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HomeMy WebLinkAbout05D1853z a H J O U) co Ln c*� u a TI- cu 01 3 70 F- En co I _I d Cz 0 Q m Ln Ln Cu 0 z Q J LiJ Y Q LEGAL DESCRIPTION PARCEL 052006-1006 (PARCEL A) THAT PORTION OF THE NORTHEAST QUARTER OF SECTION 6, TOWNSHIP 20 NORTH, RANGE 5 EAST, W.M., BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS. COMMENCING AT THE NORTHEAST CORNER THEREOF; THENCE NORTH 8834'43" WEST ALONG THE NORTH LINE THEREOF 375.00 FEET TO THE POINT OF BEGINNING; THENCE SOUTH 12'02'56" EAST 46.22 FEET TO THE BEGINNING OF 425.00 FOOT RADIUS CURVE CONCAVE SOUTHWESTERLY; THENCE ALONG THE ARC OF SAID CURVE PASSING THROUGH A CENTRAL ANGLE OF 02'4041" A DISTANCE OF 19.86 FEET TO THE BEGINNING OF A 25.00 FOOT RADIUS CURVE CONCAVE NORTHWESTERLY; THENCE ALONG THE ARC OF SAID CURVE PASSING THROUGH A CENTRAL ANGLE OF 94 48`57" A DISTANCE OF 41.37 FEET, THENCE SOUTH 0954'40" EAST 50.00 FEET TO THE BEGINNING OF A 275.00 FOOT RADIUS CURVE CONCAVE NORTHWESTERLY; THENCE ALONG THE ARC OF SAID CURVE PASSING THROUGH A CENTRAL ANGLE OF 0347`f2" A DISTANCE OF 1&17 FEET TO THE BEGINNING OF A 25.00 FOOT RADIUS CURVE C%!CAVE SOUTHWESTERLY, THENCE ALONG WE- ARC OF SAID CURVE PASSING THROUGH A CENTRAL ANGLE OF 76'02'43" A DISTANCE OF 33.18 FEET TO THE BEGINNING OF A 425.00 FOOT RADIUS CURVE CONCAVE NORTHEASTERLY, THENCE ALONG THE ARC OF SAID CURVE PASSING THROUGH A CENTRAL ANGLE OF 0714'12" A DISTANCE OF 53.68 FEET; THENCE SOUTH 5511 WEST 100.22 FEET, THENCE SOUTH 34 05'13" EAST 55.00 FEET, THENCE SOUTH 273552" EAST 51.47 FEET, THENCE SOUTH 21-24'07" EAST 48.88 FEET; THENCE SOUTH 1530'24" EAST 48.87 FEET, THENCE SOUTH 0958'16" EAST 49.10 FEET; THENCE SOUTH 0408'31" EAST 48.71 FEET, THENCE SOUTH 01'2959" WEST 228.00 FEET, THENCE SOUTH 8830'01" EAST 75.00 FEET; THENCE SOUTH 01III WEST 50.00 FEET; THENCE NORTH 88'30'01" WEST 75.00 FEET; THENCE SOUTH 01 *2959" WEST 100.00 FEET; THENCE NORTH 8830'01" WEST 240.00 FEET THENCE SOUTH 4911'l7" WEST 139.87 FEET; THENCE SOUTH 5816'18" WEST 142.00 FEET; THENCE SOUTH 675549" WEST 19&36 FEET, THENCE SOUTH 7513'36" WEST 280.27 FEET, THENCE NORTH 14'4624" WEST 437.57 FEET TO THE BEGINNING OF A 912.00 FOOT RADIUS CURVE CONCAVE SOUTHWESTERLY; THENCE ALONG THE ARC OF SAID CURVE PASSING THROUGH A CENTRAL ANGLE OF 14'45'40" A DISTANCE OF 234.96 FEET TO THE BEGINNING OF 35.00 FOOT RADIUS CURVE CONCAVE SOUTHEASTERLY, THENCE ALONG THE ARC OF SAID CURVE PASSING THROUGH A CENTRAL ANGLE OF 8432'04" A DISTANCE OF 51.64 FEET, THENCE NORTH 5500'00" EAST 208.95 FEET THENCE NORTH 5305'27" EAST 149.66 FEET; THENCE NORTH 5500'00" EAST 166.23 FEET TO THE BEGINNING OF A 430.00 FOOT RADIUS CURVE CONCAVE NORTHWESTERLY; THENCE ALONG THE ARC OF SAID CURVE PASSING THROUGH A CENTRAL ANGLE OF 37'44'40" A DISTANCE OF 283.27 FEET TO THE BEGINNING OF A 1,030.00 FOOT RADIUS CURVE CONCAVE NORTHWESTERLY; THENCE ALONG THE ARC OF SAID CURVE PASSING THROUGH A CENTRAL ANGLE OF 00 56'40" A DISTANCE OF 16.98 FEET TO THE SAID NORTH LINE OF SAID SECTION 6, TOWNSHIP 20 NORTH, RANGE 5 EAST, W.M.; THENCE SOUTH 883443" EAST ALONG THE NORTH LINE THEREOF A DISTANCE OF 433.02 FEET TO THE POINT OF BEGINNING, LEGEND ` .. . PROPOSED SIDEWALK +. PROPOSED ASPHALTIC PAVEMENT _ PROPOSED CENTERLINE _ - - - - - - - _ PROPOSED EASEMENT PROPOSED FLOWLINE ____________________ PROPOSED ROOF DRAIN - 6" PVC 0 1% MIN. -------------------- PROPOSED ROOF DRAIN - 8" PVC 0 1% MIN. Qo EXISTING STORM DRAIN TYPE 2 CATCH BASIN ❑ EXISTING CATCH BASIN Q EXISTING SANITARY SEWER MANHOLE ■ PROPOSED CATCH BASIN ® PROPOSED STORM DRAIN TYPE 2 CATCH BASIN PROPOSED SANITARY SEWER MANHOLE o PROPOSED ROOF DRAIN CLEAN OUT PROPOSED TEE PROPOSED HORIZONTAL BEND PROPOSED AIR RELEASE VALVE PROPOSED FIRE HYDRANT H PROPOSED GATE VALVE ■ PROPOSED WATER METER ► PROPOSED REDUCER �q PROPOSED MONUMENT 3 GRADING QUANTITIES o% i V- 00 CUT - 75,194f CY IQ N FILL - 73,261t CY NET - 1933t CY CUT m NOTE: THE ABOVE QUANTITIES ARE ESTIMATES ONLY. THEY ARE INTENDED FOR THE PERMITTING PROCESS. N DO NOT USE FOR BID PURPOSES. J _x of 30 GRAPHIC SCALE 100 0 50 100 200 ( IN FEET ) 1 inch = 100 ft. LAKELAND - DIV. 1, PHASE 2 and 3 COVER SHEET NORTHEAST 1/4 OF THE' NORTHEAST 114 OF SECTM 6, TOWNSHIP 20 NORTH, FtA YW 5 EAST; W.M., PIERCE COUNTY, WASfMTON CONSTRUCTION SEQUENCE 1. CALL ONE -CALL LOCATE FOR THE LOCATION OF EXISTING UTILITIES IN AREAS CRITICAL TO DESIGN (1-800-424-5555). 2. HOLD PRECONSTRUCTION CONFERENCE, CALL CITY OF AUBURN. 3. INSTALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES AS IDENTIFIED ON SHEET 2 AND BY THE T.LE&E CONSTRUCTION SEQUENCE ON SHEET 2. 4. CALL CITY OF AUBURN FOR IESC INSPECTION. 5. CONTRACTOR AND DEVELOPER WILL BE RESPONSIBLE FOR ADDITIONAL EROSION CONTROL MEASURES AS NECESSARY. 6. INSTALL SEWER SYSTEM. 7. INSTALL STORM SYSTEM. & INSTALL ALL OTHER UTILITIES. 9. CLEAN CATCH BASINS BY REMOVING SEDIMENT AND DEBRIS. 10. HYDROSEED ALL DAYLIGHT SLOPES AND OTHER AREAS TO REMAIN UNWORKED. 11. PAVE SITE. 12. VERIFY STABILIZATION OF SITE. 13. CALL CITY OF AUBURN FOR SITE INSPECTION. I DIVI IONI 1 NOT A PART OF Th = 76b2'43" 03 47'12" R = 25.00' R=275.00' L=33.18' L=�f8.17' r N68 t'?6"E 0 = 02'40'41" 6. R = 425.00' L = 19.86' A = 94 48'57" R = 25.00' L = 41.37' %T ck I 1 26 � I t 1 ,00001 00 R = 1030 01' L = 16.98, >� IA = 37.44•40- R = 430 00' IL = 283.27' J A 0% �I R 425 00' - L2 S01 5"W ' 9 228. ' I = t at` , 1.4 _ 1 s; 49 -44 i I-- - I 13 / / I ,I .46 8149' 1" 0 = 8141 R=220. R=28000, L - 31 = 398 24 - .� j 0 _ L1 �1 NAD27 (CITY OF AUBURN) USGS (PIERCE COUNTY) BENCHMARK BRASS MON. 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) STD. DISK STAMPED "100 1913" ELEVATION = 100.42 (CITY OF AUBURN) ELEVATION = 100.049 (PIERCE COUNTY) T.B.M. CENTER OF SANITARY SEWER MANHOLE LID 5' NORTH AND 6' WEST INTERSECTION OF EVERGREEN WAY S.E. AND 58TH PL. S.E. ELEVATION 572.50 (AUBURN) NOTE: CONTRACTOR IS REQUIRED TO HAVE THE CITY OF AUBURN STANDARD NOTES AND STANDARD DETAILS AND SPECIFICATIONS AVAILABLE ON JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. AS -CONSTRUCTED BY APEX ENGINEERING PLLC AUBURN w` w I ¢I OLI VE WAY S.E. PROJECT Lu VE A � r�l SE =O p HILLS WAY uj n KENNEDY J� �s Q 0.,r AKELA rL Qom, � v -QI AVE SE NPRgPOSED) XC pph®o p I k00P Rp• t eLtiP�� 5� w CRABTREE DR. S.E. WY SE AUBURN JAVWE -' i E VAL0 ALWNA PACIFIC VICINITY MAP SCALE 1" = 1/4 MILE ,r ,�� UK/ �., R = 280.00 L 25915 �� = 53� ' DIVISION 1 - PHASE 4 � . AQ ' InAcT- \ WATERFORD PLACE SITE - NOT A PART OF THIS PLAN SET OVER CUVRE A: 2117'2725 Ir L = 70111 2 \ \ 101, / OVERALL. VRE 44*31 R = 170 00 / = 132.11' r A = 1172 R = 170.00' r z33.77 . ar 1 � \ \ �`28 \ W \ O , \ y, C f 44 1 14 42 A_.---- J \ = 6946'24 24 , R = 195.00 L = 237.47' w $� ,._. W� __ -' ONE -CALL NOTE - `MOT #1 -800-424-5&W Ml BURIED UTILITIES ARE SHOWN AS INDICATED ON RECORD _ MAPS FURNISHED BY OTHERS AND VERIFIED WHERE 04 A = 14.45 40 POSSIBLE BY FEATURES LOCATED IN THE FIELD. APEX L = 5t.64' R = 912.00' ENGINEERING, ASSUMES NO LIABILITY FOR THE ACCURACY L = 234.96' OF THOSE RECORDS, OR FOR THE FINAL LOCATION OF EXISTING UTILITIES IN AREAS CRITICAL TO THE DESIGN. .24 Aw 12 43'52' `I - \ 12 34 -R = 170.00' \ -s }l w LINE TABLE LINE LENGTH BEARING L1 50,00 S0129'59"W L2 48.71 SO408'31 "E L3 49.10 S0958'16"E L4 48.87 1530'24"E L5 48.88 S21'24'07"E L6 51.47 S27'35'52"E L7 55.00 S34'05'13"E L8 5A00 S09'54'40"E L91 46.22 S12'02'56"E /0-1d.a d EXPIRES- 11-07- SHEE7 INDEX ui (6 w w w w ak cc cl� 0 00 0 0 ti w 8 o ckz �J W w c3 c� U o o 0 SHEET 1 COVER SHEET DATE SEALED /0 SHEET 2 GRADING & 7 E S C PLAN SHEET 3 ROAD & STORM DRAINAGE PLAN (ROAD 1) SHEET 4 ROAD & STORM DRAINAGE PLAN (ROAD 1) SHEET 5 ROAD & STORM DRAINAGE PLAN (ROAD 2) SHEET 6 ROAD & STORM DRAINAGE PLAN (ROAD 2) SHEET 7 ROAD & STORM DRAINAGE PLAN (ROAD 2A) SHEET 8 ROAD & STORM DRAINAGE PLAN (ROAD 2A) SHEET 9 ROAD & STORM DRAINAGE PLAN (ROAD 26) SHEET 10 ROAD & STORM DRAINAGE PLAN (ROAD 2B) SHEET 11 ROAD & STORM DRAINAGE PLAN (ROAD 3) SHEET 12 ROAD & STORM DRAINAGE PLAN (ROAD 4) SHEET 13 ROAD & STORM DRAINAGE PLAN (ROAD 5) SHEET 14 ROAD & STORM NOTES AND DETAILS SHEET 15 GRADING / T.E.S.C. NOTES AND DETAILS SHEET 16 GRADING / T.E S.C. NOTES AND DETAILS SHEET 17 COMPOSITE UTILITY PLAN SHEET 18 SANITARY SEWER AND WATER PLAN (ROAD 1) SHEET 19 SANITARY SEWER AND WATER PLAN (ROAD 1) SHEET 20 SANITARY SEWER AND WATER PLAN (ROAD 2) SHEET 21 SANITARY SEWER AND WATER PLAN (ROAD 2) SHEET 22 SANITARY SEWER AND WATER PLAN (ROAD 2A) SHEET 23 SANITARY SEWER AND WATER PLAN (ROAD 2A) SHEET 24 SANITARY SEWER AND WATER PLAN (ROAD 2B) SHEET 25 SANITARY SEWER AND WATER PLAN (ROAD 2B) SHEET 26 SANITARY SEWER AND WATER PLAN (ROAD 3) SHEET 27 SANITARY SEWER AND WATER PLAN (ROAD 4) SHEET 28 SANITARY SEWER AND WATER PLAN (ROAD 5) SHEET 29 SANITARY SEWER AND WATER NOTES AND DETAILS SHEET 30 MAILBOX PLAN SHEET E1 .STREET LIGHTING PLAN 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 CITY '.EN NEER DATE RECORD DRAWING CERTIFICATION PROJECT REF: FAC 0007 - 98 �c/�so9Yy 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: TITLE/POSITION: Approved ,ByS CONFIRMED BY CITY DATE: Date Approved: JDlIS��J3 EXPIRES, 1-31- (' 06 t0 a- uj N ui �Lj uj i)o �c�W u_j Z w w Q IL J J OTId 000) ar-10 • ` �ii a-- "M >C °' I'.ill E o (0 � u o '0 6,0) N E U SHEET 1 OF34 FLE NO 25584 LAKELAND HILLS IN N H Z �ac H M En CD N 0 4a X CV G7 / a J J GRAPHIC SCALE 0 30 60 ( IN FEET ) 1 inch = 60 ft. EX. If STUB INSTALL TEMPORARY ENSTING STUB RIM 560± DISCHARGE . 7i E DETAIL « - 7 15 4\� `\SEE CR0% \ SEC SHT. 1�\�L`r4, TOP OF NT 5AGE', ELEVA = 5 tit 2' SLOPS' FROM R.O.W L IK EROSNON Comm SHEET 15 !! f � if r1: • 1 1 s SEDIMENT POND DISCHARGE RISER SEE DETAIL SHEET 15 IF 1 / •' i 7' 1 L.AKELAND� D11(. 1, PHASE 2 and 3 PUa.1C 130AD A . STORW GRADiNG PLAN RANGE 5 PUKE q:?!� WA&*WTrCW \j # rr r i�# t t t # 4. I I r----•�- IDS !, tif`I 4 573---574.00 - N MI i^/ I • • 1,• EXISTING GRAD CONTOUR TEMPORARY SWALE SPOT ELEVA7M RIP RAP (6"- 8" QUARRY SPAL.LS) ! CATCH BASIN INLET PROTECTION r Irrl f r � t IP TYP NOSE: TEMPORARY CULVERTS BALL BE ADS—N12, CONCRETE, OR OTHER MATERIAL APPROVED BY ENGINEER. NOTE: ALL DAYLIgi7 COPES ARE GRADED A 2:1. DAYLIGHT SLOPES SHALL BE HYDROSEEDED AND/OR MULCHED AS PART OF THE T.E.S.C. PLAN. SEE NOTE 5 ON SHEET 15. D2_Q-co t i W 18370 IST t ! I �ltet 11311 D Z \ AS —CONSTRUCTED BY A19X ENGINEERING PLLC 4 � FwsAy�'F� Q 4 5IST 8 NAL����� EXPIRES, 11-07- 1. INSTALL CONSTRUCTION ENTRANCES AND PERIMETER FILTER FENCE. Z PROVIDE INTERIM CATCH BASIN PROTECTION FOR ALL EXISTING DRAINAGE STRUCTURES ONSITE AND ADJACENT 1 # # ! r TO SITE. 3. CLEAR AND GRUB SEDNANT POW AREA. r i 4. CONSTRUCT SEDNANT POND AND ASSOCIATED FACIL.ITES. 5. CLEAR AND GRUB SITE AREA. 6. INSTALL NN7OWTOR SWALES AND IDPORARY CULVERTS. AND D RECT DRAINAGE TO SEDIMENT POO. t # 7. GRADE SITE PER APPROVED GRAD PLAN. PROVE CATCH BASIN INLET PR0TEC7)O N ONCE STORM SYSTEM l # # IS CONSTRUCTED. 9. GRAD (FILL) SED#fiN T POND AND SWALE AREAS. 10. AFTER CONSTRUCTION IS COMPLETE AND SNTE STABILIZED, ! Y t REMOVE REMAINING EROSION CONTROL ! - - _ + 1 gf 0 9 r RECORD DRA4MNG CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS BY: DATE: II TLE/POST TION: CONFIRMED BY CITY DATE. PROJECT REF: FAC 0007 — 98 144elfY!r THESE PLANS ARE APPROVED FOR CONFOOMANCE WITH THE CITY OF AUB URN'S ENGINEERING DIVISION REQUIREMENTS. Approved By. Date Approved: 10 118 it 0 0 W w ae R 4.5 Q c, 0 Z3 c" Zvi 4 DATE 8EALr=D EXPIRES- 1-31- =W o t, 0) 3c mho .� 0 ... � ov F C14 U � M n v PF 11 Sol 2 of 3o D z a H J CD cn CC rn rn m 0 V' Lj 0 Cn 3 I m un m J / 0 / 4 m L0 / 0 z 4 _I W Y Q J / GRAPHIC SCALE 0 10 20 ( IN FEET ) 1 inch = 20 ft. ROAD 2 SEE SHT 5 FOR CONTINUATION 13 5 i 1 12 ROAD 2 SEE SHT 5 FOR CONTINUATION 10+00 11 +00 2 an PUBLIC ROAD AND STORM - ROAD 1 NMTFFAST 1/4 OF THE NORTI4FA3T 1/4 OF SECTION 6, iONMWIP 20 NOR71-4 RA" 5 EAST, W.M., PEACE COUNTY, WA3HWQTON 12+00 13+00 CURVE RADIUS TABLE CURB NO. STATION ELEV. CURVE DATA STA: 10+03.36 - 36.78' R 574.67 FLOWLINE STA: 23+59.13 - 14.00 L R.P. 10+36.16 - 49, R O A/4 574.32 R.P. 23+59.13 - 49' L 0/2 573.97 A = 69'34'04" 3 0/4 573.62 R = 35.00' STA: 10+36.16 - 14' R L = 42.50' STA: 23+30.25 N 38.47' L 573.27 STA: 10+06.60 N 43.71' R 575.32 BACK OF SIDEWALK STA: 23+64,15 19.50' L R.P. ] 0+34.05 N , 54.5 R A/4 574.98 R.P. 23+64.15 - 49.00' 0/2 574.65 A = 68'32'32" 30 /4 574.32 R = 29.50' STA: 10+34.05 - 25' R 573 99 L = 35.29' STA: 23+40.05 - 39.39' L STA: 10+21.47 N 50. 79' L 573.82 FLOWLINE O STA: 22+73.64 N 14.00 L R.P.: 10+56.42 - 49 L 0/4 573.56 R.P.: 22+73.64 - 49.0' 0/2 573.30 A = 92'56'11 " 3 0/4 573.04 R = 35.00' STA: 10+56.42 N 14' L 572.79 L = 56.77' STA: 23+03.12 N 52.63' L NOTE: TRACT "C" IS TO BE CONSTRUCTED WITH AN ASPHALT CONCRETE PEDESTRIAN WALKWAY CONNECTING 58TH ST. S.E. TO EVERGREEN WAY S.E. SEE TYPICAL SECTION ON SHEET 14. hEY � AS -CONSTRUCTED BY APEX ENGINEERING PLLC 10 -/�_lf EXPIRES- 11-07 NOTE: OFFSETS TO CATCH BASINS AND MANHOLES ARE TO CENTER OF STRUCTURE UNLESS OTHERWISE NOTED. CATCH BASINS ARE TO HAVE WSDOT STANDARD PLAN B-2a METAL FRAME AND GRATE UNLESS OTHERWISE NOTED. 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 CALLED OUT AS S.D. SHALL BE ONE OF THE FOLLOWING MATEI PVC, SDR 35 CONCRETE, ASTM C-14 (12"0) ASTM C-76 (>12"0) IPEX, ULTRA - RIB RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS BY. DATE: TITLE/POSITION: CONFIRMED BY CITY DATE: PROJECT REF: FAC 0007 - 98 1-%s/9r 4>e THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS. Approved By. s J;e Date Approved: v W� W a: z J s M o w C) (01 a o a m coI 0. 0 0 w w W LA.] cj� c ct ck� -> -� 00 N LLJ O V N ti � � Q � o v 0 o W z C o V s DATE SEALED I p _ EXPIRES- 1-31- 4) c) C Cd uj z 0 o Q a,lU�jN �cn to OZ�� j ,•� g a D�Q Y� Ct) N J I i j i oCj W Qate.CM uj i J W w J J U o-nd O m o) Coo N Oi co 'N�t7 M 0O N 41 .� C LJ.J Q o t vu- o � cim c`v O U � �It M N SHEET 3 OF30 IE No 25584 LAKELAND HJLLS PF 11 'Tol 3 0q� .3U z H J CD m 01 Ql LO M r< c, U O 41 o, t m Q I 2 O v m LO LC7 cll Z Q J LLj 4 J GRAPHIC SCALE 20 0 10 20 40 { IN FEET ) 1 inch = 20 ft. 31�i3ol���1 LAKELAND- DIV. 1, PHASE 2 and PUBLIC ROAD AND STORM - ROAD 1 AST 114 OF THE ST 114 OF SECTION 6, TOMVSW X WM H, RMCE 5 EAST, W.M., PIERCE COUNTY, WASh111 V OTON EX. ROAD REFER TO APPROVED PLANS ON FILE w/ PIERCE COUNTY 28 # i ` I I CURVE DATA 210i 2 /� Ll 23'03 51 � t R -250, 00 A: 15+25' 0 I TA: 151198.79 I L _ i0,� 3 FSET: 33.0b, L 1 SETY 33.06 L 1 , r'"'[`TA. *r . '7A Ao t - E' TABLE CURB NO. STATION ELEV. CURVE DATA STA: 16+40.94 - 20' R 562.71 FACE OF SIDEWALK A/4 562.61 R.P.: 16+40.94 - 9.5' L ® A/2 562.50 A = 26'51'07" 3 0/4 562.39 R = 34.50" STA: 16+53.42 - 17.15' R 562.28 L = 16.17' STA: 16+53.42 - 17.15' R 562.28 FACE OF SIDEWALK A/4 562.18 R.P.: 16+65.15 - 49' R J &12 562.08 d = 2118'14" 3 0/4 561.98 R = 29.50' STA: 16+65.15 - 14.5' R 561.88 L = 10.97' - c%z....- 7 AS -CONSTRUCTED SY APEX ENGINEERING PLLC 175+0DVC HIGH POINT ELEV = 571.54 HIGH POINT STA = 13+46.72 STA - 1 C.-t..T LV R r V1i� 1 • GLL :- V J PVI ELEV �= 572.24 PVI ELEV = 562.98 LOW POINT STA = 16+861.07 A.D. -5.11 AD. = 1.11 PVI STA = 16+86.08 K = 34.22 K = 44.85 PW ELEV = 561.15 PROPOSED FINISH GRADE ® CENTERLINE $ a 50 00' VC EXISTING GRADE ALONG CENTERLINE ------- ---------__ o i ....�,�`.. ...,,' r 57 "------_---- _-- - --- --- - - _ t w w r+, 11 _ r j* t.F' 12*0 SD _3 00 - - 3.001! -3. ; . JOLF: C9 4 TYPE 1 T `� -- --- 50 LF 1+0 �awx T 560 ! "� AD N12 M � I I STA = 15+25.00 - 13.16 RT RIM = .5f Bs&8' 5 GCq- -7 5 26 LF /" ovrr 5103.45 I.E. E 12" OUT = '562:98 12"O SD I L I Q - _...,_ .....,... 4 ........... __.. ..... .......... .. _...,........ .... ..,.. . _......-. .. _ ., j..... . _ 6__._ iV, 5l03 7 -. _-IN _....... .......... E 2 ® Q ----- ---� - I I STAB= 017+3365 - 12.41 CB 5 TYPE 1 _ �. STA= 15+25.00 -, 13.1 L RIM 56k07 - RIM'68 S'Co(o-7,2 CB 3 TYPE 1 EXCB A 1 I.E. (N) 1 OUT - 556.7 { _ - STA= 16+56.41 - 13.16 >^_ TA = 16+ - 3. RT I.E. s 1a" IN = 556.72 LE.5) 12 OUT -63 49 5 �03_ ------ --- --- - ---- - - ------ - RIM __T2-- 5 1-fo q - - - - --- " --- - - ---- ------ 550 - - - -- - -- - - _ RtM . 580 9ti E. �11 18"` IIV - 556.77 _. 1 E N 6 IN 56X89' 77 I.L; w 12" IN -" = o I : ' I.E. E� 12" OUT 558,48 � I.E. S IN 557.80 I " �; o LEM3 12 tN = 557.47 N I ' I LE." SW) 6 IN = 598 ® i.E.N) 12" IN = 557.47 w S.Coo `� ciS a I.E. (E) 18" OUT = 556.97 x LJ r. w s : �' : 7 oar sy .- --_ .. ,..... �e.. a ,.o . �. _. rn r7__ _ .. _ ROAD 1 -'. 559. _ - ' 3 0 ��$tf1 rN I °� 4 N ,d n w RIM 560.62 M N;� I STA 13+50 to STA 16+65;i5+ "� LE. 6 IN = 558.12 + SCALE: 1 " = 20' HORIZ. n W W �, I.E. �N) S12" OUT = 557.62 n W � 1 " = 5' VERT. c� �¢- z a Z5 W n a o, �c� c M N ON n00 n "Dn `^O �O C NN � cow 00 CO LO eh o co rn 0i o Od o q: r N (0 ^ �i .- O I` O) I� (0 (0 u�{p �Q cp co cp t j LO LO to to � � 11i �7 � 2 Ln L� 18+00 14+00 15+00 16+00 /+uu 011 570 550 ��HEW WAS,�ti Q z p 34858 orvaLRE��~� EXPIRES, 11-07-ZW NOTE: OFFSETS TO CATCH BASINS AND, MANHOLES ARE TO CENTER OF STRUCTURE UNLESS OTHERWISE NOTED. CATCH BASINS ARE TO HAVE WSDOT STANDARD PLAN B-2a METAL FRAME AND GRATE UNLESS OTHERWISE NOTED. 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 CALLED OUT AS S.D. SHALL BE ONE OF THE FOLLOWING MATERIALS: PVC, SDR 35 CONCRETE, ASTM C-14 (12"0) ASTM C- 76 (>12" 0) IPEX, ULTRA - RIB RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS BY. DATE: TITLE/POSITION: CONFIRMED BY CITY DATE: PROJECT REF: FAC 0007 - 98 THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS. Approved By. i Date Approved: I��/S%5,9 8 ( J v/ iR W W Q� ck� ct� cj� --s "-s N o 0 o O LZLJ o U U � ti W m m 0 Z y W (!Q a a 4 a DATE SEALED EXPIRES- 1-31- (� D 50 uj zC- 0 Q 4- L.0 Q Cl) � ` Z � CLZ o UWQ �. Q ��� Q04 U CA '" a u_ j Q2o W w Q w IL J J U OTM a�� N 4 Q Ell U) C)C)� Obi _ W� 0 N Cl v N E � 0 0 1 Ln N SHEET 4 0F2Q FLE NO 25W LAKELAND HILLS H PF 11 sol 4 oF- 30 OtTD / 64T3 30' I R/W F.X. ROAD REFER TO APPROVED PLANS ON FILE w/ PIERCE COUNTY LAKELAND - DIVs 1, PHASE 2 and 3 PUBLIC ROAD AND STORM - ROAD 2 NOfl7NE43T 1/4 OF TFE MOiRTM43T 1/4 OF 3ECTlON 6, TOWN3HIp 20 RANG 5 EAST, W.A�, PIEACE COUIVIY, WA3F�YVGTON PARTIAL ciiRv naTa ROAD i SEE SH T 3 FOR CON T1NUA TION INTX. STA 23+25.7�, (ROAD 2) STA 10+00, (ROAD 1� \ ELEV. = 574.76 ' PAR \ a CU DA TA 17 p rr33 08 38 I + .- "l =/170.00' L 98,34' + INTX. STA 21+65.21, ROAD 2 �� STA 40+73.97, ROAD 28 ` 1B I ELEV. = 573.15 PARTIAL 0V� L + � CURVE DATA fR E DA TA 1 / �-- �" � -- p = 1122 58 _ ' ` 031�36 ' ,' STA: 20+64.70 - - 1�O�Q0,- STA: 21+49.91 R , L ' 132,11 / x ' K, OFFSET: 33.00 L _ E = 569.70 / i OFFSET: 33.00 L L - 33.77' \ , IE = 569.50 �' Ii"I V �'� I 00 10, UTILITIES `O EASEMENT f LANDSCAPE ~� SIDEWALK . 10' UVLITI EASEMENT Pam' STA: 20+65.05 y / OFFSET: 33.00 R f 15 IE = 569.52 t I 9 A �4 �� ` 1 =50.60 ` ` � 4 14 590 _ 55 �a \ L = 81'4i 46 R = 280.00' 1. L = 399.24' f STAB 23+81.22 -�' R WEE IE = 5 .42 /�1114 b s STA: 24+1 8` OFFSET: 00 IE = 2.14 ® < ' C 0,�6»p� s--ate____ - ' ' N o `� p 6„ pVC ®2%_ _a \: 7 �� �Cr'=ice^•.• 23+78.29 �- OFFSET: 33.00 R ., V OVERALL IE = 572.68 CURVE DATA L = 147'27'25" \CM R = 280.00' L = 720.61' STA: 24+43.21 OFFSET: 33.00 R \ IE = 573.82 ;10 CURVE RADIUS TABLE CURB NO. STATION ELEV. CURVE DATA STA: 20+21.82 - 49' L 573.02 FLOWLINE 11/4 572.70 R.P.: 20+56.82 N 49' L © 4, t2 572.38 L = 90'00'00" 3 0/4 572.07 R = 35.00' STA: 20+56,82 - 14' L 571.75 L = 54.98' STA: 20+21.82 - 49' R 571.53 FLOWLINE �/4 571.78 R.P.: 20+56.82 N 49' R 7O &12 H. P. 572,02 p = 9000'00» 3 �/4 571.89 R = 35.00' STA: 20+56.82 - 14' R 571.75 L = 54.98' STA: 20+27.32 - 54.5' R 572.00 BACK OF SIDEWALK A - 572.35 R.P.: 20+56.82 N 54.5' R 8� Z�/2 H. P. 572.70 p = 90 00'00" 3 0/4 572,58 R = 29,50' STA: 20+56.82 N 25' R 572.47 L = 46.34' E,XPIF*S: 1 / 31 AS -CONSTRUCTED BY APEX ENGINEERING PLLC 5% 50. DO VC LOW POINT ELEV = $72.17 LOW PAINT STA = 2458.33 �q LO F W STA = 20+50 N 1 CV - - P _ELEV _---5Z2. - - - - - -. _ ,.. ---- A.D. = 3.00 `� "' N K = 16.67 EXISTING qRADE ALONG CENTERLINE STA 0+00 TO STA Z 50 o `� X i SCALE 1 »_ 0' HORIZ. � U- "' "' INSTALL SOLID SCALE 1» 5' VER7 n ST - 2t?+20.99 16.37 R7 RIM�2.0 o ; , I.E. (SE) 12" IN = ;1 67.75 (PROPOSED) `"" " T � 566.99 EXIS*G PROPOSED FINISH GRADE CEN TERLK � m a Q I.E. (sw) 12 oU ( ) NOTE. FIELD VERIFY EX. STUB LO q ATION AN CONNECT OR l�EMOVE AS REQUIRED. -- --- - -- -- ----- - -------- - - - --- -- - - _ _ _ - -- - EX. -2 �% ' 2 I _ II i --- ` 570 I"52DidQ - 0 _ - _a - 37 LF 24"0 31 LF 24"0 * 104 LF 18" SD SD • SD 0 012% 66 LF 24"0 SD • Q .19 i 67 18"4 SD • I I I .1 13% 0--------------- ---- ---------- -- -------- -------------- ------ ----------- L � .56 % I I " I I CB 2 2- 54"0 19 E 2- 48"� h 9 TYPE 2- If = 1+ 17 - 12.38 ST = 22+24.1 - 12.38 LT I TA - +49.85 12. 8 LT 2 RIM = 5573.79 � _5so _ " _ 5 30 RIM = 57 '7 Z _ LE4" t�UT = 56 i 5Gq 12 f LE SE 24 OUT = 56?� W 4 IN ) 2 5L3'9! LE. 24" IN - S' • 12 l.E. N1 2 IN = S6�ki8 I.E. �N) 2 " _ " et 0 " - 580 w1 II LE. (NE) 6" IN = 6G.02 1 C 7 TYPE 2 - ! w THRU CURB INLET S = 23+75 - LT 3 TYPE 1 W RU CURB IN T T(s ) ovT=5lo4 17 RIAl - 3 74' 9� = 20+58.33 y- 13.54 RT ++ ; » I+ I E' NW i8 OUT 56I9 S -q• 92 40' S CB 5 w F 26 " RI = 571. 75 5-1/• 7 D i �, (N ) z/v = 5 Gr'4 �' _ 27 LF u • 92 - --- - _ ----- ---- - - - __ _ __ ___ _ __ _ ______________ _ __ -- - -- - SI...=_ _ - _ 9 - 1 38_ LT -------- - - --- ---- �+i _. - - ...---- ._ _-__ _ I - ----- I E � 18 IN-'�-�'� - - -`5 -- ---- - - ----_ ------ W -.-� - - _ - _- J " 8 81- �rfo 70 - - - - - - RIM - 5 7 /3 12 SD I.E.I(SW) 12" IN =15"9 55 5. Z 2 1 i+E NW i2"` OUT 12" DIP CL. 52 . W I.E NE 12 IN - 56M Sl�s .So • i f I10%.E. N 24p OUT = 56 .02 5 C3.89 o� '10 1.E (NE) 6" IN = 6 .. 9 5 4�,5' . 97 I.E. (SW) 6 IN 00:31 S & 3? m I.E. 24 • IN - 564. 72 5 (03, 3 n L N o I.E. 18 IN = 56452 SCo+ 4 TYPE i W RU CURB INL T �ri ¢i LO o RU CURB INL T 40 IAJs >_• n d = 20+58.33 T 13.54 LT + o = 23+ - RT 550 _. + 5; % 8 c _. _ Any �...� ( ) - 1. C,,, ^ �, N r = E) OUP 0 o Co UJ o � _ 589�0 5 (c 95 o N I.E SW 12 OUT '� 0� r.� o a (N " 5 741.05 o¢ p I 6" IN - 0 93 ri n ��^Li N II �¢-�'LO " Lu o i) a� i w I.E. (NE) 6" 5 Cai Z N w o u I "' w x o+ n I.E (SW) 6 IN = 5 70 25 I ZN> I 1 Wz�> ¢ W W C� cn w I ZC� a co L-i cy N 1 th N N p O tt� 0i Ln 00 t[j 10 00 0 cfl tG r� � lC U-) LO i) u'y � Ln � Ln Ln ul) Ln t^ O tt) KEY M�f� EXPIRES- 11-07- NOTE: OFFSETS TO CATCH BASINS AND MANHOLES ARE TO CENTER OF STRUCTURE UNLESS OTHERWISE NOTED. CATCH BASINS ARE TO HAVE WSDOT STANDARD PLAN B-2a METAL FRAME AND GRATE UNLESS OTHERWISE NOTED. 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 CALLED OUT AS S.D. SHALL BE ONE OF THE FOLLOWING MATERIALS: PVC, SDR 35 CONCRETE, ASTM C-14 (12»0) ASTM C-76 (>12»0) IPEX, ULTRA - RIB RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS BY: DA TE: TITLE/POSITION: CONFIRMED BY CITY DATE: PROJECT REF: FAC 0007 - 98 �o�is/9� ry THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS. Approved By: Date Approved: 0 lL1 N cc J co V w w w U Q o 5 2) 4 0 cri 4 i L i lU c� c1; c� � -� cp� N rn o 0 IQ LZLJ 0 0 � W 0 0 � Zlj C3 U cr- W W a o At Nil (� DATE SEALED EXPIRES, 1-31- d C ca tgj N N wQ 0)Qti �51 co 0 + aQ N C) Jz I U_ ca �mN Q J `Q� W �C W U h a-W N 0z� LL N LU Ni J N WNI�j� ADD o-nd o rn rn cmago ic *� 4) 1 1 0� C rn ,. M Ov m o-ca � N �- o �r N E 4 O v� 0r- SHEET 5 OF30 FILE NO 24 LAKELAND HILLS 000 H 20+00 21+00 22+00 23+00 24+UO z a H J CD cn CXD _m OD Q CU a -N U O TD 3C Q, CD m a J d Q 0 00 r v Ln 0 z Q J LLJ a 3 N z n o GRAPHIC SCALE 20 0 10 20 40 ( IN FEET ) I inch = 20 ft. LAKELAND - DIV. 1, PHASE 2 and 3w PUBLIC ROAD AND STORM - ROAD 2 NORTHEAST 1/4 OF TFE NORTHEAST 1/4 OF SECTiOIV 6, TONS 20 NiORTH, RANGE 5 EAST, Mi., PIERCE C30UV71; WA3HYVGTON i i i a�qN F� SEE 1rs` 25+00 26+00 27+00 T_ 112 R. 4" 25'-0" 25'-0" R/W 6'-0" I 32'-0" 11'-6" 71 5'-0" 14' -6" 14'-6" 5'-6" 5'-0" 4" THICK 1.5' CONC. CURB & GUTTER 1.5' CONC. CURB & GUTTER LANDSCAPIN 4" THICK CONCRETE 13,-0" 13'-0" CONCRETE SIDEWALK SIDEWALK (SEE PLANS ,_ (SEE PLANS FOR SIDEWALK w ASPHALT CONCRETE FOR SIDEWALK LOCATION) PAVEMENT CLASS "B" PROFILE GRADE AND LOCATION) Q 3 COMPACTED DEPTH PIVOT POINT 02 FT. FT, o MINIMUM. 0 02 FT FT. .02 FT FT c` j 03 FT. T 03 FT. FT. ° �. �� •\� ��\� ------------- --� �/.�� /,,r fry/� / -- `` 8 i41N� SHED SURFACING TOP 1` 3" COMPACTED DEPTH MINIMUM. 1 i GRAVEL BORROW 6" COMPACTED DEPTH MINIMUM. STORM DRAINAGE ( ) IF REQUIRED). SYSTEM AS REQUIRED. NOTES: 1) FOR SIDEWALK, REFERENCE AUBURN STD. PLAN STSW-1 2) FOR CONCRETE CURB & GUTTER, REFERENCE AUBURN STD. PLAN STCG-1, AND DETAIL SHOWN ON THIS SHEET. TYPICAL ROADWAY CROSS-SECTION REFERENCE AUBURN STD. PLAN NO. STXS-2 (SIMILAR). N. T.S CLEANOUTS WITHIN PAVING CAST IRON RING AND COVER PER WSDOT STD. PLAN B-18b (EXCEPT SIZE PER PLAN). / FINISH GRADE CAP AS REQUIRED 1/2; R. 7" TNRU JOINT TO s r: EXTEND 1" PAST TE D BOTTOM OF GUTTER 4" CRUSHED SURFACING TABLE NATIVE SOIL AT 95% COMPACTED 2" CONCRETE 2" ASPHALT CLEANOUTS OUTSIDE OF PAVING rnifl /lAM FINISH GRAD CAP AS REQUIRED CURVE RADJS TAELE CURB NO. STATION ELEV. CURVE DATA STA: 26+73.05 - 14' L FLOWLINE STA: 50+21.28 - 50.69 L 577 81 R.P.: 26+73.05 - 49 L g� A/4 N.P. 577•95 R.P.: 50+56.24 - 49' L A/2 577.76 A = 9246'08" 3 A/4 577.56 R = 35.00' STA: 27+02.54 - 52.53' L L = 56.67' STA: 50+56.24 - 14' L 577.37 STA: 27+29.59 - 38.58' L 577.43 FLOWLINE STA: 50+36.28 - 14. 0' R R.P.: 50+36.28 - 49' R �/2 577.74 R.P.: 76+96.42 - 49' R 57.74 05 A = 69°44 46 10 3 0/4 578.36 R = 35.00' STA: 76+96.42 - 14' R 578.67 L = 42.61' STA: 50+03.45 - 36.88' R STA: 27+39.38 - 39,48' L 578.15 BACK OF SIDEWALK STA: 50+34.20 - 25.0 R R.P.: 50+34.20 N 54.5 11 q4 578.45 R.P.: 76+91.41 N 49' R A/2 578.74 ©= 68'43'18" 3 0/4 579.04 R = 29.50' STA: 50+06.71 - 43.79' R L = 35.38' STA: 76+91.41 - 19.5' R 579.33 VERTICAL CURB AND GUTTER N. T. S. RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS DATE: TITLE/POSITION: _ CONFIRMED BY CITY DATE: - SE ,,, A - FOiw a SLOPES, 1 V. 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 CALLED OUT AS S.D. SHALL BE ONE OF THE FOLLOWING MATERIALS: PVC, SDR 35 CONCRETE, ASTM C-14 (12"0) ASTM C-76 (>12"0) IPEX, ULTRA - RIB rEXPIRESj 11-07-� EXFIWS: AS -CONSTRUCTED BY APEX ENGINEERING PLLC NOTE: OFFSETS TO CATCH BASINS AND MANHOLES ARE TO CENTER OF STRUCTURE UNLESS OTHERWISE NOTED. CATCH BASINS ARE TO HAVE WSDOT STANDARD PLAN B-2a METAL FRAME AND GRATE UNLESS OTHERWISE NOTED. PROJECT REF: FAC 0007 - 98 THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS. Approved By. Date Approved: a: Q Q Z co UI 3 A vi w 0 W w cl� 4i ct� al� ci� -s -� i N C7 O O O 0 0 U U cn W m Q Q Q � a a a cals- i!� �Q (� r! n N , DATE SEALED EXPIRES: 1-31- C)0 co c s �. � N � CW a i I- =co coLu S. Q q aC 4Z LL y+ �W 7% 0 c4 4.4 W �► ac J? 4 0, w o Q�054 � J w <[ w 4 J J U CIN '` - " I-, rV. ,= Q' nCLO n ON C C' 6" 0=Q � �� am N E't U � N SHEET 6 OF30j FEE NO25r584 LAKELAND HILLS OTIVeS3 H GRAPHIC SCALE 20 0 10 20 40 ( IN FEET ) I inch = 20 ft. s__ CLASS 3000 CONCRETE FOOTING PLAN ROUND OR SQUARE 1/2" WHITE REFLECTOR TAPE REMOVABLE POST PAINTED WITH TRAFFIC SIGNAL YELLOW ENAMEL CHAIN FINISH GRADE BASE ASSEMBLY - CLASS 3000 - CONCRETE FOOTING PIPE DRAIN 112" MIN. 0 - I N u p a w a a. co GRAVEL BACKFILL ' FOR DRAIN NOTE: SEE WSDOT STANDARD PLAN H-13 FOR DETAILS OF BOLLARDS. BOLLARD DETAIL SECTION A - A N. T.S. LAKELAND- DIV. 1, PHASE 2 and 3 PUBLIC ROAD AND STORM - ROAD 2A NORTHEAST V4 OF TFE NORhIEASf 114 OF 9EC710N Q TOWM3FF 20 NOAR( RAMC3E 5 EAST, WM, PIERCE COUNTY, WA8FMNGT(NJ I r 26 1 1 ► JINTX. STA 77+29,91, (R D 2A) r STA 27+25.01 (ROAD 2) STA 50+00, (R9AD 4) - \ '�iSFT3�g� STA: 74+57.41 I ' ELEV. - 578.7 ! ` s j 33� 2 1� OFFSET: 33.00 R 1 d, IE = 574.95 25 °f ke, (4L,� i x� 1 " STA: 75+96.76 OFFSET: 33.00 R ► 23 , `� STA: 76+34.03 � 1 PAR TL IE = 577.45 , OFFSET: 33.00 4 j/ STA: 7,�+ � p 0F §ET: 33.0 L `` , _vsl CEW6, IE 5�73.6 LANDSTiulEs - - -_ RAW - NT ' i 19 8" PVC EAS ME_ - OVERALL CURVE D A / IE = 574.81 _ ,, 1 A L 14727'25" ' , 76+22.71 5 BOLL DS 3' C-C L/= 720,61' / _ STA: 75+25.11 r p r OFFSET: 3, ,06 L x ', LOCA 2' BEHIND WALK t r OFFSET 33 00 L - I ER DOT SPS H13 20 21 2 6 IE = 575.93 15' STOaR"RAINAGE I / X, 581 TRAGT 1 10' MANUM GRAVEL r' f M l NBTENANCE _590 ----�---- --T� T T 1 I 590 150.00' VCC 50 00' VV� Irol HIGH POINT ELEV = 81.14 04 © V_ PW STA = +75 �+ HIGH�OINT STA = 75+55.24 � 00 + 0 PVI ELEV = 179.30 � o 'l VI STA = 75+50 A.D. = 1) 7 + ---EXISTING--- ELEV = 582. 2 --- PROPO ED FINISH _-_ �%i u i - _4-2_56 ------ � "' GRADE AL CENTERLINE "' P _ _ _ coca A.D. _ -4.67 A ®CENTERLINE w w 'm m yi ` . K = 3210 S '� w I -__-----___ 510 2.50 1 w_ --- 110 LF 18"0 SD-®49� q. 674b 1 570 18"0 SD 10 0.509' CM& 1-TYPE-2 w SO ID LOCKING LID i C 16 TYP 2 -WO S A = 176+16.10 - 132.52' RT STA = 76+1140.66 - 12. RIM 580± RIM = 57 63 S 7 '3) • -16 I.E N 18" OUT - 56 .12 I.E. NE) 1ST," OUT = 568.50 I i I.E (S) 18" IN = 569.1 l.E. �S) 18 , IN = 568.50 26LF _A560. _ _ - __ _. _ _. _ __ _ __. . _ __- I.E. (NW)) 1 » IN = _5d9- ,569.1p 2-!$ -SD 560 I.E. (SW) 6� IN = M 50 5 b_gL4 Q Q C617 TYP 1 STA = 76+!40.66 - 13.16 IL RIM = 43 5 79.'1 II I.E. (SE) 12i OUT = &75,87 5 i i _ - - - ' - -- ---- i- ---- ---�---- ---- ----------- ---- I, (N_ W) -6-'IN = 5 / _. _5 .Z,z� _ L--- - - - --- - -_ - all ST 73+75 tO STA +29.91 SCALE 1"=20' HORIZ. I I F o SCAL 1 "_5' VERT. I ( N ' in Q - -- 550 -- - _ -- _ _ - ------------� - i-------- -----_ {-_.------E- -{- --- ------ -- �- -- --- 1 LO + II �Nptt) I� w I I I N O II I II LLI ( z <c ¢ w i Oo0 .00 M O Cs cc 00 coo � � � 4 00 LO Ln L ^ 74+00 75+00 76+00 77+00 AACCESS ",� M_.._.r - StE DETAIL SHT 14. " I • CINIS NOTE: OFFSETS TO CATCH BASINS AND MANHOLES ARE TO CENTER OF STRUCTURE UNLESS OTHERWISE NOTED. CATCH BASINS ARE TO HAVE WSDOT STANDARD PLAN B-2a METAL FRAME AND GRATE UNLESS OTHERWISE NOTED. r. z Q Z P_ Z o Cr EXPIRES 1 /3' AS -CONSTRUCTED BY APEX ENGINEERING PLL -�ANEw Q F.� QL p 34858 �'SIONAL EXPIRES+ 11-07- 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 CALLED OUT AS S.D. SHALL BE ONE OF THE FOLLOWING MATERIALS: PVC, SDR 35 CONCRETE, ASTM C-14 (12"0) ASTM C-76 (>12"0) IPEX, ULTRA - RIB RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS BY: DATE: TITLE/POSITION: CONFIRMED BY CITY DATE: PROJECT REF: FAC 0007 - 98 10/1a/FY 17 THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS. Approved Sy.� Date Approved: S' _ 3 C� 00 W Ir 15 N o40 Qs i z W 4 � � 0 0 .. w� Q Q U W DATE SEALED 0 0 O~ Lij w Q 00 ao 00 00 Lai 0 0 z3 o a y b N Q Q__ E �Q CaLs N a o 'W eh P11> N •"^ EXPIRES, 1-31- Q C50 Cd L - � a, lu N ELZ UWaCX cm Q Q .,, I 1 JNJ m Q Lij Q N J a w Q w n. J J 0-nd O O O 04 O O ID 0)V) ., ° U-) C: Un to OC14 C 0' s< 3 o d- N E 4 O V I to ul SHEET ? OF30 FILE NO 25584 LAKELAND HILLS okTD/86U PF 501 % oi- 30 z a J CD Cn rn m Ln m m ti a-.> U O Cn M I r` U7 / m rr I J a / ]C O / ID Ln L0 CV / O Z Q J LLJ Q J A GRAPHIC SCALE 20 0 10 20 40 ( IN FEET ) 1 inch = 20 ft. RIM = 566.53f I.E.(E) 12" OUT NOTE: STOP SIGN (R1-1) AND STOP BAR SHALL BE LOCATED AND CONFORM TO THE M.U.T.C.D. SECTIONS 28-4 AND 26-9. 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. LAKELAND- DIV. 1, PHASE 2 and 3 PUBLIC ROAD AND STORM - ROAD 2 A N0R7}1EAST 1/4 OF 1HE N09iFEi43T 1/4 OF SfC7`10N 6, TOWN31-AP 20 NORTH, RANGE 5 EA37; W.M., PIERCE COUNTY, W.43HNYQTON ROAD 2B SEE SHT 9 FOR CONTINUATION 70+00 71+00 72+00 73+00 F�j E Y M A P NOTE: STORM DRAINAGE CONVEYANCE PIPE CALLED OUT AS S.D. SHALL 8E ONE OF THE FOLLOWING MATERIALS: PVC, SDR 35 CONCRETE, ASTM C-14 (12"0) ASTM C-76 (>12"0) IPEX, ULTRA - RIB NOTE: OFFSETS TO CATCH BASINS AND MANHOLES ARE TO CENTER OF STRUCTURE UNLESS OTHERWISE NOTED. CATCH BASINS ARE TO HAVE WSDOT STANDARD PLAN B-2a METAL FRAME AND GRATE UNLESS OTHERWISE NOTED. EXPIRES � 11-07I CURVE RADIUS TABLE CURB N0, STATION ELEV. CURVE DATA STA: 71+79.22 - 49' L FLOWLINE STA: 33+20.36 - 14' R 570.11 R.P.: 72+14.22 - 49' L 31 °/4 570.88 R.P.: 33+20.36 - 49' L °/2 571.65 Z = 90'00'00" 3 °/4 572.41 R = 35.00' STA: 32+85.36 - 49' R L = 54.98' STA: 72+14.22 - 14' L 573.18 STA: 71+16.22 - 14' L 568.89 FLOWLINE STA: 32+85.36 - 49' L R.P.: 71+16.22 N 49' R /�/2 569.18 R.P.: 33+20.36 N 49' R 569.4 A 90'00 >00 " = 32 3 °/4 569.76 R = ' STA: 33+20.36 - 14' L 570.05 L = 544.98.98' STA: 71+51.22 - 49' L STA: 71+16.22 - 25' L 569.61 BACK OF SIDEWALK STA: 32+96.36 - 49 L R.P.: 71+16.22 N 54.5 R 33 q4 569.88 R.P.: 33+25.86 N 49' R °/2 570.14 ' = 90*00,00" 3 °/4 570.40 R = 29.50' STA: 33+25.86 - 19.5' L L = 46.34' STA: 71+45.72 - 54.5' L 570.66 STA: 70+22.00 - 49' L 566.89 FLOWLINE R.P.: 70+57.00 N 49' R O 34 ° 567.03 °12 566.63 0 = 90*00,00" 3 0/4 566.22 R = 35.00' L = 54.98' STA: 70+57.00 - 14' R 565.82 STA: 70+57.00 - 14' L 565.82 FLOWLINE 1112 565.94 R.P.: 70+57.00 - 49' L 35 -^/4 3 °/4 H.P. 566.06 566.18 p = 90'00'00" R = 35.00' STA: 70+22.00 - 49' L 565.91 L = 54.98' STA: 70+58.00 - 25' L 566.54 BACK OF SIDEWALK R.P.: 70+58.00 - 54.5' L 36 �(4 566.60 q2 566.66 L = 90*00,00" 3 °/4 H.P. 566.72 R = 29.50' STA: 70+28.50 - 54.5' L 566.49 L = 46.34' RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS BY: DATE. TITLE/POSITION: CONFIRMED BY CITY DATE: PROJECT REF: FAC 0007 - 98 10/1slfAr 491 THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS. Approved By: Date Approved: 9` co I Lu W o: 1-5 ul I„ ® N uj Q r w WU U m 2; z 3 Z 7 or: a:W Z Q 0 W2 IL o� cr 04 � rn rn rn N O O o N O m m W Q Q o V h U U c�C U Rs a a`". a```'.. Q DATE SEALED EXPIRES- 1-31- 0 N C U C -� OF- CO 4Q..LLj�N CL. � U Lu- Q . 0 Z t LL CI) w Q CL I'- J w � � � n=. Q J U Ornrn Ors 0) N It O V) O 00 � � M ruj p N 41 0 V) o v o� V � M SHEET 8 OF30 R -E NO 25584 LAKELAND HILLS Pr Sot v or-- 30 O6DI 40'tla•IF z d H J O U) co 0) m rn 0 m c� 0 T1 N m 3 0 r m 0 d 1 J a r Y 0 r v an L0 CQ r 0 d J W d J t; 37+00 GRAPHIC SCALE 20 0 10 20 40 ( IN FEET ) I inch = 20 ft. " 237.47 R- 36+00 LAKELAND- - DIV. 1, PHASE 2 and 3 PUBLIC ROAD AND STORM - ROAD 2 B NORTHEAST 1/4 OF THE NOR7FEA3T 1/4 OF SEC TpN 6, TON7Y&-NP 20 NOR7'Hv RANG 5 EAST, W.M., PIERCE COUNTY, WANTON ROAD 3 SEE SH T 11 FOR COWINUA TION 35+00 34+00 33+00 SAD 2A SEE SHT 8 FOR CONTINUATION .CURVE RADW TABLE CURB NO. STATION I ELEV. I CURVE DATA STA: 34+68.28 25' R BACK OF SIDEWALK STA: 45+19.41 N 45.25' R 572.19 R.P.: 34+68.28 - 54.5' R 12 6/4 571.99 R.P.: 45+48.67 - 49.0' R q2 571.79 Z = 82'42'13" 3 6/4 571.59 R = 29.50' STA: 34+97.54 N 50.75' R 571.39 L = 42.58' STA: 45+48.67 19.50' R STA: STA: 34+67.57 N 45+08.41 N 14' R 44.55' R 571.43 FLOWLINE t/4 571.56 R.P.: 34+67.57 N R.P.: 45+43.13 - 49, R 49' R i 3 1 0/2 H. 3 0/4 P. 571.68 p = 82*42'13" 571.46 R = 35.00' STA: 35+02.29 - 44.55' R 571.22 L = 50.52' STA: 45+43.13 - 14' R STA: 35+31.66 - 53.45' R FLOWLINE STA: 45+55.67 - 14.0 L 570 87 R.P.: 35+66.37 - 49 R 14 11/4 571.03 R.P.: 45+55.67 - 49' L 1 0/2 H. P. 571.20 Z = 9717'47' 3,614 571.05 R = 35.00' STA: 35+66.37 - 14' R 570.90 L = 59.43' STA: 45+20.96 - 53.45' L l Z - (. -00 32+00 BEY MAP 10 r1"g EXPIRES, 11-07-fy URA1 ivu Lr-R iim A iluiv THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS 3Y: )ATE: TITLE/POSITION: _ 3ONFIRMED BY CITY VKU,JtL* I Ktr: FAC 0007 - 98 Io/it/fB &1 THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS. Approved By . Date Approved: o: A ui0 li to k-11 IY � 4 z N p s 7 V w o ZZ 3 WC w U5� (0 U Q o2 < 3 A: (fi 4i vi LAi w w c ck N m �I O Lo a � U I m a U m � w o v a o W � � w g o w W o �s EXPIRES, 1-31- 00 ) C o h h� C4 z cWr) o ¢ Q i I- � 4- W N Vj � g O Q uu V YQNCN d ��ca -u, Quo � -� Q uj w Q w o_ 0 0) O N mc0Tld 1� O M 00 N I_ -- `Q t d �u- a O U � Lo N SHEET 9 OF30 FEE NO 25584 LAKELAND HILLS h-i If 1,; P F '* Sv IL� or 30 OS'D/BS.!e F LAKELAND - DIV. 1, PHASE 2 and 3 GRAPHIC SCALE 20 0 10 20 40 PUBLIC ROAD AND STORM - ROAD 2 B NOMFlEA3T 1/4 OF TFE &VRTF11Ei43T 1/4 OF 3ECTi0N 6, TOWNSFiP 20111QF-rM, ( IN FEET) RANGE 5 EAST, W.M., PIES COINVTY, WASHINK3TON 1 inch = 20 ft. T9 • �� � I STA: OFF f � � h�1 4 l �� TA;�3,�+54.89 SET: W.00 L IE = 566. 1 p �d ROAD 2 SEE SHT 5 FOR CONTINUATION %17A CURVE RADIUS TABLE CURB NO. STATION ELEV. CURVE DATA STA: 40+37.78 - 14' R FLOWLINE STA: 21+70.58 - 38.34 R 571.73 R.P.: 40+37.78 N 49 R 15 6/4 572.06 R.P.: 21+97.14 N 49' R A /2 572.39 0 = 6751'18" 3 0/4 572.72 R = 35.00' STA: 21+97.14 - 14' R 573.05 L = 41.45' STA: 40+70.19 - 35.81' R STA: 40+21.62 - 14' L 571. 4I FLOWLINE STA: 21+46.57 - 49.87 R R.P.: 40+21.62 49 L ,L/4 571.73 R.P.: 21+15.99 N 49' R 16 A/2 572.06 A = 90'00'00" 30/4 H.P. 572.38 R = 35.00' STA: 21+15.99 N 14' R 572.24 L = 54.98' STA: 40+56.62 N 49' L STA: 40+16.12 N 19.5' L 571.93 BACK OF SIDEWALK STA: 21+42.06 N 54.94 R R.P.: 40+16.12 - 49 L 17 6/4 572.18 R.P.: 21+15.99 - 54.50' R A /2 572.44 p = 90 00'00" 3 A/4 572.70 R = 29.50' STA: 21+15.99 N 25' R 572.96 L = 46.34' STA: 40+45.62 N 49' L z 00 AS -CONSTRUCTED BY APEX ENGINEERING PLLC 590 590 PW STA = 404 35.00 PVI ELEV = 571.98 A.D. - 1.65 i K = 30.38 50 00' VC 100, j EXIS'iING GRADE ALONG CENTERLINE' m , I a 0 0 LOW POINT ELEV 56r�199 _ I , , , W POINT STA =i 37+75.39 PRO ED FINISH GRADE ®CENTERL s L0 PVI STA 37+75 + = PO,S AD CENTERLINE � N PVI ELEV = 568.46 ; o A.D. = 2.73 '0 �' '.� 5 u. , CL cn 6i CB 24 o °� - - �• m STA = + 238 0 RIM = �81' 0 LE. N 18" OUT --ZOS W S &S- 20 I.E.�S� 18" IN =56f6 7O 570 1 - -- -- ---- - ---------- - - - ` 39 LF 35 LF 1d'0 OF 84 LF 18"0 DIP CtL. 52 0 p 7 � ',1 0 DIP CL .�.. 82 LF 24"0 SI? � o. Ni� SIB ® a . 52 « �- ---- T • a 12X , 168 LF 24;i , F GB 20 4 TYPE 2 8"(d , I.E. SE) 24" OUT =58VO $'104.12 " " -- I.E.(SW) 24" IN =66MO C8 4 TYPE 48 0 W1 THRU CURB INLET CB123A. TYI 2 -1- _ + f STA = 38+5'4.39, 1 LT „ - " t.E.(NE) 6'' IN=5d.x7@ RIM = 56947 5Co$ •'9D RIM = 569.1 S 9 • (0 29 ovt = SG�1• ZZ 1 TYPE 2 48 0 u 26 LF I.E. NW) 18" OUT =a8',� 189 5 &5.12 I.E. NE) 24 OUT =564.48 ,5�0 4. �9 �0 -------- ----- ___-- - - �.q�o jN SG�- 2S 40+21.62, 12.38 LT " N -- -._ f75 f�D--- S�•fi_�rf- '' 26G Fy NE 24' OUT-58 N- 7 -- Pro DIP CL '32 I.E.(SE) 6 IN =66�9 S-4S Z 9 I,E(NW) 6" Ifs! =565 88 5 P5. Z Co i2"0 SD LE. SiW 24" IN =5@ S o --i A' CB 23 TYPE 48"0 w THRtJ CURB INLET i LE. SE 12" IN =565 28 I ��tr'To STA = 37+7539, 12.761T L RIM = -56W. 5 fa $ • f i �o2'T� CB' 22 TYPE 1 t " GS,og ST; 40+21.62 13.16 T Q1 I.E.(SE) 18 OUT=565.04 5 � _ � + � 550 " M -- -- --- -- - - --- - - S7-/•-4 --- -T- --------------f.E:{NEj-18--fPF--84 .51��-•-F39------�--------- --- -- - � -^,- I.E.(NW) 8" IN=565.88 5& -1 %.9 + �(DAAD � - MAMHALL AVE. I E (NW) 12 OUT--.a86'd!' N ,�, o I ( ) IN-yd86'�C! STA 37+20 TO STA 40+73.97 E 6 ± ,, o a �, o0T� S(oG•�5 �., cr d Q } SCALE 1 =20 HORIZ. SCALE 1 "=5' VERT. �0,' Lj bolo cn o; CO w CQ Ch� OROm N� N� cU� O�j 00 O� C))Lq 00�� of �0i �o �� ^ �^ 38+00 39+00 40+00 41+00 59( F 57( 56( 55( �THEw of waSyy�, c 34858 4r�" �F �FGI STER��(>�_ �SIONAL EXPIRES, 11-07-0//f .1 1- 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: OFFSETS TO GATCH BASINS AND MANHOLES ARE TO CENTER OF STRUCTURE UNLESS OTHERWISE NOTED. CATCH BASINS ARE TO HAVE WSDOT STANDARD PLAN B-2a METAL FRAME AND GRATE UNLESS OTHERWISE NOTED. NOTE: STORM DRAINAGE CONVEYANCE PIPE CALLED OUT AS S.D. SHALL BE ONE OF THE FOLLOWING MATERIALS: PVC, SDR 35 CONCRETE, ASTM C-14 (12" 0) ASTM C-76 (>12"0) IPEX, ULTRA - RIB RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS BY: DA TE: TITLE/POSITION: CONFIRMED BY CITY DATE: PROJECT REF: FAC 0007 - 98 10114-I9Y 11Y THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS. Approved By. Lzma=: _, L Date Approved: / &/S' Sv W 41 cl� co 00 00 N ZW O U Cr N w � q 0 q o O w > a W a CL a DATE SEALED EXPIRES- 1-31- 00 -1 ' C Cd g (0 N `I' ;- � q �QQ Q � F, Q- uj N Cl) CO Q,Zo LL A_\ cm N J i J N J i Q t� CO ul Q NC4 tj J Q tt W _j U 0-nd O O) (7) Cm ON r O 0) C _00 41 .� M o C S_ �' � _ O d- N E V � N SHEET Lo OF30 FLE No 25584 LAKELAND HILLS Oicrs/i3r3 PF OSOI In of 30 z a J CD En rn rn v 0i h 66 Ln � Q + o O p a) o Qt O 00 LO 4-1 cn m 3� a �q a O rr O N m q. L O q U) z z 04 a Q i J W � i x H GRAPHIC SCALE 20 0 10 20 40 ( IN FEET ) I inch = 20 ft. ROAD 2 SEE SHT. • FOR CONTINUATION [i i f'1 �.j dz �'Y �Illllllll���, ! j I1 ! I A LAKELAND - DIV. 1, PHASE 2 and 3 PUBLIC ROAD AND STORM - ROAD 3 NORIFEAST 1/4 OF TM NQ9IFEAS! 114 OF SECTION e. TONTBFP 20 NORR4 R4NCIE 5 EABf, W.M, PIERCE COUNTY, WA9*KiTON A: 47+06.44 OFFSET: 33.68 L IE = 572.64 / \ 39 1 41 INT,X. STA 45+00, (ROD 3) STAI 35+10.70, (ROAD B) - ELEV. = 571,96 !sT 4558'3 / STA: 46+35.50 b0l f 0 f'SET: 33.0 L \ IE = 568.64,' OFFSET: 33.00 ` g IE = 570.72 ------ - - -- - - - -- --- - - -- - - - - - -- - -- a - --- 048 F 8" PVC C� 2.70% � - 10' TILITI 8" PVC 2.70� �4 �1. f R/W EA"'SEMIE `AID � LK a LANDS PE i ON . CLIR13� A!, -- _ STA: 45+48.45 OFFSET. 33.00 y IE = 568.26 � �I V, 1 � 573 10' UTILITIES - -__ 16L LF 8_' PVC 2. t TA: 45+87.54 OFFSET: 33.00 R IE = 569.04 m STA- 47+97.81/d �p OFFSET: ',77 _9 L IE = 573.75 .009 'V � IN / �E a lfi p $ _ a ./�. LO )09' ------ ' - F------------- -- --------------- 134 6_' VC -0 2 OV ------ � STA: /46+51.34 STA: 47+09.54 ^ �` OFFSET: 33,00 R OFFSET: 33.00 R IE _ 570.32 IE = 571.48 STA: 47+67,67 OFF ET: 32.76 R IE = 572.64 33 64 � I STA: 48+06.43 OFFSET: 73.14 L IE = 573.85 ~ STA: 48+29.11 OFFSET. 43.65 L �\ IE = 574.22 I c / / 0 / / STA: 48+28.57 OFFSET: 5.17 L IE = 574.15 i� 35, CURVE RADUS TABLE CURB NO. STATION ELEV. CURVE DATA STA: 47+00.90 - 14' L 575.18 FLOWLINE � 4 575.35 R.P.: 47+00.90 - 49' L 18 �2 575.53 A = 71'50'20" 3,614 575.71 R = 35.00' STA: 47+34.16 - 38.09' L 575.89 L = 43.88' STA: 47+02.94 - 25' L 575.89 BACK OF SIDEWALK I/4 576.04 R.P.: 47+02.94 - 54.5' L 19 q2 576.19 L = 67'28'23" 3 0/4 576.34 R = 29.50' STA: 47+30.19 - 43.2' L 576.50 L = 34.74' STA: 47+34.16 - 38.09' L 575.89 CTR. OF SAC STA: 47+70.5 - 66.85' L 576.68 R.P.: 47+74.07 N 25' L STA: 48+11.19 - 44.65' L 577.48 ELEV. = 577.28 © STA: 48+07.82 - 0.00' (H.P.) 578.24 A = 267'53'07" STA: 48+06.68 - 1.47' R 578.20 R = 42.00' STA: 47+62.46 - 15.36' R 576.97 L = 196.37' STA: 47+52.78 - 14' R 576.72 FLOWLINE R.P.: 47+52.78 N 49' R 21 q2 576.85 A = 16'02'46" R = 35.00' STA: 47+62.46 - 15.36' R 576.97 L = 9.$0, MR ISO/�z 590 AS -CONSTRUCTED BY APEX ENGINEERING PLLC 601 m 550 /0_*�f WAS,y EXPIRES, 11-07- q f w 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: OFFSETS TO CATCH BASINS AND MANHOLESI ARE TO CENTER OF STRUCTURE UNLESS OTHERWISE' NOTED. CATCH BASINS ARE TO HAVE WSDOT STANDARD PLAN B-2a METAL FRAME AND GRATE UNLESS OTHERWISE NOTED. NOTE: STORM DRAINAGE CONVEYANCE PIPE CALLED OUT AS S.D. SHALL BE ONE OF THE FOLLOWING MATERIALS: PVC, SOR 35 CONCRETE, ASTM C-14 (12"0) ASTM C-76 (>12"0) IPEX, ULTRA - RIB RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS BY: DA TE: TITLE/POSITION: CONFIRMED BY CITY DATE: PROJECT REF: FAC 0007 - 98 i%.f/f roy THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS. PP Approved By: 04'yy-.-� S Date Approved: 0 EZm Q Ui w cc Sri w ck� 4.i ca > LLi 0t -s o w •� m o U m `U t� w U (� d O 4t 'CV �Q (01)"- DATE SEALED N- EXPIRES 1-31- alld QON 0)0 i OO h +'Q)rj ., �C V) p N C °' Tlj oil o Q cs d- N � d' O U � M C \04 Ln N SHEET 11OF30 FLE No 25W4 LAKELAND HILLS Y" '�- 501 0 OF- SJ z a H J O Cn m rn m m 0 m v U O n� an Cu m 1 J a Y rr 0 4 m Ln UD 0 z J W Y Q J 590 58( 57( 56 55 CURB NO. LJ GRAPHIC SCALE 20 0 10 20 40 ( IN FEET ) I inch = 20 ft. ROAD 2 SEE SHT 6 FOR CONTINUATION ROAD 2 SEE SHT. 8 FOR CONTINUATION LAKELAND DIV. 1, PHASE 2 and NOTE: NOTE: OFFSETS TO CATCH BASINS AND MANHOLES _ STORM DRAINAGE CONVEYANCE PIPE CALLED OUT PUBLIC ROAD AND STORM ROAD 4 ARE TO CENTER OF STRUCTURE UNLESS OTHERWISE AS S.D. SHALL BE ONE OF THE FOLLOWING MATERIALS: 8 A AS 114 OF TW N�EAST 114 OF �TM 6, TO20 WF", S ANDARD PLAN8S2o METAL FRAME AND RATE PVC, SDR 35 �� �� UNLESS OTHERWISE NOTED. CONCRETE, ASTM C-14 (12"0) 5 EAST, W.M., PIERCE COUNTY, WAS4WTON ASTM C-76 (>12"0) • lPEX, ULTRA -RIB ROAD 5 NOTE: SEE SHT. 13 FOR CONTINUATION LOCATION OF DRIVEWAY CUTS ARE APPROXIMATE / a ONLY SHOWN FOR THE PERMITTING PROCESS. t ( ! EXACT LOCATION OF DRIVEWAY CUTS SHALL BE DETERMINED AT TIME OF CONSTRUCTION. E. ROAD REFER TO APPROVED PLANS wn ' w4" d' I 4 I _ ON FILE w/ PIERCE COUNTY a. ROAD REFER TO APPROVED PLANS ON FILE w/ PIERCE COUNTY - - -- - - - - - - - - - __ - - - - _- .. - - - - - - - - - - - - - - 59 f l t - - �° � F LOW POINT V = 577.77 1 MGH POINT V = 579.33 PN StA ' 52+50 POF aAs y�'F�, Q o m = ,29 oo HIGH POINT STA = 52+02.41 PIA ELEV 580.17 A NTERLINE 50.00' MC er tic N '$ o ► LOW POINT STI4 50+50 ( o EXISTING GRADE LONG f �- � PVI STA 50+40 i ^ A.D. _ �-5.48 PW _STA _ __ 54+00_ I _ . - 54.00 bC '_ °° __ ......... ........ ... . K = _ 192_ __ m , M PVI ELEV 577.55 PN ELEY 573.83 M ........... .. .. __ _._ _. 1 34858 ---_ w rr a .. > A.D. 4.25 m v - �' - M ^ A.D. 1.23 LOW POINT EL1/ = 572.46 N K = 11.76 4,; _.--- .-� + a K = .60 OW POINT STA;458.24 54+58.24 °p sIONAI w w4 m s Sri m m I Lw w D FINISH GRA O CENTERLINE vi i ao N PM STA = ,,y °+' I -- ---- - - `>. �3 - - ----- ------ N <t " ay r / cii �i PVI ELEV._572.08---- --. ExP Sl------It-=oz- z N -- - w Q _ - --,-, ._-------- . - ---- -- -- I - - - _ V = 6, �n - - ------- -- --- - - --- I;-��-�-- I w w 1.25% ` -- I `.. � �' v; �;.i K = 4.33 l \ w w _ I _ m m 0 f .1.. _w S _. , 44 __. X. 20 LF STUB n t8' ADS-N12 O 1. n k = -- - - -- --'�¢ 6 - --- --- ---- -- 570 I I - - - - - - - - --- ----- - - - -' - - - - -- _-_-__-___ -..-- __ __ __ __ _ .�___ - _- _ / r 1 r __ _- _ � I COI I.. ..... ....... ...._.. . __ _ _ _ ................... , ... _ -... I � TYPE 48 W __ _.. 572.45»1. 1 T 4 1 - w CU TFtRU INLET f = +62 w SOLID LOCK NG LID = 50 50.29 - 14.04 I +S A = 50+20. 6 - 12.38' LT " RIM = 577.3 I.E. W 18 IN = 67.90 - 57 Z. 2 7 LE S 18; IN =67.9Q RIM = &W-7" I 57$• 2I LF 12 0 SD I.E. W 12 OUT - + _ LE. N 1$" OUP = 56rZA4 S 7. G I LE. S 12'� IN = 572 9 57Z. Z7 - -OUT ----- 60 O " ia~ 18 I = 136'L.94 5 7.7lo LE. N 6 IN a73 @3 ___.__. S_7.2___!i T ___.-- -- - -- - - U.. - fiE: j 1�" 5884'l -� - �6 ° -f - CB 15 E 1 CUR THRU INLET STA = 0 50.29 - 13.54�RT RIM = 5 77.13 2 I N I LE. N 12 OUT = �� 5 73• 0 7 LE.S� 6 IN = 53 573.37 E7G CB 9A E 1L ' �, . _ _ .........._ _ �....... (_ STA = 54+6281 76.24 o< ac n �........ I..... _ a ....__...... I JEX. " 32 LF RIM = 571.90 �; cr o II 18 0 PVC LE. W 15" INI = %8.40 { vi o Z �� "� O 0.78% S i8" IN, = 568.15 U p CZ, LE. 18 T = 568.15 Q 4 - h T. S.E.- �, o "3 - - - - - --- -------------------- STA X CB 9B - ( �►------- - - - -- _oa- - - _ _'�' - 55( + - - - - - c� - - - 54+52. cv o Q. ca 'A Sf3�i-Of3 ;Q STA►-98.24 a -_� - - - - - -- - _ 1 RIM = 571.90 ° - - --------- --- - N F- � .-- .- ^ � I I � " � of X I I � �? ad SCALE h =20 NORIZ. ; I.E. 8 tN569.23'K�n �'t 1 - cn SCALE 1"-5' VERT. "' `�o u I I.E. �S,� i8'° OIJT = 568.40 �++ N r¢ ca cv z o a I.E. (SW) 8" IN = 569.23 �•J� z vMi w I I � w N , j co .�} ��pp tt 00 a' to o ^ LO p N O p o LncLO � ^ ^ul Lo L 52+00 53+00 54+00 55+00 APEX ENGINES NG PLLC 50+00 51+00 RECORD DRAWING CERTIFICATION PROJECT REF: FAC 0007 - 98 i%•f/f►V -Y CUME RADIUS TAME STATION ELEV. 577.96 CURVE DATA BACK OF SIDEWALK STA: 51+93.74 - 19.5' L STA: 60+19.50 - 54.50' L R.P.: 51+93.74 - 49' L 4 578.35 R.P.: 60+49.00 - 54.50' 2 578.74 A = 90'00'00" 3 ,&/4 579.12 R = 29.50' STA: 52+23.24 - 49' L 579.51 L = 46.34' STA: 60+49.00 - 25' L CURVE RADIUS TABLE CURB NO. STATION ELEV. CURVE DATA STA: 51+99.24 - 14' L 578.91 FLOWLINE STA: 60+14,00 - 49' L R.P.: 51+99.24 - 49' L �/4 578.49 R.P.: 60+49.00 - 49' L q2 578.08 A = 90,00,00" 3 A/4 577.66 R = 35.00' STA: 52+34.24 - 49' L 577.24 L = 54.98' STA: 60+49.00 - 14 L CURVE RADIUS TABLE CURVE RADIUS TAKE CURVE RADIUS TABLE ELEV. CARVE DATA CURB NO. STATION ELEV. CURVE DATA CURB NO. STA1T �V. CURVE DATA CURB NO. STATION STA: 52+62.24 - 49' L 577.50 FLOWLINE STA: 54+23.26 20' R 573.33 FACE OF SIDEWALK STA: 54+35.25 N 17.46' R 572.99 FACE OF SIDEWALK STA: 60+49.00 - 14 R R.P.: 52+97.24 - 49 L n/4 573.24 R.P.: 54+23.26 - 9.5 L 4 572.89 R.P.: 54+49.22 - 49 R �4 577.64 R.P.: 60+49.00 - 49' R q2 573.16 A = 2355'37" T2 57Z79 A = 235537" ® /2 H.P. 577.78 A = 90'00'00" 5 3 0/4 573.07 R = 29.50' L = 12.32 26 3 0/4 572.69 R = 34.50' L = 14.41 3A/4 577.51 R = 35.00 STA: 54+35.22 17.46 R 572,99 STA: 54+49.22 14.0 R 572.59 STA: 52+97.24 - 14' L 57724 L = 54.98' STA: 60+14.00 - 49' R THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS BY. DATE: TITLE/POSITION: CONFIRMED BY CITY DATE: THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS. Approved By. Date Approved: P z V �m U LL C C a 0 0 w w tl w W cr cj� cj� -s N o O 0 Z w I I 0 U m U m � Z I 4� Qw CL 4 DATE SEALED ./O - EXPIRES, 1-3100 - N+ >.. Wok Q cn �, I. Q o. uw N �0co �Z�s 4.Q ° UWe*x r•~4� ZQ3tQ1, Via+ �w o w D�a YN i (�J� �N w m o� uj w a w U and a a) rn fro _ va •�'arn� (T)0� v C .. 4' .,. C" Lr) C � r) o C 4- C c x¢ cn Ul O 'I 6 N O U ( V) N SHEET f2 OF30 FILE NO 25584 LAKELAND HILLS osDiss3 H PF 't 501 11 or- 30 z c H J O co cm 01 ai iv v U O a� a� cn Cn m Q J d / cr 0 3 / Q ul O z Q w a J 1 AKFI ANr) - n1V 1 PHARF 9 and 3 NOTE: TRACT "D" IS TO BE CONSTRUCTED WITH AN f 570 60+00 61 +00 62+00 63+00 64+00 65+00 CURVE RADIUS TABLE CURVE RADIUS TABLE CURVE RADIUS TABLE CURVE RADUS TABLE CURB NO. STATION ELEV. CURVE DATA CURB NO. STATION ELEV. CURVE DATA CURB NO. STATION ELEV. CURVE DATA CURB NO. STATION ELEV. CURVE DATA STA: 63t32.28 14 L 575.10 FLOWLINE STA: 63+35.84 - 25' L 575.82 BACK OF SIDEWALK STA: 63+62.46 - 31.27' L STA: 64+06.20 w 51.32 L 574.73 574.21 CTR. OF SAC R.P.: 63+98.68 - 10 L STA: 63+49.20 - 14' R 574.99 FLOWLINE A/4 612 575.00 R.P.: 63+32.28 - 49 L 8 o /4 �2 575.70 575.58 R.P.: 63+35.84 - 54.5 L A = 54'41'44" STA: 64+30.82 - 37.04 L (L.P.) 573.93 ELEV. = 575.19 30 q2 574.90 R.P.: 63+49.20 - 49' R = 3. 58'S9" �7 574.91 A = 59'34'10" 3 0/4 575.46 STA: 64+40.07 N 17.14 L 574.10 A = 279 33'09" R = 35.00' R 3 0/4 STA: 63+62.46 - 31.27' L 574.82 574.73 R = 35.00 L = 36.39' STA: 63+59.91 - 37.45' L 575.34 R = 29.50 L = 28.16' STA: 64+19.62 - 26.41' R 574.46 R = 42.00' STA: 63+71.69 - 22.18' R 574.81 L = 24.42' STA: 63+71.69 - 22.18' R 574.81 L = 204.92' RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS L-In DA TE: TITLE/POSITION: _ CONFIRMED BY CITY DATE: EXPIRES, 11-07- AS -CONSTRUCTED BY APEX ENGINEERING PLLC PROJECT REF: FAC 0007 - 98 THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS. Approved By: Dote Approved: LAjw� o 0 o 0 oo�12 Z Z W m ,tic lqc 0 a 0 wLo W q s EXPIRES: 1-31--j0 031 S OP Q jQ u j N �-z � UWQ 1-w O o �o W "i �Q C., o caI W � 4 c w Q w J � U ona o m a) N h O 0 C41 .� ♦ � L0 K) O N N a LL. -3:: o �t o N a `r v � ~ d' SHEET 13 OF30 Fl-E No 25584 LAKELAND HILLS F-1 PF*50I 13 0F30 z a H J C) cn m rn rn v 6 m v C) 0 a ca) 3 v T, m Q J Cc C) Q Ln cv 0 z Q J W Q J NOTE-- F CODEJCT AIDES BE'I WEE V CfTY OF AUBURN STANDARDS AND PERCE COUNTY STANDARDS, CITY OF AUBURN STANDARDS SHALL GOVERN. GENERAL CONSTRM71ON NOTES AS REFERENCED FROM THE CITY OF AUBURN 1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE CITY OF AUBURN'S REQUIREMENTS AND SPECIFICATIONS. 2. STANDARD PLANS AND SPECIFICATIONS SHALL BE "WASHINGTON STATE DEPARTMENT OF TRANSPORTATION (WSDOT) STANDARD SPECIFICATIONS AND STANDARD PLANS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION," LATEST EDITION AS MODIFIED BY THE CITY OF AUBURN, INCLUDING AUBURN'S STANDARD DETAILS, AND DEVELOPER'S PROJECT SPECIFICATIONS. 3. THE CONTRACTOR IS REQUIRED TO HAVE A COPY OF STANDARD CONSTRUCTION NOTES, STANDARD CONSTRUCTION DETAILS AND SPECIFICATIONS AVAILABLE AT THE JOB SITE ALONG WITH THE APPROVED DEVELOPMENT PLAN. 4. A PRE -CONSTRUCTION MEETING SHALL BE REQUIRED PRIOR TO ANY ON -SITE WORK FOR ALL PUBLIC FACILITY EXTENSION PROJECTS. 5. PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR SHALL CALL ONE -CALL (1-800- 424-5555) FOR UTILITY LOCATIONS (WATER, SANITARY SEWER, STORM SEWER, GAS, POWER, TELEPHONE AND TELEVISION). 6. DURING CONSTRUCTION, THE CONTRACTOR SHALL BE REQUIRED TO CONTROL ON -SITE STORMWATER RUNOFF BY USING TEMPORARY OR PERMANENT DRAINAGE EROSION/SILTATION CONTROL PROCEDURES. 7. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE TRUE ELEVATIONS AND LOCATIONS OF ALL UNDERGROUND UTILITIES. 8. EXISTING PAVEMENT SURFACES SHALL BE SAW CUT FULL DEPTH WITH STRAIGHT, UNIFORM EDGES 12 INCHES (12") OUT FROM THE EDGE OF EXCAVATION. ALL JOINTS BETWEEN THE NEW AND ORIGINAL PAVEMENT SHALL BE POINTED WITH ASPHALT EMULSION (CSS-1). 9. TIME LIMIT RESTRICTIONS WITHIN EXISTING RIGHTS -OF -WAY WILL BE APPLICABLE AND DETERMINED AT THE PRE -CONSTRUCTION MEETING. 10. THE CONTRACTOR SHALL INSTALL, REPLACE, OR RELOCATE ALL SIGNS, AS SHOWN ON THE PLANS OR AS AFFECTED BY CONSTRUCTION, PER THE CITY'S STANDARD DETAIL NO. TRSP-1. 11. POWER, CABLE AND TELEPHONE LINES SHALL BE IN A TRENCH WITH A MINIMUM HORIZONTAL SEPARATION FROM OTHER UTILITIES (SEWER, WATER, STORM( OF FIVE FEET (5'). 12. ALL CONSTRUCTION SURVEYING FOR EXTENSIONS OF PUBLIC FACILITIES SHALL BE DONE UNDER THE DIRECTION OF A WASHINGTON LICENSED LAND SURVEYOR OR A WASHINGTON LICENSED PROFESSIONAL CIVIL ENGINEER. 13. 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. 14. CERTIFIED DRAWINGS ARE REQUIRED PRIOR TO PROJECT ACCEPTANCE. REFER TO THE CIVS "RECORD CONSTRUCTION DRAWINGS" REQUIREMENT. 15. FOR MANHOLE AND CATCH BASIN RIM ADJUSTMENT, MAXIMUM ADJUSTMENT WITH BRICK OF RIMS AND CASTINGS SHALL BE 14 INCHES (14") WITHOUT ADDING NEW SECTIONS. 16. ALL MANHOLES, CATCH BASINS, AND VALVES IN PUBLIC RIGHTS -OF -WAY OR EASEMENTS SHALL BE ADJUSTED AFTER ASPHALT PAVING, AND CONFORM TO THE CITY'S STANDARDS ADJUSTMENT DETAIL NO. STFG-1. ALL UTILITY CASTINGS OUTSIDE OF PAVED AREAS SHALL BE INSTALLED WITH A CONCRETE COLLAR AROUND THEM. 17. ALL CONNECTIONS OF SDR 21 OR 35 PVC PIPE TO MANHOLES SHALL BE MADE BY USING PVC MANHOLE ADAPTERS, OR APPROVED EQUAL. 18. THE MAXIMUM LAYING LENGTHS SHALL NOT EXCEED 12'6" FOR SDR 21 OR 35 PIPE. 19. BEDDING FOR PVC PIPE SHALL BE 5/8 INCH MINUS CRUSHED ROCK, FOUR INCHES (4") MINIMUM UNDER, TO SIX INCHES (6") MINIMUM OVER PIPE, AS PER THE CITY OF AUBURN STANDARD DETAIL NO. GEPT-3. 20. BEDDING FOR CONCRETE AND DUCTILE IRON PIPE SHALL BE 5 8 INCH MINUS CRUSHED ROCK, SIX INCHES (6") MINIMUM UNDER, TO SIX INCHES (6") MINIM M OVER THE PIPE, AS PER THE CITY OF AUBURN DETAIL NO. GEPT-2. 21. REFER TO AUBURN STANDARD TRENCH EXCAVATION AND BACKFILL DETAIL NO. GEPT- 1, GEPT--Z AND GEPT-3, FOR CONSTRUCTION PROCEDURES. 22. ALL IMPORTED PIPE TRENCH BACKFILL MATERIAL SHALL BE BANK RUN GRAVEL, FOR TRENCH BACKFILL PER SECTION 9-03.19. 23. PIPE TRENCH BACKFILL MATERIAL WITHIN THE IMPROVED RIGHT-OF-WAY SHALL BE 5/8 INCH MINUS CRUSHED ROCK WHEN CONNECTION IS PERPENDICULAR TO THE CITY STREET. 24. CONSTRUCTION OF PROPOSED IMPROVEMENTS SHALL BE IN ACCORDANCE WITH APPROVED PLANS. ANY CHANGES FORM THE APPROVED PLAN WILL REQUIRE APPROVAL FROM THE OWNER, ENGINEER AND THE CITY OF AUBURN. 25. MODIFIED R7-202 "NO PARKING THIS SIDE" SIGN SHALL BE INSTALLED ADJACENT TO ROADWAY WHERE LANDSCAPE STRIP IS BETWEEN ROADWAY AND SIDEWALK. STORM SEWER CONSTRUCTION NOTES AS REFERENCED FROM THE CITY OF AUBURN 1. THE CONTRACTOR SHALL OBTAIN ANY NECESSARY STORM LINE CONNECTION PERMITS FROM THE CITY OF AUBURN, PRIOR TO CONSTRUCTION. 2. ALL STORM DRAINS WITHIN THE DEVELOPMENT SHALL HAVE STENCILED: "DUMP NO WASTE - DRAINS TO" EITHER "STREAMS," "WETLANDS," OR "GROUNDWATER" AS APPLICABLE. GENERAL NOTE& 1. CATCH BASINS NOTED WITH SOLID LID SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF AUBURN DEPARTMENT OF PUBLIC WORKS STANDARD DETIAL SSFC-1 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-1 (EXACT LOCATION TO BE DETERMINED AT TIME OF CONSTRUCTION). 5. RESIDENTIAL DRIVEWAY MOTHS AND LOCATION SHALL BE IN ACCORDANCE WITH THE CITY OF AUBURN STANDARD DRIVEWAY WIDTH AND LOCATION DETAIL STDW-3. 6. STREET SURVEY MONUMENTS SHALL BE LOCATED AS NOTED ON PLAN AND CONSTRUCTED IN ACCORDANCE WITH THE CITY OF AUBURN DEPARTMENT OF PUBLIC WORKS POURED IN PLACE MONUMENT TYPE A MODIFIED STANDARD DETAIL STMT-1, 7. ALL PIPES SHALL BE CONSTRUCTED IN TRENCHES MEETING CITY OF AUBURN DEPARTMENT OF PUBLIC WORKS TYPICAL PIPE TRENCH STANDARD DETAIL GEP7 2. & TELECOMMUNICATION UTILITIES SHALL BE PLACED IN THE 10' UTILITY EASEMENT BEHIND ROW AS NOTED ON PLAN AND CONSTRUCTED IN ACCORDANCE WITH THE CITY OF AUBURN DEPARTMENT OF PUBLIC WORKS TELECOMMUNICATION CORRIDOR TRENCH STANDARD DETAIL GEPT-3. 9. THROUGH -CURB INLET FRAME AND GRATES SHALL BE CONSTRUCTED IN ACCORDANCE WITH KING COUNTY STANDARD DWG. NOS. 44 AND 45 OR EQUAL AS APPROVED BY ENGINEER PRIOR TO CONSTRUCTION. 10. ROCK WALLS (IF ANY) SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF AUBURN DEPARTMENT OF PUBLIC WORKS STANDARD ROCK WALL DETAIL GERW-1. 0 Q q wQ lz hw- `z ----------- -- 10' I INSTALL GE07EX71LE FABRIC PER MANUFACTURER'S RECOMMENDATIONS OVER SUITABLE NATIVE MATERIAL LAKELAND - DIV. 1, PHASE 2 and PUBLIC ROAD AND STORM NOTES / DETAILS MOMWEAST 114 OF TIC NOMWEAST 114 OF SECTION 6, TOWNSW 20 NORTH, RANGE 5 EAST, W.M,, PIERCE COUNTY, WAS * GTON If _-35\ Q i 4 NOTE: TRACT "D" IS TO BE CONSTRUCTED WITH AN r ASPHALT CONCRETE PEDESTRIAN WALKWAY CONNECTING THE CUL-DE-SAC TO TRACT "E". SEE TYPICAL \ r SECTION BELOW. 1 3 BOLLARDS 5' C-C \ ( � � LOCATED 2' BEHIND WALK � I r r 1 r 1 1 400 PER WSDOT SPS H13 %P AC-r "r1jA SEE SHEET 7 FOR DETAIL. \ TRACT "E" 47 m %i 0+00 1+00 2+00 3+00 2" CRUSHED SURFACING TOP COURSE (TRACT "A' 2" COMPACTED DEPTH ASPHALT CONCRETE PAVEMENT CLASS "B" (TRACTS "C" & "D") 4" THHICK QUARRY SPALLS g AS -CONSTRUCTED BY APEX ENGINEERING PLLC to 6 � o coo d- � OUTFALL STORM LINE a I � 111 PROFILE ALONG STORM LINE EX CB#1 t TO CB2 w }- z Lw >' � z o SCALE 1 "=20' HORIZ. 3� o A 3 00 SCALE 1"=5' VERT. IN C%4 lit- w u w u W PROPOSED FINISH GRADE wwcww °3�'`' 570 : - ------ - - --- - - ---- ---- - - ------ ----- ------ - --- ----- ---- -- --- - ---- ----- - ---- - - - --- _ EXISTING GRADE I -- _-- _-____.,_____ 1--------------------�Q II 5 LF 24"0 SD 0_ 1, 7 n I W o v-, ................. II N i I I w N .00 lu, �. CB11, TYPE 2 - 48 0 W/ SOLID LID o w I! I OVER EX. 24" R.C.P. STUB N o z 560 -" -- _ ----I----1-.. ----- - A - AL{3NG STORM -LfNE �a t84 a b t' � Tl'P 2 - 48-0 ,I c� I `` >o f ( LJ I STA = 4+94-71-1 94' LT (ROAD 1) 12•t9n.3(o, )37-42 = 1+91.96 ALONG STORM; L I l4 - W a m L J RIM = &72 $0t 5i 168 STA = 12+95.60-12.38 LT (ROAD I I.E. (SE) 24" IN = 180 % 5 (oo• �Z RIM = 1" 670.86 nw � Q EX. 38 LF ' I.E. N 6 IN = MA-20 563.11 u 24" ADS-N12 z ' I.E. (NW) 24" OUT =-56 5 bo. 9$ " _ 7 N `�' z w N 8" r N - S Go9.9 8 ; I.E. S 24" IN 582:69 S o w o z ca ® 1.54% ,,, N I.E. N 24 OUT - �:6'9 ,56Z•,76 N- c� _, _ , ti ex 30 �F STA 0+49 - R.O.W. LINE w ,o vi 0j �8 29" 0 RcP EVERGREEN WAY S.E. _ cq Z @ �$ OTO ii N o of CD. r h N L Lr) En ww 0+00 1+00 2+00 �P4F H ASH'F5 Q ti Q 34858 <v� SIaNALRE���� EXPIRES, 11-07� NOTE: TRACT "D" IS TO BE CONSTRUCTED WITH AN ASPHALT CONCRETE PEDESTRIAN WALKWAY CONNECTING THE CUL-DE-SAC TO TRACT "E". SEE TYPICAL SECTION ON SHEET 14. NOTE. STORM DRAINAGE CONVEYANCE PIPE CALLED OUT AS S.D. SHALL BE ONE OF THE FOLLOWING MATERIALS: PVC, SOR 35 CONCRETE, ASTM C-14 (12"0) ASTM C-76 (>12"0) IPEX, ULTRA - RIB RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS BY. DATE: TITLE/POSITION: CONFIRMED BY CITY DATE: PROJECT REF: FAC 0007 - 98 .10/1s/yy OX- THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS. Approved By. Date Approved: 0 /S 0 ui Z 0 00 to Q U < w o95,§o( V m Z Y ir 0 0 wl Z a U w2 IL. DATE SEALED _Lb " 0. 4i vi t �i w ck� 4; cl� cj� c� co o 0 0 ti ti ti W 0 0 U U � ti W m m o Q ¢ � Q o W Z cr - 4 4 a q � W EXPIRES; 1-31- O 5 o-na oo im C\1hO ♦ �- to ot I -t- �_ 00 0� _ .. � Q' n . _ �n Ln t7 p N C C �.. �L d 0 N 46 od `t v 1 \ Ln Ln N SHEET 14 OF30 R-E No 25584 LAKELAND HILLS H SO I ►4 of 3,) OSDlB&03 4 H J C7 En rn rn 41 m .o Cn / m a , J a rr rr 0 OD C LC) / 0 z a J W Y Q J NOTE. F CONFLICT AFi1 M BE I WYEEIN CRY OF AUBURN STANDARDS AND LAKELAND- PHASE 2 and P� TY COUNSTANDAFM P0iQ=_ COUMY STANDARDS SHALL N, CXYiW 1 sTAn M EROSIONS c.� MMM PUBLIC ROAD AND STORM NOTES / DETALS GRADM AND ERo ON NOTES NoffnASr 114 of TIE wv?THEAsr im of 'sEcwN 6 row aw 20 AIOR H, awniOL NOTES 1. ON -SITE EROSION CONTROL MEASURES SHALL BE THE RESPONSIBILITY OF 5 EAST WA4 PIERCE COUNTY WASHNVGTON AS REFERENCED FROM THE CITY OF AUBURN � '' � THE DEVELOPER. ANY PROBLEMS OCCURRING BEFORE FINAL ACCEPTANCE OF 1. WITHIN THE CITY OF AUBURN, ALL REQUIRED RETENTION OF DETENTION, THE STORM SYSTEM BY THE MUNICIPALITY SHALL BE CORRECTED BY THE SEDIMOPERATION, PRIOR T 0 LAND CLEARINEROSION G AND/OR OTHER CONSTRUCTION ACTIVITIESFACILITIES MUST BE CONSTRUCTED AND , TO APPLICANT AND/OR THE CONTRACTOR. INSURE THAT SEDIMENT LADEN WATER AND STORM DRAINAGE RUNOFF DOES NOT IMPACT THE ADJACENT PROPERTIES OR THE NATURAL DRAINAGE WAYS. 2. IN CASE EROSION OR SEDIMENTATION OCCURS TO ADJACENT PROPERTY, ALL TRASH RACK 2. THE DETENTION SEDIMENTATION (RETENTION IF INFILTRA7ION SYSTEM IS USED) AND CONSTRUCTION WORK WITHIN THE DEVELOPMENT THAT WILL AGGRAVATE EROSION CONTROL FACILITIES DEPICTED ON THE APPROVED DRAWINGS ARE INTENDED THE SITUATION MUST CEASE AND THE APPLICANT/CONTRACTOR SHALL PROVIDE ADEQUATE TO BE MINIMUM REQUIREMENTS TO MEET ANTICIPATED SITE CONDITIONS, ADDITIONAL DRAINAGE AND EROSION CONTROL FACILITIES MAY BE REQUIRED AS SITUATIONS IMMEDIATELY COMMENCE RESTORATION OR MITIGATION MEASURES. POLYETHYLENE CAP STRAPPING WARRANT DURING CONSTRUCTION. THE IMPLEMENTATION, MAINTENANCE, RESTORATION ACTIVITY SHALL CONTINUE UNTIL SUCH TIME AS THE PROBLEM REPLACEMENT AND ADDITIONS TO THESE CONTROL SYSTEMS SHALL BE THE IS RECTIFIED. /T7\ ELEV. = 570.00 RESPONSIBILITY OF THE PERMITTEE. 3. THE DETENTION (RETENTION IF INFILTRATION SYSTEM IS USED) CONTROL POND SHALL 3. ALL EROSION AND SEDIMENTATION CONTROL DEVICES SHOWN ON THIS REMAIN IN PLACE UNTIL THE PERMANENT STORM SYSTEM IS IN PLACE AND OPERATIONAL. DRAWING SHALL BE INSTALLED PRIOR TO OR AT THE FIRST STAGE OF SITE 4. THE TEMPORARY EROSION CONTROL FACILITIES, INCLUDING ALL PERIMETER PREPARATION. CONTROLS, SHALL REMAIN IN PLACE UNTIL FINAL SITE CONSTRUCTION IS COMPLETED PERFORATED POLYETHYLENE AND APPROVAL HAS BEEN RECEIVED FROM THE CITY. DRAINAGE TUBING, 8" DIAMETER CORRUGATED 5. DENUDED AREAS AND SOIL STOCKPILES MUST BE STABILIZED TO THE FOLLOWING 4. SHOULD THE TEMPORARY EROSION AND SEDIMENTATION CONTROL TUBING SHALL COMPLY METAL RISER SCHEDULE: MEASURES, AS SHOWN ON THIS DRAWING, NOT PROVE ADEQUATE TO CONTROL WITH ASTM F667 AND ARE EROSION AND SEDIMENTATION, THE APPLICANT/CONTRACTOR SHALL INSTALL AASHTO M294. FROM A1 TO OCT08ER 31, AL DENUDED AREAS A7 FINAL GRAD AND ALL EXPOSED ADDITIONAL FACILITIES AS NECESSARY TO PROTECT ADJACENT PROPERTIES, AREAS THAT ARE 6.0' SCHEDULED TO REMAIN UNWORKED FOR MORE THAN 30 DAYS SHALL BE STABILIZED SENSITIVE AREAS, NATURAL WATER COURSES, AND/OR STORM DRAINAGE WITHIN 10 DAYS, SYSTEMS. WATERTIGHT FROM NOVEMBER 1 TO MARCH 31, ALL EXPOSED SOILS AT FINAL GRADE SHALL BE COUPLING DEWATERING ORIFICE, SCHEDULE TACK WELD 40 STEEL STUB MIN, 2.95"0 STABILIZED 5. IN ANY AREA WHICH HAS BEEN STRIPPED OF VEGETATION OR EXPERIENCED IMMEDIATELY USING PERMANENT OR TEMPORARY MEASURES, EXPOSED SOILS WITH AN AREA LAND DISTURBING ACTIVATES AND WHERE NO FURTHER WORK IN ANTICIPATED GREATER THAN 5,000 SQUARE FEET THAT ARE SCHEDULED TO REMAIN UNWORKED FOR FOR A PERIOD EXCEEDING THE LISTED CRITERIA, ALL DISTURBED AREAS MUST SEE POND OUTLET DETAIL MORE THAN BE IMMEDIATELY STABILIZED WITH MULCHING GRASS PLANTING OR OTHER 24 HOURS AND EXPOSED AREA OF LESS THAN 5,000 SQUARE FEET THAT WILL REMAIN � � SHEET 16 UNW ORKED APPROVED EROSION CONTROL TREATMENT APPLICABLE TO THE TIME OF YEAR ELEV. = 565.00 12"0 TO CB 1 FOR MORE THAN 7 DAYS SHALL BE STABILIZED IMMEDIATELY. IN QUESTION. GRASS SEEDING ALONE WILL BE ACCEPTABLE ONLY DURING THE # MONTHS OF APRIL THROUGH SEPTEMBER, INCLUSIVE. SEEDING MAY PROCEED, ELEV. = 563.50 15 3 \/��/\�/1\ HOWEVER, WHENEVER IT IS IN THE INTEREST OF THE APPLICANT/CONTRACTOR, BUT MUST BE AUGMENTED WITH MULCHING, NETTING, OR OTHER TREATMENT. �X/ 1X 1/1 18" MIN. ALTERNATIVELY, METAL STAKES 6. THE PROJECT ENGINEER OR PROJECT SURVEYOR WILL BE RESPONSIBLE FOR AND WIRE MAY BE USED TO WETLAND SEED MIX FOR WET TO DRY SEASONAL FLUCTUATIONS FIELD LOCATING THE CLEARING LIMITS AND ESTABLISHING THOSE CONCRETE BASE PREVENT FLOTATION BOUNDARIES WITH BRIGHT COLORED FLAGGING. THE CONTRACTOR SHALL MATERIAL q BY WEIGHT % PURITY q GERMINATION creeping bent grass 209 909� 90q Aarostis stolonifero birds foot trefoil 157. 907 90% Lotus corniculatus red fescue Festuca rubra 209 909� 90% meadow fox tail 157. 909 907 Alopecurus protensis rough stalk bluegrass 209' 809 80q Poo triviolis perennial ryegrass Lolium perenne 107. 909. 907. 100q mix by weight PERCENTAGES CAN BE CHANGED OR SPECIES ELIMINATED IF DESIRED. GRASS SEED PLAAING MIX :i CLEAR TO THE LIMITS AS ESTABLISHED ON THIS PLAN AND AS FLAGGED IN THE FIELD. FOR SEDIMENT POND I ) MAINTENANCE STANDARDS. 1. SEDIMENT SHALL BE REMOVED SECTION REFER TO STD. I 2X RISER DIA. MIN. --- FROM THE POND WHEN IT 7. THE MUNICIPALITY SHALL BE RESPONSIBLE FOR THE INSPECTION AND DETAIL M-05-1C.DWG REACHES 1' IN DEPTH. ACCEPTANCE OF ALL CLEARING AND GRADING WORK AND EROSION AND RISER DETAIL POND A TO THE 2 ANY ri SEDIMENTATION CONTROL FACILITIES. THE APPLICANT AND/OR CONTRACTOR EMBANKMEN OR SLOPES SHALL NOTIFY THE MUNICIPALITY FORTY-EIGHT HOURS IN ADVANCE OF EACH PIERCE COUNTY STD. #M-05-2C.DWG SHALL BE REPAIRED. REQUIRED EROSION AND SEDIMENT CONTROL INSPECTION. NOT TO SCALE INSPECTION NO. 1 - INSTALLATION OF EROSION CONTROL FACILITIES/PRIOR TO CLEARING INSPECTION NO. 2 - COMPLETION OF CLEARING INSPECTION NO. 3 - UPON COMPLETION OF EXCAVATION, FILLING, AND EARTHWORK INSPECTON NO. 4 - COMPLETION OF PROJECT INSPECTION NO. 5 - AS NEEDED TO DETERMINE COMPLIANCE WITH APPROVED PLANS AND/OR SPECIFICATIONS. (DOES NOT REQUIRE ADVANCE NOTICE.) , 12" STAPLES OR WIRE RINGS (TYPICAL) 8. All WORK ASSOCIATED WITH STABILIZING THE DISTURBED AREAS SHALL BE �- FILTER FABRIC MATERIAL - MARIFI IN ACCORDANCE WITH THE MUNICIPALITY STORMWATER MANAGEMENT MANUAL. FILTER FABRIC MATERIAL 100x OR EQUAL. 9. ALL NECESSARY FACILITIES SHALL BE MAINTAINED ON SITE TO PREVENT 2"x2"x14 GA. W.W.F. 2"x4" DOUG FIR 0 4' 0. C. DEBRIS, DUST, AND MUD FROM ACCUMULATING ON THE PUBLIC RIGHT-OF-WAY. 2"x4" DOUG FIR OR EQUAL _ STRAW BALE DETAIL N. T. S. TOP OF BERM ELEV. = 566.00 3 6' ELEV. = 565.00 3 1� 1' (MIN.) THICKNESS RIP RAP 4" - 8" QUARRY SPALLS OVERFLOW SPILLWAY DETAIL (POND C) N.T.S. 1" - 1 1/2" WA ROCK OR PEA G 6"x6" TRENCH 2" EXCESS OVER NOTES. TYPICAL CROSS-SECRON 1. PLACE 1' OF 314" - 1 112" WASHED ROCK OR PEA GRAVEL ON BOTH SIDES OF FENCE TO CREATE A BEVEL SHAPE. 2. FABRIC SHALL COVER BOTTOM OF 6" X 6" TRENCH AND EXTEND BEYOND THE LIMITS OF THE GRAVEL IN ORDER TO MAINTAIN AN EXCESS OVERLAP OF 2" MINIMUM AS SHOWN IN TYPICAL CROSS-SECTION. SILTATION 18"MIN. 3/4"-3" GAVEL (12" MIN. DEPTH) RUNOFF WATER] �� m WITH SEDIMENT p : WATERED ti.. WIRE MESH WITH FILTER FABRIC ON TOP CB 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. INLET PROTECTION N. T. S. 2"x2"x14 GA. WELDED WIRE FABRIC OR EQUAL ................... ................... .................. .................. ................. ................ ................ ............... ............... .............. ............. ,.....OWNS■ ONAMON 3k 17 -;- -00 1 RISER DETAIL POND C 2, ANY DAMAGE TO THE EMBANKMENT OR SLOPE PO PIERCE COUNTY STD. #M-05-2C.DWG SHALL BE REPAIRED. NOT TO SCALE r 8" THICK, 4" TO 6" QUARRY SPALLS L *L = 100' ("C" SOILS) 1. 0 -/7jr H, E 1✓_ /,��. EXPIRES+ 11-07-077- L = 50' FOR "A" & "B" SOILS * L = 100' FOR "CA & "0" SOILS =� NOTES: \ 1. CONTRACTOR IS RESPONSIBLE FOR MAINTAINING AND ELEVA RON 6" X 6" TRENCH CLEANING THE APPROACH ON A REGULAR BASIS. AIL 2 IF DIRE �D BY THEUST BE INSPECTOR ADDITIONAL QUARRY J. THE CONSTRUCTION APPROACH MUST BE LOCATED AT THE PERMANENT APPROACH LOCATION. STABILIZED CONSTRUCT ON ENTRANCE N. T. S. TEMPORARY SWALE AS NECESSARUY TO CONVEY SURFACE WATER TO TESC PONDS. SLOPE 0.005 FT/FT MIN UNLESS OTHERWISE NOTED. i� 3 TYP TEMPORARY SWALE NOT TO SCALE MAINTENANCE STANDARDS: 0 1. ANY SEDIMENT DEPOSITION OF MORE THAN 0.5 FEET SHALL BE REMOVED z SO THAT THE CHANNEL IS RESTORED TO ITS ORIGINAL DESIGN CAPACITY. g 2. IF THE CHANNEL CAPACITY IS INSUFFICIENT FOR THE DESIGN STORM, IT e N 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 CONSERVATIVE STANDARD. // //�/ Nl//> 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 RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS BY: DATE: TITLE/POSITION: CONFIRMED BY CITY DATE: PROJECT REF: FAC 0007 - 98 %/44-19r AY THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS. Approved By. Date Approved: h0o (6 0 LO LO 4.i 4.i Q oc --� -> a C) 4 w OV U m m Q ►Q � W o � tam O p 3 W f- � E ; d a a � a O C1 p Q 5 5 5 5 DATE SEALED EXPIRES, 1-31- ZYV C 94 c1 �V Ucri ° W� �Q° °Q� 0 Z AW 0LU cz: co aCNW I U J N �I I m L-Li W CL U OTT a o) o) C or-0 " !! , Ic,II r I km 10 �S, M •� 8 N quI SHEET 15 OF30 F:LE No 25584 LAKELAND HILLS 05 Z H * SOW 1S of 3o 575 570 565 LAKELAND- DIV,. 1, PHASE 2 and 3 PUBLIC ROAD AND STORM NOTES / DETAILS N01i7}E4BT 1/4 OF ThE NOfihE48I 1/4 OF BECTpN 8, TOWN9hP 20 NOAl1'4 HANG 5 EABI, WA1, FIERCE COUNTY, WA&MMCiTON 572 25 R. O TOP OF R SER = 570.00 EMERGENCY lqr OVERFLOW = 571.00-` -- ,, -- - -- - - - - - - -- EXISTING GRAX 1.5 lfi NT -- - --- - 565A0 S AGE 2 �5.5p- - - -- - --- - -- --- - -- - --- - - - POND A CROSS SECTION A -A SCALE I "= 40' HORIZ 1 "= 5' VER T 575 570 565 555 EMERGENCY OVERFLOW CATCH BASIN 48"0 W/ DEBRIS CAGE (CB 11) IE (NW) 24" OUT = 561.92 a IE (NE) 12 IN = 562.92 (TEMPORARY) W I� RISER PIPE 6' MIN. WIDTH (PRINCIPAL SPILLWAY) o OPEN AT TOP WITH ELEV. = 571.00 `r TRASH RACK ELEV. = 572.00 ELEV. _ - - =_ - DEWATERING DEVICE 570.00 _ — - - -- - 3 SEE RISER DETAIL = _�- Z -_ --- - - - - -- 2 MAX. �\ Ll - --_-= T--_ -_-----=-�_-- - ELEV. = 563.50 ._ 12" //% /A //. ///,�///,�/ ///,�///,�// / L - - -r+7�777 EXIST. 24"0 DEWATERING " %\\//�F��//�/'/\\%/WIRE-BACKED SILT FENCE, ORIFICE /\//�\�\ FILTER FABRIC FENCE, OR\ EQUIVALENT DIVIDER FOR RISER DETAIL CONCRETE BASE DISCHARGE TO REFER TO STD. (SEE RISER DETAIL) CONVEYANCE DETAIL M-05-2C.DWG I.E.= 565.00 SEDIMENT PCVD OUTLET - POND A PIERCE COUNTY STD.f-05-IC.DWG NOT TO SCALE PROPERTY LINE 570 570 565 565 560 560 P M C CROSS SECTION A -A SCALE 1 "= 40' HORIZ 1 "= 5' VERT 3 w �I w EMBANKMENT COMPACTED 95X PERVIOUS MATERIALS SUCH AS GRAVEL OR CLEAN SAND SHALL NOT BE USED.-!--_._ CB#1 ISTOBE USED AS AN EMERGENCY OVERFLOW DURING CONSTRUCTION. UPON FILLING OF THE SEDIMENT POND, RISER PIPE AND DEBRIS CAGE ARE TO BE REMOVED AND RIM BROUGHT TO FINAL GRADE. 575 570 565 555 572.00 - - — --- ---- - ---- ----- EMERGEHCY DWRFLOW = 571.00 ---- 25 YR. 0 TOP OF R! _117 3 - --- -r_ T� — - ----91, ------ --- -- -- - --- 565. ---_-_ ---- -_ - _�. �._ -_ .�- POND A CROSS SEC7XV SCALE I "= 20' HORIZ 1 "= 5' VERT 575 570 565 560 ----- - EMERGENCY 0 RFLOW = 565.00 _ - 25 YR. ® TOP Or RISER = 564.00 -----'�-�\. - EXISTING GO -- � x ---- - - 1 1. 5' 558. 0 -- STORA 28.5' 35' POND C CROSS SEC770N B-B SCALE 1 "= 40' HORIZ 1 "= 5' VERT 575 570 565 560 555 EMERGENCY OVERFLOW SPILLWAY( SEE DETAIL SHT. 15) RISER PIPE (PRINCIPAL SPILLWAY) 1.0 MIN' 6' MIN. WIDTH OPEN A T TOP WI TH TRASH RACK ELEV. = 566.00 RIP RAP SPILLWAY ELEV. DEWATERING DEVICE 564.00 EMBANKMENT COMPACTED 951%. 3 (SEE RISER DETAIL) _ _-_ __ PERVIOUS MATERIALS SUCH AS GRAVEL OR CLEAN SAND SHALL 3 MAX. _- _ � � y � _ _ i - 2 MAX. NOT BE USED. ------------ ----------- -_ - - -_ `-ELEV. = 556.50 77 12" DEWATERING WIRE -BACKED SILT FENCE, ORIFICE - FILTER FABRIC FENCE, OR EQUIVALENT DIVIDER FOR RISER DETAIL CONCRETE BASE DISCHARGE TO MPORARY CATCH BASIN REFER TO STD. (SEE RISER DETAIL) OR EXISTING STUB AS REQUIRED DETAIL M-05-2C.DWG I.E.= 558.00 (I.E.= 5571) SEDIMENT MND OUTLET - POND C PIERCE COUNTY STD. ,�M-05-IC.DWG NOT TO SCALE RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS BY. DATE. TITLE/POSITION: _ CONFIRMED BY CITY DA TE: 575 570 565 560 EXPIRESa 11-07—r 1 /3n p� AS —CONSTRUCTED BY APEX ENGINEERING PLLC PROJECT REF: FAC 0007 - 98 io/1s/fe4,w THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS. Approved By .Piro Date Approved: V Z lU >. 0 O ft Q Z Q U 7 a. DATE SEALED 16 - cj� 0� N rh O O O O o �o U U � I-- W m m Q Q � O O o a a a 11- M N "- EXPIRES- 1-31— 50 C W 0 Q F. J O.LU N d. Z Q�Q� 0 —0 co u- �' a � ac o a� wN Q ? w IL .J w J U C14r-0 .� �0� -00 _ 4° W) 0O N _1 i 0Lx (1)) U) L, a O d- 00) O U M t0 r N SHEET OF3o F:.E NO 25584 LAKELAND HILLS CXTD /aS03 PF Sol 14 of 3c) EX. C.#16 EX. C M44 EX. COW LAKELAND DIV. 1, PHASE �2 and 3 COMPOSME UnUff PLAN MRMMST 114 OF •- m, OF •A TOWPOIri AKVUK -A• 5 EAST,REFICE COUNTY,r • �= 4 i GRAPHIC SCALE 60 0 .30 w 120 ( IN FEET ) 1 inch = 60 it. (Z -to-co AS -CONSTRUCTED BY APEX ENGINEERING PLLC PROPOSED SIDEWALK PROPOSED ASPHALTICPAVEMENT PROPOSED CENTERLINE PROPOSED EASEMENT PROPOSED FLOKINE PROPOSED ROOF DRAIN E)OSIIING STOWDRAIN BASINENSTING CATCH EXISTING SAMTARY ,E MANHOLE PROPOSED CATCH BASIN PROPOSED DRAIN TYPE H CATCH BASIN PROPOSED SAMTARY SEWER MANHOLE PROPOSED ROOF DRAIN CLEAN OUT PROPOSED TEE PROPOSED O S HORIZONTAL PROPOSED AIR RELEASE PROPOSED FIRE HYDRANT PROPOSED ! I� EXPIRES+ 11-07 rr9. LOCATION OF DRIVEWAY_ CUTS ARE APPROXIMATE � ONLY SH00 FOR THE PERMITTING PROCESS. EXACT LOCATION OF DRIVEWAY CUTS MALL BE DETERMINED AT TIME OF CONSTRUCTION. NOTE: STORM DRAINAGE CONVEYANCE PIPE CALLED OUT AS S.D. SHALL BE ONE OF THE FOLLOVANG MATERIALS. PVC, SDR 35 CONCRETE, ASTM C-14 (12" 0) ASTM C-76 (>12"0) IPEX, ULTRA - RIB F REF: FAC 0007 - 98irNS ARE APPROVED FOR CONFORMANCE MTHN AUI'S ENGINEERING DIVISION REQUIREMENTS. • �.Ir/`f Approved By: --� Date Approved:Jr or s_ S RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS &I" DATE: TI TLE/POSI TION: CONFIRMED BY CITY DATE. MI Y 0 vi LAi 4.; 4.i LAi Cie Q� z � w � W COWL .V n N �- EXPIRES- 1-31— 2 5 OTW O h 31C N�o .� 0) re) ��4 . o0 °f 41 M .... 0 N i a' 0< a� N � o pM RN SHEET .17 OIL I" NO �tataMD HIUS OSD19T3 PF "Sn1 1-1 of 30 9 CD rn m ti cn cn m ZD Q I F— J / Y Q O 3 V co LO LC) CU / 0 Q Lu Y Q H P "r ' So 1 13 or 5 ". 1 AKFVAND- DIV 1 PHASE 2 and 3 kI W 00 a c E A O z � o F� U U N F-. W Z. m Z:) C2,13 O U e Lu a a Q j w W W W EXPIRES 1-31- Q ` , C � �W8N a_e� vWcc LU QQ p , Q w u Q C4 o �- UJ QQg w w Q w a, J J U o„.i m o) cm Nod " i'- O 0 C41o'11) p N C -C iiJ� o -C Q o d- N 6 ) 4 O V � � d SHEET 18 OF30 FILE NO 255" LAKELAND HILLS 0 Cr w m L1J 3 m m cv Cu U 0 3.1 TD ti 00 Cn En i rT- d Y 0 v m L0 LL) CU 0 Z Q LLI Y J 9 GRAPHIC SCALE 20 0 10 20 40 ( IN FEET ) 1 inch = 20 ft. i I LAKELAND- DIV. 1, PHASE 2 and 3 Ex. Raw SANITARY SEWER AND WATER - ROAD 1 fla"+ F�LE°i P`ER°cc°cap"n AMTHEAST 114 OF THE NORTHEAST 114 OF SECTION 6, TOWNSHIP 20 AKWTH, RANGE 5 EAST, W.M., PLERCE COUNTY, WASHINGTON �. TA. 16+55.666� WATER CONSTRUCTION NOTES CONTRACTOR SHALL VERIFY LOCATION, IE'S, AND FITTINGS REQUIRED PRIOR TO CONSTRUCTION. QCONTRACTOR ALSO TO NOTIFY ENGINEER OF ANY DISCREPANCIES AND COORDINATE WITH CITY FOR ANY ADJUSTMENTS. SALVAGE ALL FITTINGS AND APPURTENANCES, IN GOOD CONDITION, TO CITY. 1-8"x 6" TEE (MJxFL) ®1-6- GATE VALVE (FLxMJ) 1-6 F.H. ASSY. THRUST BLOCKING 5Q1- AIR/VAC RELIEF�(MJ) BLY ✓ELD LOCA7E ATf//9 �all`-AIN 1 1-8 22 1 2' BEND ® THRUST BLOCKING 1 `8 1-8" 11 1/4' BEND (MJ) THRUST BLOCKING REMOVE EX. CAP AND BLOW OFF ASSY. CONNECT TO EXISTING 8" GATE VALVE 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. 201 p4STALL 1f $AG aCF�..ow PRsus" rloµ A.ss"lwl Aav Y, T-wP&;zb'I 8L.0w0F:r- 15swK%Ly FSX l>ETAI 514*0T Z41, GINAL Co &)F 1 CCU "-noA 5"i- - $IE 175.00' VC L L-0 -06 HIGH POINT EM EV = 571.54 O HIGH POINT STA = 13+46.72� A _— — _ — __ _ - - - - --- __ 580;---- — -- --- --- ------ --- - — 562' 8 -POINT-- _ PVC STIR f4+00 T — — -- -- tOW-58t�3- —; PVI ELEV 572.24 PVI ELEV = LOW POINT STA = 16+86.07 A.D. - -5.11 A D. = 1.11 PW STA = 16+86.08 LO .� K = 44.85 PVI ELEV = 561.15Cn�1E co + � 50 00 1+4C A.D.6.00 .. — -- ---- - , c7) PROPOSED FINISH GRADE 0 CENTERIE L�VC_. 0Z 0 , 1/31/ +� ' EXISTING GRADE ALONG CENTERLINE "' o AS=CONSTRUCTED BY u-) N o o N APEX ENGINEERING PLLC Cm 5701 -- ---- - i — — - _ —r G"� 42 IN. (TYR)CID .- ywr+l Lin 8" DIP Lij _4 j �' 1�4J ------_—.. -- ----. .._ - --- -- --- ---- .-_. ----- - _._ _ --- -- --- -- - -- - ------ --- - ------ - ---- - - Lai CL : 1' MIN. CLEARANCE : : DEFLECT AS NECESSARY 560 T SSMH 1 1 1 - 48 a —I � - 5 0-56 - I I -1 I + RIM 66 662 Do— " 103 tF 8"0 PVC ®-EY393; p. 951� W) _ I.E. 8 IN 8 563.o S. L 1� " I.E.ENE 8- OUT 88 _ _, .. �" __ _... . i : e3 LF a"�r P PYC MR35 •'� I I D/ ------- ----cry �. aoLO � ClItQ; V tp i > } Gl Lf7 L1 LC� cp j .. _ .., Ltd > -- a .: _ - - `"' - - . In- - --- -- - - --- _ ----------.._ - -----.----- ----- - - -- - - • 550 -- - _._._cL - - 11- - - - -- r u Ln -� ---- --- -- L SSMH 151 57 TYPE 1 - 48"� t► ° Z _ _ �z z a � � z a II II Z Q <C II II cwii p (~ri : a M N a :RIM = 7 571.06 3 6 �' '- ® ® ko Q °' c > o w + �+ 1I.E. r�)8s;f 6IN - 551.31�``� .7PT`�' '¢' o + Q'`` Q XSSMH 1510- TYPE - 48"0 w w ® LE. !N = 55t'1 > z z ® •r _ +09. - 5. T a w `_ rn _ ., I uj STA 7, _ rl - > LE OUT 58�:4"t . A? z _ __ ¢ _ a- _ _ o >z S�'_ .,...._cn. - _ _ ti z ti > -Ln o co Q RIM 561.94 w N1Sth N - f Ln it Q .E. (SW) _ '55�.7�i �a''c� 3 0 ! IN .g tY? LLB Ln II X' <C ¢ II � La i Ln STA 13+50 to STA 16+6515 ^ W ,� Q II + > `> + F.. `�' SCALE: 1" = 20' HCRIZ. w ^ �`' ``' tl w II w Q L4j w II i N J(a1 OG ►'7 CU ^ C4 O g N N 00 CYJ O � "ty �_� A paa6 p� pj�I r N ^ rjCR N `t ph LOLO tO :C! t ) t0 Ln !Q r) LO �j lCQ LCQ LID 18+00 14+00 15+00 16+uu O 570 560 550 0 of W� cc Z 5 N o R N w w V 8�� U aL]mu�In8 1� 8 m \ Q z 65 �1 vi vi w w 0� cj� -� ti o o\ L N C Lw j Z, w U q q O e v, it ES v` c •4 � Q Q a o /O -/i! _ - DOTE AFALED EXPIRES- 11-07- k NOTE: ALL SANITARY SEWER PIPE OVER 15 FEET DEEP SHALL BE BEDDED WITH A MINIMUM OF 6" PEA GRAVEL UNDER AND 6" MINIMUM OVER THE PIPE. SIDE SEWERS CONNECTING TO DEEP MANHOLES SHALL ALSO BE BEDDED IN PEA GRAVEL TO THE PROPERTY LINE. CITY INSPECTOR SHALL OBSERVE THE INSTALLATION. NOTE: TYPICAL LOCATION FOR HYDRANTS, BLOWOFFS, AND AIR/VACS SHALL BE 2 FT. BEHIND WALK WHERE WALK IS ADJACENT TO CURB AND 3 FT. BEHIND CURB WHERE WALK IS BEHIND PLANTER STRIP. FOR TYPICAL WATER METER SIZE AND LOCATIONS, SEE DETAIL ON SHEET 29. RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS BY: DATE: TITLE/POSITION: CONFIRMED BY CITY FOR WATER ONLY 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 CITY E INEER DATE PROJECT REF. FAC 0007 - 98 I%s"/fy`Y THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS. Approved By:>`-Y'--- Date Approved; «�5$ EXPIRES, 1-314040 - Qi cc �i Ct1 Lu N ZCO OZR ° U � .Q ft •.= LI � z Q CC � JNJ ® W QQO � i WHO w Q w CL ,J U ana a c» rn ON h O C ... °? a') PO 00 '� 0� .- l C L0 1 .,5 o Q w 0 Li o '1,- 10 E otN '- U 1 SHEET 19 OF-30 R-E NO _ 25584 LAKELAND HILLS to U") N F- P F I� 601 1 °) OF 10 GRAPHIC SCALE 20 0 10 20 40 ( IN FEET ) i inch = 20 ft. EX. ROAD REFER TO APPROVED PLANS ON FILE w/ PIERCE COUNTY � R I I I I � t I i I li I I I i I I � I I I I I I II I I I I I � I I I ® STA. 0+4 (8.1L I I a I ` I I � I f l EX. ROAD REFER TO APPROVED PLANS ON FILE w/ PIERCE COUNTY 590 , - -------------------..------ A II I I II II II II Il II II II NOTE: ALL SANITARY SEWER PIPE OVER 15 FEET DEEP SHALL BE BEDDED WITH A MINIMUM OF 6" PEA GRAVEL UNDER AND 6" MINIMUM OVER THE PIPE. SIDE SEWERS CONNECTING TO DEEP MANHOLES SHALL ALSO BE BEDDED IN PEA GRAVEL TO THE PROPERTY LINE. CITY INSPECTOR SHALL OBSERVE TUC' IKICTAI I A 77AM LAKELAND - DIVe 1. PHASE 2 and 3 KEY MAP SANITARY SEWER AND WATEFR — ROAD 2 WKWAST 114 OF THE NO 7HFAST 114 OF SECTION 6, TOWNfW 201 C HI FUUVW 5 EAST; W,M,I PERU COUN lI WASHWT STA. 24+18.54 (6.43' LT) ROAD 1 SEE SHT 18 FOR CONTINUATION SEE SH T 25 FOR CONTINUATION f 5 (06.25 / � B 12 ST °+fie 30 LF 6 0\PVC INV. = %dfo& 567.95 � 13 , 6 o I 6 ! 'VC Z, 5�3 N z SSMH # 1510 - 60 N. T. S. WATT CONSTRUCTION NOTES CONTRACTOR SHALL VERIFY LOCATION, IE'S, AND FITTINGS REQUIRED PRIOR TO CONSTRUCTION. QCONTRACTOR ALSO TO NOTIFY ENGINEER OF ANY DISCREPANCIES AND COORDINATE WITH CITY FOR ANY ADJUSTMENTS. SALVAGE ALL FITTINGS AND APPURTENANCES, IN GOOD CONDITION, TO CITY. 1-8"x 6" TEE (MJxFL) 1-6" GATE VALVE (FLxMJ) ®1-6" F.H. ASSY. THRUST BLOCKING 1-8" x 8" TEE (FL) 2-8" GATE VALVE (FLxMJ) 1-8" ADAPTER (FLxMJ) THRUST BLOCKING 1-8" 22 1/2' BEND (MJ) THRUST BLOCKING THRUST BLOC INGO (MJ) REMOVE EX. CAP AND BLOW OFF ASSY. CONNECT TO EXISTING MAIN WITH 1-12"X8" REDUCER 1-8" GATE VALVE (MJxMJ) 4 21 INSTA►�L Te.'1PoRARY BAy[FLoW P PREVwT►ofl ASISGMBLy AND 4" "IMEW Tt--MQOR.hVj '3LowoFF A66EMb`f ��i� WA4-1 Put p*-AILS SµsZr 24I 'rC-�T1�1C� r-o�JFIGuRPtT1�1 SµAu- N Cot�hIEGT 'i0 paw I2lAFj11 34858 w� RE,�UG�cf2.. �OI.IdL c.oNFICa- fj ISTER��yC�12 uRATtoI.l SNAtL g� �2 L1NAL EXPIRES= 11-07-��� 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: TYPICAL LOCATION FOR HYDRANTS, BLOWOFFS, AND AIR/VACS SHALL BE 2 FT. BEHIND WALK WHERE WALK IS ADJACENT TO CURB AND 3 FT. BEHIND CURB WHERE WALK IS BEHIND PLANTER STRIP. FOR TYPICAL WATER METER SIZE AND LOCATIONS, SEE DETAIL ON SHEET 29. 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 CITY E INEER DATE RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS BY. DA TE: TITLE/POSITION: _ CONFIRMED BY CITY DATE: F REF: FAC0007 - 98 /%r/forY NS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS. Approved By: S' Date Approved: LIS%�v r vi w.i Q� vi 4i ck� ►.,i t - �.i ~� ., .«. W 4Q ZE iz W � s VfiTE WALM L EXPIRES+ 1-31-: �� NIZN w ( gj� Q W Q � o�Q w N 'N� �q Y�� 1 cc coQ C EC4 w QQ � J � w 'Q 0 -' aw o-nd S h m C o C u)°'� r7 o N C xa o IE N LL- 3 o �r o U Nj \ f� «O N SHEET 20 0F30 FLE No 25584 LAKELAND HILLS 20+00 21+00 22+00 23+00 24+00 PFr, Sol Zo or SL) 3 GRAPHIC SCALE 20 0 10 20 40 { IN FEET } 1 inch = 20 ft. LAKELAND - DIV. 1, PHASE 2 and 3 SANITARY SEWER AND WATER - ROAD 2 NORT}FA3T 1/4 OF THE NORTIiFAST 1/4 OF SIFC77ON 6, TOWNS 20 NORT'H, RANQE 5 EAST; W.M., PIERCE COUNTY, WASHIIYGTON 39 LF 6" 0 PVC LN_ ,��0 STA. 25+P4.79 (5.12' L - -- - - 41 - - 39) f 41 LF CO PVC / IN = \ 1' STA. 26+07.65 V /' S S� (6.25' L T)C4 Cog �.:�� - OF Lu STA. 27+19.45 1_ _ — — — _ — — _ —� St _ 1 � _ 1 _ � � � � � �r ;�,a�3 Y���,N r �� p j\ � (1 92 LT) STA: 0+50 26 LF 6"0 PVC 1 INV. =,568.60j 1 10 PEE TYPICAL SIDE SEWER / ROSSING BELOW .BTILITY DETAIL ' ,o ✓ FOR ICAL TOSSING f T. INV • •' , 0000' '�,� , 'fh /TA. 26+40.24 (0.3' LT) ' ✓ ' STA: 0+00 49 LF 6,0 PVC 1 ' 1 O f+ 7 / INV. = --®r 571. 08 A » n y STA. 26+74.83 (5.4' hy, G 7 - STA: 0+00 ° 31 LF 6 0y PVE�" { a / �DI CL 52 \ ;70+201.8\ (4.74' RT) ROAD 2A SEE SHEET 22 FOR CONTINUATION V8 ? I 2 tW^ NOTE: TYPICAL LOCATION FOR HYDRANTS, BLOWOFFS, AND AIR/VACS SHALL BE 2 FT. BEHIND WALK WHERE WALK IS ADJACENT TO CURB AND 3 FT. BEHIND CURB WHERE WALK IS BEHIND PLANTER STRIP. FOR TYPICAL WATER METER SIZE AND LOCATIONS, SEE DETAIL ON SHEET 29. F/EL,D LOC.47EATN/Gti1�D/1c/TOf WNW 1 /so / COS,_. ) AS -CONSTRUCTED BY APEX ENGINEERING PLLC WATER CONSTRUCTION i1bTE$ 1-8"x 6" TEE (MJxFL) Q 1-6" GATE VALVE (FLxMJ) 4 1-6" F.H. ASSY. THRUST BLOCKING Q 1- AIR/VAC RELIEF ASSEMBLY 1-8"x 8" TEE (FL) VALVES2-8" CATE MJ) 1-8" ADAPTER(FLxMJ) THRUST BLOCKING 1- 8" 22 1/2' BEND (MJ) THRUST BLOCKING /0 _/�-?q EXPIRES- 11-07-4?g 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. FOR WATER ONLY THESE PLANS ARE HEREBY APPROVED FOR CONFORMANCE WITH THE CITY OF BONNEY LAKE PUBLIC WORKS STANDARDS AND SPECIFICATIONS. APPROVAL IS VALID FOR A PERIOD OF 12 MONTHS FROM THE DATE OF SIGNATURE 'Z "' j u✓/f" CITY E) INEER DATE RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS BY. DATE: TITLE/POSITION: _ CONFIRMED BY CITY DATE: PROJECT REF: FAC 0007 - 98 101141 Y Ay THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS. 1 Approved By. Date Approved: /.S 5� Q IV, N O (N Li j N N � o a .r oZ J O Q w . 40 b m W Z rn N ,C 0 w W N W Q o � o � � c" a E Q W W W DATE SEALS .ice_ EXPIRES- 1-31- cd N Z N Q �3a cLLLi ui Co ZZ Uj d. C' W W�� CCQ)a �'e C*') o I � � N i o W JCr� W w .J J 0 OTd 0 1,- m N "t to C rnr7 V) O d C .e,-. rn .� V) C: u') M 1 L.T. o -C a �L o d- onN E d°'- o O �r \ Ln Ln N SHEET 2 OF30 RLE NO 25584 LAKELAND HILLS aST) 18s3 Sol Z1 of 10 25+00 26+00 27+00 Fi C4 i N 3 q c5 0 ES 0 W N O N q N � 02 N � p Q 00 N GRAPHIC SCALE 20 0 10 20 40 ( IN FEET } 1 inch = 20 ft. gill - is! A ' r .3 yq �►r F„C ipb4V ,�f,:vFZYbb '� s� LAKELAND- DIV. 1, PHASE 2 and 3 SANITARY SEWER AND WATER — ROAD 2A NORTHEAST 1/4 OF THE N(WTI-EA3T 1/4 OF SECTION 6, TOWNSHIP 20 NORTHr RANGE 5 EAST, W.M, PERC,'E COUVIY, WAQTON i P .79 25 STA: 1+68 , 36 LF 6"0 PVC STA: 75+32.1,2� r � 23 INV. (3.8 LTA 572.6o TA: 0+00 43 4F 6"0 PV r STA: 0_A90 INV.= 24, 33 LF 6 0 573• INV _ V. % 34 LF PVC - ; i l '=.. �"""r 7r ( I I o INV. ri 195i9I r , = /___ �, ., — _ _- --s ( ,' STA: +61 i 43 60PVC STA: 1+83 --'' i— — — — — — --� -�'— _ _ I '` - 6 - I INv i 34 LF 6 "0 PVC , — ' "I °,� I � TA. . 90 5. 7' L T � = 9 5 73 50 t �� STA: 75+55.13 STA: 0+1 ( ) INV. / (6.16'LT) j 30LF6"0P 76+ V �I STA: 0+00 INV. - ROAD 2 SEE SH T 21 FOR CONTINUA T70N y, 161 i i i .. 4 P• r x _ 20 r w 31 LF 6 0 PVC ' 5 73. ® I �! ,�✓ \ ��, r f INV. 6 74+00 75+00 76+00 77+00 6 -C_�'o „:„ Z AS -CONSTRUCTED BY APEX ENGINEERING PLLC KEY M��P 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: TYPICAL LOCATION FOR HYDRANTS, BLOWOFFS, AND AIR/VACS SHALL BE 2 FT. BEHIND WALK WHERE WALK IS ADJACENT TO CURB AND 3 FT, BEHIND CURB WHERE WALK IS BEHIND PLANTER STRIP. FOR TYPICAL WATER METER SIZE AND LOCATIONS, SEE DETAIL ON SHEET 29. Q. �7 m „+ L 1,W�L1 Y 3 � w J O -451 WATER CONSTRUCTION NOTES F/ELO I-OCATE A i N/G/-/p0/NT Df MA/N Q 1- AIR/VAC RELIEF ASSEMBLY ZQ L� 1-8" 22 1 /2' BEND (MJ) THRUST BLOCKING Q 1-8" 11 1/4' BEND (MJ) w po THRUST BLOCKING O t 0 1-8" 22 1/2' BEND (MJ) a THRUST BLOCKING lD-ld-ad EXPIRES- 11-07— 21 I -- FOR WATER ONLY THESE PLANS ARE HEREBY APPROVED FOR CONFORMANCE WITH THE CITY OF BONNEY LAKE PUBLIC WORKS STANDARDS AND SPECIFICATIONS. APPROVAL IS VALID FOR A PERIOD OF 12 MONTHS FROM THE DATE OF SIGNATURE ,,Z,- 14nl — milill CITY EAINEER DATE RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS BY. DATE: TITLE/POSITION: — CONFIRMED BY CITY DATE. PROJECT REF: FAC 0007 - 98 /0//r/tY--,0 THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS. 1 Approved By. Date Approved: Lf/S�S�' ck� c w W M � C 0 O � W � o w v m m � Q Q o C V W 6 w cr_ W U W .j DATE SEALED EXPIRES 1-31— 0-nd 0) Q `�'�o C rM p C'4 4..� >C o�Q 0) u- o � N E � O U 0.-) \ 1`0 N SHEi` 22 OF30 R -E NO 255M LAKELAND HILLS PF '* Sui 2 z of 30 GRAPHIC SCALE 20 0 10 20 40 ( IN FEET ) 1 inch = 20 ft. N EXIST. v^U CCU r`I i y F PRI - - + ffI 1 t� � I I I; t 1 1 i I co � i I I r � � I 580 N I Q0 �2 70+00 LOW POINT STA = 70+42.32 OVI STA = 70+56 P 0 ELEV = 565.�7 A.D. = 8.66 _. ..... ...K = 5.77 — 00 N ro 1 50.00' VC +irz � i-► - - -- - ------- - --------------- - - ------ - ---- -- ------ ---- --- - - -- co as ca 62V6"00.1.01 � II W W _- .-w_.-- 1 - ------_- s..._. - _. -.___ .._.. - �Jnan STA=71+ RIMI ►�i - 5.00 R ! 9 9 .22 = •67.>:�46 S I LE. (NE) 8" IN = 3 502. 30 a I.F. SW 6" IN = NYI B„ 1JT- �62.3 35�2 � `�' -- _ - -I.E ,- - _.._ _ . = ----- I.E. (SE) 6" W/y=' 86233s-z4 ;QsI ANOUT - CAST IRON UD C < STA = 70+98. 2 - 5.00' RT RIM = 568.18 PER MOT S SIZE PER PLANT PLAN B-186 _ I.E. (NE) 6 OUT = 562.96r-1 to I.E. (SE) 6 INJ = 562.96 + 11 I I 1P >; to W w f 12M PVC SDR35 0 4�° 140 L U > U a, ^ a' _._.. LO ? + I + C) � N d � 30AD ! 2A - 4iglh 3TA 7o+o.0 to STA SCALE 1-�20' HORIZ. SCALE 17=5' VERT. 75 LAKELAND- 1, PHASE 2 and I n w. 117- w AV P1ir1 A Ir'A A A I► % 1 A A "rT -M ID/1 A M A A low N Cq W a: ai 0 o_ z tau 5 N C � � O w w U Q F v qu C Z Z `I. g a � OU to O Q v � � W d C - � cL W w O L et � N •� - 1� 5 �� %51 INV.= G I REMoIvE EXIST. CAP DATE SEALED .L.: 6-1.) �3 1 9" 45Is ' BEND (MJ) P�� HE{✓ _ a o E � pF WASH F� rSLA L-F -va 14 1 w � T-AwST 61-ocvr4&� INSIALL (EF1PvRA,Q BAGKFLoW c¢ y 34858 PREMWT I M ASSE.MAL.y At4V +1# 1837g TE-M�RARy BlowoFT- a55e-mzm-y DNAL PETAI1_S 50*P—T 29 . Ftt4&L I EXPIRES: 11-07- i EXPIRES- 1-31- 0 1 -------- ----------- - -- ---- 100. 0 ' VP ------ -- ----- ------------------- ----- - EXIS -- - --- - - -- ---------------------- G GRADE AL ------------ -- - - CENTERLINE AS— - ------- - ------ -- ONSTRUC — -- -- ----- -------- ED 8Y ------------------------------ ` , --- - -- --- - - 764 PIA ELFV = 5 APEX ENGINEERING PL-C A.D. = -3. If` _. — FINISH GRADE 42" M;1N. 1' MIN. CLEARANCE R64 226 LF 8"0 P' C SDR35 ®''� 2 09% 1 S i 11510-78 TYKE 1 - 48"0 o STA = 73+00 - 5 00 RT RIM, _ 5 , `' (c 9 ------------------------- ------ a - �- 1.E. ( - 8 1IV = -Ea$: ---- - -- I.E. (SE 6" IN = S�8• II z I.E. (SE) 8" OUT = 588-34 5 I °O a o+ o � ............... _N.... _ ........ .. .......... ............ z ---- ----- - -------------------- - - -- - -_. - _ --- --- - --- I � N 5,0 N WQ LO + II + II I \ W W i __j I I W w c-4 cc� °per N d T ,. r`?tN O IN�� �� cep �c�p �I� I� 00 ^ r11 �� ^ °�h �� 00 �� 00 71+00 72+00 73+00 NOTE. TYPICAL LOCATION FOR HYDRANTS, BLOWOFFS, AND AIR/VACS SHALL BE 2 FT. BEHIND WALK WHERE WALK IS ADJACENT TO CURB AND 3 FT. BEHIND CURB WHERE WALK IS BEHIND PLANTER STRIP. FOR TYPICAL WATER METER SIZE AND LOCATIONS, SEE DETAIL ON SHEET 29. 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 CITY E NEER DATE RECORD DRAWING CER71RCATION THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS BY: DA TE: TITLE/POSITION: — CONFIRMED BY CITY DATE: PROJECT REF: FAC 0007 - 98 /W�WAVJ/* THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS. Approved By )�)-ell� Date Approved: /,: 9, 4 58 cn �-W N A 4.Q UW`� ".r it Ld I qN J 4�Q w N QQ0 N J�0 w �[ w 4. J U o m a) ��a mcand '` *E'rnr%Ei oo 0� C41 M 0 C °) C 1E N �� o �r 04 O U I M \ N II? N SHEET 23 OF30 RLE No 255" LAKELAND HILLS (� I 2-3 rr w m w m 0i tki L0 O 3 0) Ln CIS 07 ZD Q 4 4— J 0- CD i Q rm L0 CQ CD Q J w d J F Q x 00 L0 N 3 q 0 0 a CN N tn N 0 N SN o a l 00 q N Z w� cn k e GRAPHIC SCALE 20 0 10 20 40 ( IN FEET ) I inch = 20 ft. 31 LF 6"0 P INV. = �1 5Co1.20 7 I r LAKELAND - DIVa 1, PHASE 2 and. 3 SANITARY SEWER AND WATER - ROAD 2B NORTHEAST 1/4 OF THE N'ORTFEAST 1/4 OF 3ECTTON 6, TOWNSHIP 20 NORM, RANGE 5 EAST, W.M, PIERCE COUNTY, WANTON ROAD 3 SEE SHT 26 FOR CONTINUATION I ROAD 2A SEE SHT 23 FOR CONTINUATION ROAD 2A SEE SHT 23 FOR CONTINUATION 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. 2 -%-w AS. -CONSTRUCTED BY I APEX ENGINEERING PLLC - byQ - --- Y -- - ---- - - ----- -- --- -- ----- - — --- - -�._. --,, _ HIGH- POINT -E HIGH POINT S11A - _572.E = 34+96.69 ---------_-- �- _ -- --- - -- -�_ --- ----------, -- ------ -- --- �__ LOW ..-----_._. PAINT ELEV POINT ---_.-r------------------- 570.43 33+36.16 _ - - PVI STA PVI ELEV I= 35+00 572.23 LOW STA = PVt STA = 25 A.D. _ _ 2.52 PVI ELEV = 70.22 n I n ' � PROPOSED FINISH GRADE CENTERLINE K=12. 50.00' ^ Cn � + LO " o a ---- 580 EXISTING - -- RADE ALONG — -- NTERLINE --}----- — - ^ --- - + — - - M � LO r— W W -. cv , 4i --- ' `. 3 m m— ------ n � j � �° _ — 1.15 3.0 OX —2.00% 57 1 STORM 0 WATER CROSSING 1' ANN. C1EAR SLOPES VARIES - SEE SMT -- '" . -- -- ' ANN. GEAR 8" D!P '1 (FINISH GRA�E) FOR CON TIN ATiON — — — — — DEFLECT ® AS NECESSARY 239 LF I » 8 0 PVC SDR 5 0-8 0 ........_ 5 r✓' % TT _ OF GRA ING BEYOND 6 SID -_ . ............ CK OF WALK. ... ii4 LF 8" PVC 166 LF "0 PVC SDR35 6-0M% O. !'10 560 s ®% E 510-6 TYPE 1 4a"/ I _ - 1 "� co �n rT ..( c� ------ 3� H 1510- STA = RIM =5-71. TYPE 1 - ----- -- - --- - ---- ---- --- -- - - -- ----- - - "�' �' n- -------- ----- - - --- ^ chi -------------- - a, -_- --- - - -- --- - ---- ------------ ------- --- - --->- la -A SSMH q 02 - 5.00 L 7G 36+ - :�' 56$'75 5 (a 9, N N N U > STA > o RIM Q c0 LT & Z a. � �, o i R+_01 I.E. S°'�i'�,�,°°oo NE = 5►Rt-83 60 9 = I� � p cl rs "' kn _ s,� I.E. S�) - I.E. I.E. _ 8 IN - i t W 6 IN = E) 8" OUT .. 8' Fs u �, Q I � n .� � � uI.E. I.E. N 8" ) T = :9�5 60•6& `�' z .. � a 2 • . `� z ........... "' ® z -__ _ _..._ m cv _._ i o Q , _ oUg + + ® + c ® 'z • ® 10-71 TYPE t - 48"0 0 LT Cr N 2+66.36 - 5. -" tV 5 �� N g'�tN= 5s9.98 °p G� /Z ®i �' z I � z Q "' - - ' i _ o - �<- N D- n --1 - - __ RSHA c�i� - L Z �4 - -- RIM = I.E. E) __-- 57! 8" IN = 562.30 -_ _ t . _ � '? �c - .__. r-LL-. _ . _ . _ - _.. _ ... --- . _ ._. -, - - - -- - - - - - _ - - - - urn c� o u o LE. N) .L.E (sr ": 8" OUT = G'� liV = b&z. Z8 ! �e cv" ►o Wi � ¢ Q I S A 32-I-7�.36 TO STA 37+ rn �' ,� 11 SOLE 1 "=20' HQfdIZ. ± p ® N F" n W f o < rr ►— `.3` W S' ALE 1 "=5' VERT, cn W cx cn � e^- Q0 � 00 4 to � tt K � oo r. cc i d h L0 t° � o^i o n c ova L0 � v; t a � � � L0 � U-) LC)9 to 37+00 36+00 35+00 ,74+UU LoPlEawkyj 570 jie qcl 32+00 4 � f N W " N a� 0 ze V. R � � ci w 1cc) C) W -J_ Z W E Q � 3 <t O 7 J W o Z i U � W A /Rl VA 2EL /EF fJ SSEMBL Y F/EC D LOGA 7t A T /-1/6N 100/A/7 OF M/alN. DATE SEALED EXPIRES- 11-07 g NOTE: TYPICAL LOCATION FOR HYDRANTS, BLOWOFFS, AND AIR/VACS SHALL BE 2 FT. BEHIND WALK WHERE WALK IS ADJACENT TO CURB AND 3 FT. BEHIND CURB WHERE WALK IS BEHIND PLANTER STRIP. FOR TYPICAL WATER METER SIZE AND LOCATIONS, SEE DETAIL ON SHEET 29. 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 J_ ,46� l�i/q9 CITY E INEER DATE RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS BY: DA TE: TITLE/POSITION.- CONFIRMED BY CITY DA TE: PROJECT REF: FAC 0007 - 98 10//s/fr41 THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS. Approved 8y. Date Approved: W o rn o u� E o � z 0 z � q O O O o w w W � So a � c, } LLAJ N EXPIRES1-31- '0 -71 "TOoo (0 Cu N 04 co u,$C4 4. ZCc Ca Q W "i- Z Q s LL W � Q�W a ca F- W � Y C..) O I I J C4 I a m u, QQOC14- Cr Q W J J U OTW O ", O) MR �4o *5 C� 654,1 00 .. .E U-) C: � 10 p N cn o � E � onN o� v 1 M u) N SHEET 24 0FLO FILE NO 25584 LAKELAND HILLS osm I 53 H IPF 2-4 of 3 o ww• L, m w Go rn 0 v v U 0 a� m cu I el- N cn C!] m 4 I J a 2 0 v co in n CU 0 Z Q J w r- IF GRAPHIC SCALE 20 0 10 20 40 ( IN FEET ) 1 inch = 20 ft. STA. 37+57.96 T) 44 6"0 PVC 4 LAKELAND - DN. 1, PHASE 2 and 3 13 SANITARY SEWER AND WATER - ROAD 2 L60 NORTHEAST 114 OF THE NORTHEAST 114 OF SECT ION 6, TOWNSHIP 20 RANGE 5 EAST, W.M., PIERCE COUNTY, WAS41NOT01V STA. 38+11.16 1 , 7< / (1. 5' LT) STA: 1+q9 / 19 LF 6'�I C 3 28 LF 6 P PVC 3 INV. STA: 0+25 30LF60PV \ % ' � / (imV. / 43 rf 9 I ti ROAD 2 SEE SHT 20 FOR CONTINUATION a - A � TA: 0+ 29 LF PVC Ny IN 1INV.- w STA: 1+38 29LF60PVC INV = .56� 5Co�5.79 4 NOTE: ALL SANITARY SEWER PIPE OVER 15 FEET DEEP SHALL BE BEDDED WITH A MINIMUM OF 6" PEA GRAVEL UNDER AND 6" MINIMUM OVER THE PIPE. SIDE SEWERS CONNECTING TO DEEP MANHOLES SHALL ALSO BE BEDDED IN PEA GRAVEL TO THE PROPERTY LINE. CITY INSPECTOR SHALL OBSERVE THE INSTALLATION. MH 1 - 1.7WML.*# jQ9 STA 37+20 SEE SHT 24 FOR CONTINUATION 590 _ .._ . _- .. -- - - - . _ --- _ _ _..._ ,_, _-- - -_ _------.. .__. --- _ ------ - - .. - -- -- - - _ - - - --- _------. __. _..----- - ----- v_. - - - _ _. __-. _ - -- - j PW STA = 40+35.00 1 PVI ELEV = �71.98 A.D. = 1. 5 K = 30 ............ ..... 50.00, EMS NG GRADE AL G CENTERLINE i o, ,� 125.00' W POINT 568.89 L 01 ELEVto ----- ----- ------------------ -... - - - -- -------------------- - - - - - - 5so-------------- ------- --------- - ------ --- - - - - „ - W POINT STA - 37+75.39 PROP SED FINISH GR O CENTERtI E 6 `° + La o � II j PW STA = +75 i d w PVI ELEV =568.46 A.D.=23 r; _ _ - a K s 45. 3 _ .00% i w 570 - - - -- --_ --_- -._ -- - - - - -._ - - i A1. CLEAR _..... -- -- - - - 1 :- ------ -- -- - - - - -- 42' Awl. I fF. 8" DIP WiR JulNow Q l DEFLEC AS NECESSARY 5(075 114 LF 8*0 PVC SDR�5 0 9-59 63 LF 8"0 PVC SD 35 ®-�0�p, 9 - -- _- - 0 PAC SDR O O�To co � in Q00 COL. LO a tE� U004 Q I 1 l z z 7 1- �o u ? a �I .¢ Q ? SSAOI 51 65 TYPE i o n Q N Q S +85 - 5. 0 R �, �+; + � � + STA = 40 69.96 - . ?. + + RIM 568.75 5<o8•!a� cs ^! `- o ®o �, RIM = 5704 ,� N " ® I.E. W 8� IN = 3 435b`�•Z(oc Q > 1Q_; > > > Q > ! I.E. (SIN IN = 5 1-82 557•SI Q I.E. W 6 IN =-5"3559.3?- ' cn 3 z �'-,, z �; NE " IN = •�82 657.&1 + 0 i 550 ? LE. E 8" OUT = �- - --- - - - ----- - - -- -- . - --OUT _ -- - -- - _ --- — z --_ _ J-E.- �-6�4� --- - - ARSHALL S N 559•/� -- - - °p 0' c�iy c`no'n o rn STA = 38+50 - 5;00' RT ;' �'OrA 37+g0 TO STA 40+7� 97 j x ± „ RIM $ bfs933 Cog 38 SCALE 1 "=20' HRiZ. z I.E SW 8" IN = - 558 �8 4 w I. NE 8 OUT 92 5 w SCALE 1 "=5' VtRT. I C3' v cn o� *�' N N*�. taOp OLO r\ o of vi `� o LO o (0 c�i C co `"00n ° LO � `r' LO 1 j �0 , O Ln t j U j �n ,fin n �n LO 38+00 39+00 40+00 41+00 590 0 milt] 550 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. WATER C:CJIN3TRUCTK�N NOTES 1-8"x 6" TEE (MJxFL) 1-6„ GATE VALVE (FLxMJ) 1-6 F.H. ASSY. THRUST BLOCKING D (MJ) THRUST BLOCKING 01-8" 11 1/4' BEND (MJ) THRUST BLOCKING -\THEW �F WASy41, Q O 34858 <v� ISYfR��Vti2 s7DNAL E� EXPIRES 11-07 0_x AS -CONSTRUCTED BY APEX ENGINEERING PLLC NOTE: TYPICAL LOCATION FOR HYDRANTS BLOWOFFS AND AIR/VACS SHALL BE 2 FT. BEHIND WALK WHERE WALK IS ADJACENT TO CURB AND 3 FT. BEHIND CURB WHERE WALK IS BEHIND PLANTER STRIP. FOR TYPICAL WATER METER SIZE AND LOCATIONS, SEE DETAIL ON SHEET 29. 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 CITY E GINEER DATE RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS BY: DA TE: TITLE/POSITION: CONFIRMED BY CITY DATE: PROJECT REF: FAC 0007 - 98 THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS. Approved By. Date Approved: cV 1 N N LU mac o 4 . N 51 N z t75 � (01 U�i 0; Qi w W W w � CE � 00 N w m m o Q Q U 4 Q 4w 4W s s s s EXPIRES 1-31— o 0)C mcOTT Q'to a� O r� C �°'� ♦� C 004 C LTA -C o � � v� N 0 � U SHEET 25 OF3d FILE NO4 LAKELAND HILLS r 590 570 m 550 Lr LAKELAND - DIV. 1, PHASE 2 and 3 SANITARY SEWER AND WATER - ROAD 3 NOl4THEA3T 1/4 OF 7}E NORTif43T 1/4 OF SECTION 6, TOWNWIP 20 NOR7N, RANGE 5 EAST, W.M, PIERCE Ca0lAV1Y, WA3FlINQTON fi 7 � 6" 0 PV IN V. 5eg 41 I\ t STA 1+80 NO F 6 0 PVC = ' AMR - \ Elm, w3v Q ' I 573 a " q G 4. 57j M I I ♦ mw STA: 2+48 30 F60PVt IN . = --� 33 5 G8. 5g 79 LF 6"0 PVC 5 70.70 \` X\ i \\\ / 36 ' STA. 0+00 51 LF 6 0 PVC _ _V _ 570.76 p STA. 4 0 (5.0' LT) STA. 48+01.21 (5.0' LT) STA: 0+00� 29LF60PVC IN V. = e,9.'71 570• Oa ►A: Z+75 �0LF6"0PVC 1570.1 34 \ � 45+00 46+00 47+00 48+00 0 fJ 4 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: TYPICAL LOCATION FOR HYDRANTS, BLOWOFFS, AND AIR/VACS SHALL BE 2 FT. BEHIND WALK WHERE WALK IS ADJACENT TO CURB AND 3 FT. BEHIND CURB WHERE WALK IS BEHIND PLANTER STRIP. FOR TYPICAL WATER METER SIZE AND LOCATIONS, SEE DETAIL ON SHEET 29. O %�"" AS --CONSTRUCTED 13Y APEX ENGINEERING PLLC 0 ,THEI✓ of WAsyF� Q 34858 Lv� �SIGNAL I EXPIRES- 11-07-9Q WATER CONSTRUCTION NOTES F/EGD �� 1-4" CAP (MJ) 1- AIR/VAC RELIEF ASSY. 1- BLOWOFF ASSY. �7 /-O/N7 of �_- THRUST BLOCKING MA/N� ®1- SLOWOFF ASSY. FOR WATER ONLY THESE PLANS ARE HEREBY APPROVED FOR CONFORMANCE WITH THE CITY OF BONNEY LAKE PUBLIC WORKS STANDARDS AND SPECIFICATIONS. APPROVAL IS VALID FOR A PERIOD OF 12 MONTHS FROM THE DATE OF SIGNATURE Y'6-w f";�y CITY E 1NEER DATE RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS BY: DA TE: TITLE/POSITION: CONFIRMED BY CITY DATE: PROJECT REF: FAC 0007 - 98 THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS. Approved By. ��P rr✓,�----� Dote Approved: co � I 1cr;, W cl� I vi Q� i,,,i cl� w 0E o 0Lo 0 0 a v C W w O � � o g 0 m m W Q 8 •O aW. Q a Q EXPIRES, 1-31- 0-na IM oC"rn N--ttf) C r- o 1-5 I ) tf? M p N G O Q V) �� a -- N E d' 0, U n M H - SHEET ?6 0FI0 LAKELAND HILLS 0 r V 1 e '�). col Z6 or- 3 D fir titer R� Ln �l N � r LO � N v- ca 0 0 a 00 CU CJ7 � In o C Z:) Q o N �2a 2 � N i o� 2q co .� Ln LOm 01i N O Q N ¢� wLU < �w i � x 590 580 570 Nt L(' WATER C<*487RUCTMLAKELAND -'DIV. 1, PHASE 2 and 20 GRAPHIC 00 SCALE pREMovE Ex. CAP AND BLOW OFF ASSY, SANITARY SEWER AND WATER - ROAD 4 CONNECT TO EXISTING MAIN AND EX.12 GATE VALVE d 1-8"x 8" TEE (FL) COOT x 8" REDUCER (FLxMJ) 2-8" GATE VALVE (FLxMJ) NORTHEAST 114 OF THE NORTHEAST 114 OF SECWN 6, TOVV�11SH1Pb �0 NC►R'TH, CONTRACTOR SHALL RfFY LOCATION, !E S, 1-8" ADAPTER (FLxMJ) AND FITTINGS REQUIRED PRIOR TO CONSTRUCTION. ( IN FEET) CONTRACTOR ALSO TO NOTIFY ENGINEER OF ANY THRUST BLOCKING RANGE 5 EAST, WM., PIERCE COUNTY, WASHIINGTON 1 inch = 20 ft. ®DISCREPANCIES AND COORDINATE WITH CITY FOR 1-OOWOFF AIR VAC RELIEF VALVE ROAD 2 ANY ADJUSTMENTS. SALVAGE ALL FITTINGS AND 6 1-C SSY./�� NfGyPO/NT d� naAROAD 5 SEE SHT 21 FOR CONTINUATION APPURTENANCES, IN GOOD CONDITION, TO CITYSEE SHT 28 FOR CONTINUATION 50+00 r=4 N Q---�i------------ ---- ----- t I STA. 50+45.22, 5.0' LT 1 STA: I59; , t ! LOW POINT l 30 LF f PVC INV , } I = j*3%W 5 7/. / ,9 1 f , N, I , 51 +00 NOTE: ALL SANITARY SEWER PIPE OVER 15 FEET DEEP SHALL BE BEDDED WITH A MINIMUM OF 6" PEA GRAVEL UNDER AND 6" MINIMUM OVER THE PIPE. SIDE SEWERS CONNECTING TO DEEP MANHOLES SHALL ALSO BE BEDDED IN PEA GRAVEL TO THE PROPERTY LINE. CITY INSPECTOR SHALL OBSERVE THE INSTALLATION. B r 4 C) 9 �' — — �t--- . STA: 0+72 5 31 LF "0 PVC INV = -L5I. 1 I I 67V. 52 I I I 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. 52+00 � I I TA: 0+52 4 F60PVC INV. - 570.31 57 PSI BAc.KFLaw�. PRt�- oRAR.QN T'EM�`, y oF>: CAI 2°I. iTe-STINS C.>NFt4VV.ATI0N 5NALL , -T 'h r�rc N x u Rau (r{L . F r.IAL c.o>v F1Cw¢ -nor.) SIAALL g,E iL►tA. a ° a 54+38.34,, rAS. ` s L 4 — \ b STA: 0+29 i _ _ - — ? i — — — — — — -- — — — — —+---- ----- s---------- _- -_-__ 4 32 LF 6 0 PVC INV. STA: 2+ 3\ STA: 1+65 571.25 '� 32LF60P 31 LF6"0PVC INV. = -8-�0 INV. - 57/. 95 � ' 5 G8. 3 \ \ NOTE: TYPICAL LOCATION FOR HYDRANTS, BLOWOFFS, AND AIR/VACS SHALL BE 2 FT. BEHIND WALK WHERE WALK IS ADJACENT TO CURB AND 3 FT. BEHIND CURB WHERE WALK IS BEHIND PLANTER STRIP. FOR TYPICAL WATER METER SIZE AND LOCATIONS, SEE DETAIL ON SHEET 29. 53+00 rum VVM i GR VINL T 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✓i/rt CITY EN EER DATE J4tvu RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS BY: DATE: TIRE/POSITION: — CONFIRMED BY CITY DATE: a Uti AS -CONSTRUCTED BY APEX ENGINEERING PLLC EX. ROAD REFER TO APPROVED PLANS ON FILE w/ PIERCE COUNTY k. �r = Q ' 1-71�W Z I p � 4 Al 7 1 t o "i I Mgr �I VE I EX. ROAD REFER TO APPROVED PLANS ON FILE w/ PIERCE COUNTY PROJECT REF: FAC W07 - 98 THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS. Approved By. Date Approved: G ! S8 5 560 i 0 V) LLi V) ii 0 0 i N o pO N (0 w w a� cki--s 00 tl rn a 0 c Nk Mq (\` o - .\ O (I Z Z v 11:1 CC,z "l< Q o W W W W s EXPIRES- 1-31- C N as ¢ N C + Ui Q Q LU z � 4ze°prn� U'Q —�U—j40 za3LL W U- Q Cp .rf N 1 '0 QQ� � w F U a-nd o rn rn O't 2 C " O .� 011� 0 •C L N o C °' Cif ova V) N E 01 It V Pr) LO N SHEET 270E30 � No 25584 LAKELAND HiLLS H r 0I Z1 of 3-3 /853 a a o s CD C o M N Cf7 m � o0 � N � Q N ao L � N Z Z N Q Q� —J W W � 4w s z x GRAPHIC SCALE 20 0 10 20 40 ( IN FEET ) 1 inch = 20 ft. ROAD 4 SEE SHT 27 FOR CONTINUATION ROAD 4 SEE SHT 27 FOR CONTINUATION LAKELAND - D/V 1, PHASE 2 and 3 SANITARY SEWER AND WATER — ROAD 5 A PORffON OF BECTfON 8, TOWNSHIP 20 NQ4lF! RANGE 5 EAST, WM, FIERCE CO(AVlY, WA9HdlGTQN 46 STA: 2+35 3LF60PVC v. =-e5 5 Cc7 ! 9 _ _-_ STA: 0+00 9LF60PVC INV. -5 Co 7.2 J I 0 - INV. = -5�5(o7.8 / STA. 64+30.0 / (5.0' RT) / 50 STA: 2+45 . 47 LF 6 0 PVC INv - (07.09 STA: 1+89 f STA: �2%` 47 LF +8 PVC 55-� 66 0 PVC ♦♦ ENV. = Wl7� r' INV. ��BZ / 5G7. 70 1+07 �{ ---4flF-6 0 PVC INV.53 6 � S z Q WATER CONSTRUCTION NOTES H H 1-8 x 6 TEE (MJxFL) w ®1-6" GATE VALVE (FLxMJ) J jj W 1-6" F.H ASSY 1-� uj THRUST BLOCKING Q Z ®1-BLOW OFF VALVE ASSY. Q U 01- 4" 11 1 /4' BEND (MJ) lee W THRUST BLOCKING (� I-r>" c -Te'a I jvo,cILA t _ c)" c-I.&TS voL_VV_ DATE SEALED sr, C7 4� EXPIRES,! 11�07g i II cp I I Ln II u ' �- Z v Z N Q d Z u7 __T " t .�. ! 5 iC.% TA - T 2G h, II z � Q s �9s ,yea L � II < : N to : : (L-4 - Qo - .. _. _ _ -- - MH 2 TYPE 1 - 48140 _- ...__ -- - "' - r,, �, ---- z i ¢ i z "'� H t 73 TYPE 1 - M + <r � + + s �- • : + + • • n Q �, ® �., ® i ,• ! _ I.E. (NE) 8 N .588:Q8 5 G7• ZZ s� TA _ + _ O(? 5.00 LT I + o j STA = +75 - 5.00 L o a �' 1 '- z �1 "> q 4 d > ¢ > I a o I.E. !f" IN = `.�6ff� 47•Z s ZRIM _ — 5135 57$.92 a d c� ® ® R!M = �4857fo•2 Qti z ;cn 00 + N z Lf. �"NIN) _ ) 8"k1T —8 I.E. 8" IN = €�8�.895lo3.8Z c� `¢ ~" > ¢ > I.E. (N) 8" IN = 665 Sto5.77� "' N z z ► Q LE. 8" IN = W 89 5:c3.79 'r z I.E. E ;6 IN = 565:83 57&5. 92 : C7 , ; 5r.3 2 8 s T fi I.E.s a" OUT s 2 r.�. Q r W 10 : : LO �GISfE�� ~ o U N„ + W STA 00+00I M STA W+ga@$ t p w n �, SCAtyE 1"=20' NORIZ d� >> r. I z N W a Cl- c� SC 1"=5' VERT c� n�W w AS- CTEp BY cr_ to APEX ENGINEERING PLLC nd N �t�0 t W) ndp dot �� o^ O )^ ON 00 - 00 �h u �h ^ �^ L0^ LO^ co ` co � j �1j `Lntj 60+00 61+00 62+00 63+00 FOR WATER ONLY 64+00 65+00 NOTE: ALL SANITARY SEWER PIPE OVER 15 FEET DEEP SHALL BE BEDDED WITH A MINIMUM OF 6" PEA GRAVEL UNDER AND 6" MINIMUM OVER THE PIPE. SIDE SEWERS CONNECTING TO DEEP MANHOLES SHALL ALSO BE BEDDED IN PEA GRAVEL TO THE PROPERTY LINE. CITY INSPECTOR SHALL OBSERVE THE INSTALLATION. 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. TYPICAL LOCATION FOR HYDRANTS, BLOWOFFS, AND AIR/VACS SHALL BE 2 FT. BEHIND WALK WHERE WALK IS ADJACENT TO CURB AND 3 FT, BEHIND CURB WHERE WALK IS BEHIND PLANTER STRIP. FOR TYPICAL WATER METER SIZE AND LOCATIONS, SEE DETAIL ON SHEET 29. THESE PLANS ARE HEREBY APPROVED FOR CONFORMANCE WITH THE CITY OF BONNEY LAKE PUBLIC WORKS STANDARDS AND SPECIFICATIONS. APPROVAL IS VALID FOR A PERIOD OF 12 MONTHS FROM THE DATE OF SIGNATURE Y".. 2L5:25Z y CITY E NEER DATE RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS BY. DATE: TITLE/POSITION: CONFIRMED BY CITY DATE. PROJECT REF: FAC 0007 - 98 is/is/Sdr �Y THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS. s Approved By. SiJ4 Date Approved: 1'011 g Vi w W 00 0 4 cc) � a L0 o F 0 qj Z Z uj m m d V � c, v v s EXPIRESc 1-31- v 0 1 _,: C Cq Lu a.uj§C4 Z _0 (L ac $ U W ,Q r_w m s �► �_W C) �- � �NJ© � Q i �NJ � o to w qg JcriLIJ W ..J J U 0-nel © 0) m C 1l 0 s *50� 0544 00 'C LO re)p N +' LLi �n O d- N O d' O U Fes- � \ n LO N SHEET 28 OF30 FILE NO 25M4 LAKELAND HILLS i 0:51w&T-3 H PF Sol Z3 or 3a F a ti z t2 N WATER PLAN NOTES 1. TV CABLE, ELECTRIC AND TELEPHONE LINES SHALL BE IN A TRENCH WITH A MINIMUM HORIZONTAL SEPARATION FROM OTHER UTILITIES (SEWER, WATER, STORM) OF FIVE FEET 2. ALL CONSTRUCTION SURVEYING FOR EXTENSIONS OF PUBLIC FACILITIES SHALL BE DONE UNDER THE DIRECTION OF A WASHINGTON LICENSED PROFESSIONAL SURVEYOR OR A WASHINGTON LICENSED PROFESSIONAL CIVIL ENGINEER 3. DURING CONSTRUCTION, THE PUBLIC STREETS ADJACENT TO THIS PROXCT SHALL BE KEPT CLEAN OF ALL MATERIAL DEPOSITS RESULTING FROM ON -SITE CONSTRUCTION, AS DIRECTED BY THE CITY. 4 PIPE FOR WATER MAINS SHALL BE DUCTILE IRON MEETING ANSI SPECIFICA7101VS 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. /'/PE CLA SS FDR AIVO % -/NCN N Y991 N T 90,15 514/-71- C 3 E Cl-A55 53. 5. ALL WATER MAINS SHALL HAVE MINIMUM COVER OF 42 INCHES 6. ALL VALVES FOR WATERLINES SHALL BE RESILIENT WEDGE GATE VALVES Z JOINTS, EXCEPT WHERE OTHERWISE REQUIRED OR SHOWN ON THE DRAWINGS SHALL BE EITHER MECHANICAL -BOLTED TYPE OR PUSH -ON RUBBER RING GASKET TYPE, CONFORMING TO AMERICAN NA 71ONAL STANDARD A-21.11. 8. PIPE FITTINGS: PIPE FITTINGS SHALL BE DUCTILE IRON AND SHALL BE 774E SAME KIND OF COATING, LINING, AND STRENGTH AS 714E 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 WI714 THE "PROCEDURE FOR WATER -PRESSURE TESTING WATER LINES" AND THE LATEST PROVISIONS OF AWWA C-600, EXCEPT AS MODIFIED 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 714E ENGINEER PRESSURE TESTS SHALL BE MADE ON ALL PIPING AND APPURTENANCES INSTALLED UNDER THIS CONTRACT, INCLUDING ALLCOIVNEC7701VS TO EXIS77NG MAINS AT A MINIMUM TEST PRESSURE OF 200 PSI. la DISINFECTION OF 714E NEW WATER SYSTEM SHALL BE REQUIRED PRIOR TO CONNECTION TO THE EXISTING WATER LINE AND SHALL BE IN ACCORDANCE WITH 714E LATEST PROVISIONS OF AWWA C-601. 11. INSTALLATION OF CORPORATE STOPS, WATER SERVICES, LINES AND METERS SHALL BE PER STANDARD DETAILS L SBL -6 ,41V0 L 56L - 46,4 . C122. SERVICES SHALL BE A MINIMUM 3/4 INCH AND SHALL CONFORM TO THE STANDARD DETAILS . LSBL -6 /ENO LSBL. -CA . BLOCKING FOR VERTICAL AND HORIZONTAL BENDS SHALL BE PER CITY OF AUBURN .1,6o1vNE y LAKE LSBL 14. FIRE HYDRANT ASSEMBLIES SHALL CONFORM TO CITY OF AUBURN Ain ADA IgONhIEY LAKE LSBL - 2 4/VD 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 AUBURN 8fi 40 NQ 4 OETAIL NO, SIF /90NNEY LAKE L53L-5 WATER SERVICES SHALL BE PER DETAILS kuw LSBL -6 AND Z-561- - 6A. LOCAT/ON OF WATER SERVICES SHALL ONLY BE CHANGED AS REQUIRED DURING CONSTRUCTION, UPON AU714ORIZA71ON OF THE CITY. THE CONTRACTOR SHALL NOAFY THE ENGINEER WHEN THE EXACT LOCA77ONS ARE PROPERTY DETERMINED. LINE (Li'4) BLOW -OFF VALVES SHALL BE CONNECTED TO THE BOTTOM OF WATER WINS PEEP L. SB'•L B AAjo L - 9 4 S APPL /CA 51- E. TYPE K 19. WATERLINES SHALL BE LAID TO THE GRADES AND ELEVA7701VS SHOWN ON CORP. PIPE THE DRAWINGS AND SHALL NOT BE CHANGED W17HOUT CITY APPROVAL. "�l 13ACKFLOW DEVICES REQUIRED WITH FIRE PROTFCflON AND IRRIGATION SYSTEMS, __0. AND TO BE INSTALLED PER THE CITY OF AUBURN //`JpNNEYL/�KE LS/3L-�AS/IPPL/C/� 21. STREET CURBS SHALL BE PAINTED WITH FORMULA WD-Y1 (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 { ND AN AIR VACUUM RELIEF VALVE AT HIGH P01�,l� OF MAIN. AIR AND VACUUM { RELIEF VALVE SHALL BE PER CITY OF AUBURN�STANDARD DETAIL LSF�L. - 7 F�LOt�/0fF Q ASSEMBLY SHALL BE PER CITY OF AUBURN I�30N/vE'YLAKE LSr3L-8 23. WATER LINE CONSTRUCTION SHALL CONFORM TO CITY CON0177ONS AND STANDARDS FOR EXTENSIONS TO THE CITY WATER SYSTEM. CONTRACTOR REQUIRED TO POSSESS THE LATEST h'EVISION OF SAID STANDARDS DURING CONSTRUCTION. _AKELAND - DIVe 1, PHASE 2 and 3 SANITARY SEWER AND WATER - NOTES AND DETAILS NORTFIEAST 114 OF THE NORIFEAbT 114 OF eECTpN e, TONIJ9FIP 20 MORlIi, RANGE 5 EAST, W1d, PIERCE COIMlY, WA3F6NOTON NOT CIT) PROPOSED LOT LINE c 3/4" METER CONNECT TO PROPERTY SERVICE LINE COMPRESSION TO IRON PIPE THREAD OUPLING, MUELLER H-1545 OR APPROVED E AL. (IF UNABLE TO CONNECT, PLUG THE ALV. PLUG) 3/4" METER 24. ALL DEFLEC71ONS OF DUCTILE IRON PIPE TO BE PER MANUFACTURER'S RECOMMENDATIONS 3/4" x 3/\NEA OR MUELLE3 3/4" x 3/E CURB AND GUTTER TER TER SHALL BE INSTALLED ON S OF PROPERTY LINE. SANITARY SEWER CONSTRUC110N 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 (Y). 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 MALL BE INDICATED IN BLACK PAINT ON THE 2 X 4. 2. CONTRACTOR SHALL OBTAIN ANY NECESSARY SIDE SEWER CONNEC7ION PERMITS FROM THE CITY OF AUBURN PRIOR TO CONSTRUCTION. J. UNLESS OTHERWISE APPROVED, ALL COIVNEC71ONS TO EXISTING SEWER MAIN WITH NEW TEES SHALL BE DONE BY 714E CITY OF AUBURN. THE CONTRACTOR SHALL BE RESPONSIBLE FOR TRENCH AND PAVEMENT EXCAVATION, PIPE INSTALLATION, BACKFILL AND PAVEMENT RESTORATION. 4. ALL SIDE SEWERS ARE STA77ONED 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 WI714 A MINIMUM DEPTH OF FIVE FEET. A CLEANOUT SHALL BE PLACED AT THE AFOREMEN71ONED POS177ON ON ALL STUBS SEE THIS SHEET FOR TYPICAL SIDE SEWER CONNECTION DETAIL. 9" (3/4" METE 12 (1 " METER, ANGLE VAL VE AS APPROVED BY THE CITY METER BOX TO BE FOG TITE # 1-0 OR APPROVED EQU CORPORATION Alt STOP NOTE ONGLE WATER METER INSTALLATIOP R TO STANDARD DETAIL r# WASM-1 CITY OF AUBURN STANDARDS A/I• r%j iI L PE "K" x PPER °p E " MIN. LPIECE 11Z LONG METALLIC S OR PIPE THROUGH BASE RING R UIRED FORD COPPERSETTER W/ PACK JO T COUPLINGS OR APPROVED EQUAL INSTALL 1" TYPE "K" COPPER HORIZONTALLY AS MUCH AS POSSIBLE, WITHOUT JOINTS BETWEEN CORP. STOP AND TEE USING COMPRESSION JOINTS ONLY. NOT TO SCALE PROPOSED LOT LINE I I ER 3' MIN. 3' MIN. PROPOSED WATER METER NOTE: METER SIZE AND CITY OF AUBURN STAN[y WATER MAIN IECTION PER # WASM - 3 DUAL,,WATER METER NOT TO SCALE WATER MAIN SIDE SEWER CONNECTIONS SHALL BE MADE WITH A TEE PER CITY OF AUBURN STANDARDS. 1' MIN SANITARY SEWER -- MAIN , - R/W 10' UTILITY EASEMENT J ROOF DRAIN 6"- 8" PVC ® 1 % MIN IE SHOWN ON PLANS IS I AT CLEANOUT I i I STORM MAIN I 2% MIN. 1' MIN I 6" PVC @ 2% (TYP) TYPICAL SIDE SEWER CROSSING BELOW UTILITY N TS NOTES: 1. SIDE SEWER CROSSINGS WITH LESS THAN 1' VERTICAL SEPARATION FROM PROPOSED UTILITIES SHALL BE DUCTILE IRON CLASS 50. 2. ADDITIONAL BUILDING SEWER CLEANOUTS SHALL BE INSTALLED AT INTERVALS NOT TO EXCEED ONE HUNDRED (100 FEET IN STRAIGHT RUNS AND FOR EACH CHANGE IN DIRECTION EXCEEDING (35') DEGREES. 3. BUILDING SEWER CLEANOUTS SHALL CONFORM TO W.S.D.O.T. STANDARD PLAN B-18b. l.,�VPi-1►1G C � l.rxFL SEE L S 31- - 6 AIVO L.5e4, - 6A �//1�-�� lS�'1'• FDA7 NA TCi2 5;2fAFV10E 141VO 0 v W j 2" 1 PS _V-LP �LaT}1-ra -Ftt -,/A-LvE (5 x5) 0 S W �o 2 � co J N Q (o W u it AS -CONSTRUCTED BY APEX ENGINEERING PLLC /V-/` -w �iNEw ©� WASH Q Q 34$58 �cr4' ION A LR�-���� EXPIRESs 11-07- - ��1gi'c,�rcS�, LE k4&Nl-" 4{ CAE `/rSl_ laza-j P1T'E - 0 \'t ��� fop Urj(I GI 0� 15 tJwp Le, t1�1-J L�aP/ 'P1��lIt:%C Gok•lG .7��T' �l-ol►�I cJ�F ���ScMBt-`� FOR WATER ONLY THESE PLANS ARE HEREBY APPROVED FOR CONFORMANCE WITH THE CITY OF BONNEY LAKE PUBLIC WORKS STANDARDS AND SPECIFICATIONS. APPROVAL IS VALID FOR A PERIOD OF 12 MONTHS FROM THE DATE OF SIGNATURE ""Z CITY E NEER DATE RECORD DRAWING CERTIFICATION PROJECT REF: FAC 0007 - 98 id//sAJ' 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: TITLE/POSITION: Approved By: CONFIRMED BY CITY DATE: Date Approved: ��D l,5m 0 (li 4S cl� w CE W � 0 a� a W � a O U o w § b 0cl a E ! � W d a Q a W w R w II® EXPIRES, 1-31- Q c C cd cm W cn 15t .�� '., QQ wz.'o :15 W 0 u� W � 54 y- aC t"� ® � J N J--TINT i Q z _uj N _.l CO w w Q w F V �11d O 0)lA c7 N'to ,C I I � 00 pLO N !C C' LL1 oQ O -It N � � o U vM SHEET 29 OF34 FILE NO 25584 LAKELAND HILLS O9�b_ 1951 N PF" 50 1 Zq I LAKELAND - DIVO- 1, PHASE 2 and 3 MALBOX PLAN IAN..BC�X • LOTS �1 3 14, 15, 16, 17, 18 (PHASE 2) 1, 2, 3, 4, 5, 41, 2, 43, 444, 45 (PHASE 3) 2Q 3 6, 7, 8, 9, 30, 31, 32, 33, 34, 35, 36, 37, 38, 39, 40 (PHASE 3) 13 3 10, 11, 12, 13, 14, 15, 16, 17, 18, 19, 20, 26, 27, 28, 29 (PHASE 3) ® 3 1, 2, 3, 4, 5, 6, 40, 41, 42 (PHASE 2) 21, 22, 23, 24, 25 (PHASE 3) Q 2 7, 8, 9, 10, 11, 12, 13, 36, 37, 38, 39 (PHASE 2) © 1 19, 20, 21, 22, 23, 34, 35 (PHASE 2) 2 24, 25, 26, 27, 28, 29, 30, 31, 32, 33 (PHASE 2) 11 3 43, 44, 45, 46, 47, 48, 49, 50, 51, 52, 53, 54, 55, 56, 57 (PHASE 2) Nf (h Of Af PROPOSED SIDEWALK PROPOSED ASPHAL71C PROPOSED CENTERLJNE PROPOSED EASEMENT MAILPvtX NOTE: WHERE TYPICAL LOCATION OF NEIGHBORHOOD DELIVERY AND COLLECTION BOX UNIT (N.D.C.B.U.) FALLS WITHIN SIDEWALK, ADDITIONAL CONCRETE SHALL BE CONSTRUCTED AROUND N.D.C.B.U. PER CITY OF AUBURN STANDARD DETAIL STMB-2. SEE PLAN FOR LOCATIONS. CONTRACTOR SHALL REFERENCE CITY OF AUBURN STANDARD (TAILS STM13-2 AND STMB-2A FOR EXACT LOCATION AND CONSTRUCTION STANDARDS OF N.D.C.B.U. L EXPIRES, 11-070077� .Vo AS -CONSTRUCTED BY APEX ENGINEERING PLLC CITY OF AUBURN POSTMASTER APPROVAL BY. L 6 DATE: 0 ¢g TITLE/POSITION: �5fk PROJECT REF: FAC 0007 - 98 1,*Il lfr *7' THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS. Approved By. Date Approved: RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS BY. DATE: TI TLE/POSI TION: CONFIRMED BY CITY DATE: 0 (d W w W.i W �c �c z Ivi it w w IEXPIRES- 1-31- 010 SHEET :2Q OF30 F .E 140 25584 LAKELAND HILLS 0