER STORM I II T-_-- I I II IL580 I 9 ui II PROPOSED 12"0 0.1 WATER STUB 576 L, I PER LAKELAND HILLS WAY (NOTE: CONSTRUCTION OF 16"0 I I WATER LINE IN LAKELAND I I HILLS WAY IS ANTICIPATED TO OCCUR AT THE SAME TIME / 572 AS THE DIVISION 3 WATER UNE) PROPOSED MANHOLE AND I I / AND 8" SEWER STUB PER LAKELAND HILLS WAY (NOTE: CONSTRUCTION OF 568 MANHOLE AND 15"0 SEWER LINE I 19 0 P .99 IN LAKELAND HILLS WAY IS ANTICIPATED 70 OCCUR AT THE L -r p SAME TIME AS THE DIVISION 3 .SEWER LINE) a w 564 DIVISION 3, PH. 3A and 5 at LAKELAND SANITARY SEWER AND WATER - 64TH PL. S.E. (LOCAL RESIDENTIAL) A PORTION OF S.E. 114 OF THE N.E. 114 SECTION 6, AND THE S.W. 114 OF THE N.W. 114 SECTION 5 TOWNSHIP 20 NORTH, RANGE 5 EAST, W.M. CITY OF AUBURN, PIERCE COUNTY, WASHMIGTON SEE SHEET 21 m m W CLEAR UNDER STORM ' wfolw ^ 143 B 0 P`1C SDR35 a i75 �o u : z _ d a 5 ® SOR3 g.. 00 PING 647H PL. S.E. ? 1"= 20' HOR1Z. n 1"= 5' VERi. H SSW n511-94, TYPE I - 48"0 n m STA = 51+27.77, -6.86' RT is 0b' Fit + + F; 4► RIM 687:+1- 58(o.98 (-E� LE. (((11� Ir IN = 57&89 518. 8 OUT 378:795-}8.:28 cl >.. LAD.DE' H M 51+00 52+00 i _ 157 607.0 i i I i I I '7 —100.0yVC PVT STA I a g 52+75 PVI ELEV - 596.72 Ngim A.D. -3.41 n K =29.31 fV W \ ~ W \ h 5 -3,00; 2.00% / SSMH 11511-95, TYPE 1 - 48"0 STA = 52+69,13, 40 AW RT 10.-+9'RT RIM = 595.79 595. G5 I.E. W) 8" OUT=-59N9534.40 LE. �SE) 6" IN = 6997,66594.G0 LADDER (S) 1' CLEAR UNDER STORM ul t GRAPHIC SCALE ZO 0 10 20 40 ( IN rZET ) 1 inch = 20 It WAM QCONTRACTOR SHALL VERIFY LOCATION, IE'S, AND FITTINGS REQUIRED PRIOR TO CONSTRUCTION. CONTRACTOR ALSO TO NOTIFY ENGINEER OF ANY DISCREPANCIES AND COORDINATE WITH CITY FOR ANY ADJUSTMENTS. SALVAGE ALL FITTINGS AND APPURTENANCES, IN GOOD CONDITION, TO CITY. 15 1-12" 45' BEND (W) THRUST BLOCKING ©1-12" 11 1/4' BEND (NJ) THRUST BLOCKING 1-12" x 12" TEE (FL) ® 2-12" GATE VALVES (FLAW) 1-12" 11.25- BEND (FLxMJ) 1-8" GATE VALVE (MJ) 1-12" x 8" REDUCER (FL) ® INSTALL BLOWOFF ASSY. CONTRACTOR SHALL FIELD LOCATE AT LOW POINT IN WATER MAIN w m IW] R A:f 0 ego 3 y3 S S 3 �S Gp � mQ J a m U U V1 4 a a N n w > K � �ra 8n� C Nf,n x 1� O I � h n1 Opt L.T.i Y P F X 4 NFY Eu h �a M n N to U C —'I cli W W cw 3 `C Q I�l0�l Z ¢ a5 vJ W C $ 1: URITY G�iO@9IMQB a PIPE INVERT ELEV PIPE CROWN ELEV. ® 587.03 (STORM) I 585.93 (WATER) ® 580.26 (WATER) 578.91 (STORM) I Z WQ DE Z Lu DCDEC7 WATER LINE AS NECESSARY TO PROVIDE 1' OF VERT CLEARANCE. O FOR WATER ONLY cf) cl-_ LET NAM —DATE) Z 3 E 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 DATE NOTE: LOCATION OF DRIVEWAY CUTS ARE APPROXIMATE ONLY SHOWN FOR THE PERMITTING PROCESS. EXACT LOCATION OF DRIVEWAY CUTS SHALL BE DETERMINED AT TIME OF CONSTRUCTION. RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CgNSTRIXTION RECORDS BY 71TLE/PO9TICN: P/Vi�-� �GAGC�PI CONFIRMED BY CITY DATE: PROJECT REF: FAc / 98-0023 THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION REO/IREMENTS. Approved By. / ,Lt"w. - �GC� Date Approved: W uj W Z W Fes- J DATE SEALED EXPIRES, 1-31- PFlDJWr MANA(Ei JFW WAKEFBD DESK3N SRD. DRAWN SAD. and LFAL CHECKED M.W. SEC 5A T 20 N R 5 E FILE NO I: \LAKELAND-SO\26064 DATE 1E710799 SCALE r-20' SHEET 29 OFL9 FiE NO 26064 LAKELAND SO P: S-A 21) of AI SEE SHEET 22 FOR CONTINUATION I II I I F.F.= 615.0 I F.F.= 614.0 I Izz SSMH #151 -1001 F.F.= 618.0 I I I I I I I I I I I I . I i 1 I I I I I } 1 1 V `4 Lwd9wliz�_� 4 Few 67g mil- 60+50.11, 5.0' RT - 33 q SEE SHEET 22 FOR CONTINUATION SSW /1510-100. m 1 - 46'/ 82 I it 624 STA = 59+94._% LTp_ RIM I.E. G015..0q PN8IN� I.E. 8'INE&5 9 I.E. 8" OU45 a a 620 I.E. 6"IN= .;8�9 �=0v6:µ3fiq 5if -LADDER(5E) m i F.F.= 62L5 I LOW POINT ELEV = 516.26 LOW POINT STA = 60+53.87 PM STA = 60+59 PW ELEV = 615.76 A.D. = 4.52 616 \ --- -- - - 612 ..__.._.. _-----L_ ........... _ DIVISION 3, PH. 3,4, and 5 at LAKELAND SANITARY SEWER AND WATER - PERRY AVE. S.E. (LOCAL RESIDENTIAL) A PORTION OF S.E. 114 OF THE ME 114 SECTION 6, AND THE S.W. 114 OF THE N.W. 114 SECTION 5 TOWNSHIP 20 NORTH, RANG 5 EAST, W.M. CITY OF AUBURN, PIERCE COUNTY, WASHINGTON 104 I j 103 j F.F.= 616.5 F.F.= 615.5 it it I I II STA: 1+16 I STA. 1+70----� --STA: 6 1 PVC " INV. = 609.5 I INV. = 611.0 `. 1 � , _d Ac -- ----- -° _ _ - SF- U 61+DO 62+00 CO - - I n 425 LF " DI Cl 52 J' STA: +29 STA: 1+81 46 F 6"/ 46 LF 6"/ PVC / � .=613.0 � INV. =614.0 � I RE=9620.5 0 wt I 1 F.F.= 612.0 I // PERRY AVE. I*= 20' HTZ. I "= 5' VER . K = 19.93 1 a�+ 8 M + o e ME ----- ---- - 3.5' COVER MIN_--- 2 1' CLEAR ;� 3 LF 8"/ PVC SDR35 N3 248% UNDER STORM • . b i a u u -- u _,. _. -. `n _e.. `off s 604 .............. ...__.._ ......_.._._ct..wri....._-_.. -_.c _ - +. 1 + �� +z ++L O > N Z --..--_ 8 f N M aD O e te 61+00 62+00 GRAPHIC SCALE 20 0 10 20 40 ( IN FEET ) 1 inch = 20 ft. NOTES 1-12"x 6" TEE (MJxFL) ® 1-6" GATE VALVE (FLxMJ) 1-6" F.H. ASSY. THRUST BLACKING 1-12" x 8" TEE (FL) 2-12" GATE VALVES (FLxMJ) ® 1-8" GATE VALVE (FLxMJ) THRUST BLOCKING ® INSTALL 13LOWOFF ASSY CONTRACTOR SHALL FIELD LOCATE AT LOW POINT IN WATER MAIN UTILITY CROSSINGS PIPE INVERT ELEV. PIPE CROWN ELEV. ® 611.57 (STORM) 610.47 (WATER) ® 615.20 (STORM) 814.10 (WATER) DDEEFLT ECT WATER LINE AS NECESSARY TO PROVIDE 1' OF VERT. CLEARANCE. 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 4veao DATE IDI D I�4 LOCATION OF DRIVEWAY CUTS ARE APPROXIMATE ONLY SHOMN FOR THE PERMITTING PROCESS. NAME _,DATE J 2!EXACT LOCATION OF DRIVEWAY CUTS SHALL BE DETERMINED AT TIME OF CONSTRUCTION. RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACTOR'S C S VONRECORDS BY: DA — -03 TITLE/POSITION: �,yj e Tt M4lEt f-f/- CONFIRMED BY CITY DATE: PROJECT REF: FAC / 98-0023 d// as THESE PLANS ARE APPROVED FOR CONFORMANCE NTH THE CITY OF AUBURN'S ENGINEERING DIV19OIN REQUIREMENTS. Approved By. fp,41b r-- S-�14 Date Approved: N1/ Ca a Q E � U Q U M o 0 43 a a M 3 3 S S 3 aim Q¢ a5� tm8 am �¢ N¢i " 1 K C .I cli ac F= CC w C"i 3 FZ— ZQQZ a j _ O � rLu^ v, JCS WTI a ffi QY} UU 2 d -� Um3 Q CIDZ w Z Lu O ccR ! V Lu Lu w Z J W F- J F U DATE SEALED $ /U _ O EXPIRES 1-31- b PROJECT MANAGER JEMY WAKS=ELD DESIGN SRD. DRAWN SRD. era L.FM CHECKED M.W. SEC 5,6 T 20 N R 5 E F;E No I:\LAKELAND-SO\26064 DATE 2/10/99 SCALE 1.20' SHEET 2Q OFL9 RL.E No 26064 LAKELAND S0. of DIVISION 3, PH. 3,4, and 5 at LAKELAND SANITARY SEWER AND WATER - PERRY AVE. S.E. (LOCAL RESIDENTIAL) A PORTION OF S.E. 114 OF THE N.E. 114 SECTION 6, AND THE S.W. 114 OF THE N.W. 114 SECTION 5 TOWNSHIP 20 NORTH, RANG 5 EAST, W.M. CITY OF AUBURN, PIERCE COUNTY, WASHINGTON M 100 , 101 I F.F.= 619.5 I F.F.= 620.0 102 I F.F.= 618.5 ' 99 ' 98 F.F.= 619.0 11STA: 0+00 _____------------- --„F.F.= 621.0 38 LF_6.�-PVC--' STA: 2+81 11 = " = 614.0 35 LF 6`0 PVC STA: 2+26 I INV. = 613.25 _% 1 _ _ — — —_ —— _35 LF 6*0 PVC 1 INV. 612.0 J sw , AVE 622 N1510-101 +64 39. .O' RT 1 \�� a 425 CL 52 s4+oo 63+00 _ 0 2 STA: 0+00 2 5LF 6'/PVC I N ' -- - STA: 2+92 I INV = 617.0 \ \ \ i I 46 IF 6*0 i I STA: 2+37 , IN .0 ' 46 LF 6'/ PVC i I INV. = 615.0 I r I _. I 95 96 97 36 I 94 F.F.= 623.5 �� F.F.= 623.5 I EF 424.0 F.F.= 6210 I 400.00' VC HIGH POINT ELEV = 622.39 HIGH POINT STA = 64+45.24 g "? PVI STA - 64+00 + w m PV1 ELEV • 62t34 ka - -4.1o� 624 ------_--- _------_ -j -- ------------ II - - - - - - - - - _ - 3.5' COVER MIN. I I -- - - - 620 ---- _ _ 8" D.1. CL'52 WATER -616 - 21 6'6 PVC SDR35 ® 2.08%`� - - L -L -� - - - - - - - - Ek o �a o _ - '�'G2� i 4Ei— _. RAD,A= 64+ 6 2.12.87' LT -1.92 ------ -_-._ j 612 R Y STA - 63+17.50S�B-E�S,YI LT STA B N _ I.E. S 8" OUT 6+36 ,_L.La i^i o �'• _ I:E (NW,NE) 6 IN +�' m a LA00ER (N)ll --- ---- ---- ws - 'D FPEFIRY AVE. �' ;,0- N - --. _ T.--.___.._ 1=-2D HQRLL .... -t 604 + H 1"= 5' VERT. Opp p W {NMy b O O b m b t0 t�0 1p 62+00 63+00 64+00 65+00 GRAPHIC SCALE 20 0 10 20 40 ( IN FEET ) 1 inch = 20 ft WATER CONSTRUCTION QCONTRACTOR SHALL VERIFY LOCATION, IE'S, AND FITTINGS REQUIRED PRIOR TO CONSTRUCTION. CONTRACTOR ALSO TO NOTIFY ENGINEER OF ANY DISCREPANCIES AND COORDINATE WITH CITY FOR ANY AD�USIMENTS. SALVAGE ALL FITTINGS AND APPURTENANCES, IN GOOD CONDITION, TO CITY. 12 CONNECT To EXISTING 8' GATE VALVE Q INSTALL TEMPORARY BACKFLOW PREVENTION ASSEMBLY AND 4" TEMPORARY BLOWCFF ASSEMBLY PER DETAILS ON SHEET 36 INSTALL AIR RELEASE VALVE ASSY. CONTRACTOR SHALL FIELD LOCATE AT HIGH POINT N WATER MAIN © REMOVE EXISTING &_OWOFF NAME- 1152 DATE 1-2,41*3 FOR WATER ONLY THESE PLANS ARE HEREBY APPROVED FOR CONFORMANCE WITH THE CITY OF BONNEY LAKE PUBLIC WORKS STANDARDS AND SPECIFICATIONS. APPROVAL IS VALID FOR A PERIOD OF 12 MONTHS FROM THE DATE OF SIGNATURE _11ldlaw DATE NOTE: LOCATION OF DRIVEWAY CUTS ARE APPROXIMATE ONLY SHOWN FOR THE PERMfTTINC PROCESS. EXACT LOCATION OF DRIVEWAY CUTS SHALL BE DETERMINED AT TIME OF CONSTRUCTION. RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONS13KTION RECORDS BY DATE: Z/-e3 TITLE/POSITIC N: CONFIRMED BY CITY G 1- DATE: a4__AOS PROJECT REF: FAC g 98-0023 :� THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS. Approved By. D_e, ,.,.,..; Dote Approved: A Q � U M o 0 o aL S S3 OR! N m m Y AL ¢ ¢> _j Es one g n m ono _ n O Y N � < �a u � n �a L U J _! _ co c m CC cl ~ ri) o ZZc1�W1 p ul (Y Q � o S Q 2gWcll Lu Lu Q � Um3 U m� Qj¢w 9w Z Lu O cc cf) cc > ui z W Z W DATE SEALED EXPIRES- 1-31- PROJECT MANAGER ,ERRY WAKff$D DESIGN SRD. DRAWN SAD. and LFM CHECKED M.W. SEC 5,6 T 20 M R 5 E FILE No I: \LAKELMD-50\26064 DATE 12/10/99 SCALE 1.'20. SHEET 31 OFL9 13ENO 26064 LAKELAND SO. - '7o. ; I . u 01 D 166 m � x a � / � g 0 0 o 4 J � W W Q ¢j� J / SEE SHEET 24 v 1 p� \ vt F.F.= 631.0 1 1 1� 1 11 i I` I 82 II F.F.= 633.0 SSW #iJril-34: L` "WIT 70+00 - - -- I - S A 26T3 ELEV. - 63257 I I. I I I I I' � l 11 83 / / / SEE SHEET 23 F�7 644 640 636 DIVISION 3, PH. 3,4, and 5 at LAKELAND SANITARY SEWER AND WATER - REBECCA CT. S.E. (LOCAL RESIDENTIAL) A PORTION OF S.E. 114 OF THE N.E. 114 SECTION 6, AND THE S.W. 114 OF THE N.W. 114 SECTION 5 TOWNSHIP 20 NORTH, RANG 5 EAST, W.M. CITY OF AUBURN, PIERCE COUNTY, WASHINGTON / \ \ 80 F.F.= 631.5 1`, / 1 F.F.= 631.5 1 STA:.179 _+12 78 70 LF 6"/ PVC $TA: 1+J0 I1 11 INV. = 626.5 F.F.= 6325 68 LF 6"// PVC 1 INV, = 626.5 _ 77 \ F.F.= 634.5 ISTA 0+00 I Ll 70+44, 5.0' LT / 136 LF 6" OI C 52 71+00 / \\� ♦\ I oD ' I STA 0+0 1 42 LF d`A PVC 1 I INV/= 625.0 ----T 45 LF-6"*. P_VE -- ZINV. = 627.0 40.92. 5.0' LT I57r1+02.` STA: 0+00 I I / 59 LF 6"0 PVC 58VLF 6629 VC / INV. = 626.0 �' 73 74 / F.F.= 634.5 r / / F.F.= 635.0 � ++ °Jn 90.00' VC tiNN LOW POINT E1FV = 837.75 `. LOW POINT STA - 70+49 v PM STA = 70F64 Y y PN EIEY = 831.15 L m m AD. = 6.00 a K = 15.00 A-JMr -2002_--_-- ----- 632_-� --__ 10 624 SSMH J1511-A T1Pf 1 - 48" STA = 69+94. -5.54 RF 5.30' RT 620 RIM =632. (L%�32.3} I.E. 8= 8"I6Z3.M I.E. N-6?3d4-623.81 I.E. 8" OUT = 62354_G23.'}2 NE 616 LADDER(5W) 72+00 0+00 LF 6"/ PVC = 629.0 - F.F.- 75 F.F.= 636.5 m 644 632 0I'CLEAR _. UNDER STORM 6" D.1. CL-52 WATER -628 138 36 0.59 % /QCT.--SE. w i36-LF 8"0 PVC SDR35 O 856P,' 1'= 20'_HORIZ 524 1" 5' VERT. p Qf > C9 io N u Y d II w b wv�i :_. N i szo ...o * 0 .t Y SSM1 11511-35, TYPE 1 - 48"0 1 d > ± e STA = 71+30.60, 3.311RF 4.0} RT Z a RYI 1_ (o3 N LE kN) 6' OUT = 62xf (oL} 616 L Ay DOER (NE) m m .Mo m e .'moo / 37 71+00 72+00 GRAPHIC SCALE 20 0 10 20 40 ( IN FEET ) 1 inch = 20 ft. WATER CONSTRUCTKJN NOTE3 1-8"x 6" TEE (MJxFL) ®1-6" GATE VALVE (FLxMJ) 1-6" F.H. ASSY. THRUST BLOCKING 1-8" x 6" TEE (FL) 10 1-8" GATE VALVE (FLxMJ) 1-6" GATE VALVE (FLxMJ) 1-8" ADAPTER (FLxMJ) THRUST BLOCKING 1-6" CAP (MJ) 21 1- BLOWOFF ASSY. 1- AIR/VAC ASSY. THRUST BLOCKING ® INSTALL BLOWOFF ASSY. CONTRACTOR SHALL FIELD LOCATE AT LOW POINT IN WATER MAIN PIPE INVERT ELEV. PIPE CROWN ELEV. ® 628.51 (STORM) 627.41 (WATER) DEFLECT WATER LINE AS NECESSARY TO PROVIDE V OF VERT. CLEARANCE. FOR WATER ONLY 190 D Vulu NAME�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 ele�dz CITY N EER DATE NOTE: LOCATION OF DRIVEWAY CUTS ARE APPROXIMATE ONLY SHOWN FOR THE PERMITTING PROCESS. EXACT LOCATION OF DRIVEWAY CUTS SHALL BE DETERMINED AT TIME OF CONSTRUCTION. RECORD DRAWING CERTIFICATION THESE DRAMIGS CONFORM TO THE CONTRACTOR'S CCYeWCTION RECORDS BY: DATE: TITLE/POSITION: PNTl..f h4K�S61� CONFIRMED BY CITY DATE: PROJECT REF: FAC / 98-0023 THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS. /n� nn Approved By. J�.piyw S'.C.E'O Date Approved: V' f710'6 YJ Q J U L: d 2 o ` 8 Lu 5 3 5 3 3 W NLh� �W am Z Z3 Q< i aQ 1/1 g n s C ciavl acend no I C «c X 3 'o < Noe �a U I M �a _ \ n to U � J C cri W 3 Lu rC') vJ �QTn W (n-3cc~ U !R < W U U (L3 U =le a_ Ea Z W C�J Z can W O °C C0 cc w F"- ji Z J W J DATE SEALED 4-/0'0c"� EXPIRESI 1-31- PRC.IECT MANACER JSW WAKEFE D DESK3N S.R.D. DRAWN SAD. arid LFM CHECKED M.W. SEC 5,8 T 20 N. R 5 E_ FEE Np I-\LAKELAND-SO\26054 DATE 12/10/99 SCALE r-20' SHEET 320F�g FILE NO 26064 LAKELAND S0. '= S,� 3Z • 4\ 02D166 1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE CITY OF AUBURN REQUIREMENTS AND SPECIFICATIONS. 2. ALL WORK SHALL &ONFHORM TO THESE DRAWINGS AND THE RULES AND REGULATIONS OF (��({{E WA//$$gqINGrr))ON STATE ARDDEPARTMENT OF BTRANSPORTATION IDGE SAND MUNICIWPAPTCONPSIRUCTIONSTAQ LAT �S7 EDI71otIN0 EXCFEPT WHEF{E SUPPLEMENTED OR MODIFIED BY THE CITY OF AUBURN STANDARD DETAILS AND DEVELOPMENT PROJECT SPECIFICATIONS. 3. THE CONTRACTOR IS REQUIRED TO HAVE A COPY OF CITY OF AUBURN STANDARD CONSTRUCTION NOTES, DETAILS AND SPECIFICATIONS AVAILABLE AT THE JOB SITE ALONG WITH A COPY OF THE APPROVED DEVELOPMENT PLANS. 4. A PRE -CONSTRUCTION MEETING SHALL BE REQUIRED PRIOR TO ANY ON -SITE WORK FOR ALL PUBLIC FACILITY EXTENSION PROJECTS. 5. LOCATIONS SHOWN FOR EXISTING UTILITIES ARE APPROXIMATE, IDENTIFICATION, LOCATION MARKING AND RESPONSIBILITY FOR UNDERGROUND FACILITIES OR U71UTIES IS GOVERNED BY THE PROVISIONS OF CHAPTER 19.122 REVISED CODE OF WASHINGTON. PRIOR TQ STARTING CONSTRUCTION THE CONTRACTOR SHALL CALL ONE -CALL (1-800-42d-5555) FOR UTIUTY LOCATIONS (WATER, SANITARY SEWER, STORM SEVER, GAS, POWER, TELEPHONE AND TELEVISION). 6. THE CONTRACTOR IS CAUTIONED THAT OVERHEAD ELECTRICAL LINES ARE NOT SHOWN ON THE DRAWINGS. THE CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE EXTENT OF ANY HAZARD CREATED BY OVERHEAD ELECTRICAL POWER IN ALL AREAS AND SHALL FOLLOW PROCEDURES DURING CONSTRUCTION AS REQUIRED BY LAW AND REGULATION. 7. TRAFFIC CONTROL AND STREET MAINTENANCE FOR SAFETY OF THE TRAVELING PUBLIC ON THIS PROJECT SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND ALL METHODS AND EQUIPMENT USED WILL BE SUBJECT TO THE APPROVAL OF THE CITY OF AUBURN. CONTRACTORS AND THEIR SURETY SHALL BE LIABLE FOR INJURIES AND DAMAGES TO PERSONS AND PROPERTY SUFFERED BECAUSE OF CONTRACTORS OPERATIONS OR NEGLIGENCE CONNECTED WITH THEM. 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 SHALT, BE SAW CUT FULL DEPTH WITH STRAIGHT, UNIFORM EDGES 12 INCHES 12 OUT FROM THE EDGE OF EXCAVATION. ALL JOINTS BETWEEN TH N W AND IGINAL PAVEMENT SHALL BE PAINTED WITH ASPHALT EMULSION (CSS-11, 11. TIME LIMIT RESTRICTIONS WITHIN EXISTING RIGHTS -OF -WAY WILL BE APPLICABLE AND DETERMINED AT, THE PRE -CONSTRUCTION MEETING. 12. THE CONTRACTOR SHALL INSTALL, REPLACE, OR RELOCATE ALL SIGNS, AS SHOWN ON THE PLANS OR AS AFFECTED BY CONSTRUCTION, PER THE CITYS STANDARD DETAIL NO. TRSP-1. 13. POWER, CABLE AND TELEPHONE LINES SHALL BE IN TRENCH WITH A MINIMUM HORIZONTAL SEPARATION FROM OTHER UTILITIES SEWER, WATER, SiORMJ 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, TO REDUCE EMISSIONS AS A RESULT OF CONSTRUCTION ACTIVITY THE CONTRACTOR SHALL ALSO SWEEP ALL AFFECTED PUBLIC ROADS, AS NECESSARY, TO REMOVE MUD DEPOSITED AS A RESULT OF PROJECT CONSTRUCTION ACTIVITY. 16. CERTIFIED DRAWINGS ARE REQUIRED PRIOR TO PROJECT ACCEPTANCE. REFER TO THE CITYS "RECORD CONSTRUCTION DRAWINGS" REQUIREMENT. 17. FOR MANHOLE AND CATCH BASIN RIM ADJUSTMENT, 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 AFTER ASPHALT PAYING, 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 SDR 21 OR 35 PVC PIPE TO MANHOLES OR CATCH BASINS. 20. THE MAXIMUM LAYING LENGTHS SHALL NOT EXCEED 12'6" FOR SDR 21 OR 35 PIPE. 21. BEDDING FOR PVC, CONCRETE NQ DUCTILE IRON PIPE SHALL BE 5 gg RICH MINUS CRUSHED ROCK SIX INCHES ?6 ) MINIMUM UNDER, 70 SIX INCHE (6 I MINIMUM OVER THE PIPE, AS PER THE CITY OF AUBURN STANDARD DETAILL 0. GEP7-2. 22. REFER TO AUBURN STANDARD TRENCH EXCAVATION AND BACKFlLL DETAIL NOS. GEPT-1 AND GEPT-2 FOR CONSTRUCTION PROCEDURES. 23. ALL IMPORTED PIPE TRENCH BACKFILL MATERIAL SHALL BE BANK RUN GRAVEL, FOR TRENCH BACKFlLL PER SECTION 9-03.14. 24. PIPE IWHEN BACKFlLL MATERIAL WITHIN THE IMPROVED RIGHT-OF-WAY SHALL BE 5 8 INCH MINUS CRUSHED ROCK EN CONNECTION IS PERPENDICJ R TO THE CITY STREET, AS PER CITY OF AUBURN STANDARD DETAIL GEPT-1. 25. CONSTRUCTION OF PROPOSED IMPROVEMENTS SHALL BE IN ACCORDANCE WITH APPROVED PLANS. ANY CHANGES FROM THE APPROVED PLAN MLL REQUIRE APPROVAL FROM THE OWNER, ENGINEER AND THE CITY OF AUBURN. DIVISION 3, PH. 3,4, and 5 at LAKELAND PUBLIC ROAD AND STORM NOTES / DETAILS A PORTION OF S.E. 114 OF THE N.E. 114 SECTION 6, AND THE S.W. 114 OF THE N.W. 114 SECTION 5 TOWNSHIP 20 NORTH, RANGE 5 EAST, W.M. CITY OF AUBURN, PIERCE COUNTY, WASHINGTON ADDITIONAL GENERAL NOTES 1. CATCH BASINS NOTED WITH SOLID LID SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF AUBURN DEPARTMENT OF PUBLIC WORKS STANDARD DETAIL SSFC-i AND MARKED "DRAIN'. 2. SIDEWALKS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF AUBURN DEPARTMENT OF PUBLIC WORKS STANDARD SIDEWALK DETAIL STSW-4. 3. CURB RAMPS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF AUBURN DEPARTMENT OF PUBLIC WORKS STANDARD WHEELCHAIR RAMP DETAIL STSW-4. 4. CURB CUTS FOR RESIDENTIAL DRIVEWAYS SHALL BE PROVIDED AND CONSTRUCTED IN ACCORDANCE WITH THE CITY OF AUBURN DEPARTMENT OF PUBLIC WORKS STANDARD DRIVEWAY DETAIL STDW-IA FOR DRIVEWAYS ONSIDE WITH LANDSCAPE STRIP AND STDW-iB FOR DRIVEWAYS ON SIDE WITHOUT LANDSCAPE SgPIP. (EXACT LOCATION i0 BE DETERMINED AT TIME OF CONSTRUCTIONI. 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 STM7-1. 7. ALL PIPES SHALL BE CONSTRUCTED IN TRENCHES MEETING CITY OF AUBURN DEPARTMENT OF PUBLIC WORKS TYPICAL PIPE TRENCH STANDARD DETAIL GEPT-2. B. 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 CEPT-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 ANY) SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF AUBURN DEPARTMENT OF PUBLIC WORKS STANDARD ROCK WALL DETAIL GERW-1. STORM SEWER OONSTRUCIION NOTES 1. THE CONTRACTOR SHALL OBTAIN ANY NECESSARY STORM LINE CONNECTION PERMITS FROM THE CITY OF AUBURN, PRIOR TO CONSTRUCTION. ALL STORM DRAINS WITHIN THE DEVELOPMENT SHALL HAVE STENCILED DUMP NO WASJE" - DRAINS TO "EITHER STREAMS, WETLANDS OR "GROUNDWATER AS APPLICABLE. LOCAL RESIDENTIAL N_ T 5- LANDSCAPING STRIP a 3% 3Y LANDSCAPING 1 I 4" GRA EL BASE COMPACTED DEPTH MINIMUM 5 \\-5/8" MINUS CC 3' CL "B" ACP - 3" 14' 14' 25' 2% a -- 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 WSOOT/APWA STANDARD PLAN F-1. TYPICAL ROADWAY CROSS-SECTION REFERENCE AUBURN STD. PLAN NO. STSX - 7 N. T. S. FINISH GRADE 2" CONCRETE 2" ASPHALT CAP AS REQUIRED FINISH GRAL PIPE SIZE PER PLANS STORM CLEANOUT DETAIL N_TS- A C r ti o F �I IZ m JOINT UTILITY I ~ TRENCH I I 2' TYP 5' TYP. 1 TYPICAL 6" OR 8" ROOF DRAIN LOCATION CAN CABLE TEL. CABLE TCL POWER CABLE CAP AS REQUIRED RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS BY: DATE: TIRE/POSITION: CONFIRMED BY CITY DATE: PROJECT REF: FAC 1 98-0023 y it os THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS. �� q Approved By 7 J mow. w�v Date Approved: 0 m 1f w 0 0 w s m 0 U W a O 01 01 x011d C vnI M 0 ro C .� ota 0 N 3 o< N E oa o � M M N LO U co J J c a W c I"- 0) WQ� a z cc <� 2gED tocm Ua " m3Y coZ E a Z Lt w O U cc( co m � V cc 0- > ui W Z J W I- J U DATE SEALED 3 PRO.IECT MANAGER J3:IRY WAKEFB_D DESIGN 8RD. DRAWN SRD. and LFJM. CHECKED M.W. SEC 5,6 T 20 N R 5 E RE NO I: \LAKELAND-S0\26064 DATE -SM/99 SCALE 1'"20' SHEET 33 OF29 FEND 26064 LAKELAND S0. o1-D 166y GRADING AND EROSION EROSION CONTROL SEEDING NOTES DIVISION 3, PH. 3,4, and 5 at LAKELAND CONTROL NOTES 1. SEEDING -APPLY THE FOLLOWING MIXTURE 70 THE PREPARED SEED BED AT A RATE OF 120 LBS/ACRE: TEMPORARY EROSION AND SEDIMENT CONTROL NOTES AND DETAILS 1. WITHIN THE CITY OF AUBURN, ALL REQUIRED RETENTION OR DETENTION, PROPORTIONS PERCENT PERCENT A PORTION OF S.E. 114 OF THE N.E. 114 SEC71ON 6, AND THE S.W. 114 OF THE N.W. 114 SECTION 5 SEDIMENTATION AND EROSION CONTROL FACILITIES MUST BE CONSTRUCTED NAME BY WEIGHT PURITY GERMINA77ON AND IN OPERATION, PRIOR TO LAND CLEARING AND/OR OTHER CONSTRUCTION ACTIVITIES, TO INSURE THAT SEDIMENT -LADEN WATER AND STORM DRAINAGE REDTOP (AGROSIIS ALGA) 10% g2 gp TOWNSHIP 20 NORTH, RANGE 5 EAST, W.M. CITY OF AUBURN, PIERCE COUNTY, WASHINGTON RUNOFF DOES NOT IMPACT THE ADJACENT PROPERTIES OR THE NATURAL DRAINAGE WAYS. ANNUAL RYE 40% 98 90 Z THE DETENTION, SEDIMENTATION (RETENTION IF INFILTRATION SYSTEM IS (LOLIUM MULTIFLORUM) 12" STAPLES OR WIRE RINGS (TYPICAL) 2"x2'xl4 GA. WELDED USED) AND EROSION CONTROL FACILITIES DEPICTED ON THE APPROVED FILTER FABRIC MATERIAL - MARIFl WIRE FABRIC OR EQUAL CHENINGS FESQUE 40% 97 80 DRAWINGS ARE INTENDED TO BE MINIMUM REQUIREMENTS TO MEET FILTER FABRIC MATERIAL 100x OR EQUAL. ANTICIPATED SITE CONDITIONS. ADD117ONAL DRAINAGE AND EROSION (FESTUCA RUBRA COMMUTATA) CONTROL FACILITIES MAY BE REQUIRED AS SITUATIONS WARRANT DURING (JAMESTOWN, BANNER, 2 x2"xl4 GA. W.W.F. 2'x4" DOUG FIR ® 4' O.C. CONSTRUCTION. THE IMPLEMENTATION, MAINTENANCE, REPLACEMENT AND SHADOW OR KOKET) if ADDITIONS TO THESE CONTROL SYSTEMS SHALL BE THE RESPONSIBILITY OF MITE DUTCH CLOVER 107. 96 gp 2"x4" DOUG FIR OR EQUAL THE PERMITTEE. ."� "> (TRIFOLIUM REPENS) N 3. THE DETENTION (RETENTION IF INFILTRATION SYSTEM IS USED) CONTROL 1° - 1 1/2" WASHED I I I I I jt I I POND SHALL REMAIN IN PLACE UNTIL THE PERMANENT STORM SYSTEM IS IN 2. TIME OF PLANTING - DURING THE TIME PERIOD BETWEEN APRIL 1 ROCK OR PEA GRAVEL I I " I I � I I PLACE AND OPERATIONAL THROUGH JUNE 30 AND SEPTEMBER 1 THROUGH OCTOBER 31. (NOTE: I II II II IF PLANTING BETWEEN JULY 1 AND AUGUST 31, IRRIGATION MAY BE I I I I I I N 4. THE TEMPORARY EROSION CONTROL FACILITIES, INCLUDING ALL PERIMETER REQUIRED. IF PLANTING BETWEEN NOVEMBER 1 AND MARCH 31, I I I I I CONTROLS, SHALL REMAIN IN PLACE UN71L FINAL SITE CONSTRUCTION IS MULCHING WILL BE REQUIRED IMMEDIATELY AFTER PLANTING.) I I I I I COMPLETED AND APPROVAL HAS BEEN RECEIVED FROM THE CITY 3. FOR OTHER SEED MIXTURES, USE LOCAL SUPPLIER 6'x6' TRENCH if 5. ALL AREAS OF ACTIVE EARTHWORK WHICH HAVE THE POTENTIAL FOR RECOMMENDA1IONS WITH APPROVAL FROM AUBURN. ° EROSION AND SEDIMENTATION IMPACTS ON ADJACENT PROPERTY AND DRAINAGE WAYS MUST BE STABILIZED ACCORDING TO THE FOLLOWING - 2 4. SITE PREPARATION BEFORE SEEDING, INSTALL NEEDED SURFACE ° EXCESS OVERLAP SCHEDULE RUNOFF CONTROL MEASURES SUCH AS GRADIENT TERRACES, I INTERCEPTOR DIKE/SWALES, LEVEL SPREADERS AND SEDIMENT BASINS. TYPICAL CROSS-SECTION FROM APRIL 1 TO SEPTEMBER 30, AREAS AT FINAL GRADE AND THOSE NO7ES I P I WHICH ARE SCHEDULED TO REMAIN UNWORKED FOR MORE THAN 30 II II II II DAYS, SHALL BE STABILIZED WITHIN 10 DAYS. 5. SEEDBED PREPARATION - THE SEEDBED SHOULD BE FIRM, BUT NOT 1. PLACE 1' OF - 1 1/2" WASHED ROCK OR PEA GRAVEL COMPACT, WITH A FAIRLY FINE SURFACE FOLLOWING SURFACE ON BOTH SIDESES O OF FENCE TO CREATE A BEVEL SHAPE. SURFACE ROUGHENING SHOULD BE DONE AT, RIGHT FROM OC70BER 1 i0 MARCH 31, EARTHWORK ACTIVITIES SHALL BE ROUGHENING. 2. FABRIC SHALL COVER BOTTOM OF 6' X 6" TRENCH AND EXTEND CONDUCTED IN STAGES IN ORDER TO MINIMIZE SOIL EXPOSURE. ANGLES 70 THE SLOPE AND PREFERABLY "CAT WALKED" UP SLOPE. BEYOND THE LIMITS OF THE GRAVEL IN ORDER TO MAINTAIN AN 6" X 6" TRENCH EXPOSED SOILS WITH AN AREA GREATER THAN 5,000 SQUARE FEET EXCESS OVERLAP OF 2' MINIMUM AS SHOWN IN TYPICAL CROSS-SEC77ON. ELEVATION ARE SCHEDULED TO REMAIN UNW'ORKED FOR MORE THAN 24 HOURS 6. FERTILIZATION - AS PER SUPPLIER'S RECOMMENDATIONS. �+ AND EXPOSED AREAS OF LESS THAN 5,000 SQUARE FEET THAT WILL DEVELONM NT SADJA ENFERTILWATER BODIES AND WETLANDS MUST SILTA I I�ry USEON FENCE DETAIL REMAIN UNNtlRKED FOR MORE THAN 7 DAYS SHALL BE STABILIZED N, TS IMMEDIATELY. Z "HYDROSEEDING" APPLICATIONS WITH APPROVED SEED -MULCH - FERTILIZER MIXTURES MAY ALSO BE USED. 6. THE PROJECT ENGINEER OR PROJECT SURVEYOR WILL BE RESPONSIBLE FOR FIELD LOCATING THE CLEARING LIMITS AND ESTABLISHING THOSE B. MAINTENANCE - SEEDING SHOULD BE SUPPLIED WITH ADEQUATE BOUNDARIES WITH BRIGHT COLORED FLAGGING. THE CONTRACTOR SHALL MOISTURE. SUPPLY WATER AS NEEDED, ESPECIALLY IN ABNORMALLY CLEAR TO THE LIMITS AS ESTABLISHED ON THIS PLAN AND AS FLAGGED IN THE HOT OR DRY WEATHER, OR ON ADVERSE SITES. WATER APPLICATION FIELD. RATES SHOULD BE CONTROLLED TO PREVENT RUNOFF. INADEQUATE AMOUNTS OF WATER MAY BE MORE HARMFUL THAN NO WATER. 7. ALL NECESSARY FACILITIES SHALL BE MAINTAINED ON SITE TO PREVENT DEBRIS, DUST, AND MUD FROM ACCUMULATING ON THE PUBLIC RIGHT-OF-WAY. NOTES 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 APPLICANT/CONTRACTOR SHALL IMMEDIATELY COMMENCE RESTORATION OR MITIGATION MEASURES. RESTORATION ACTIVITY SHALL CONTINUE UNTIL SUCH 77ME AS THE PROBLEM IS RECTIFIED. 3. ALL EROSION AND SEDIMENTATION CONTROL DEVICES SHOWN ON THIS DRAWING SHALL BE INSTALLED PRIOR 70 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. IN ANY AREA WHICH HAS BEEN STRIPPED OF VEGETATION OR EXPERIENCED LAND DISTURBING ACTIVITIES AND WHERE NO FURTHER WORK IN ANTICIPATED FOR A PERIOD EXCEEDING THE LISTED CRITERIA, ALL DISTURBED AREAS MUST BE IMMEDIATELY STABILIZED WITH MULCHING, GRASS PLANTING, 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, INCLUSIVE. SEEDING MAY PROCEED, HOWEVER, WHENEVER IT IS IN THE INTEREST OF THE APPLICANT/CONTRACTOR, BUT MUST BE AUGMENTED WITH MULCHING, NETTING, OR OTHER TREATMENT. 6. 714E PROJECT ENGINEER OR PROJECT SURVEYOR WILL BE RESPONSIBLE FOR FIELD LOCA71NG THE CLEARING LIMITS AND ESTABLISHING THOSE BOUNDARIES WITH BRIGHT COLORED FLAGGING. THE CONTRACTOR SHALL CLEAR 70 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 PUBLIC RIGHT-OF-WAY. TEMPORARY SWALE AS NECESSARY To CONVEY SURFACE WATER 70 TESC PONDS. SLOPE 0.005 FT/FT MIN. UNLESS OTHERWISE NOTED. TEMPORARY SWALE POND TOP PER PLAN 1 1/2" WASHED ROCK - GRAVEL CONE WATER TIGHT SEAL INVERT ELEVATION PER PLAN 12" PVC 12 x 12 x 12 PVC TEE WITH RUBBER GASKET JOINTS RUBBER GASKET PLUG ORIFICE (MAINTAIN EXI! ORIFICE DIAMETER) I" DIA. TYR, 40 HOLES MIN., 0 10` O.C. THE LIMITS OF THE GRAVEL COVE CUP STANDPIPE, OPEN TOP, BOTTOM. ENCASED IN CONCRETE. DISTANCE GREATER THAN MINWNIM _rNEAD TO PASS DESIGN STORM 25 YR / 24 HR W.S. V ° 0 0 0 0 VARIE 0 0 S GRAVEL CONE N\I E I N.TS. MAINTENANCE STANDARDS: 1. ANY SEDIMENT DEPOSITION OF MORE THAN 0.5 FEET SHALL BE REMOVED SO THAT THE CHANNEL IS RESTORED TO ITS ORIGINAL DESIGN CAPACITY. 2. IF THE CHANNEL CAPACITY IS INSUFFICIENT FOR THE DESIGN STORM, IT MUST BE DETERMINED WHETHER THE PROBLEM IS LOCAL (I.E., A CONSTRICTION OR BEND) OR THE CHANNEL IS UNDER DESIGNED. IF THE PROBLEM IS UNDERDESIGN, THE PROJECT ENGINEER SHALL BE NOTIFIED AND THE CHANNEL REDESIGNED TO A MORE CONSERVA71VE STANDARD. 3. THE CHANNEL SHALL BE EXAMINED FOR SIGNS OF SCOURING AND EROSION HAS OCCURRED. AFFECTED AREAS SHALL BE PROTECTED BY RIP -RAP OR AN EROSION CONTROL BLANKET OR NET, 6: .. i FILTERED e. WATER +:A - TYPE I CB ^M .+� FILTER FABRIC PLACED UNDER GRATE NOTES: 1. FOR CATCH BASINS AND YARD DRAINS, WHERE SHOWN ON THE PLANS. 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTENANCE SEE EROSION CONTROL NOTES. TYPICAL CB SEDIMENT BARRIER DETAIL N. T S. VARIES n DEPTH AS SHOWN ° o ON PLAN -III_ SEDIMENT SETTLING and STORAGE TT - IIIIII- 6" CONC. BASE POND BOTTOM ELEV. VARIES II I I IIIII IIIIIIIII IIIII \y/\-///\X ROCK MUST COMPLETELY COVER THE /BOTTOM AND SIDES OF THE DITCH MINIMUM OF TWO STAKES PER BALE STRAW BALE DETAIL N TS. CROSS SECTION • i =�.�'� min s�r� �.n. . •. •... _ re r L = 50' FOR "A" & "B" SOILS L #L = 100' FOR "C" & IV SOILS x l � OTES: o. 1. CONTRACTOR IS RESPONSIBLE FOR MAINTAINING AND CLEANING THE APPROACH ON A REGULAR BASIS. 2 IF DIRECTED BY THE INSPECTOR ADDITIONAL QUARRY SPALLS MUST BE ADDED. 3. THE CONSTRUCTION APPROACH MUST BE LOCATED AT THE PERMANENT APPROACH LOCATION. STABILIZED CONSTRUC77ON ENTRANCE 4AQ7 WASHED ROCK SEDIMENT POND OVERFLOW N.T.S. 24" MIN. 2A SLOPES L L = THE DISTANCE SUCH THAT POINTS A AND B ARE OF EQUAL ELEVATION CHECK DAM SPACING ROCK CHECK DAM DETAIL NOT TO SCALE 2"-4" ROCK RECORD DRAWING CER17RCA71ON PROJECT REF: FAC 1 98-0023 THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS THESE PLANS ARE APPROVED FOR CONFORMANCE WITH BY: THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS. DATE: RTLE/POSITION: Approved By. LJ1�wvvy -'�JS� CONFIRMED BY CITY DATE: Date Approved: W�q 00 A rt 0 0 M w S m 0 a s and ornrn O! saw C no I I Nav _ro •w N � � Ov no L m.LL 3 o a N Ea 0 uM �a N L0 U O 'I -Q J C d o W Lu z c� W UZwa Q`� 3 Cl� J a W QYQ� j 2 g U cli 13Lm WW�`a I OZ ~ E Et Z @ W w Z a W O 0 C� Lu cc LLI Z W J J � �= U DATE SEALED EXPIRES, 1-31-6 PROJECT MANAGER JEFRY WAKEFELD DESIGN SRD. DRAWN SAD, LFA4. CHECKED MW. SEC 5,6 T 2O N. R 5 E FILENO I: \LAKELAND-SO\26064 DATE 100/99 SCALE AS NOTED SHEET 34OFL9 RE NO 26064 LAKELAND SO. PF 501+ 14 a� 0;.D 164y rrzr, 596 -- 592 588 \ 584 580 576 572 I 568 564 - -- --- MAX. I*S.= 582.5 DIVISION 3, PH. 3,4, and 5 at LAKELAND TEMPORARY EROSION AND SEDIMENT CONTOL DETAILS A PORTION OF S.E. 114 OF THE N.E. 114 SECTION 6, AND THE N.E. 114 OF THE N.E. 114 SECTION 5 TOWNSHIP 20 NORTH, RANGE 5 EAST, W.M. CITY OF AUBURN, PIERCE COUNTY, WASHINGTON GRAVEL CONE STA = 1+68.90, - I.E. = 580.00 - 83 596 - - - - - , - - -- 592 CB 03, TYPE 1 \ STA = 2+51.82, \ RNA = 574.64 588 1 1/2" -4° WASHED ROCK CORE QUARRY SPACES 6' MIN. 584 LAYER, 18" THICKNESS 2 2 1 'a.. �1 580 _ o.°0O _. LE— 571.64 SETTLING- -- ®10OB;\�\ 576 DEPTH --— — — — — — — — — — - - - -- SEDIMENT POND 'A" - 572{ SECTION A -A -- - - - 1"= 20' HORIZ'.. 568 564 Q N G1 a 1+00 2+00 - - 596 - - -__ 592 588 - _ - _ MA& W.a— aa1.0 - - -. '. '. 584.0 584 - '.. BOTTOM ELEV.= 582.0 GRAVEL FILTER 580 - --- WINDOW - - (SEE DET4 THIS SHEET) 576 - __---- 572 - voi m 584 2' SETTLING - 580 DEPTH 86' 576 SEDIMENT POND 'W SECTION B-B I"= 20' HORIZ 572 1'= 5' VERT v> o a v h n h 0+00 1+00 2+00 NOTE. "KEY' NOT REQUIRED POND C BOTTOM QUARRY SPALL AND GRAVEL FILTER N.T' 600, 596 - (SEE DETAIL ON SHT 34) _ - - - - `GRAVEL CGNE - -- _ STA = 0+46.41, 592 --- I.E. = 584.00 I CB /23, 71 - ...r 8' -- - STfi - 584 i+1 RIM - 588 .0 LE_ =577 ti 584.0 584 Sg — 130TTOM ELEV.= 582.0 !F r1 ° 10 - - - 2' SETTLING ®Ao.;,. 580 DEPTH - 576 SEDIMENT POND 'B' L.J - SECTION C-C 1"= 20'T40RIZ -- - 1'= 5' VERT 0+00 RECORD DRAWING CERTIFICATION PROJECT REF: FAC / 98-0023 // ao THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS THESE PLANS ARE APPROVED FOR CONFORMANCE WITH BY: THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS. DATE: (� (� /1 TITLE/POSITION: Approved By ! J-c, v _ JL CONFIRMED BY CITY DATE: Date Approved: �L AA�oy � J m a D za3� g M W S m i' o m rn � Xona O mno u Ell MOB C «c ota N 4 o a � om Noft O oh a M N L0 7 p _I _I 0 (J) W M� l Q Z Lu CC Q y Y! g q0q 7 QV<L Ua 250o CL d `a cri 0) c cy) W z w rn >- CC Ljj O V OL > w 111 DATE SEALED 7' iS-bO EXPIRES- 1-31- PROJECT MANACER JETW WAKE19N3.D DESIGN SAD. DRAVVN LFM, SAD. CHECKED MW. SEC 5,6 T 20M R 5 E RLE NO I: \LAKELAND-50\26064 DATE 121110M SCALE AS NOTED SHEET ss OFL9 FLE NO 26064 LAKELAND S0. / VF Sol, 3` ar A\ o)- D i66 y NOTE: THE LSBL DETAILS SPECIFIED BELOW ARE SPECIFIC TO LAKELAND SOUTH PROJECTS SERVED BY BONNEY LAKE WATER AND LOCATED WITHIN THE LAKELAND SOUTH ANNEXATION AREA. THESE DETAILS MAY BE OBTAINED FROM THE CITY OF BONNEY LAKE OR THE CITY OF AUBURN. THESE DETAILS SHALL BE ON THE JOB SITE WHENEVER WATER CONSTRUCTION IS IN PROGRESS WATER MAIN BLOCKING LSBL-1 FIRE HYDRANT LOCATION LSBL-2 FIRE HYDRANT DETAIL LSBL-3 DEDUCT METER LSBL-4 ADJUSTMENT OF UTILITY LSBL-5 i-INCH AND SMALLER WATER SERVICE LSBL-6 i-INCH AND SMALLER WATER SERVICE MATERIAL LIST LSBL-6A 2-INCH AIR & VACUUM RELIEF VALVE LSBL-7 2-INCH BLOW -OFF ASSEMBLY LSBL-8 TEMPORARY BLOW -OFF ASSEMBLY LSBL-9 WATER PLAN NOTES 1. TV CABLE, ELECTRIC AND TELEPHONE LINES SHALL BE IN A TRENCH WITH A MINIMUM HORIZONTAL SEPARATION FROM OTHER 077LI DES (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. J. DURING CONSTRUCTION, THE PUBLIC STREETS ADJACENT TO THIS PROJECT SHALL BE KEPT CLEAN OF ALL MATERIAL DEPOSITS RESUL77NG FROM ON -SITE CONSTRUCTION, AS DIRECTED BY THE CITY. 4, PIPE FOR WATER MAINS SHALL BE DUC77LE IRON MEETING ANSI SPECIFICAPONS 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 EI7HER MECHANICAL -BOLTED TYPE OR PUSH -ON RUBBER RING GASKET TYPE CONFORMING TO AMERICAN NATIONAL STANDARD A-21.11. 8. PIPE FITTINGS: PIPE FITTINGS SHALL BE DUCTILE IRON AND SHALL BE THE SAME KIND OF COATING, LINING, AND STRENGTH AS THE PIPE TO WHICH CONNECTED AND SHALL CONFORM TO ANSI SPECIFICATION A-21.10 AND A-21.22 OF LATEST REVISION. 9. HYDROSTATIC TESTS OF THE NEW PIPE LINE SHALL BE MADE IN ACCORDANCE WITH THE PROCEDURE FOR WATER -PRESSURE TESTING WATER LINES" AND THE LATEST PROVISIONS OF AWWA C-600, EXCEPT AS MODIFIED BY THE CITY OF BONNEY LAKE DEVELOPMENT POLICIES AND PUBLIC WORKS DESIGN STANDARDS, SECTION 4.07(14) AND HEREIN. ALL EQUIPMENT NECESSARY TO MAKE THE TEST SHALL BE FURNISHED BY THE CONTRACTOR, AND THE CONTRACTOR SHALL CONDUCT ALL TESTS UNDER THE SUPERVISION OF THE ENGINEER. PRESSURE TESTS SHALL BE MADE ON ALL PIPING AND APPURTENANCES INSTALLED UNDER THIS CONTRACT, INCLUDING ALL CONNECTIONS TO EXISTING MAINS AT A MINIMUM TEST PRESSURE OF 200 PSI. 10. DISINFECTION OF THE NEW WATER SYSTEM SHALL BE REWIRED PRIOR TO CONNECTION TO THE EXISTING WATER LINE AND SHALL BE IN ACCORDANCE W9TH 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. SERVICES SHALL BE A MINIMUM 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-I. 14. FIRE HYDRANT ASSEMBLIES SHALL CONFORM TO CITY OF BONNEY LAKE STANDARD DETAILS NO.. LSBL-2 AND LSBL-3. 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 SHOIWJ ON THE DRAWINGS AND SHALL NOT BE CHANGED WITHOUT CITY APPROVAL. 20. BACKFLOW DEVICES REQUIRED WITH FIRE PR07EC77ON 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 WITH FORMULA ND-Yl (YELLOW) 15 FEET EACH SIDE OF ALL FIRE HYDRANTS, AS DIRECTED BY THE CITY. 22. ALL WATER MAINS SHALL HAVE A BLOWOFF ASSEMBLY AT LOW POINT AND AN AIR VACUUM RELIEF VALVE AT HIGH POINT OF MAIN. AIR AND VACUUM RELIEF VALVE SHALL BE PER CITY OF BONNEY LAKE STANDARD DETAIL NO. LSBL-7. BLOWOFF ASSEMBLY SHALL BE PER CITY OF BONNEY LAKE STANDARD DETAIL NO. LSBL-8. 23. WATER LINE CONSTRUCTION SHALL CONFORM TO THE CITY OF BONNEY LAKE DEVELOPMENT POLICIES AND PUBLIC WORK DESIGN STANDARDS. 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. SANITARY SEWER CONSTRUCTION NOTES 1. THE LOCATION OF THE SIDE SEWERS SHALL BE MARKED AT THE END OF THE LINE INSIDE PROPERTY BY A PRESSURE TREATED 2 X 4, FOUR FEET (4) LONG BURIED IN THE GROUND A DISTANCE OF THREE FEET (3). THE LOWER END SHALL HAVE A 2 X 4 CLEAT NAILED TO IT TO PREVENT WITHDRAWAL OF THE STAKE. THE EXPOSED ONE FOOT (1) SHALL BE PAINTED TRAFFIC YELLOW AND THE DEPTH OF THE SIDE SEWER OR TEE SHALL BE INDICATED IN BLACK PAINT ON THE 2 X 4. 2. CONTRACTOR SHALL OBTAIN ANY NECESSARY SIDE SEWER CONNECTION PERMITS FROM THE CITY OF AUBURN PRIOR TO CONSTRUCTION. 3. UNLESS OTHERWISE APPROVED, ALL CONNECTIONS TO EXISTING SEWER MAIN WITH NEW TEES SHALL BE DONE BY THE CITY OF AUBURN. THE CONTRACTOR SHALL BE RESPONSIBLE FOR TRENCH AND PAVEMENT EXCAVATION, PIPE INSTALLATION, BACKFILL AND PAVEMENT RESTORATION. 4. ALL SIDE SEWERS ARE STATIONED FROM THE PRECEDING DOWNSTREAM MANHOLE. 5. ALL SIDE SEWERS ARE 6" PVC 0 2% MINIMUM UNLESS OTHERWISE NOTED. STUBS ARE TO EXTEND TEN FEET ONTO EACH LOT WITH A MINIMUM DEPTH OF FIVE FEET. A CLEANOUT SHALL BE PLACED AT THE AFOREMENTIONED POSITON ON ALL STUBS. SEE THIS SHEET FOR TYPICAL SIDE SEWER CONNECTION DETAIL. DIVISION 3, PH. 3,4, and 5 at LAKELAND 8 SANITARY SEWER AND WATER NOTES / DETAILS o A PORTION OF S.E. 114 OF THE N.E. 114 SECTION 6, AND THE S.W. 114 OF THE N.W. 114 SECTION 5 TOWNSHIP 20 NORTH, RANG 5 EAST, W.M. CITY OF AUBURN, PIERCE COUNTY, WASHINGTON Z U to NOTE: CONCRETE SLEEVE AND SURROUNDING Z GROUND IS TO BE SLOPED AWAY FROM CLEANOUT PROVIDE CAST IRON RING THREADED PVC PLUG WITH HEAVY DUTY SCORED CAST IRON COVER Q 2'x2'xl' CONCRETE 2 PAD IN ALL AREAS. ATTACH 4" FINISH GROUND i j? -{ DISCHARGE HOSE 4" GALV. IRON PIPE _ THREADED LENGTH TO FIT 4" GALV. 90' BEND 4" GATE VALVE 4" GALV. IRON PIPE THREADED LENGTH TO FIT 4" 90' WITH 4" CLOSE NIPPLE BETWEEN CAP(BLIND FLANGE AND 4" 90' B ND PROVIDE CONCRETE THRUST BLOCKING (NOT SHOWN) 4° TEMPORARY BLOW OFF ASSEMBLY N.T.S. 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"A2" REDUCER (FLxF 12"x8" REDUCER (FLxFL 8'x4" REDUCER (FLxFL) NEW WATER MAIN FLANGE COUPLIh SIZE AS REQUIRED TO MATCH NEW WATER MAIN L 2" PRESSURE TESTING ASS'Y, 4' BLIND FLANGE W/ 2' IRS TAP 2' PIPE (SxS) LENGTH TO FIT 2' GATE VALVE (SxS) 12"0 � 4"0 OR 6"0 FOR FIBRE JOINT PACKING RESIDENTIAL 6"0 FOR COMMERCIAL. LONG BEND RADIUS (45' BEND) KNOCKOUT TYPE PLUG AT END OF LINE lo" T CAST IRON RING AND COVER OLYMPIC FOUNDARY /M1007 OR EQUAL PRIVATE SANITARY/STORM SEWER CLEANOUT N.T.S. C.O.A. STANDARD DETAIL SSCO-1 FOR EXIST. B" MAIN: 8"x4" REDUCER (FLxFL) FOR EXIST. 12" MAIN: 12"x8" REDUCER (FLxFL) 8"0" REDUCER (FLxFL) FOR EXIST 16" MAIN: 16"02" REDUCER (FLxFL) 12"x8' REDUCER (FLxFL) 8"x4" REDUCER (FLxFL) i MAIN DUNG ADAPTER. .� no ncW. ED 70 MATCH EXISTING WATER MAIN NOTE: BACKFLOW PREVENTION ASSEMBLY REQUIRED FOR TESTING CONFIGURATION AT CONNECTION TO EXISTING MAIN(S). FINAL CONFIGURATION SHALL REPLACE BACKFLOW PREVENTION ASSEMBLY WITH SPOOL TO MATCH NEW WATER MAIN CLASS AND SIZE. LENGTH TO FIT. COUPLING PER CITY RED'S COUPLING PER CITY REQ'S NEW WATER MAIN �\ LENGTH AS REQUIRED I� EX. WATER MAIN \ MATCH NEW WATER MAIN CLASS AND SIZE �f-� CONNECTION DETAIL N.T.S. ADDITIONAL WATER CONSTRUCTION NOTES: 1. THE CITY OF BONNEY LAKE SHALL BE NOTIFIED THREE WORKING DAYS PRIOR TO THE TIME THE DEVELOPER WOULD LIKE 70 CONNECT TO EXISTING MAINS OR FOR INSTALLATION OF TAPPING TEES. THE CONNECTION SHALL BE DONE IN ACCORDANCE WITH THE CITY REQUIREMENTS. DEVELOPER SHALL NOT OPERATE ANY VALVES WITHIN THE EXISTING SYSTEM; THESE WILL BE OPERATED BY THE CITY OF BONNEY LAKE PERSONNEL ONLY. 2. FOR AID IN U77UTY LOCATION, CALL 1-800-424-5555, 48 HOURS (2 WORKING DAYS) PRIOR TO BEGINNING OF CONSTRUCTION. EXISTING UTILITIES, WHETHER SHOWN OR NOT, SHALL BE LOCATED PRIOR TO CONSTRUCTION, SO AS TO AVOID DAMAGE OR DISTURBANCE, AND THE DEVELOPER SHALL ASSUME ALL RESPONSIBILITY AND COSTS CONNECTED THEREWITH TO PROTECT, MAINTAIN AND REPAIR, WHERE NECESSARY. FOR WATER ONLY THESE PLANS ARE HEREBY APPROVED FOR CONFORMANCE WITH THE CITY OF BONNEY LAKE PUBLIC WORKS STANDARDS AND SPECIFICATIONS. APPROVAL IS VALID FOR A PERIOD OF 12 MONTHS FROM THE DATE OF SIGNATURE #4w DATE NOTE: CONTRACTOR IS REWIRED TO HAVE THE CITY OF AUBURN STANDARD NOTES AND STANDARD DETAILS AND SPECIFICATIONS AVAILABLE ON JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS BY: DATE: TITLE/POSITION: CONFIRMED BY CITY DATE: PROJECT REF: THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS. / Approved By. .0 � .(moo Date Approved: ���G0 a� 0 0 M 3 s� �s �Q oZ �z 0 U` m wz aQ w' 00 0,0 07 N1 °ta 3 o v Boa V M N LO U � J � � J co 0 Tn w Z ct Lu a W 3 c QY Ua�U 1: n (.) C,,a �cm M w W 0 Q 0 cc Q I.0 Ill W Z IJJ U DATE SEALED-3-/.5-00 EXPIRES, 1-31- OZ PROJECT MANAGER JERRY WAKED DESIGN S.RD. DRAWN SRD. and LFM CHECKED MW. SEC 5,6 T 20N R 5 E FILE NO I: \LAKELAND-S0\26064 DATE 12Ha790 SCALE 1'- 60' SHEET 36OF39 FILE NO 26064 LAKELAND SO PF So'', 3h o G 02"D144N GRAPHIC SCALE 60 0 30 60 120 ( IN FEET ) I inch = 60 ft. DIVISION 3, PH. 3A and 5 at LAKELAND MASTER LOT AREA MAP A PORTION OF S.E. 114 OF THE N.E.1/4 SECTION 6, AND THE S.W. 114 OF THE N.W. 114 SECTION 5 TOWNSHIP 20 NORTH, RANGE 5 EAST, W.M. 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Ow450 M JJ0. 2&91 047A 55 C76 17&W 3& I61208 (W IJ&W 6l. 20W502 C78 I75.W 24.8J 08'1 IS C79 2J&W Io.N JI `1 V - CW C12C ` �y _ C114 1 HgB C1�2 35.25! 013 I all I 010 I Oft LIB aN. 51.28' CIW CIS-- / �3 CI64� IC98 G \ - �i6 _1 ___L_-_-L____-_�-__-- !``0 6.521 S.F. I, �'- ' Now" fa«'°`n I - °6 - ��' f2er - � 73 ` c7��_I_ C76 - I / ce2 - 64TH � B.F. - - - � 6,761 S.F.. "I'.' ass o9uAu. 57 7 Ce9-�, \� �� ),�C I 8,092 S.F. , l9 5&W' 55.00' SS.W 119 C84 CB5 CJIB C8] U M00' S7.45' C88 1 i\Y. S5T C% \ r,l ll I 77 I Pi / � �--�- 1 � 8,137 S.F. n 'I� 54 rv'18 ''L¢i� 58 74 rt/ 52 1= 8 i318 nli¢ VV T a1 sI �I II I sI 71 \% \ In \ 6,981 S.F. I 6,098 S.F. RI 6,481 SF. ci _ �y 8 c' 8 « N 3 = Y 1� 72 7,470 S.F. : 76 sg 5,720 S.F. ' S,608 SF i I / 7,41)6 S.F. / Zi'S 5.33son18 V1 F18 62 18 {W IS 6� Ig 65 -618 66 LEIS 67 SIB 68 g18 69 i18 70 SI� 5,877 S.F. 67 S.F. i\� /� 75 'Cc,'� 8169 SF T' \ 6,026 S.F. 1 8 1 \ I , 1 I 5,500 S.F. 5,500 SF I 5,500 S.F. I 5,502 S.F. I 5,526 S.F. �I 5,537 S.F. �'I 5,508 S.F. I 5,452 S.F. I 5,419 S.F. I 5,461 S.F. \& / 6,275 S.F. 5L2r moo, I 5&W I 55.0' I 55 W' I ,o / ,.._. , I I I I 1 I I I I I 1 11 \� / 11 5♦ 55.W' 54AY 6&44' C80 25.00 Mal 791rlr Of 275.W 45.52 0979 Cat 27&W IS 0➢79 C83 7&W J9.4.0 OB'1015 W39 007 C85 502&W 3&01' 00'JJ' C86 502aW' 005JJ8 C6I 502&W a4&68 m 0053 ' (W N&W 4& Or4201 C89 Naw 0.29 074116' CW 34&0) 4&64 U44'm C91 25.W ME 82110I c92 MW 24.11 2 o C93 345W aw 1415 C9/ moo, 2515 MOOR C95 50.W mm 51 37.83 437105 C97 50.00 3&Be 4n% an Saw 34.30 391 5 C9B 50.W 28.61 JODJI CIW xiW 2& 29'4 tl 00 2&00 35.88 821401 C102 315.W 77.911 125OI C103 295.W 6d74 1321N ON 29&W W.7r I3712I CIO 281W 6&21 137W31 C1W 29SW 6&B2 lm'o 007 n&W 6&21 I311 DOB 29&W tam O ,:f 0109 49MR 1&55 W33 0f0 aaW 5102 0DW 01 all Maw 5&01 0 012 all M..27 W50 M13 NJ&00 3&75 W264 a14 21&W SA31 arN15 015 a0_0 39.27 016 2WW m73 1593 017 "..W 83.52 2355 018 MW 37.19 W31 a 2W.W am 117125 020 250.00 xi78 il'3811 C121 22&W 815Y 2116 C122 011 83% 2118 a23 22&W A14 W4243 024 50.00 81.J4 N1 12 a25 MOO 60.95 IJP4152 C126 1925.W 45.99 0172W a27 MW 36.0 11'NN 028 Ww 4&95 N55W an W O 3L55 J859W am MOT 4a0s 5125 031 192&00 106.,5 WW34 am aw 60.95 1JT4152 am MOD tam 29'3448 C134 475.00 69.N1 0B'19b C135 1925. 2&70 00511 a]6 aw 4a32 922413 037 law la" 087158 OW I7S 4278 14W20 C139 17SW 2242 29 CIIO I]&W am OS11 041 17&00 42W l3'/649 C142 17&W 50.88 16'412 C143 NOW &6T W#7 Or am Imm 2357 07430 048 xi a1 5" 15 C146 2& & 19'4 OB C147 xiW 24.1/ 2717 a48 67aW 1/&75 073721 CIN MW MW 22&A08 am MW 6216 NU5'z 051 MW xw 34 39 032 870.W 62.16 O4W5 am MW mW 34 39 au 8]aW MAr 07831 ass 5aW 20.W 22'&506 ass WX 2n.W 225506 057 MW 2100 322541 am t2&W 111.93 5118 a% 2&W 27m3r 871 CI60 xiW 19. 2i472 C161 12&00 J272 1459 062 2&W J9.27 90W 06J 22&W 248/ W19 aN aW 11.18 48112J 00 211 11.18 481123' C168 OMRNL xi.W NUT 2J672'46' CI67 OkRNl 50. ZfVW 27478 THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS BY: DATE: TITLE/POSITION: CONFIRMED BY CITY DATE: PROJECT REF: FAc 98-0023 2�00 THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS. J../� Approved By. Y wa-w.-� Date Approved: .441/00 / J 0 a n W 5 K m O U W a ono ornm Ito N � N C no � I I W 01 W C_ r •ai e OLa 0 3 o a NEa 0 Cn la _ \ N L U � J J .C,6 W W z CO QLIJ auto U _j Um3 6L .40 Q Z uj p ir/� V v! cc W W 7 W Z W U DATE SEALED EXPIRE& 1-31- Z- --.. •F.\•F. DEMN SAD. DRAWN SAD. and LFM CHECKED M.W. SEC -W T 20 N R 5 E FLE NO I: \LAKaAM-S0\26064 DATE 120110/99 SCALE r- W SHEET 37OF29 FLE NO 26064 LAKELAND SO. 01D 16Gy li 9 GRAPHIC SCALE 60 0 30 60 120 ( IN FEET ) 1 inch = 80 It LEGEND ml PROPOSED CENTERLINE PROP,,,, EASEMENT PROPOSED FLOWUNE , . U&N-1 MAIL BOX 1 DIVISION 3, PH. 3,4, and 5 at LAKELAND MAILBOX AND SIGNACE PLAN A PORTION OF aE 114 OF THE N.E. 114 SECTION 6, AND THE S.W. 114 OF THE I.W. 114 SECTION 5 TOWNSHIP 20 NORTH RANGE 5 EAST, WM CITY OF AUBURN, PERCE COUNTY, WASHINGTON SIGN NOTES (j STOP SIGN (R1-1) WITH STREET NAME SIGN O2 STREET NAME SIGN O NO OUTLET SIGN (W14-2) NTH STREET NAME SIGN O NO PARKING THIS SIDE SIGN (MODIFIED R7-202) NOTES: 1. STREET NAME SIGNS SHALL BE PER Cltt OF AUBURN STANDARD DETAILS TRSP-1 AND TRSP-3. 2. ALL SIGNS SHALL BE LOCATED 3' BEHIND BACK OF WALK WHERE NO PLANTER STRIP IS PROVIDED OR 3' BEHIND CURB WHERE PLANTER STRIP IS PROVIDED OR AS APPROVED BY THE CITY OF AUBURN. O1\60V _ , 19 I 11,793 SF is 42 6,495 SF, 17 �66 , 6,366 S.F. 16 11 6,735 SF I <46 7,784 S.F.21 q8,393 S.FII i43 _48 5,500 S.F.2 10`7,298 S.F. - \ /' 5,730 SF. ', ' ' �O eA Gil43 443 2210,642 SF , 11 , 15 y ', 8,104 5.E� l T 1 23 4 ;; \ 1 4 2 7,200 S.F. y, 2 11� 4 \�, 2, / � \ 3S \ \ 3 \ 12 \ NOTE: WERE TYPICAL LOCATION OF NEIGHBORHOOD DELIVERY AND COLLECTION BOX UNIT (N.D.C.S.U.) FALLS WITHIN SIDEWALK, ADDITIONAL CONCRETE SHALL BE CONSTRUCTED AROUND N.D.C.B.U. PER CITY OF AUBURN STANDARD DETAIL STMB-2. SEE PLAN FOR LOCATIONS. CONTRACTOR SHALL REFERENCE CITY OF AUBURN STANDARD DETAILS STMB-2 AND STMB-2A FOR EXACT LOCATION AND CONSTRUCTION STANDARDS OF N.D.C.B.U. * NOTE NEIGHBORHOOD DELIVERY AND COLLECTION BOX UNITS (N.D.C.B.U.) SHALL BE CUTLER MANUFACTURING CORP. OR AMERICAN POSTAL SUPPLY (OR APPROVED EQUAL) AS OUTLINED BELOW: CUTLER MFG, AMERICAN POSTAL SUPPLY CB-8 (TYPE 1) APS3208 (TYPE 1) CB-12 (TYPE 2) APS3212 (TYPE 2) CB-16 (TYPE 3) APS3216 (TYPE 3) MALBOX PLAN hb%LBDX 0 TYM • LOT NL#ABM TOTAL Q1,z3,4,5,6, 1 ONE TYPE 1 7. $ 9, 10, 11, 12 12 Q ONE TYPE 1 13, 14, 1, 8 17, 18, 1920, TO 3 Q ONE TYPE 2 21, 22,24 24. 25 9 26, 27, 28, 29 Q4 ONE TYPE 2 3Q 31• 32. 33. 34. A f2 36, 37. 31k 39, 40, 41 0 ONE TYPE 3 42, 43, 44. 47, 48, 49, 50, 13 51, 52, U 54, A 56 6 0 ONE TYPE 2 44, 45, 57, 5Q 59, BO 12 81, 62, 63, 91, 104, 105 Q7 ONE TYPE 2 9• 93, 94, 95, 96, 97, f2 X 99, 100, 101, 1 D2, 103 Q64, 8 ONE TYPE 3 65, 66, 67, 66, 69, 70, 71, 15 72, 85, 86, 87, 8$ 89, 90 Q9 ONE TYPE 2 73, 74, 75, 76, 77, 78, 12 79, 80, 81, 82, 83, 84 I 5,581 SF. 4 61366 S.F. 24 4 \ /1\_�� 9`762 S.F.�\ `\ 5 ' `� (` \\6,601 S.F. ' I 8,803 S.F. , \ 9,3I7 S.F.25 37 -- /' '� \ 9,782 S.F. I 6,710 SF - / / `\ \ I ---� - 49 PARK 33 8,577 S.F. 7 \, 1' \ 7� s \ 26 ` \ 7�.F. \,1` \ ;PARK 1, 6.053 SF. 1 5,974 S.F 27 6,\.E ; '.-/ 36 \�// / i / I 16 \ 1 V 11�' \ z71s s.e -_� ` 1o\s.F _ / 1 / 31 \ \, 32 _ -� \ 99 97 / s,o7o sF. \ / 1/ / s,00 s.F \ /\ I / / / 6,690 S.F. / I \ 1 / �, / \ 39 40 / 30 \ 9 • \ \ 6,782 S.F. f 7.197 S.F. ,/ ; I I I 27 \ I I I 100 I I 17 , 1 33 I I '� \ 07 ` / 6.13z S.F. - • 96 6� 1 \ 1\ 6,554 S.F /� \ 7�7 s.F j-��; / �._----- I - S,QOJ s.F -_`. ' 14 ' \\ //\\ 41 I 26 .� 96 10 9,512 S.F. ss6o SF. I � I95 \\ 34 / + \ \ - t------ 4 I 5,576 S.F. - \ 1 7,295 S.F. / ; \ 7,202 S.F. \ `` / I -- I r \ 36 \\ \ 6 � / -� 102 I ------ 25 �1� 13 ' SOL 1 / 9L \ - I I I 9y-- 11 CONTRACTOR 15 REQUIRED TO HAYS THE CITY 35 1 6,119 S.F. ` /�`-- \,�' 6,16D Se I ssoo sF_ i 5,500 SF. / OF AUBURN STANDARD NOTES AND STANDARD \ f \ �----- II - DETAILS AND SPECIFICATIONS AVAILABLE ON JOB T , 5,631 S.F \\` 2 I -- I '` r -- 20 �`\ 6,131 S.F. / SITE WHENEVER CONSTRUCTION IS IN PROGRESS. _ I 93 / 9.236 S.F. 1� I i , 5,500 S.F. 24 22 21 12 5,500 SE _ pI>• 4 I / , 23 \ +` �\ 6,175 SF CITY 1 47 \ ' 44 / I ' / 80 B 5,895 S.F. ' \ \ I 92 + OJ / / I 50 \ /' \ \ 7,4f3 S.F. / 5,500 S.F. I I 5,500 S.F. `I 6,256 S.F. 6,5J6 S.F. / DATE: I'Q1US.F. \ 7,536 S.F. `` 4® `+ 5 \ \ / _ I I I I 1 1 I I ' \ 84 \` /' \ 9_ / 7,537 S.F. TITLE/POSITION: 8.707 S.F. \ (T- _ _ -� 1 1 I I 1 I 1 C '' 46 / \ / 6660 SF. I i I eG 6,257 ST, I \ ` Q470 SE 7063 Sr ---.. I r/� p� pppp A7 85 `- ' I I W I W I v I 1 5 4 1 1 I I i 5.471 S.F. � 5,300 S.F. i 5,571 S.F. � 6,023 SF. 5,924 S.F. � � --- / zF 78 6.521 S.F Y,z 73 57 -- -----7---T-- --- ---- -- -1, -- - _.-�- 6,761 S.F.77 8,092 S.F. / 4 6 - * v---}--- - _--- ---- _-_ a----�- --� 11 �� _ �' �\ 8,137 S.F. I I y s2 s3 1 1 1 1 1 1 \ �r 74 Cp . I 1 I I I I g 1 4 •\ 6098 SF I �JV � I I I I ' I + 7470 SF 1 RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS BY: DAIS: TITLE/POSfTJON. CONFIRMED BY Gtt DATE: f o a W W m m U U W W a a N- - \ n 11w W ZII.(I J U DATE BEAD 2 ' "6 " 6,981 S.F. 1 .. I 5,720 S.F. I 5.608 SF I 6,481 S.F. / 7,4D SF I 60 I 72 76 , FAC 98-0023 D ,3RQ rdLfM Q{ 63 p M •%•1 PRo,�cr REF: � �•• 6,026 S.F. 1 5,335 SF I V I I 62 I W I I I I 67 I 6v I {J� I 70 i 5,877 SE \ 6,928 SE \ I 75 ` 8.169 Sr. `\ q£'qC® ►fW. I I 1 I I I 5,500 S.F 1 5,500 SF 1 5,500 S.F. 1 5,502 S.F. I 5,526 SF. I 5,537 S.E I 5,508 SF I 5,452 S.F. I 5,419 S.F. 5,461 S.F 6,275 S.F. , B 9DN SE I I I i I I I I ` THESE PLANS ARE APPROVED FOR CONFORMANCE WITH SEC -T _ \ / I I I I I I I I \ / ` qF No c\-so\2so64 GTY OF AUBURN S ENGINEERING DIVISION REQUIREMENTS. DATE SION � 9GAL.E r' � Approved By. I JJ, w+� 5- ��p SHEET LSOF-39 Date Approved: Z�/d00 R_E NO 26064 LAKELAND SO. p;.D /66 # DIVISION 3, PH. 3,4, and 5 at LAKELAND COMPOSITE UTILITY PLAN A PORTION OF SE 114 OF THE NE 114 SECTION 6, AND THE S.W.114 OF THE N.W.114 SECTION 5 TOWNSHIP 20 NORTH, RANGE 5 EAST, WJM. CITY OF AUBURN, PEFiCE COUNTY, WASP N GTON GRAPHIC SCALE 60 0 30 60 12o ( IN FEET ) I inch = BO ft. cl p WABfOF1p o a� \°�°, s-� 6 19 ZQ 42 1-7 Vpft' 1 ` \ 3 \ e \CW 42.. 44 40 \ ' / , 15 �` \ \ , \ \ �\ 39 \ 41 47 � 30 23 \ / 4 14 `i'--\ 2 \ \ \ a■Iw'■o-'�s `\ !' 43 1 \ 1 12 I 13 \� CaIJlA . / `\ -� /]O \\ \\ �I 45 /. \ q c co ww� Cow 24 \ / 8 37 \ 5 \ \ �1 \ \'' 6 7 PARK \_ �..37 �� 49 ! / / �" 33 \ 6 \ \ / - /cai s~ CB# JD asw 1■o10 \ \ 26 %/ _ 7 \ COO 33 COO 92 ` R / 35 34 32 �- 29 28 - 9s \ o 1 \ � 31 30� � PARK\ 1 1 27 °C Sam < 36 31 16 \ \ 32 s� CBS 30 � � 99 - , , �97 � 28 30 / 15 \ 39 40,11 a■ra OD.-M -- i \ ` 9 1 I ; ; 27 ' 17 , \ �w r 41 � 101 � I; 'I 26 � 18 10 COO\ 1 S■Nw UD-64 \ 1 34 ,' ' `. 37 \. ` -� ----- ' -- I ' ' — it I it -- --- 13 I, 1 Case 1 25 /' 19 136 - --_=� 102 I1 94-- MIL 4CM1 11 cam \ ----- ----- IDN F'H?1 20 ex a■rN ' NOTE: _ 48 yr 43 can cmu coo / -103-- -- -- 24 22 21 , 12 23 82 ; tx go" 190 1 50 1 '44 / 104 I I 92 , 83 49 CO 17 79 COO 3 I ` 1 \/ �a■Iw nno•aa -----� I I 1 1 pc I pC \ \ CB�2 CM7l1�M 164rHPL ae 46 / ®M>f10•YS 1 Cep i ' �w I 90 I 99 I 88 I 9 I 86 I 85 ;8■f■}■!-0t`� �� \ CO 20 � � \ I I p 78 1 , - . e■Iw cow - _ �73� - % CYl\� I I, BI � �- � ' 57 i \f � - _ - � %% e�1 �T 6�B CBI - -- f — am"0 / \ /' \ 152 I 53 I 54 I 55 I 56 ' i 58 , 1 I s®rx,>IONo-•bo i Cai 8 847H;sr. 8E ,' , Coo I I I sw■ien-w \ 74 I 1 ` 1 dV \ 59 1 601 61 162 1 63 j 64 1 65 j 66 j 67 j 68 j 69 j 70 171 72 '� 75 1 7s 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. THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRUC77ON RECORDS RY DATE: TITLE/POSITION: — CONFIRMED BY CITY DATE: PROJECT REF: FAC 1 98-OQ23 +�~ THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS. Approved BY5�� Date Approved: v S��/A�e o M y3 3 WS K WSW C s a Z J W U DATE SEALED Y'(6-00 i ' DEMM WE MAWN SAD and LFx SEC AS T 22N R 3E FILE NO I: LAKE AND—S0\ZM DATE 1?/1O SCALE L W SHEET 39 OF39 FILE NO 26W LAKELAND S0. 01 D /L6 It fANDARO IOX BINET OG 00 LEGEND 25' TAPER16 ALM :POLE. 30' MH 5'9" RA&IUS ARM. FOOTING PER STANDARD DETj(}LTRSL-2 AND -3. 100 IIA"IL p.S..240 VOLT.M-C-111 DISTRI `FLAT LENS POWER DOOR TYPE. GE CAT *0i0ACl6S3MIGMC32. LAMP -ANSI S-54 CABLE INSIDE LIGHT STANDARD AND ARM SHALL BE TWO CONDUCTOR STRANDED COPPER =10 AWG. PER STANDARD DETAIL TRSL-4 W.S.D.O.T. TYPE i PER STANDARD DETAIL TRSL-3 2" SCH 40 PVC (GALVANIZED STEEL UNDER ROADS). TWO CONDUCTOR U.S.E. a8 AWG STRANDED COPPER WITH GROUND. CABINET.CONDUIT AND FEEDER PER STANDARD DETAIL TRSL-3. Record Drawing Certification Tnass rowtn es coMNorm to tees Controctr's Construction records. Sys Date: Title/Position: Confirmed by City Dots: PROJECT REFt Tnsss plans pre dorowd for doMtarvemW With nr City of V+arn's Engineer Ing Dtrtston MgMire+M.*s 1 1101,7. ��­ ski REFER TO CITY OF AUBURN. WASHINGTON DETAILS FOR STANDARD DETAILS TRSL-1.2.3.4.5 ILLUMINATION SYSTEM SERVICE LUMINAIRE ELECTRICAL TRENCH UNIFORM LUMINAIRE WIRING STREET LIGHT SPACING AND DESIGN LUMINAIRE POLE LAKELAND HILLS DIVISION 3 PLAT STREET LIGHTING SCALE RA $ 1" 30' PUGET SOUND ENERGY PO BOX 90868. GEN-02E PG1 BELLEVUE, INA 98009-0868 o)-D I+66Y LEGEND 5'9" RADIUS ARM. FOOTING PER STANDARD DETAIL TRSL-2 AND -3. PE A STANDARD DOOR TYPE. GE CAT UM2ACTOS3M1GMC32 LAMP -ANSI 5-54 MINAIRE 4 100 WATTS H.P.S..240 VOLT.M-C-111 DISTRIBUTION.FLAT LENS POWER 4DUCTOR CABLE INSIDE LIGHT STANDARD AND ARM SHALL BE TWO CONDUCTOR STRANDED COPPER 010 AVG. PER STANDARD DETAIL TRSL-4 CTION Box ® W.S.D.O.T. TYPE 1 PER STANDARD DETAIL TRSL-3 3ER 2' SCH 40 PVC (GALVANIZED STEEL UNDER ROADS). TWO CONDUCTOR U.S.E. 08 AVG STRANDED COPPER WITH GROUMBSjII"a'e NICE CABINET CAB )Rt, EEDER Im PER STSL-3. Record Drawing CertT+laa"oh Tires drawings Conform to file Coftwee70P's Construction rsCardi. By: Dote: Title/Positions cm4trmw by City Dates PROJECT REF: F.oc 99-0a s D sto/W00 These, glans dre =WOW" for Calforeenlsa with the City of Ap/n's Engineering Division Rswfr~ts Approved By: Date Approved: REFER TO CITY OF AUBURN. WASHINGTON DETAILS FOR STANDARD DETAILS TRSL-1.2.3.4.5 ILLUMINATION SYSTEM SERVICE LUMINAIRE ELECTRICAL TRENCH UNIFORM LUMINAIRE WIRING STREET LIGHT SPACING AND DESIGN LUMINAIRE POLE LAKELAND HILLS DIVISION 3 PLAT STREET LIGHTING SCALE T" 30' SRA PUGET SOUND ENERGY PO BOX 90868, GEN-02E PG2 BELLEVUE, WA 98009-0868 02D 166y