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HomeMy WebLinkAbout94D1334 LAKELAND HILLS DIVISION 8 NO , NOTES CONSTRUCTION PLANS VICINITY MAP WITH 1. THESE PLANS HAVE BEEN PREPARED TO CONFORM THE 1991 CITY OF AUBURN DEVELOPMENT AND CONSTRUCTION STANDARDS. P O R S . E . ■ (/� 2. ALL STREETS WITHIN THIS DIVISION ARE CLASSIFIED AS "LOCALi / SEC ■ 31 , /(�V T WP ■ 21 N . , R G E ■ 5 E . W. M . G�R RESIDENTIAL STREETS" EXCEPT EVERGREEN WAY S.E. WHICH IS 5� A "RESIDENTIAL COLLECTOR ARTERIAL." bI 3. THESE CONSTRUCTION PLANS HAVE BEEN PREPARED TO MATCH WITH CITY OF AUBURN , WASHINGTON TWO PROPOSED DEVELOPMENT PROJECTS ADJACENT TO THIS DIVISION. : `�Q. LAKELAND HILLS DIVISION 6 IS LOCATED NORTHEAST OF DIVISION 8 s,sr AND IS CURRENTLY UNDER CONSTRUCTION (CITY OF AUBURN F.A.C. No. 0005-91). THE EXTENSION OF EVERGREEN WAY S.E. AND h LAKELAND HILLS WAY S.E. IS LOCATED SOUTHWEST OF THIS PROJECT Ito IN PIERCE COUNTY. PLANS FOR THIS CONSTRUCTION ARE CURRENTLY BEING REVIEWED BY THE CITY OF AUBURN. 0 4. STORMWATER RUNOFF QUALITY AND QUANPTY CONTROL FOR THIS x PROJECT IS TO BE PROVIDED AT MILL POND IN A RESIGN AI f1F TPNTION AUBURN� - v -5. F02 De(Ve WAY L06,4TF10A(5, Z0VV - -CO SFIT-A 19- (p CaE/•tE2r�L GON STFLLLCT/DA1 NOTES ?"0 5UPEQCED6 / SJMIIr Si GRAPHICAL DEPICTIOAI OM PLANG . I 41 LEGAL DESCRIPTION = _ _ - LAKELAND HILLS DIVISION NO. 8 BOUNDARY __ __=_ T PROJECT BENCH ____ S , A PORTION OF THE SOUTHEAST QUARTER OF THE SOUTHEAST QUARTER MARK OF SECTION 31,TOWNSHIP 21 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN, MORE PARTICULARLY DESCRIBED AS FOLLOWS: ~ 1" 1,000' BEGINNING AT THE SOUTHEAST CORNER OF SAID SECTION 31; THENCE 1 W E KING COUN N 8834'43" W ALONG THE SECTION LINE 1205.60 FEET; -- -------- --- - ----------- THENCE N 1'01'47" E 175.00 FEET; P/ERCE COUNTY +x ORf,E��p�oject THENCE N 88'34'43" W 15.00 FEET; THENCE N 50-25'59" E 128.28 I FEET; THENCE N 5213'28" E 50.00 FEET TO A POINT ON A �+ '041p 6� site 175.00-FOOT RADIUS CURVE TO THE RIGHT (RADIUS POINT BEARS S 52Y3'28" W); THENCE ALONG THE ARC OF SAID CURVE 39.90 FEET 4G THROUGH A CENTRAL ANGLE OF 13'03'48"; THENCE N 65'17'16" E 111.41 FEET; THENCE S 69'27'35" E 119.21 FEET; THENCE S 85'57'07" E 60.00 FEET; THENCE N 4'02'53" E 1OZ92 FEET TO A POINT OF I DATUM CURVATURE OF A 345.00-FOOT RADIUS CURVE TO THE RIGHT; THENCE ALONG THE ARC OF SAID CURVE 332.97 FEET THROUGH A CENTRAL GRAPHIC SCALE ANGLE OF 55'17'53"; THENCE N 59'20'46" E 166.00 FEET TO A CITY OF AUBURN POINT OF CURVATURE OF A 285.00-FOOT RADIUS CURVE TO THE I 300 0 150 300 600 DATUM RIGHT; THENCE ALONG THE ARC SAID CURVE 152.75 FEET THROUGH A °� PROJECT BENCH MARK: CENTRAL ANGLE OF 30'42'28"; THENCE N 0'03'14' E 60.00 FEET J'� NORTH RII( OF MITER VAULT AT NORTHEASf CORNER TO A POINT ON A 345.00-FOOT RADIUS CURVE TO THE RIGHT (RADIUS POINT BEARS S 0'03'14" W); THENCE ALONG THE ARC OF (SCALE IN FEET) OF THE INTERSECTION OF LAI�LIND ELLS MAY AND SAID CURVE 38.00 FEET THROUGH A CENTRAL ANGLE OF 6'18'39"; - �' SUAno DRM..ov THENCE S 83'38'07" E 75.00 FEET TO A POINT OF CURVATURE OF A � OF SAID CURVE RADIUS CURVE TO THE RICHT; THENCE ALONG THE ARC 99 °> 93 CITY BENCH MARK: 49 SAID CURVE 243.74 FEET THROUGH A CENTRAL ANGLE OF s r9 BRASS PARE NUMBER 31-Q. 49'00'00"; THENCE S 3438'07" E 57.00 FEET TO THE EAST LINE sa z ,c BRASS SURFACE MONUMENT AT INTERSECTION OF MILL OF SECTION 31; THENCE S 2Y1'53" W ALONG SAID SECTION LINE ' a POND DIM AND 51■t STREET SOUTHEAST. 665.00 FEET TO THE POINT OF BEGINNING. CONTAINS 15.7024 , 1 ° 15 10 zr EIEVATION - 368.23 ACRES. ry ' SITUATE IN THE CITY OF AUBURN, COUNTY OF KING, STATE OF .e I, z11 PREPARED FOR WASHINGTON. HENDERSON DEVELOPMENT INC. u 9 to / u sa 1 SJ 15 , 9 11 \ 51 y w I ° 55 16 J 91 a a ! 9l P. O. BOX 3866 CITY BENCH (2223 112th AVENUE NORTHEAST) "� , s m MARK Ir 10 /61 a! a. as �� ra ih °° N i1 � rr IJ BELLEVUE, WASHINGTON 98009 TEL: 206 453-0496 17 q 'r y 9 IS FAX (206) 646-5907 1 a0 v I PREPARED BY SHEET INDEX 7 !a 1 � OwL la � w 20 51 51 J> J6 J � I9 I 8l Je r1 55 K JS 1i 10 � J , 10 J. 39 1 ° � '� �° e11 / 11 ENGIN E ERS 1 Ind■x 5 Title Cover Sheet 2 Master JtIlIty Plan 10 w Jz T1 !a s> s9 ar Ji 'J0 zJ A Dlvlslon of BOWL, Incorporated STREETS AND STORM DRAINAGE 3 1, 51 ! S a, s° a w 13 Sz e° z9 z. -. tTH AVENGE NE REDMOND WA 98052 3 Evergreen Loop8E ISte 0+00.00 - Ste 6+00) , ! z1 z' " -G61 869-2670 PAX (2061 869-2679 2! 18 JI 6J 19 a3 �> 1 , 4 Evergreen Loop 8E (Ste 6+00 - Ste 11+01.70) e � -� 11 1S >° 1> ze '10 u a• a> � » !y u 6 Evergreen Way SE ISta 10+67.77 - Ste 14+92.59) I 9 \ 1> 19 I J> 6 55th Street 8E (Ste 0+00.00 - Ste 5+85.51) aJ a' es n I !� 7 66th Street SE 8 Evergreen Loop SE I ro az al as \ \\ za crTr vuNr ` >, � !! S 57th Drive SE (Ste 4+86.83 - Ste 7+69.13) 'r sO •, a u a. SANITARY SEWER AND WATER „ �� 68 a° a. �, aJ NO. DATE RENSION s 9 Evergreen LoopSE (Ste 0+00.00 - Ste 8+00) r3 I� ze z, !' y ,,Its 59 z J 10 Ewr re" LoopSE (Ste 6+00 - Ste 11+01.70) I I° SJ �, 3 ",J 1hSa51 /� w w ., +3 p CONFORMATHESE N ARECE WITH THE OVEDCITY OFOA U N /11 Evergreen Way BE ISta 1000 - - Ste 14+92.591 n zs J sz ,r ss sa 9 CALL 48 HOURS ENGINEERING DIVISION'S REQUIREMENTS 12 58th Street SE (Sta ergrom0 - Ste 5*85.511 I la 11 \ S .a e ° c� 13 56th Street SE t E4+85.6n Loop 8E 19 z, w so jP 'z >! 3! sz 3 .� ° r' 1z J> BEFORE YOU DIG Approved By i.J.P/YwvS 3� 14 57th Drive BE (Ste 4+85.63 - 8b 7+69.131 -KI-NG- COUNTY 1z1-z - IS w !Sr1 S5 J9 r0 " w •'1. z uTO 1 9 r's� 1-800-424-5555 Date Approved: SJ/&/SS ------- Is i6 F.A.C. # 0021-92MISCELLANEOUS PIERCE COUNTY 15 15 Mdlbox Plan -� ° rR A 13 .7t __ 16 Street, Drainage Notes 5 Detailsi �` \ SECnON /// DATE BY CORNER / �� * *S/ DESIGNED: Sewer, PDG 77 S■ r, Water Nobs 6 Debtl■ i / oT �z�A DRAWN: 5/91 BLJ 18 Signing, Lighting, ChenndlaSon Plan 5 D„"wey Location. - - Lake/and Hills E" �b �b 7, CHECKED: 1/29/92 TRW APPROVED: 1/29/92 TRW 19 Gradln Plan 20 TESC Plan Division 8 i0 21 TESC Notes 5 DetaRs /J5 ,aLJ/LT PL.9rV5 FILE No.: 208 - 99 t .0 1 1 W.O. No. F43029 p ?RfPf{RfQ ,aY y PRINT 19� OPER TR/AD 14550c/RTE5 /NG I I°NAu �i,�r DATE: EJbR //9/S N� /26>15T.PliT Z._Ql/ pwaes ocwern 14. Iw. f✓/t 9&035r (D' SHEET: OF L 9�- 94D 1334 s l of Z7 LEGEND. POR. S.E. 114, SEC. 31 TWP. 21 N. RGE. 5 E., W.M. N0017J'740E R - ad96139" �- GRAPHIC SCALE ! ! - J4�00 (` 40 0 20 40 80 EXISTING DESCRIPTION PROPOSED PLAT BOUNDR�00' S sr TT I 45TTYP.) CITY OF AUBURN, WASHINGTON �\ ___ _ _ wSTA_7 71., CATCH BASIN MANHOLE ® RIGID \O\ 0 o < \\ £ j _ (SCALE IN FEET) • CATCH BASIN ■ = %J0.11 ® STORM MANHOLE O SANDBAG£ FOR = ADDED STABILITY D - — -SD— — — STORM PIPE ip"Spy <\ _ 12 W LOT DRAIN DRAIN W/CLEAN OUT a------�♦ 24SD fIs � 0 SEWER MANHOLE BOARDS: 6" X 1' BOLTS 2 PER .0N7 ____ ___ s SD•� /7 \ M a - - -SS- - - - SEWER PIPE 8-SSA OR 12" X 7" (TYP) 7/2" X 3" LAG SCREWS GAL V. (TYPICAL) _ ' / Oo / r \ SEWER LOT SERVICE ------_--- y.75 4 / \ pd WATER VALVE ® CITY PARK / /�� �z. • �- „�� �o\`\ aA FIRE HYDRANT Y (TEAIPORARYI N. T S STRIPE NOTES: �S� -t \CB y4B }t BLOW-OFF ASSEMBLY -----0 � / / /� �- - 1--- ,,,/ 1 4 ORANGE AND W417F /F TEMPORARY eel\ 1} / / EXISTING EL> '/ \ AIR & VACUUM RELIEF VALVE ------ RED AND WHITE IF IF PERMANENT ( /'\ REFLEC70RIZED. el9 / /� {{off" / PSPL ESMT .� j 'Z _ y \\ ♦ \� IN Df TE£ FITTING SLANT DOWNWARD, RIGHT OR LEFT, IN DIRECTION 7RAFF7C HILL PASS `t a'` / �� , * i, 0 SLANT 807H DIRECTIONS FROM MIDDLE IF TRAFFIC PASSES 807H ENDS , `r�' / \64 27 SLOP£ 10 I O i ♦♦� s \\ WATER PIPE BEND BLOCKING � WiDTH 6" EXCEPT J" IF RAILS ARE LESS THAN 3' LONG / 1 / T (SEE SECTION 5,07 KCRS AND MUTCD SEC77ON 6C-a) / j , / / yF'/CALJ 1 I ♦ ` \ CAP OR PLUG W/GONG. BLKG ]m Vote � ♦v SINGLE LOT SERVICE p----------- / / /, j!N,/g0m1i 5 ♦\\ 3 .,�\ `\ DOUBLE LOT SERVICE --------- 01 o 0 0 - —W- — — - WATER PIPE B"W� MAILBOX STAND �.i % / 59 �f✓ ! / j' _- j \ j \ It W°, rn w°O1' �' STREET LUM/NAIRE // / /'✓� -- c- 1 6Z - -- I \\ I 0jQ `<0.CC w' a J S _-- 1 0 0 i < -�� WHEELCHAIR RAMP // / / /'` ��� S7 S 8+16a I / CB STREET NAME SIGN POST ��, / / zpO / `,` 57 i �- Sjre 1 �`,�--` \ \\ 3. STOP SIGN POST Q i /i / / �'c 1 / i ! CB iT ���••. --` \ \ 1 ► '�� $ TYPE /l/ ROAD BARRICADE ITO�O %I �r / / A�-� t\ i 7� sa MONUMENT 0 / / 56 SHEET BOUNDARY -______________ 1f l / ioo \y ✓� \\� • . �_ — ,j 12,S SEE DETAIL 11 ON SHEET 20 ` ^� ( o �� / �i CB 9B - - __- CB v A�. DIVISION 6 SPOT £LEVA 77ON55 \�, jb* I B '0 \ / / Ob y v v /< 0000 Z - 02 . � 00 DI VISION 5A / ��� �� + / 5y ' , 8 1 \I i / i / Qy, i 0 w (EXISTING) ;.. - - —sc_ + ff g q/ ' 1 ; --- // \ 3 1 \ /K I \\ ♦ ` I 1 / / o o 53 \♦♦ / / % CBMH 12 D®F 7 I ILA_ �`V I --- 51 STA 5+51. 0 5 CB i j � q '` r w o i PLAT BOUNDRY 1 " ',./O A + / A - + 6 . c\ I I ' I I IF % 'A S ` I o _O `2 L o ,y j A - ttt_ S69Z EXIST n q 33 / � �� I O � Z zz N853707'W Z ) H3 �° '� D� < to . wee \`♦♦ s a C \ r L_-_ 'qW - -tom `♦v 3 0 EDGE OF EXIS77NG \\ - --�♦ I A I / • N� / k `. \ D� :, m N ~ LL A.C. PAVING E -< `\ �I I / ` ��. K _ T �\ , \♦♦ vm q5 \\ C8 #23 I 1 CB 22 \\ 4-- �" 40-39 yD H� ice' ♦ X/ e1 �' \\ \\ O do Z 75.aD' - - 51 87.80 / 1 1 / \ �Q LOO. Ns6aa'+a.w 1 \ I ------ - TA / c��ri �� I � 3 I _ I A . + )C00 I `TA 1 % q Ski# V �i \ moo �y . \\ i / �F \ �1 ; �e W C = m� 4 W �� � ' ; ✓ -~----- L Evergreen Loop SE'; y -t r X / / / / ?♦ _J Q`T --- / n1 1 / I EXIST. CB #13 I. SS 8 SS ^ ��jj77 y7 i W m N I I \ _, � I ' ! - \ g'W .� ` ,n \ \ ` \ �- THESE PLANS AR AS-BUILT AND � � "W �- \ ' \7 A' THE INFORMATIO SHOWN ACCURATELY Z ` NDITIONS AS OF NOVEMBEREFLECTSEXISTI 8,1994.G FIELD INFORMATION O I - GB �1 • \ \ , / OBTAINED BY TRI D ASSOCIATES AS OF THIS -__�'r DATE INCLUDES M AND INVERT ELEVATIONS rw- r-- VI ll II \ \ 'l --- ��_T / Sc f \ '/ OF STORM&SANI ARY STUBS AND ELEVATIONS //� TINf \\ EXIST • ��, r / t w \\ �� {7 ►-- �i�/ ALONG THE CEN RUNE AND FLOWLINE OF THE \// ^ - - -- - - 1 _ I �� / l I I I( \\B #1$ _ _ �i� ', sc (n` \ 0� ---_�- i t7� STREET.ALL ITE ARE MARKED WITH AQ W PI I / A Ito `---- --------- �, _ �i \\ v CB /y1 \\ J 0 ESE PLANS' II --------- ---------- --y \ 1, 28 ,ON THESE 2,6 25 3 Q 10 �i CB z e is Ewsr. l �1 I`i / i CB 112 I /1 / - \ ,x� � 1 i>1 Developer Facility m +; �7�' Extension Number: 0027-92 Q _ , THESE PLANS ARE *APPROVED" FOR ING CO N,1 I CONFORMANCE WITH THE CITY OF AUBURN ------I i\ 5883 � TG � tO'L2,0" TILIT 1 ` NOTE: PIERCE COUNTY 1,205.601 "Es�L 1 � �. � � � � ENGINEERING DIVISION'S REQUIREMENTS ID OF 21 i \ i SEE LAKELAND HILLS ROAD EXTENSION `- /✓ GRID FUTURE DEVELOPMENT l PLANS FOR EVERGREEN WAY SE `THRU --� Approved By- _S �Q� F.B. i I Date Approved: r 7/ FlW.O. F4302•NO. 8 N . 206-88 \\ 94DI33¢ Z OF Z-� P 3 r ---� o y yB / r POR. S.E. 1/4, SEC. 31, TWR 21 N., RGE. 5 E., W. CBMH 72 TYPE ll-4 " THESE PLANS ARE 'APPROVED' FOR - •/ CONFORMANCE DIVISIONS CITY OF AUSUR • / ` j CITY OF AUBURN, WASH/NGTON , STA +72.12 AT 15.47 T 7�f S Approved By EXIST. CB 14 L`��' i�•^ Dote Approved: STA 0+52, AT i - �o o / 20 LF " PVC '� y� F.A.C. / 0021-9 18.91' LEFT '` �� j 0 6 `38 f'c0 2.00% MIN. /��� s .p CAP & PLUG C%T�' EXIST. 8` STUBOUT �O . O GRAPHIC SCALE 's9 m i F� � .� � 6" P C LOT DRAIN �- - 20 0 10 20 40 % Q 55oze\ ' a N�� AT T.00% MIN. y3 6" PVC LOT DRAIN 1" 20' HoriZ. n n A7 2.00% MIN. = -Ile VP 1" = 5' Vert. + STA. 5+27, 23.5' L X+ / •��� ', A/�z / �. �"" o CB 16A TYPE II-48" STIR T LIGHT-✓ - o STA 4+57.30, AT q q STA 1+72, .50' LT o AA/' 14! 15.4T LEFT .4r yfo y. ,( 9 STREET LIGHT WHEELCHAIR MP TYP. / tlb^ b, �'d 20 LF 8" PVC °. �3y• / `tom A PER CITY OF A BURN / �,-' s O 2.00% MIN. Q `V STD. DETAIL S -4 srvb .55 ab,. �f's 26se< Ox CAP & PLUG ,,- �_ // ^ O ga% CBMH 16 TYPE 'JI-48� Z /e \ b J v 1.•, CB 3 TYPE I-C STA 3+72.30, A " ro m // bt° r1,0 4pQ Ate;; STA 0+37.08 AT A- 15.47' LEFT o i ` q 4 V t�� 18,82' LT. (56th ST SE) PVC LOT DRAIN 4 I/ 20 LF 8'0 PVC B' . - � � �� 6 7 AT 1.00% MIN. O 2.00% MIN `^ � SFsj ffc 8 ,k / H�' / `Q N r ryes �Rpp06g SS •� \��� 0 m CAP & PLUG �� EXIST. CB 15 0 `* k / �'� R TyA T .. z"q� ew>v `` ' T -_--__ 1 i\ SD \ \ O6 �9 CB 74 TYPE I-C �° 1 �� a" ..... �_ ti / ���� 18" m 33.03�� 9 / 55 STA 0+52 A T O� 0' '< 0 r.. - a \ 12 / 18.63' RT. (56th ST SE)' TA 0+37.08 AT 16.25" RIGHT �� / __ S EXIST. 8" STUBOUT 0002y tv ° iN � -�.... vFy 1 . r \ 5 ° 20 LF 8"0 ,A ,T ti• :, N ` / m. Fc / R 0� 0 2.00% MIN (TE(TYPICAL) EX/ n G ��' ^ / / 1� x I \ / • CAP & PLUG . (" n TYPICAL S � 5+X•�^3 / ` * I 6'' PVC LOT DRAIN Typ N COT /F� / // t 6mv. B--T-J-�B" STA 5+11.86 24.89' RT T?`lam/ .1y �.,� O(XA, / s 1 STREET SIGN POST AT 2.00% MIN. � I src.an I 1 \ sms.v4 1 R 2250o' " C �V x �. NOTE: `� \7s � SEE CURVE TABLE ON SHEET .ye 4 FOR CURVE INFORMATION.�G Y MAILBOX STAND'S �\L'l� 15 NDCBU - T1'P Q ,re l ! oX � � 0 1 m �� NOTES: FOR LEGEND TO SYMBOLS SEE .J I n y a _ » • a SHEET 2. 6" PVC LOT DRAIN ��m i - - /---\ •- 1" � '' _ �01 50 ALL SPOT ELEVATIONS ARE AT THE 2 / j/ O THIS SHEET ° - 1/ \ AT 1.00% MIN. STA. 3+47, 23.5' RT / % �'� �. `t8 ht 7� FLOWLINE OF THE CURB OR TOP OF �/�4►4 :"hill' a cJ SE PAVING DEPENDING ON THE LOCATION STREET LIGHT / M CSB 57{h ST INDEX MAP ALL PVC SD PIPE TO BE SDR 35 - -_- STA 3+49.56 23.87 RT THESEINFORMATION ARE SHOWN AND STREET SIGN POST 20 LF 8" PVC CBMH 15 TYPE 11-48"0 SAME MANHOLE THE INFORMATION SHOWN ACCURATELY ' STA 0+45.42 57th ST SE r REFLECTS EXISTING FIELD CONDITIONS AS OF NOVEMBER,18,1994.INFORMATION Evergreen Loop SE AT 15.47' RIGHT OBTAINED ASSOCIATES AS RTELEV ELEVATIONS CAP & PLUG 5S0 50 VC DATE OF ORM&SANITARY RNSTUBS AND ELEVA Sys II� ALONG THE CENTERRLINE AND FLOWLINE OV Pik' W STREET.ALL ITEMS ARE MARKED WITH A O Q �JI,_ 37 LF 12" PVC - ON THESE PLANS. I 1 Z O 3 Zi,� ® 1'86%!- 3.2Y 54 LF -- PVC O �' �� VC 57$ w ^ 200H HIGH POINT ELEVATION = 565.89 s J SS 1 '^'I y _ HIGH POINT STATION 2+34.16 * b o N ` 4" ER 8" WATER ' I'"'I 575 + b U N � W Oh Nn pj � O � uy - �o CB 14 STA 4-...- LJ o 'K one Z x 4 / e o + h GRATE ELEV = (s> 550.58 3 SS j - o PN STA - 2+35 II u - - - w R 570 0 4 W e - PVI ELEV 570 k + i U W It II It W O y / W EXISTING C L ROAD PROFILE _ - K 27.93 ii to - - - - (NGjS'°So. 93 L I U Q / h W 6mrbM 550.Z8 O ^ o • tiWY _ (j m � � h r� o Q 0 m W ¢i Q a t�u W / m - PROPOSED C/L ROAD PROFILE -�- W `/'S// h h ,� 0 101 8 n vi RS � dw / ` W '.. (NE) 549CaT _ a o = / (w) 549. 63 n II h o 565 Q a�. / L _ = U2) (NW) 549. 5/ Q ¢_III i 565 a z ai +3.55% ,•.+ - -I�. .=OQ% / II - - - - - - - - - - - - -41- - - \. mm 0 - - - - - - - - - - - - - -- I - - - _ - - - - I + Q i n yI � _ - - - - li - - - - - - - - __ II - 560 1 n �- � , I 1 _ _ - _ - � - it "- � - � '- - -`.n. J _ - _ - -. I _ F----Ht-- I Q I - 11 - _ .50 II � L _ __IJ_____ _ - - _ 62 PVI STA 6+00 -- .� -�"1 T - I I +F � � � - i 11 I KL-V .664 � a - 55>g F _. - - - - - -- -01 - - - - - - - - - - aF II II 80 LF 18Pit - -- - -- - VC O -- - - - - - - - - -` - - - -- - - - - -------- I II 1�8- I I - - r-- I_ - = GRATE ELEV. _ 5y.03 QI CBMH y16 - - -----1:1__ - - - - -1 L- - INV = 46 (8") (M 553- rn6 rl GRATE ELEV = {ar3��'�'- 5vz . '/ +-°-L -^- - - 545 Inv = i 1B"; (� Amyl. 45 I 1 INV. _ �I . ��/) s54 55 I --- ---- -. (/6") (5 55z. 'ffi 1 INV (5) 95/. 4J a NOTE... _. F>z . 1 " - (/B') (e)�5 '- 59 n CBMH :/12 STA 5 545 MINIMUM 42" COVER OVER I I 64? ti GPA ELEV. -5Mr gGA WATER & i FOOT VERTICAL t93y GRATE ELEV =- 5�9.l3(i (SE� S4%. OS SEPARATION REQUIRED. 62 a 18" PVC O -•--f--= (w) 5'So.s» ((5E25W) 596. 40 (/B� o v rn ro ro n m n 00 00n f O1 I c H7lTON7 549 95' 2oTTOM n rn o r.i N N Ci ri v Ln a N N N � 4yA. SJ 0+80 1+20 - 2+00 2-40 r+gL T.9" 4+0v 4- 1:: 5+20 5+60 6+00 % A m j ' - •�' �f51GNi. . Sewer _- - _ war _ d 13OWL PREPARED FOR A HILLS SHEET - HENDERSON DEVELOPMENT INC. LAKE � AND HILLS Z. 20, HORZ. 3 R MAY, 1991 VDO Dp. E N O I N E E R S P.O. BOX 3866 DIVISION N O VERT. r �IONAu>L> A� JiEC"ED (2223 112th AVENUE NORTHEAST) e P . 6' l u 4 A Olvl_lon of OWL, Inoorper_k_a BELLEVUE, WASHINGTON 98004 EVERGREEN LOOP SE (0 + 00 -6+00) FB 7 A°PROVED Q - 8320 154TH AVENUE NE. REDMOND, DNA 98052 TEL: (206) 453-0496 W.D. F43029 FXPu6-S OC1p8EX '., iw. F " `4`s At eowrS TEL 1206) 869-2670 FAX 12061 869-2679 FAX: (206) 646-5907 STREET & STORM DRAINAGE PLAN GPoC �' 208-e7 O 94 D 1334 5 oG Z'7 £ GRAPHIC SCALE POR. S.E. 114, SEC. 31, T WP. 21 N., RGE. 5 E., W.M. 20 0 10 20 40 CITY OF AUBURN, WASHINGTON 1" = 20' Horiz. 1" = 5' Vert. M KS CB TYPE I-C CB 7 TYPE 1-C STA 4+12.06 AT STA 4+13.59 AT / q -@J�- 1 6" PVC LOT DRAIN y6 19.7T PT 16.17 LT bi- : ( 3 CURVE DATA TABLE ,i. 5% AT 1.00% MIN. gE LOT DRAIN CLEANOUT _SDMH 5 TYPE 11-54"0 55th gT• 871 gee $ht 6 '� \ \ 3 CURVE DESCRIPTION PC STATION PT STATION RADIUS LENGTH DELTA STA 7+99.83, 13.42 LT e3+96• / � / m C1 RIGHT-OF-WAY 3+46.66 0+45.42 25,00 34,70 7931'28 TYPICAL • 8`, Line (gta _ 1 �'6" PVC OT DRA;h �`,\ rt C2 CURB FLOWLINE 3+46.66 0+45.42 33.00' 45,BO' 79'31'28' T 20 LF 6' PVC Match �* 1' m 14 2.0 MIN. So, m n 8 �. C3 RIGHT-OF-WAY 0+45.42 4+28.94 25.00' 34,70' 79'31'28" X--- O 2.00% MON. 8 m :y/ ��� C4 CURB FLOWLINE 0+45.42 4+28.94 33.00' 45.80' 79'31'28 _ f - - X-_ CAP & PLUG Iz F %! ;�0 LF� ,e PVC > _ �4 STA. 8+67„23.5' L ® ;' * r C5 RIGHT-OF-WAY 5+D4.58 0+49.54 25.00 37.82' 86'41'15 -*-- m -7']- .� O 2.00% MIN. _ i j C6 CURB FLOWLINE 5+04.58 0+49.54 33.00' 49.93 86'41 15 - r / STREET L/GHT '-1 ,EAP C7 RIGHT-OF-WAY 0+50.00 6+01.70 25.00 39.27 90'0000 ,78"SD T i � .�"� a a \ ,% S/ STA 8+16.70 EVERGREEN LOOP SE) I -_� 1 ° •..� C8 CURB FLOWLINE 0+50.00 6+01.70 33.00 51.84 90'0000 8. I I G a \ - STA'a+61.41 55 th SIFE-ET SE) _ (/� C9 RIGHT-OF-WAY 7+66.94 5+14.17 25.00' 39.15 89.4347 SS C10 CURB FLOWLINE 7+66.94 5+14.17 33.00 51.68 89'4347 IQ _ a•b - �-� �° . G N W �c _-� - y 1• �I ;- 5 «s. ' 1 Cll RIGHT-OF-WAY 5+00.98 8+53.28 25.00' 31.58' 72.21 53 C12 CURB FLOWLINE 5+00.98 8+53.28 33.00 41.68 72'21'53 8 SSF - s}9• - I / .8"SS C13 RIGHT-OF-WAY 7+49.17 3+96.87 25.00' 46.68 106'58 20 -33 + C14 CURB FLOWLINE 7+49.17 3+96.87 33.00' 61.61 106'58 20 V1 PL I 14"SD / 1 I 5.00' L. G� { 6+�' C15 RIGHT-OF-WAY 4+13.58 8+67.53 25.00 39.68 90,5600 V W I ?476,13" ssz.� 8"S� O J g^SS ;,s.ro >� C16 CURB FLOWLINE 4+13.58 8+67.53 33.00 52.37' 90 56 00 qr -�1-� _ g C17 RIGHT-OF-WAY 10+11.70 11+22.46 30.00 47.12' 90'0000" t _ ° ° . I ` �e � � i / vo N 0 E I S ,6? I (n C18 CURB FLOWLINE 10+11.70 11+22.46 38.00 59.69' 90,0000" V - - �_•_ ^•°\ 8"W scL/� - - - op 5s°.rz•, -� � I r'/ _ �. - (D C19 RIGHT-OF-WAY 10+03.79 12+50.37 30.00' 55.70' 106'22'58" C20 CURB FLOWLINE 10+03.79 12+50.37 38.00 70.56' 106'22 58 _�'--�` " ' ^�• \ .9S.p733 LF h i ' 4TyL � 549.�' 8"W - a1 % ' /- -:>- - - �K C21 RIGHT-OF-WAY 5+35.42 25.00 19.38' 44'24'55' MAILBOX STAND I �_ • - D/P N -_ ___ 32 - L / - =�- I I . N C22 CURB FLOWLINE 5+35.42 33.00' 25.82' 44'4943 LOCATION (TYP.) 15 l p ,, - _ _ _ - �_ Jw g' W }_� / / „'al -'�C _� C23 RIGHT-OF-WAY 5+35.42 25.00' 19.38 44'2455 's �� I W . • a ° •_�-- I / ® / /� hb C24 CURB FLOWLNE 5+35.42 33.00 25.82 44'49'43 Y0 s��\ �� I ; � V1 C25 RIGHT-OF-WAY 45.00 211.14 268'49 50 r ` STA 7+7391 254 ',,RT- _ (' -- --� r -` 1 w ,� / { C26 CURB FLOWLINE 37.50' 176.49' 269-3925" «n/` ✓ a "�«/ a n a\al STREET SIGN POST- - ( ' on STA 8+58.26 ,25.61''LT / % C27 RIGHT-OF-WAY 0+83.15 25.00 32.95 75'3121 �« n � a'a = C �I a'I I q y STREET SIGN OST i /� /� ' C28 CURB FLOWLNE 0+83.15 33.00 43.50 75'31 21 C„ a\Y4 NI . STREET L7G(1T 2 -L?- 8" PVC 9 Nv t p'�- j� i�/ \ C29 RIGHT-OF-WAY 45.00 184.27 234'3724 2.00% MIN: WHEELCHAIR AMP TYP. % / 1'\11'/ rnreur a a� G'J -- - - -55A CAP &.-PLUG - ti PER CITY OF, AUBURN STD I �� C30 CURB FLOWLINE 37.00' 151.51' 234'3T24" y7 DETAIL No .bfTSW-4 '�� ,�\ �\ C31 RIGHT-OF-WAY 1+84.36 25.00 28.96' 66'22 57 \ THIS / \ 5 6 �- . ` / C32 CURB FLOWLINE 1+84.36 33.00' 38.35 66'35 25 SHEET/ « 5 MBfCh �_w�°s � ; G:� \ \ �� \\ y7 C33 RIGHT-OF-WAY 45.00' 190.76 242'53'20 /1e - �� IN1K 20 LF $ C34 CURB FLOWLINE 37.50' 165.32' 252'35'52" ( // na -`'�- - -_ /, to `�"�' dQ•4r/ �, O 2,00% MIN. 'rs� ? C35 RIGHT-OF-WAY 5+80.47 25.00' 42.19 96'41 18 A" . , �� --' 560 �- 55th ¢�• S See s+ht s CAP ScPLU _------ _ C37 RIGHT-OF-WAY I 45.00 155.75 198'�1837 j' T `� 5+80.47 C38 CURB FLOWLINE 37.50' 130.19' 198'55 21 CB 11 TYPE 1-C C39 RIGHT-OF-WAY 7+06.82 2_00 38.23' 8T3645 i Fr+ a STA 5+00.98 18.68' RT STA 5+00.98 16.17' LT C40 CURB FLOWLINE 7+06.82 33.00 50.39' 87'2912 (55th ST SE) (55th ST. SE) NOTE: NOTES: FOR LEGEND TO SYMBOLS SEE MINIMUM 42" COVER OVER SHEET 2. WATER & 1 FOOT VER 77CAL /� �i "E' SEPARATION REQUIRED. EVERGREEN �C� / _ ���� O O � � � PALL SPOT ELEVATIONS ARE AT THE AOING FLOWLINE THE CURB BTOR OP OF INDEX MAP C G !V'� ON ION oW 570 0o vc " SEE SHEET 5 FOR PLAN VIEW J 1� 570 2 w W lJ 1 8 565 o v. e NOTE: CONTRACTOR TO OFFSETz, z a 565 + ') co II II THE WEST KNOCKOUT FOR 12 0 .� w w o mho � vM U) Lw uj 0 Q PIPE TO PROVIDE A MINIMUM •1r II ti CLEARANCE OF 12" TO THE e e cD z / 5 4) N Lj II U �" SOUTH KNOCKOUT FOR THE � '� > / 560 a w x W 18" PIPE. u / 50 VC t a w / 560 a (n " " o a PV1 STA = 10+24.VO o ^. EXISTING CIL ROAD PROFILE in II w / " v PVI ELEV = 545.94 N o, ^ z / q v K = 9.97 o+ + + C PROPOSED CIL ROAD PROFILE 555 / / ° a w n " w 7 555 f1i it J \ _ mm II ¢ (MIN.) 550 tp _ - - - - -2.02% 550 as 70, / �1 . � CAJJ �. 228 LF J8"' PVC O 1.969, _- - O 1 1 A 545 ------------g-----II=------------- 545 C - ----------------------- - _ - _ - - - - - - - - - � _ _ - - - - - _ - - - n # "L -'1 �•- _ 274 LF 24" /® 126,eb. TH ESE PLANS AR E AS-BU ILT AND _ - - -- ------ - JL - - THE INFORMATION SHOWN ACCURATELY 4 _ --- 540 RATE ELEV �= 59 .23 SDMH 5 --_ ---- - ------------- - ?�- - 540 9 S � � � �� ----- ---�--�----- AS OF NOVEMIBER,GB 1E13840INFORMATION - = ----_ - -_--- RIM ELEV - - Af.Y7.8/ SATE ELEV. - � Ts48�%(j __--_,---�D'�-- -- -__----- 1 I OBTAINED BY TRIAD ASSOCIATES AS OF THIS C (N�59S.55 INV. _ (12 (6)G95 cr. INV. = 645:•6& (8" rj1G.B5 ----- ------ J L_------ --� DATE INCLUDES RIM AND INVERT ELEVATIONS - _-J�-__---- --d OF STORM B SANITARY STUBS AND ELEVATIONS INV. % 645.53 IV I1 - s GBMH 3fSeE SHEET 5� ALONG THE CENTERLINE AND FLOWLINE FTHE C (" V - (18`(5�549.64 INV. = 545.57 (12')(N� INV _± 545.SD (r2"�(� I - / (2 (N) AW+$15.56(/Z`j(W� ` B 2 STREET.ALL ITEMS ARE MARKED WITH A, I dylJd"y 5¢O 6?' INV.- 545 25(w)(/2•� 914�M a"'A"I SIS.L ON THESE PLANS. _ 535 IIII - -- 35 LF 12'" PVC I I�4M �z z/ :1" I 35 LF 12" PVC 535 ® / O YOBS, lol O 1.00% O 1.9i% SOMH 1 SEE Si4CCT 5 m CB 7 O•®% I I mC8 it CB ,¢4 (,$8E 51fCLZ $ THESE PLANS ARE CONFORMANCE NTH THE R CITY OF FOR 'a GRATE ELEV = t5 -54%. 50 I I GRATE ELEV. _ S%> ENGINEERING DIMSION S REQUIREMENTS .INV. = (c' (N)"7 O- LJ INV. = Q�(6,f54(o.30 n__- � � � INV. _ (12'•) (5) 590.03 INV. _ ,i (12"; (5) 59b. 25 NOS' Approv.° BYL D 1 m S.Jg./Z ro ro m n n n aM ,r,545./g a a v v ,n o MINIMUM 42" COVER OVER n n w a 0 w ro v 0 N "� o <o w m a w v o WATER & 1 FOOT VERTICAL Date AP74 provea: a v r'i n N IN IN o 0 o m ai °� ? oo f r` Io m `0 w SEPARATION REQUIRED. F.A.C. N 0021-9 A. Sj w /`11.,0 6+40 6+80 7+20 7+60 8+00 8+40 8+80 9+20 9+60 10+00 70-r40 10+80 11+20 11+60 y : Z 7, D Son. Sew BY �0�� PREPARED FOR -SCALE. SHEE' I t°"" saw, HENDERSON DEVELOPMENT INC. L A K E L A N D HILLS HORZ � _ r = 20' GG ,yq MAY. VDO 0°.« P.O. BOX 3866 Q VERT. �_ g CHECKED 91 T 114Ar'- - E N O 1 N E E R S (2223 112th AVENUE NORTHEAST) DIVISION NO . V P . 5' V �9,ORAL Electric n owLlo., o. oowL. I =o.° e.e BELLEVUE, WASHINGTON 98004 a 2 '' LL �L19 gppRO�ED E°°°^'^`" 63zo 164TH AVENUE NE REDMC ,I: . A .:; TEL: (206) 453-0496 EVERGREEN LOOP SE (Sta 6+00 - 11+01.70) F.�oZ+a ,,, ,,,,,, Foot Elsv. I/11174 ,11T`J Av w1�Ts m TEL 1206I 868-2670 FAX I,CA FAX: (206) 646-5907 STREET & STORM DRAINAGE PLAN 206-98 94D13a4 q- of Z•7 STA 11+24.68 A' STREET SE CB '2A TYPE I-C n. 4, 1bJ END coNSTRucnoN GRAPHIC SCALE Nr�"r ✓�5 STA. 11+90.97, 50.94 LT. „ / n �i �' n\' n A Q STA 10+90.00INSTALL s4T¢I \ 16 TEMP TYPE III BARRICADE POR. S.E. 1/4, SEC. 31, TWP. 21 N., RGE. 5 E., W M 20 0 10 20 40 T'44, A�y p p, \ ��" ,® CITY OF AUBURN, WASHINGTON T��� THIS n �� �J CB 2 TYPE I-C SHEET - 59re.es 0 STA 12+i 77-. Np EXTRUDED � � 1" = 20' Horiz. i y .A STA. 11+58.69, 42.07 L CURS a BEGIN 5 WIDE S/W r J[STA 10+93.30 15 ^ �V E 1" = 5' Vert. �`L Z_PS 28.5 L T L, 04Y. �r __ _ YI tv n>,� STREET LIGHT �, - ---- -- � A 13+57 211, ._ Sl STA I1+7746 E✓ERGREEN WAY SE 64v"19 REST LIGHT \ \ = STA 10+71. 70 (EVER REEN LOOP SE) 4 .c° 515.a/ • _`�9�.uYY�� Y \ \ STA 11+2746 END 5':' W1DE '� f °` y-�\ �yL1�� \ 1 + # s N s a a u u« STA a BEGIN EXTRUD D CURB oo �'; 12"W 12-µ, PI. \`�\\1 J IF .77 £VERGR EN WAY SE N m .. 64U L DARY, BEGIN CONSTRUCTION ° Sfa,AO AND MATCH EXISTING PAVEMENT, CURB, � _ ,_ _ � GUTTER, AND SIDEWALK � w� a saa.n 11 12.W � � - ---_ b CB 4B TYPE I-C \ \ \ '',.P✓ ^; m R�,255. 0, e W/ SOLI LID m �' s4 / �iB pB, STA 13+7�5.00, 21.17' LT a \ , z1x 12 li 7.4b 5 '38'0 O - - 7Y llt-54"0 INDEX MAP qg. .4- 7?a 0' .fL .. x EXISTING SDMH 48 / / // i 39, n. /\1 8.5y -. - 5ac.a'I 646.it _ -- •ro w 11 , P',bF�0 sa \ 4r TYPE nl-ss m / o _ o6y84.7 P �5.0 LR v / 0 0 _ vt T m & 5+H.1'I h P �'Q• Gl �`' 0 R� / / 24"Sp - - - Z • G�0 _�' ` _. r h° s Q1 V h' pxh°Qp .(c. .� yPO GJ� O.A J� 48'LMV 57WNO P/P& . to r b I '< INSTALL . 0 •k- P G O V✓r. L 0 P Q Q 7��/¢ "F✓oovlPrav- � s, g 0' O -92S-5o !' ° / • m w1 - -� TEMP BARRICADE i6 � O `b� c Pr Q• �� Q P o O O � SMr. "z � 1 Q 4 ei - 4"SD'- `L AGO Q-POOO dc' F,Q• /A/V (/2'�= 529. 9[0 \ 2 co /� . 537•'>Z 1 \ / p 4,, h O �3Q `� WHEELCHAIR RAMP (TYP ) `R ,} �`�Q Q 0 pp\�'� �9 {�°� Q°� /N✓(5"GYe/5aC6 �23.�Xo PER CIT �OF AUBURN STD �` ' 1h1 .tv.. .49 °y/ / �PG.`L 4,k'y ♦ hl `L' OP JG Q,p. T` `V 5 d, ® Q Q 0 �7'G �'• C� °i i d DETAIL No S SW-4 CB 4A TYPE I-C A ,� 60• / / i ..+ N 5a � W/ SOLID LID ti OE.. O ° 3�14. PG ►x J,a'R' J O \' I� \ / / m FLb @ t STA 13+75.00, 21.17' RT P ®� QOry� 400°ah OPeQ�ry II �I v v G° / + p 1 S �`� vs,,a� V Q h` ° h� NOTES: / _ Ste 1� 20 LF 6" PVC p' \ (� x / A dine a' '9�V` h0 FOR LEGEND TO SYMBOLS SEE STA f0+70 9.5' RT GT, °' FI CONSTRLI,CT 6" HIGH\ 1• ' SHEET 2. e STA 70+19.98 28.29' RT M1 REMOVE PLUG a STOP SIGN POST ii ASPHALT'9ERM TO v; ' CONNECT NEW &TREET �iGOIT � WITH STREET NAME DIRECT WATER TO , ALL SPOT ELEVATIONS ARE AT THE 24" PIPE TO EXISTING : V-DITCH FLOWLINE OF THE CURB OR TOP OF / J VERIFY INV. = 539.68 20 LF 6" PVC 0 2.00% MIN. STA. 10+11, 24.34' RT • PAVING DEPENDING ON THE LOCATION. STREET LIGHT LACE STRAW BALES O CBMH 3 TYPE II-54"0 (TYP.)06 16 LT V-DITCH SEE 82/ STA 10+19 SEE SHEET 4 FOR CURVE INFORMATION. , . �� CB 4 TYPE I-C DETAIL STA 10+19,82, ` [rrP.) e 19.72' RT \ ! ",I, 1I THESE PLANS ARE "APPROVED" FOR RIP RAP SPILLWAY CONFORMANCE KITH THE CITY OF A NOTE: 0' IN WIDTH, 2"-4" ENGINEERING DINSIOMSREQUIREMENTS V QUARRY SPACES, 6" \ \ D t MINIMUM 42" COVER OVER Evergreen Way IN DEPTH \ App o.ed Q WATER a 1 F007 VERTICAL Date ApprowE: F SEPARATION REQUIRED. S E �-v` _- a \ F.A.C. , 0021-9 I 310 VC _ 410'. VC THESEINFORMATION ARE AS-BUILSHOWN AND PA STA = 12+80 THE INFORMATION SHOWN ACCURATELY PVI ELEV 1= 551.20 REFLECTS EXISTING FIELD CONDITIONS IS + ^ It In U In > K = 29.28 AS OF NOVEMSER, 18, 1994 INFORMATION 580 y p M + C p OBTAINED BY TRIAD ASSOCIATES AS OF THIS � to DATE INCLUDES RIM AND INVERT ELEVATIONS ZN `r II II 2 > OF STORMS SANITARY STUBS AND ELEVATIONS 560 gbh ZII WW - p; ALONG THE CENTERLINE AND FLOWLINE OF THE O m O II le ly P Z Q STREET.ALL ITEMS ARE MARKED WITH AQ IN V) Q O ON THESE PLANS. > +v '° Q e W 4i 555 ° na 4 ✓~ W � � wV~ W ^ O WW N W �� .. + ~Ca 555 rw it ZZ v � p _ _ .. N JU ^ 0 Swr 00 as ' KW I-¢ ti , a5 0 � - ^ �W CA zm Vn W 550 a LAKELAND. HILLS DIV NO. 6 SHOWN FOR INFORMATION ONLY f- - -- - - - - - r - 2.00% N 4, W 5 $ 2 �. _ _ _ _ _ - - _- EXISTING CIL ROAD PROFILE g Y 545 _ 11-- - - - � - : \ - PROPOSED C/L ROAD PROFILE U I I t- --- ------ -- - - -- - - -540 - -- �'ottF--sa�/rsR- oa.oD.s-EXISTING 122 LF 24" RCP 0 1.00% -. o � o d----- - ---- --I TV -i7 To - - _ _ _ ` U) � v CD540 _ _ -. - e r4a.ta v ' N a z LJ Jr - •-- - (N) 542.too � � dth 535 j m SDMH h'. �7TOH 69/. 9J7 \ j ¢ �: d g EXISTING SDMH 4B. RIM ELEV 'SI 65 - y U U 3 535 INV. = 6 ' (A/) 592.03 - RIM ELEV = 545.08 f� INV. = 5' l 590.96 INV. IN = 541.26 INV. IN - 538.76 36 LF 12" PVC Abn ' $g9.oS 530 INV IN = 538.78 63 LF , <o Q o INV. OUT = 538.26 0 1.00% �. 36 LF 12' PVC oo - pa pt'O �^ `" 530 ?" c 0 7?• I- z Rom° - _ a 0 6-64% �i- 525 Q CB y2A .GRATE ELEV. = 34*'� 54&- 5z 69m.Z4 52$ INV = uw-aa /+„ (N� 5+3. 93 (t� 543. 58 m CB 3 - \ j \ 12 =(K�S) 6-w' 56 GRATE ELEV. = 545.45 cv 00 6�zrcwr 9F3. oz 6crTCAq 593.oy INV = : (Wj 392.C.0 `H ® CB'S 4A, 48 (� 542.2y LID ELEV V4A=537 72 -046= 597.&B { W) +54/.20 CB #4A It, /NV : 54/.'55(2+� (S) CB Q4B W. 532.89(5� 332.74��� ®onoH Su'✓.7f 9 00 w yy < V 16 b O V < N Yl M N V) V) N O gAP,R6m�4 s� saOtCCITA,OB�BT p RSAI�w9Gn�H+-:E-6D 0 - --10+00 - 10+40 10+80 -7+�2 0 o1,1.a+�.6,,o0 12+a8 0 a ual Na 13+61 n 14 14+80Son �. , t � FOR fttx DOWL HENDERSON DEVELOPMENT INC. LAKELAND HILLS HORZ. MAY, VDO Gas P 20 a+ECFeD I P.O. BOX 3866 5 lopeL EERS (2223 112th AVENUE NORTHEAST) DIVISION NO , 8 VERT. "T BELLEVUE, WASHINGTON 98004 r _ S APD 8320 154TH AVENUE NE HFL W :4A F:.I• TEL: (206) 453-0496 Evergreen Way SE (Sta 10+67.77 - 14+92.59) F.B. 21 _ TEL (206) 869-2670 vu FAX: (206) 646-5907 STREET & STORM DRAINAGE PLAN W.O. F43oz9 - , - 206-95 ci4D !•S34 5 of 2") 8' PVC LOT DRAIN S8 _ --------------- AT GRAPHIC SCALE 2.00$ MIN. �' 4� - --,_ L� 6� POR. S.E. 1/4, SEC. 31, TWP 21 N., RGE. 5 Ew, W.M. �� CB j9C T1PE I'C� --�-- �© 6n 20 0 1I 20 40 v'71` --� 1 \ � 20 LF 3� PVC ® 2.00$ MIN. CITY OF AUBURN, WASH/NGTON 56 57 ��y A 1+90 �� t 1 _` CAP STUBOUT - z� AT 16.17' RT STA 2+97.19 93.5' T 1" = 20' Horiz. 40 F 8"0 DIP '•! '•` z� 5 *0 1 5 Z.gZ STREET LIGHT t 6,e NOTES: FOR LEGEND TO SYMBOLS SEE 1" = 5' Vert. FL 4 1 _ SHEET 2. 6" X 8" INCREASER',. /' \, I Zr00 -g�S- ALL SPOT ELEVATIONS ARE AT THE _ 1 / / FLOWLINE OF THE CURB OR TOP OF 6" PVC LOT DRAIN (PL T _"\ 1 �L _ y PAVING DEPENDING ON THE LOCATION. AT 2.00% MIN. , \ °64 1 1" / _/ �� / '4;(t� / \\ �L�29 ./9 .23 1 I Z371 1/ H`/q4 -� -, y� SEE SHEET 4 FOR CURVE INFORMATION W E �l2ir �t\u ry, \ a 55 S / , FL_ .\'I B 9B TYPE 1-0. 1 _ / 0 / �y� / 19 ` STA 1+90 �--�� ! /67 AT 16.77' RT 1 _ O 1 \? g STA 0+68.75 23.5' LT \ ���� O 8 PVC LOT DRAIN Z' / STREET LIGHT / / C• \ / �� 6" PVC LOT.DRAIN _ , / o _ b �� AT 1.00$ MIN. 0, I^ �� ,`Q t jiL,�j /JS � rw ! AT 2.00$ MIN. ♦\ < \ �p •� �\ 7 MAILBOX STAND / . W.5D FL ^ � \ /Y�., LOCATION 15 x CB� TYPE 1-C Q/ STA 2+ 19_ �� '� 0 ♦♦♦ AT 16.1T RT - _ ` •` � , �`�_ r ._ .. S• / �"♦ 1 FL �/ y '` CB 9 TYPE 1-C } STA 2+97.19 O' ` / y/ y� d �1 6" X 8" INCREASER Q 20 LF PVC h ti V ♦ ® ZOOX MIN. AT 16.17' LT v CAP STUBOUT H tiV )< �27 �� XX <. 551.47 p'("P '� � li / 6" PVC LOT DRAIN �8 0 L' � �/'�/ SSA. - FL Sy / ♦♦ / u� c.> 561 AT 2.00X MIN. � 76 y_ / \g95Z �9/ \< ��� T• < FLU l F \\ ' s yT �� '\ 549.05 Ss,63 < 9j ` \ �/ �� vv 80� ♦ 3° X 55-275 y' ' PC STA 0+06.54 / KS)z 6fa6.'M ° 4 t r+ " �eC'h i s n\'° y .�\ ♦ /' , ' S FL �`=� X✓ \ ON PLAT C L I 5/.SIL O 0p �8 1 1 !J JAL »Y V 1 I 60 P 0O♦ 1 I I rT S A 0+06 54 � J I s. ,� CvJ ��� ♦♦ . / n? 52 ��\ // \ 1 _ . C. �♦ TH11 s l ♦ n S 5'( JL-(CONSTRUDCTIONCC/L) BHEE� . . ♦� �s 1 \ DRAIN LOT DRAI / / \\ \ h g � \ » <vn v . x .e r •e f/� 1 e0 N. / / I -,F4�3, x EAN0UT CLEAryp[J7 \ P .� �-Q ` Y n .e me e e \ / � hYP. (TYP.) i � _ X x l \ ) 563.> '( THESE PLANS ARE 'APPROVED' FOR '• A 1 \ C303p 6 \ CONFORMANCE 'MTM THE CITY OF A 6" PVC LOT RAIN \ \ NN ^ ENGINEERING DIVISION'S REQUIREMENTS I �' s na e 16 AT 2.00% MI •\♦•• 1 /G1' 0 ` v Approved By. �yN.re si - Date Approved: .�f/ �1/ l ♦j , F.A.0 f oo21-s2 INDEX MAP J ♦ ♦� I y 55th Street SE THESE PLANS ARE AS-BUILT AND THE INFORMATION SHOWN ACCURATELY 120 VC' REFLECTS EXISTING FIELD CONDITIONS S75 - SEE SHEET 4 FOR AS OF NOVEMBER,18. 1994 INFORMATION 575 7 PV] STA = 0 p e'I ^ PLAN VIEW OBTAINED BY TRIAD ASSOCIATES AS OF THIS b PV/ ELEV 6 563.304 h �l e�w ^ DATE INCLUDES RIM AND INVERT ELEVATIONS K 23.37 OF STORM B SANITARY STUBS AND ELEVATIONS I�ww 1W9 C ALONG THE CENTERLINE AND FLOW LINE OF THE II II C V -� Y STREET.ALL ITEMS ARE MARKED WITH AQ 570 O , Q 200 VC O J + ON THESE PLANS Q W - + ti t lit 570 y W U U o PW STA 2+40 p h U W 2 G �W v PW ELEV = 552.00 r p yr w c N U U = 45.27 > > W K'� Y - m m /IS A T CONSTRUCTION CENTERLINE PROFILE II II II It ¢ o i 565 / CENTERLINE Q � 50 VC �� o H .ti 4`1 PVI.STA _. 4+22.47 'n W 50 VC WI .. 6 1.00% W y W PW ELEV. = 548.87 ^p b p ,�. cy PW STA = 5+0641 v "1 m W '� �K 10.60 K n b PVI ELEV = 548.87 v� II U\\ ^I --- - -_- _ -�� m Ui oo + v (0`°,o a K = 5.22 to In \. - It Iri 7 h p u p 560 a -613,g PROPOSED C/L ROAD. PROFLE ti �' II v ti W N ti ILL, J zII U) �' in IIW HW of InW tU -EXISTING-C/L ROAD PROFILE I > + z la U O W W m 'i c Q 2 555 555 L It zz 0 I11 it- -- --'L-I !� 00 CL 58% 98 1 I I as o +6 I� -� LF. 12„0 PV II 33 / w 550 - c ® 2100X It -1,727 � � _ � . + 009 -3 0z .r1 550 _ r - - ' 1 :1 II -- - - - - - - - - -- - - - ✓- -- - 1. �-i It 119 L.F. 12"o P 31.50 C.F. 12"01 IF / 50 F. 12"0 PVC ® 1.00% 5 L F 12"m 545 '- -_ _ _ - I Pvc ® 2.00 - -� -�� --- ---- - _ - - - - - _ _ - _ _ Pvc ® 1.1t$ / / / 545 ____ O . Q __ _ _ - - 10l I 1 - - ____ 1 N96 - VANE GRATE ® t' -p-----�-----^-- __ -- _ - I 1 _ -- - -_- _ CB /8E _ Q. _ 550.14N -- r, GRATE ELEV 55i43 -- CB 10 . SEE SHEET 4 yl 540 INV = 550.47 (tV) 5 1 1 INV - 546 9E7 u W/THRIt-CURB INLET INV 550. IS CIZ")e '1 p.N 5g7.28 (G") 5 SDMH #5 (SEE SHEET 4) 540 R FATTOM 599.36 - 32.50 C.F. 12'0 1 INv = 547 /O (12914 O ' INV = 516.93 (lZ")E CB #7 SEE SHEET 4 CB #11 SEE SHEET 4 GRATE ELEV - PVC ® 2.00X I I. - 'NV = 5508�3 5 �� 1 1CB SEE SHEET 4 /Nv 551. 15 ($") N NOTE. 551. 22 W THRU-CURB INLET , 90TTOM= 550.51 s, 5 / MIMMUM 42" COVER OVER WATER & 7 FOOT VERTICAL v to o r` o n rn N 'a INV•597.46 (6")N �'; N v 0 N '0 a o n aD °' " ri ri N N O RMi!/X'1=5•,Yo03 f 4 "'� SEPARATION REQUIRED. O Ol O) OI Of 0 O ci Oe Oe N O b N O ID N 'CI In Y Y Y ? N ? C < n N j "> - <+BO +-60 4+00 4+46 4+80 5+20 o+OJ DOWL LAKELAND HILLS A DATA Jay 0 D n. Sewer PREPARED FOR SHEET . . ;' : JRAVIN waOeTater we - - d HENDERSON DEVELOPMENT INC. HORI: - 20 Gas P.O.hBOX 3666 DIVISION NO 8 6 MAY, 1991 v00 ENO 1 N E E R S ART' 'OF CHECKED I (2223 112th AVENUE NORTHEAST) . p , S �� .� olw.loe or oow�, BELLEVUE, WASHINGTON 98004 55th ST. SE ( Sta 0 +00 t0 5+84. 41) 3 FEM%PE$ Wiomt 1♦ IW. APPRO\ED 8320 15<TH AVENUE NE, REDMOND, WA 98U52 TEL: (206) 453-0496 �_ I. F�029 L___ _ - - J FooGn t tv II-I8-R4 - DL 1 - AS B(.IIL7 TEL 12061 969-26I0 FAX (206) 869-2679 FAX: (206) 646-5907 STREET & STORM DRAINAGE PLAN - `"�;HID No. 206-94 94D1a34 6 oP Z7 GRAPHIC SCALE POR. S.E. 1/4, SEC. 31, TWP. 21 N., RGE. 5 Es W.M. 20 ° '° 20 40 CITY OF AUBURN, WASHINGTON 1" = 20' Horiz. GRAPHIC SCALE 1" = 5' Vert. 20 0 10 20 40 �0 � CI LL q J 1" = 20' Horiz. 1" = 5' Vert. "r 20 Lf, O 2.00X, PVC CLEANOur • `N p CANO P STU p�T / NOTES: FOR LEGEND TO SYMBOLS SEE SHEET 2. 6" PVC LOT DRAIN a o N AT i.DOR MIN. ^/5"(7YP) j ALL SPOT ELEVATIONS ARE AT THE -_ / FLOWLINE OF THE CURB OR TOP OF -i" T� __ 2 TYPf /_ 8' PVC LOT DRAIN PAVING DEPENDING ON THE LOCATION. 1 I - _�.�� CB C I� STA .26, p0 , -a'© AT -OQ$• ,tq/N I I S7 EET LIGHT I Q® I A T 16.25' � -. I - - LT ,H Bolt IT SEE SHEET 4 FOR CURVE INFORMATION __ _5�' .-�-,♦- J„__ _ _ I _ T STA. 1+86, 23.5' LT STREET LIGHT ALL PVC SO TO BE SDR 35 565.G7 A - *� `<♦'� SIGN - "WELCOME TO AUBURN" -. f� ^ r �� 568.01♦♦ 560.23 4" I 561. 4' 7 0/8 \� Ww 5 h � PERMANENT TYPE /1/ 1 ++ �"'-- �> I 1 6 'j"�'e� 56Z22 ♦ t } > 1 BARRICADE TYP.) 16C ^ � '.-. 1 1 / ♦ i .e.. _ 560. I B'W -� III 1 N '43'47" ,n c�i 1 "1 I 5GZ7f\\ t 203T4 y 1 _ _ _ _ X _ = OBt7Q'04' L I 1 _ ' S4131 PT STA 1+89.44 COUNTY BOUNDARY p - 0 8 \9J ry 0' S58�11v R.= 1 9 � 3 1 I KING COUNTY & PIERS";.' `. "" 10 255' ate\ 1 - i\ Op 7 � --_ - $3 END PAVING 41 f- I I a, 565.52 1 SliJ.O;; "16 \,� , a 8"r5_S 8SS 1 -- . --_v (/) I 8`S h � . 8hSs 10 4 +6y wSS 560.g9 / e _ _ 54D.90 - °000 1 Jam. • ty 000000800° 48' GMP' STANOP/P6 N-Jlal RI54e " 5 • �566�r31 j oI I x 0 rl 12'5D I ... \ I Al 0000 020 _ _ J.BOX °o °000 I v i C♦ 1 i 'Q 't ��� o° 000° TO CURVE) :,/` a�N r w I. _ �' �1 5fi+}F99 3i I ? �9 -' \ �ry �1 o 0 o EXCAVATE AT 3 H i V "rnr J�✓y�- ��o)_ 1° � 1D`I '- �___-- �- --���\ '\I 31\ STREET LIGHT /Pf l_ Q o$OoOo oo o° ON ALL SIDES 2" TO 4" QUARRY �Z/a i�yy -d-J �" ,r\' �'1 y 1 ^� �♦ 1 1 1 O n� Z w�.�I • / �_�__����- 7 C °°O0°o SPALLS 6" MINIMUM DEPTH. sZ�� �:�11,, y ; f625" R7 rT1 �Y a,,.,A. I C"J o \ ��yC� m 20 LF 8' PVC '0 I ♦ �J� H = I .C56& - X M/ a / / J - 5G7.o2 i �l C ®P2.00 N l� /� �' V p -\ LOT DRAIN �1 SrUBOUT \ / �(�X °� " " P , C __ \ \ Gq I CLEANOUL- = B` LOr DRA/N \ \� l �Y �� . / n"" w \ ♦ .tT�)_ C � V �'L�� y u „ ,: J � �j �(Ol ♦ fi3.��`� _ I 1 , � / �• • • �O / PJ VICINITY MAP SEE PLAN VIEW 57th Street SE 56 th Street SE 580 ON SHEET 3 580 SEE PLAN VIEW l 580 ON SHEET 3 "! U a 80 VC U RV1 STA = 1+79.37 _ 160 VC 720 VC e 5T5 N Z PVI STA = 0+97 575 PVI STA = 0+77 Py EL KV = 8.00 i o N p 575 G C Pw ELEV = 559.25ck� _ , 0 PO ELEV = 553.93 obi to :c2 „A In K = 39.94 + h K = 8.44 �+ e <o II t W 4' o �' ; J II CENTERLINE PROFILE W � - u I'. � � IS AT CONSTRUCTION 40 (6n ) h � n 2 U II II O 0 11 570 Bo m + h .� /A + o u 5T0 W w Q w h W CENTERLINE 570 o p n Z w M +. y W w 7 _ � - - r\ q Z i- W U 0 co U U LU W o+ + II , PROPOSED C/L ROAD PROFILE ti w + » ,i '^ m ,n '+ w o II. o w m m - II 565 n -EXISTING C/L ROAD PROFILE 2 D » > C / N N U n Q w 565 W o vi n m m 30.94 L.F. 12"0 30 U U a W 1iliTllfiEli• oo > ,C / _ _ 1 �♦Z'O� '300X PVC O 5.00X W W W n w `�� o+ + ,� PROPOSED C/L .ROAD PROFILE " 'r' �' N 15 EXISTING C/L ROAD PROFILE _ 560 `T� i - I I _ 70 F. e, -300X 555 INLET R 15' , I$ ! - -- - - - _ - ` tl THESE PLANS ARE AS- 555 `I� I _ - -- -_- -- O - - - - - - - - - Y - - ' = - -_- - _ - THE RMATION SHOWN ATELY 2" PVC ® 2 1 1 --I N - - - --� ---- AS 0-NREFLECTOSEXSTINGF 199 CONDITIONS _ __ 1--- - -- I----� -- -� - --yam 0 __ _ - - - -°- - - --'L'�'----- - ---- - --- _ - - - I p AS O NOVEMBER, 78, 1994 INFORMATION 7 II OBTAINED BY TRIAD ASSOCIATES AS OF THIS _ �_ _ - ' - DATE INCLUDES RIM AND INVERT ELEVATIONS _ OF STORM 8 SANITARY STUBS AND ELEVATIONS 550 -- ----- 4811 GMPgqS��TppaND?IPE 550 ' - - - - - ALONG THE CENTERLINE AND FLOWLINE OF THE ` 550 W IZ"R1+✓ 0 -- =_-_ - STREET ALL ITEMS ARE MARKED WITH At INV. = 55(0.39 12"14 -_ - _- ON THESE PLANS. CB 32 JZ"' SO.ONFACZ 559:89 -- -- --- CB 13 SEE SHEET 3 GRATE f ) CBMH 31 - " » DO 12 oW^pLOh1 558. )o 0 60J1OM 55332 � >; m ` 545 y irI F; P +tii FT 545 CBMH 12 SEE SHT 3 » » 545 CBMH 16 SEE SHEET 3 CBMH 15 SEE SHEET 3 - GRATE ELEV. - 559 93 " INV 55+ 56- 12" W .1 j INV.=559.65 /Z 5 NOTE: l .IrS INV' 555.24 8"E ydy--�5}3 INV-559: 57 12" � CB /{M4 (SEE SHEET 3)_ MINIMUM :42" COVER OVER OT _ B m- 553.86 m/THRU-CURB INLET INV' 555.15 8" 0 - WATER & 1 FOOT VERTICAL THESE PLANS ARE "APPROVED' FOR INV- 559.52 12"t4 SEPARATION REQUIRED. THESCONFE REVAT THE OVECIT of A u 801TONj e 55y.17 ENGINEERING DiMSPON'S RE;MJIRDA NTS tD 1p M m LL� N R n O N h 1� 41 ^l N Or N Approved By In Date Approved: A. 3I F.A.C. / 0021-92 y tpgB a+4U 0+80 7+60 r -: . +;-.'° By DATA JRY REPARED FOR SCALE o � x DRAWN watw " COWL HENDERSONPDEVELOPMENT INC. LAKELAND HILLS HGR'� 20 - 7 CHECKED g, VDO Gae - ( P.O. BOX 3866 DIVISION N O 8 VERTU. , one ENO 1 N E E R B 2223 112th AVENUE NORTHEAST n eTORAL " h _ dx 01Vmlon or ootl . tneorpormtod BELLEVUE, WASHINGTON 98004 57th ST SE & 56th ST SE F.B. 2 • 4 APPROVED �� - 8320 15d TN AVENUE NE, REDMONO. WA 98052 TEL: (206) 453-0496 ¢xRras xmetn u, IYw F tIn ev. t1-1"( 1-AS 6UILT5 W.O. F4302Y - -- - aREV1SON --- TEL 12061 969-2670 FAX (206) 888-2679 FAX: (206) 646-5907 STREET & STORM DRAINAGE PLAN GRID EN6. 20e-93 q4 D 1334 7 019 27 70- so v°" POR. S E. 1/4, SEC. 31, TWP. 21 N., RGE. 5 E, W.M. �'�/ GRAPHIC SCALE qT P COT OR CITY OF AUBURN, WASHINGTON EXISTING P - - .% / 1 \ o VC - 20 0 10 20 40 LF ° PVC ® 2.00% MIN. . vC! 2"p0% M/N q/N h REMOVE & PLUG PIPE f7 EDGE OF EXISTING I -- ,� �55 / T g• !/ c PAVING / n / \ i" = 20• Horiz. FL �� Qj (T�/ 5l STA 6+49.94 55 7 S/�/ // / 1" = 5 Vert. CB 3NFE 1-C %4.8 I COL - a o+oD.00 eEGIN C Cui-DE-sac � REMOVE EXISTING STA ' IRZ -FL y (TEAj OUT p PAVED TURNAROUND - / i / ' 0F2 10X 1 \ 5+23.E6, IG,3o'LT (� j� 5�5.21 Q ' y - --/ / SjP 53 MOVABLE TYPE IF- �l 72CTYP) �iffi70 -1' ® 1.�t 16 BARRICADE -- t M H• 1 20 'CF 8" P :- © / / 'F' ?ON NOTES: FOR LEGEND TO SYMBOLS SEE 2.00% M Q 5G7. { O , / NON SHEET 2. MZN.,.•; R • s 0" ! TT --- ��- � j . 5GG.1 SbL.87 FL `- / Y` r�9 FL FL �� �� -- ALL SPOT ELEVATIONS ARE AT THE 7 1 ' - EEj FLOWLINE OF THE CURB OR TOP OF PC STA COUNTS COUNTY BOUNDARY �� �� I -� I I 15'(� COUNTY � 1 -_.� - T_.� 5vs.�g 8-SS G T - � , � �0 PAVING DEPENDING ON THE LOCATION. BEGIN(PIERC CONSUTRUCTIONIN' S64. 7 A t ' ` f �' - _ I N 0p��56" E-6 ICB Imo^ _ - �! �•�� / / -- -/ �.I•\S�j �t�l SEE SHEET 4 FOR CURVE INFORMATION 12"5D 97.g +`b _ "u/a STA 6+90. 10 ro �. / ,. - \0 0 - Q _ -_ R__ Sw.rri. AT 15.33• L T B SS 48 22 ALL PVC SD TO BE SDR 35 SIGN _W EX/ST/� I -00�6" Sur.ev 4�j _I _ D �- 1 00, y / i "WELCOME TO BURN" � _ NG Wq TE C/NE 4j.21, R aH.98 / %- PT STA 7+69. 13 DIVISION BOUNDARY JL +� • , 12" ! T N 138 L.F. 12"0 N 1 � END CONSTRUCTION. SAW CUT & MATCH `I\ PVC 0 1.00% SGro.71 1 BOX EXISTING PAVEMENT / / / / /'� c I 1 #ZI R.5.12 FL $ x5lb 566,45 -L 1 = STA. 14+34.87 (DIY. 5A PLANS) FV �V l� C II G SEPAI RATION \ 5.58 _., - -v' "� I F�`_ rT�r 1"V�✓ ,. „� ' 4-I �.I " T T 5'25.% Iln.2o RT O p I I a _ EXISTING C.B. L DE l/EL OPMEN T 1 I fS 56G,16 - REMOVE & PLUG PIPE J�L1 �Y 3 .l 60-19 TYPE II -46"1 1 I 1 � rT -/ en.A.r ,. Y�=I p 5+02.93 25.41'Rr 1 I B 22 T1PE IBC ` .� I a; TA 6+8 61 q� I W I I I �G.51'FL AT 22.46 RT ` \ , 1�• �� F5L65.5 I • , O 2L00%"MINC , `y': �� x I IFL, I c, X� O�z�ry n /.� .. « .. y PLUG & ABANDON ^ p _ . ��- PERF TING 8 I 1 EXIS DI VISION N0. 5A PIPE (EXISTING) 11 + = N pp n ,e x565. .01 RAR NT� poSEME 1DAiNAGEEA R /NDEX MAP �9 >( THESE PLANS ARE 'APPROVE[ CONFORMANCE c D \ OT ENGINEERI G DI1NTH TME*F^ �{ r O�. // Approved BY D.Q.✓�tti Dote Approveo�_. .s flip/ ale \ J F.A.C. ; 002 S TM DRI IfE SE ASTHESE OFN VEMBEE 181fi 4INFO LT AND THE NFORMATION SHOWN ACCURATELY REFLECTS EXISTING FIELD CONDITIONS AS OF NOVBY TRIAD ASSOCIATES INFORMATION OBTAINED 6Y TRIAD AND INVERT AS VA THIS NOTE�i 15 50r VIC MINIM OATS INCLUDES SANITARY STUBS MINIMUM 42" COVER OVER OF STORMB SANITARY STU86 AND ELEVATIONS PVI STA = 5+00 WATER &-T-FOOT VERTICAL ALONSTREG CENTETEMS RLINE MARKEDWITHq ALONG THE CENTERLINE AND FLOWLINE OF THE �\ n� PA ELEV - 564.96 - ry ry - SEPARATION REQUIRED. ON THESE PLANE. ��\ ^ Uj PROPOSED CBMH �12 � � II (SEE PLANS FOR _ ti. �. . _. EVERGREEN WAY SE .� - (.1LU - ROAD EXTENSION) � W Q U m LQ o LQ 580 580 m 580 - -- __-_(SAME CATCH BASIN) 2 _ _ _ _ _ _. _ _ _ _ _ _ ____ _ _ __ _ __ _ _ _ __ __ _ _ _ _ _ _ _ F- W 575 575 575 " m Z >- + O EXISTING C/L ROAD PROFILE o0 PROPOSED C/L ROAD PROFILE e o 570 w w 570 �.w 1 oe 570 W '.'Loa +1.00% ice / 565 565 �� \ 3' ili 565 3• III - - - - - - - _ _175 l-F 2"0 PVC ® 0.50% - -I T' _L I.- - ; 32 " - 1- - - - - - - - - - - f ELF. 170 _ 1 __ • 6 Nig= F. 18•'0 PVC ® & 0.0'/. _ - _ - - - - - - - - --a - -_ __ J - _ _ __ PVC ® - � I I � . - - - - - . _ _ _ __ _ _ __ ____ ___ __ _ __�D�_ __ __ __ _ __ _ _ _ _ 560 3.12% I�I. _ 560 - -- - --- - --------- - J 60 9 eBn19 ��f21 GRATE ELE .= 565 55 I NV.= 560.44, 12"N EXISTING CB 23 GRATE' ELEV.= %_t 8$7 INV. = 560.65 12"S REMOVE & PLUG PIPE %we INV_ W.0 6 E M558.55 E. _^ _IF1_ 0 -;-. .? a-= ., . t e 56 I zz 555 CB 20© NV 5ro2 05 /2 N IgN01TOM= n PROPOSED CBMH 2 ?� 1 SEE PROFILE LT EXISTING CB 22 5$ cu GRATE ELEV. = 5G4.85 INV- 560.85 8°LI RIM El 566. 29 ���r ATE- ELEV. 566.66 REMOVE & PLUG PIPE INV = 561.45 6"Id INV= 5(00 (0Z 12,15 INV. 559.31 1811W 1" INV- AI ✓' '^"% 560.9E 8"E S07FOM=559.59 INV �s 558.70 Z4"5 INV=569.278°� 50TF2"7= 560.65 INV 5.58.25 30 N ,807F0I'1' 54t76 INV. =56Z9Z IZ"5 CB ,y23 55o (SE GRATE E. 566.69 /NK= 564.0E 8 !J INV. /NI/' 563.9`I• /Z"t✓ '507701-1= 5G3.57 W BOTTOM= 554. 36 <y UJ 1(1 1() I() di I() 1'. (6 (O D (p (O V) t0 O ¢ (O UJ cC cD t6 4-4C 4-- ,.. -.-8i� ;. _ : � �-4C 7+80 By DATA �gy 10 m 1 � _ _ PREPARED FOR �°"" DOWL LAKELAND HILLS gr Stcm se.« -- HENDERSON DEVELOPMENT INC. HORz. JA _;:�D ,fir DRnx1+ wo _ .- - - P.O. BOX 366E VER T . 20• ` x �?" MAY, 1991 VOID Ga. ENO 1 N E E R S (2223 112th AVENUE NORTHEAST) DIVISION NO . 8 r . 5 J °NAB ¢¢ CHECKS or Dower, ln==rpor.t•e BELLEVUE, WASHINGTON 98004 t �'Y A owlao., F.B. - '.".. . ocroem to 1Y"4 APPROVID I I - _ ,y I - 8320 saTN A„E.,,.- ,._ [ MDNO. WA 98052 TEL: (206) 453-0496 55th DR. SE ( Sta 4+85. 50-7+69. 70 ) w.D. F43029 _.._. TEL 12061 869-26' '� 12061 869-2679 FAX: (206) 646-5907 STREET & STORM DRAINAGE PLAN GRID '�' 208-92 94D133,4 8 of 2� r -, -- - POR. S.E. 1/4, SEC. 31, TWP. 21 N., RGE. 5 E., W. s THESE PLANS ARE h OR CONFORMANCE TN'APPROVED'Y ENGINEERING DIVo:", u n cOR CITY OF AUBURN, WASHING TON s �, ))//��� Approved BY A/�7 STA 0+66.11 " CONNECT 8 P - % xOS'� Date APProvee/ TO EXISTING ' % o0 7 F.A.C. / 0021-- I STUBOUT Oyy ;' c T9 s yyo-l�0x s� moo i/ X 0039 GRAPHIC SCALE 20 0 10 20 40 `fir�0 % m / 0 ' a % \ � a�ae oo uv soil kp / '`�\ \ ' a ��.\ v'�m, � XOb �I '10 1" = 2 ' Hera.5 !�' 1" = ' Vert. I + +m m tiV \ WATER UNDER STORM / .� / y\/ �', \ \� �{ ~e�} 2p• oo v - 3, PIPE CLEARANCE .� / / \� h q�e ryP o o SSMH 8 TYPE 11-48"0 . 'S- m MIN.0.5' ',� STA 5+46.20 5.50' TA% ��'2 ° �� \/ •�� r r �`- L \ 2 / ° v�vO / f. J �1 �A r, STA 5+64.70 /... eA Tb TYPE ��, -40\ ® STA 2+60. /. . 0\h6�F SS sv' \ti S `• %'J I.><�OWATER PIPE CLEARANCSTO E VER R •o�c. / `F P4 � .. ✓ = E MINIMUM ♦ a�SSMH 1 TYPE ll- "0 N ; w 9 L\ 5'; / E ` STA 3+82.30 5.50 T `^ yx C� 0 21 , - _ r 7538 S �\ 2 al + 1< t o y �\ Ide �,, o- c+\ - \ STA 5+03.t4 -J / / �o�yyy 5 9 23.50� RT , • L �� ° B' l / 21 � 18"SD \ �30 � }0 1Z9� « STA 5+03.14® U �' yry.0 R� \ �� 8 v} \�\n Di 22 /I/ 0 8"SS •1 \ , / STA 4+80.00 2.00 L � t[�(C'°7 71 / m o 1 9 34 b559. (1!,f ___ . 1 - ._ 7 y"3��1 m ``/ R 225 1 .00' L q 37 3.9 Y - aD R ® 1A'y \\\ / } �� � 8"W� 1 p � /Y �a,\Y\,/T/• ,° v g �/ N « Y a •! 4 \ \1 m ,. �•\ � 1 � I m, o., X �C Q yy Tq NOTES: XIy/ STA 4+00.80 � STA 2+3� 16 \\ice\ 4$ 0+8184 _� X F 1 13.00 RT c� y Y m,e MqXPCrC 1 1 D+51.10 �SJJ FOR LEGEND TO SYMBOLS SEE V�556.0 1 22 v 51P''4 SHEET 2. —-_�S e +50 SEE WATER AND SANITARY SEWER S{8 T188 SHEET j GENERAL NOTES ON SHEET 17. ;/.40 Off` WATER STOR pY ® ne g $ht 3) $E SEE SHEET 17 FOR WATER PIPE CLEARANCE Mat ISe51{h ST FITTING TABLE INFORMATION. INDEX MAP' _,�- .-ice Evergreen Loop SE r tp az� ;� F1 a' n 580 00 3 F --- -------� L---------- II. „C i ----- 2 IL __ ---___-_.I r____ 1 " I. OO NAL 575 w `I^ r y I 575 w - Ss a" W LJ g_ W L w o u / _ _ SS _ 570 570 o + Q a AIR &-VACIUM RELIEF F op = o N / RLFL75EL �/L ROAC PROFILE "- VALVE ASSEMBtt Y '+ + y - 565 j - _ i 565 - I I A 47" MIN. (TYP) PROPOSED 8" D I WATERMA IN 1 11 II r O e 56q 1 ` n/ O I n �I � � e A IL--- -------- - - ------ .---� --r" I I ' I i i 07— — — �Jr 551 1 11 555 10 I - -- - - - -�-+ - - - - ---'------- - - -. - - � 196 LF 8' PVC OO.BOx i L_ C il ----- - --- - - -- - - - - - - - - -- II Ll _ _ ._ _ _ _ _ o.pry _ W 117 LF 8' PVC O 9wx 1 OL_ 7 I- -- - - _ 550 - ----- --- 13'A tF srg - - -- - - -- - - - -- STA 0+66.11 STA 0+6E11 — r-- -- - - - -- _ ------ a0�__-- - - - "V 550 CONN. NEW 8 PVC CONNECT NEW 8" D/ TO 67 LF 8 PbC 4 1.85X --- _ TO EXIST. STUBOUT EXISTING. REMOVE CAP F � 1 - --- AND BLOW-OFF ASSEMBLY. I-1 545 FLEXIBLE COUPLING TO BE m SSMH 2 m SSMH 1 m SSMH 0 USED: y NOTE: RIM = 1 157,& fb w 1 1 IM . _ 545 = INV. IN - M&M ! K+s/ . 902. -7 9 MINIMUM 42" COVER OVER I � I I INV. IN = z�T-aA@r@& 5so. 77 INV IN = �.�-3- S49 . 25 WATER & i FOOT VERTICAL INV OUT = 65608E 156/. ¢9 INV. OUT = 550. 67 INV. OUT = 6 # 519 .Iti ® SSMH - SEPARATION REQUIRED. I RIM ELEV. lP _ " 556. _ _ _ _ _ THESE PLANS ARE AS-BUILT AND INV IN - -}� 5,16 .04 3 lr - - - - - - -- THE INFORMATION SHOWN ACCURATELY INV. OUT = 54Z£c 547.9 9 (- - -- -- - - --_ - _ REFLECTS EXISTING FIELD CONDITIONS '- - - - -- AS OF NOVEMBER,18,1994.INFORMATION : OBTAINED BY-TRIAD ASSOCIATES AS OF THIS _1 DATE INC W DES RIM AND INVERT ELEVATIONS 1 OF STORM 8 SANITARY STUBS AND ELEVATIONS SS ALONG THE CENTERLINE AND FLOW LINE OF THE STREET.ALL ITEMS ARE MARKED WITH A AON THESE PLANS. _ . Q� Oi • i,-+11C :+20 1+60 _ �-4L e�tf�. - � �'L- •+-4� - 5+20 5+60 6+00 g ~ 4.. z Z D % By San x.ai - - s, w. _ _ , d DOWL PREPARED FOR LAKELAND HILLS DRAWN w HENDERSON DEVELOPMENT INC. HQRr - 20 VD0 T P.D. BOX E N DIVISION N O 8 VERT. OF p1EC1(ED 91 _ E N O 1 N E E A S (2223 112th AVENUE NORTHEAST) , T 5• OF •�``9/aN /�� I A o1w.Io., oe oow� 1 pe...se BELLEWE, WASHINGTON 98004 Eamerneote EVERGREEN LOOP SE (0 + 00-6+00 ) FB 21 E%FRES OC,aBER 14, taw 'PROVED F aOeY. III/V/94 IJj AS 5V(LT'S rL 8320 15AFF A'EN,C NE. HEDM - yAc .: TEL: (206) 453-0496 w.0. F48040 sREVISION TEL I2061569-2670 FAX �2 , ' FAX: (206) 646-5907 SANITARY SEWER & WATER PLAN .OPID `l,`$. 20e"91 �14 D 1. !`+ 9 016 27 t GRAPHIC SCALE POR. S.E. 1/4, SEC. 31, TWP. 21 N., RGE. 5 Ep W.M. 20 0 10 20 40 CITY OF AUBURN, WASHINGTON /1/{ l' = 20' Horm z WATER UNDER STORM 1" = 5' Vert. PIPE CLEARANCE - QI y5 4 v yb = 1.0' MINIMUM 62 63, t See Sht 12 SE k a 55th ST. 87) >�> 3 o e 3+96. x - >n ., El h h (Sta I m l m 2 Matc Line �$ m I / SSMH 3 TYPE 11-40 m STA 8+09:- 5.50 L8"T n 0 1 STA. 4+52.95 6' LT. N "5 � B� IN HORIZ. DEFLECTION o j 5( TYP N 1 r 1 __�-- co F 18 S0 �� - - 1 / A d SI STA 8+76.70 EVERGREEeN LOOP SE) 1 1 -8 SS 1 �__ 11j' - - O ��' = STA 4+64.41 55 fh 5 ,BEET SE) +�� l• (J� .t„ - ---- N78_SD . to - 2t NOTES: FOR LEGEND TO SYMBOLS SEE � 1 8"55 to SHEET 2. -�- - --- - a -- -- R AND ITARY -- -- +a 1 as h_18" p4"SD " ;" -_-_ }- + - 1 285.D0'- A O GENERAL SEE ENOTES ONNSHEET 17. •� 8"W WER 124 - _ vj SD m aBaX S SS __ 1 1 . 260 L F " 76 13' W� _ . 8 S3'" • 1 _- - 1 V ° ' m p•LP. .� - WATER FITTING < . 5 SEE SHEET 17 FOR .0 _ n a CL 52f- _ _ _ - - ---- N`06 �'53" E LP. (CL 2) 18'W .,ql r ,.IrnRI/n Tcn; O W N •M �_ ' 8'W __-____--Iw —"1-- w a 1184 L.F. 8'0 D' - el * ALL yvc, 55 TO BE SD(L35 O�R 1 t g •W a -��1� Irk Q ���__ 8"H' 8" _.'�� .,. �� 1 •'► II 20(Type STA. 7+79.37 13" RT. „ o BEGIN HORIZ. DEFLECTION -1 STA. 8+5N.04 13' RT. 'I? WATER UNDER STORM J v END HORIZ. DEFLECTION x T> >"`l "I v PIPE CLEARANCE 20 I A n Cy-4 b = 1.00' MINIMUM ® y L` Z OIN o 1` am)MAC „ J I 2" WATER UNDER S ORM < THIS ). ! ~O Q v / PIPE CLEARANCE ILn A SHEE'� ao v Mafch fne fSfa 1.0' MINIMUM'. o� > 5 17/ See 2� h Shf k ��X �„�U � iy .. .. ., St f4. STA. B+OS T. SE 12 I m y 11 Y 1 = " NOTE: MINIMUM 42" COVER OVER _J �,V / I WATER & 1 FOOT VERTICAL EVERGREEN LOOP SE SEPARATION REQUIRED. INDEX MAP W CL N SEE SHEET 11 FOR PLAN VIEW 570 ° W 570 LQ --- 0 CJ ul + a 565 ~ ¢ z _ _ _ �. _ 565 1 Lls J / 560 o lk 560 STA. 6+60 EXISTING CIL ROAD PROFILE `n II. / / \ + + o AIR VAC. & / o ^ - RELIEF VALVE z� PROPOSED CIL ROAD PROFILE w 555 l / / \ 555 O / DEFLECT WATER PIPE STA. B+OS — ` ` / p 2" BLOW OFF STA. 9+14 _ UNDER STORM. 1.0' AIR VAC. & - MINIMUM CLEARANCE i — `}- / l A 1 RELIEF VALVE — — — — / .,. ,V `'•' . o d -- \ / STA. 10+39 5� 550 (p 2" ecoW oFF -- — / — PROPOSED 8" m DI WATfRMA/N I I •,,. yr i516Y� ___ __ __ ______co __________ __ VIAL ___ _ _ _ _ __ ____ _ __._ - -_ 8" PVC ® 1, 74% i F 63 LF ___ _ 47" MIN. (TYP) n i I l I 545 � 545 � I � I - - ---- ---- - - -- - _ -- --- AIR VAC. & i'MGV. __-__-_ - -- -1 t -_ _ --- RELIEF VALVE ✓ 255 LF 8" PVC ® 7,427, CAP & PLUG THESE PLANS ARE AS-BUILT AND 540 SSMH 3 1 1 B"0 WATER PIPE THE INFORMATION SHOWN ACCURATELY 540 RIM L V = 55o. Db 36 LF B" PVG REFLECTS EXISTING FIELD CONDITIONS �I INK IN = 541.90 542. ZS CAP & PLUG AS OF NOVEMBER,163 1994 INFORMATION INK OUT = 541.8, 642./S ® 1.QD$ 8"F S.S. PIPE OBTAINED BY TRIAD RIM AND INVERT ELEV AS ATIONS THIS DATE INCLUDES RIM AND INVERT ELEVATIONS n n I I n ELEV = 538.54 AOF LONG RM THE CENTERLINE SANITARY STUBS ANDFL D ELEVATIONSFTHE I I I ALONG THE CENTERLINE AND FLOW LINE OF THE 535 __— —_ STREET ALL ITEMS ARE MARKED WITH A m I _._ I I_— (. I �_—_� F J I L� SSMH .- ON THESE PLANS. 535 n Ij-------- - II - - - - - - --H L--- - - - - - _ _ -I r-- -- - -- - -- L-__ _ _ _ __ _ _ .____J L--------- IM ELP ---- 547.01 I I I I lol I I I I INV. IN � 5� . 2�/ ----- - _ LJ L-J INV. QUT = 226 538.14 THESE PLANS ARE •APPROVED" FOR -' LJ �� CONFORMANCE WITH THE CITY OF AUBURN m ENGINEERING DIVISION'S REQUIREMENTS LI NOTE: S.U. cl MINIMUM 42" COVER OVER Approved By W WATER & 1 FOOT VERTICAL Date Approved: awl, khy ` SEPARATION REQUIRED. F.A.C. N 0021-92 A. S� ■.may df„p 6+40 6+80 7-�15 7+60 8+00 5+40 9+60 1;.400 - - 3:- 11+60 e - o= o Y Y _ _ PREPARED FOR SCALE - d DOWL LAKELAND HILLS �p I Starts se.br HENDERSON DEVELOPMENT INC. HORZ. t• . 20' MAY. VDO GDRAIIIN Gaa, - --- -' P.O. BOX 3866 DIVISION N O 8 VERT. or RaCtsrcn� 6 MAY, 1991 - ENO 1 N E E R S (2223 112th AVENUE NORTHEAST) y' �� 5FECKED I h e- w �9TONAL A olvemlon or DIC, �, Incorporated BELLEVUE, WASHINGTON 98004 -_6. _2 - z9y Ea.emants _ TEL: (206) 453-0496 EVERGREEN LOOP SE (Sta 6+00 - 11+01.70) -- ExPiPLS oc*oeFx L, lac. Faotl Eev. II/1•f 1q4 LBrh AS btllli7e. 6920 06) AVENUE NE. REDMOND (20 wa 98652 ( v.0. F19029 -- - - aa TEL. I2D6I869-2610 FAX. 1206) 669-2619 FAX: (206 646-5907 SANITARY SEWER & WATER PLAN xID 206-90 94 D I334 /o of 7? STA 11+24.68 ('A' STREET SE \ END CONSTRUCTION rr�`r a� •• " �J GRAPHIC SCALE (�r Cn � 3�A POR. S.E. 114, SEC. 31, TWP. 21 N., RGE. 5 E., W.M. 20 20 '° CITY OF AUBURN, WASHINGTON ?� S"�TTO CJ \ \ OLIVEE HYDRANT AVL. S.E73' LT. - / _ 30. •• �... '� STA. 1+551122+55 1" = 5' Vert. \ T STA 1 46 1:T 4F 8" DIP ` 35 LF 8" PVC ® '2 PLUG k AP 0 18 \ _ - 2A5 LT• INV=538.89 - \� Sl STA 17+7746 EVE�CREEN WAY SE � _ - _ _ \ I � Y "�� H na n•' °e STA 10+71.70 (EVERfREEN LOOP SE) \ Op tl 9 12"20 \ a a a. a n e, a •a•• m ee STA 10+6777 fVERGR EN WAY Sf ` 1\ N 1 -____STA17. 27 ` -� L ae a as s a z, e. O PLAT BOUNDARY, BEG/N CONS7RUCTION 1T 90.46 Q 65 L A- \\ ,e `�\ \ AND MATCH EXISTING PAVEMENT, CURB, 12•'W 13.00 Li GUTTER, AND SIDEWALK ° ^; _$ _ R O / p INDEX MAP- " p.LP (CL 52) o STA 1+7SSMH L 96E 5. RT 25500 -L _27,9. 12 m - _ pV 52 • . \.., STA 14+48.00 " \V� ! 12" 124.09 L F 8�'38'DY S I 4 4g: V2. \ 28.50 LT NOTES: FOR LEGEND TO SYMBOLS SEE SHEET 2. p6-18 7 - m m" -�� p0 �P�� SEE SHEET 17 FOR WATER FITTING TABLE 0 - ->m £m �� -���� ♦� 1 ° INFORMATION. SEE SHEET 17 FOR GENERAL SANITARY SEWER AND WATER NOTES. vt - --- - --- -- /� 'w y �7, ALL PVC SS TO BE SDR 35 /2 c 0.. a GNU'. \\ 24"SDI g / ,w ` WA TE -UNDER STORM 'Z \� l �5 u PIPE CLEANKE WATER UNDER = 1.0' MINIMUM'',, \ • S h9 Qy'C� / o � IPE CLEARANCE ®s 3 D less INTO' 111 ° 10 a �A3�osh 7 2 1p9��yJO sht \ 8 / \s�• � V / I. _ ` , ' e STA 10+03.79 U � is , SSMH TYPE 1/-48"0 . o t8 1�/'}O 23-50 RT 't� ht` , 9 p* STA 11+00.00, 5.50 R-T ^' �� 4 I 0y/ \� Phi x tch fine 3300O++03.79 05- V / 8 M % - \ CONFORMANCE WTH THE CITY OF°AUBUR ENGINEERING DIVISION'S REQUIREMENTS EXISTING SSMH 038 NO TE: 7 TYPE 11-48 0 MINIMUM 42" COVER OVER \\ ` WATER & 1 FOOT VERTICAL Evergreen Way SE �P�;� By �21.92 vO SEPARATION REQUIRED. �\\ Date ro�ee: THESE PLANS ARE AS-BUILT AND W THE INFORMATION SHOWN ACCURATELY REFLECTS EXISTING FIELD CONDITIONS AS OF NOVEMBER,18,1994.INFORMATION OBTAINED BY TRIAD ASSOCIATES AS OF THIS 560 DATE^ 3 ES RIM AND INVERT ELEVATIONS OF STORM BDSANITARY STUBS AND ELEVATIONS 560 SO n _..........—1 2 2 2 ALONG THE CENTERLINE AND FLOWLINE OF THE - W STREET.ALL ITEMS ARE MARKED WITH A 0 - ON THESE PLANS. 555 4 ^ 555 REMOVE CAP AND BLOW OFF - o ^ d ASSEMBLY CONNECT NEW 8" DI TO EXISTING. + 550 550 � a ., I iI 545 - - 545 - - - - - - ---- - -- - - - - --f 94 540 — — \j - - - i 4 7" MIN (TYP) ' _ _ _ _ i PROP - - - - — PVC Oi38X LJ OSED 1?" \ 0 — — m — — -- J _ _ - _ - _ _ _ __ __ � HATER -1J- - - - - - - - - - 7y Q- 540 SSMH 1 n u 535 IM L v. Q. 54A.34 srl.s<o m SSMH 535 REMOVE PLUG h IN IN 63B9 sao. 2/ IM L V.V. 2" BLOW OFF CONNECT NEW INV. OUT - 53G.99 647-11 IN IN = 35648- s+ya.z¢ II\I ASSEMBLY m z 8' PVC TO EXISTING n 8 LF 6" PVC I—I F1 INV. OUT = ZJGM- 53e.7q v oo VERIFY IE 536.91 1 1 O 1.00% I I r-I n L a o w I r __ .- - - - - - - -� I v~i w 530 3 530 EXISTING SSMH - - - - _ g 1 4- _______ _ _ _ J _ _ _ I- I - _- I I I I i L -I L J I F I I E J 525 I L J \ �J \ 525 � A 6 A. Sf� . _ � l-+2 4+ 14+41 14+80 ' �' � 11+20 -_+oc -L pv O� PREPARED FOR L A K E L A N D HILLS HORZ.. Is . HENDERSON DEVELOPMENT INC. DIVISION N O 8 r . zo 11 lsasa�° MAY, 1991 VDO P.O. BOX 3866 VERT - T E N O I N E E R S �20NAL/ ' �.\S• r - I (2223 112t, AVENUE NORTHEAST) . r = g �� y I � � w olvl.ban or ooNv�, ennoroor.r.a BELLEWE, WASHINGTON 98004 r B. IXPiR6 OCfOBFA I.. 1W4 mP 8J20 156TH AVENUE NE. REDMOND, WA 98052 TEL: (206) 453-0496 Evergreen Way .SE (Sta 10+67.77 - 14+92.59) �5 �/`� � — TEL (2061 869 2670 FAX. (206) 869-2679 FAX: (206) 646-5907 SANITARY SEWER & WATER PLAN oFN02o NIA 206-e� 94� /334 II aF 27y of - --- STA. 0+14-��..SI -_40LF-g+8? _ 37 - 6" PVC 2, 6 Plc, \ z L POR. S.E. 114, SEC. 31, TWP 21 N,, RGE. 5 E., W.M. GRAPHIC SCALE vX ryo 58�O+j0-+k)C MAX 546.0I __ _ 1154476NV>l� `\I {yATER 61 ,� CITY OF AUBURN, WASHINGTON 20 0 0 20 40 Z �u• 'STA. 6" pVu gg6 `tt _ I ��_� ` P/PE- CCENOER ST a: 56 $ �' 40LF' V 54 '}�� d° 7.0• ARAA ORM 4 7 A � I X INDip .°/ M/N/ CE x . j L 1" = 20' Horiz. STA. 1+13, 23.$" LT �9 �46 Mom'/ 1 40 1 ,3 MUM `I° 2 wl 6z NOTES: FOR LEGEND TO SYMBOLS SEE SHEET 2. 1" = 5' Vert. STREET LIGHT /� N \\ �� , .\ - 1 n I / W 4 / N'1 .� 9 /� i� 4" �\ " - - 1 ----- / / �' ,S �\ INFORMATION. FOR WATER FITTING TABLE _ •• . � �" SEE SHEET 17 9�' y.y 0� `. 4 �y ��/ 4 (pLAT� 1 / - l SEE SHEET 17 FOR GENERAL SANITARY �'�QLC .//Y•' ° IP \\ 29�6 1 / (CG 52J/ CFWFR ANC WATER NCTF, . W PEE S9R 35/hLt_ PVG SS To e R 2�0 \\ 55 12" 5D�_--� 1 2" BhSS 1 B2g20". / i 1 STA. 0+07 - h•- 7 SO _ W 35 -6" PVC Cb vs T9 / F /22 / ° \ 19H ° MAX. INV=548.0 1--.. 2, \ - 7\p• �(O• c� 4- z 0 q ° \ D / 8 c5 ♦ �'/ --- --_ ------ � s• �',q /{� / \ h --- SSMH f4 TYPE 11-48"0 STA 2+50.00, ON C/L 20' \ \ / -' STA. 2+83, 23.5' RT 1 \�,� \� r Tyn STA. 1+11 o/ � / yqT ' STREET ^ ,� \ �� STA. J 60LF-6" PVC '7 rL 20' Q/ €ND HORIZ.SDEFLECTION / ° r SSMH 4A TYPE 11-48"0 x' \ rr MAX. 6' PV 4.76 STA. 2+00, ON C/L �' X. j/ �T STA 5+84.41 S / �' ,�1 •hy i /� 2\ Q y 0 k. V ,>1` .� 22 / 'FIL OF CUL-DE-SAC 3<o Ox / ) /< <. SAlj os o `J1T V y SSMH 5 TYPE 11-48"0 X '\ • \ ,�+� 0 ;/ I I �000o STA. APT-5.50 RT 'y8 �`� `, s 96 � \�\ STA. 1+30 �p� L,7 �6 MALE IN PVC S y O/ \ / o• / I c O CF Y� / 1 \� L`J`{// MAX. INV=544.99 � ° 02 / ' PC STA 0+06.54 1 S 1 cl ON PLAT C/L 12 to STA CO O OF L DE-SAIL \ SHEET 2z 1 i�l n23 v i (CONSTRUCTION C/L) w x � ^ . ., / \ / 1 / � 1- Y le 1 �j \\\\\ +\\ 1 1 SSMH TYPE 11-48"le ^� �Ys � C, /" "'° / \ - / % _ / to a 4AX. IN PVC m• � � / \ � / � T`2V � . / AAAX. INV=544.95 �/ .L _ / �rl`/*� v ^;n� m m a as L] \\ / I \� / r 4 I \ ,.L / ,y >�> u „ ' \� / 1 / 1°',BEHIND S/W S 3 THESE PLANS ARE "APPROVED' FOR p \ / I I •\\ ° STREET LIGHY. 40LF-6" PVC 1g %° I \ \ CONFORMANCE 1NTFi THE CITY OF AUGUR MAX. INV=556.0 / \ -I- '+� A ENGINEERING DIVISION'S REQUIREMENTS J .H SZ 17 If ±� Appro eE BY __ i f�� 51 Dote Approwd:TL�711 V ( �� STA. 1 4 =.1 I2 SSMH 7 YPE II-48"0•, NJ7J- A \ i BEHIND SIN F.A.C. 1 0021-92 �i/� SOLE- " PVC �o ��`` I � o6 STA 5+99.4 , 5.50 RT _ INDEX MAP MAX. INV=546.0 (oJ \ / - --j� SIRLt � LIGHT �� LL\ MALX. INV544.87 MBL AX. I " PVC 59LF-6"' PVC 55 th tree t S E 41LF-6"' P ,(Qf MAX. INV=556.0 1� MAX. INV=556.04 � MAX. INV=544.93 THESE PLANS ARE SHOWN AS-BUILT AND CC THE INFORMATION SHOWN ACCURATELY 575 AS OF NOVEMBER,18, 1994 INFORMATION SEE SHEET 10 FOR REFLECTS EXISTING FIELD CONDITIONS PLAN VIEW 575 OBTAINED BY TRIAD AND INVERT EL OF THIS M/y� V. DATE INCLUDES RIM AND INVERT ELEVATIONS yI W QI V. OF STORM 8 SANITARY STUBS AND ELEVATIONS + ALONG THE CENTERLINE AND FLOWLINE OF THE Y STREET.ALL ITEMS ARE MARKED WITH A CL�I W O J ^ ON THESE PLANS. vI 570 + ° t 1 j 570 V � W 2 C1 w L rr O . A 2" AIR VAC. - �D: co 565 ASSEMBLY n W 565 �o $ 560 �� 560 4" DI WATER - PROPOSED C/L ROAD PROFILE L/NE - 1n II 2' AIR VAC. _ EXISTING CIL ROAD PROFILE ASSEMBLY 47" MIN. (TYP) ' d 555 I ao L.F B„o PVC ® / - - - - __ ` 555 714 I I 550 ssMH 0 PVc _ - WATERLINE 550 - -_ RIM ELEV 563.93 5'22i _ _ T-T - - - 4' 01 INV. IN = '•-- 555.5/ 6° SW a L_J - --_ _ 8 DI INV. OUT 555,11 WATERLINE I I 1 PV ® 7 1 - --- - - - - -- - ---------- -- , F - - -- ---� L -- --- -- -- - -- _-101----- sas - ----- � �--- - --- -;0�- SSMH 5 --- ~ ------ -- + 1 / 9/% 545 RIM ELEV = 561.15 1 I ,a0.55 L.F. 8"0 PVC INV IN = 553. 63 Bn SW I WA T. A INV. OUT = 553. 53 6" Nb 207 L.F. 8"0 PVC 0 0.70y y n 540 { SSMH 3 SEE SHT 10 � SSMH 77 540 R I I RIM ELEV = -533.37 SSMH #4A �L I I'--- -__ -_� U INV. IN = 64K. 16 6"NL/ RIM ELEV. = 85555.SG _F--_ __ ¢ V.IN OUT = 5$k$3 5fl..oG 6" E INV. IN = 54756 B"6W I I ---JO U) �2 INV. OUT = 946=25-- 547'1$ 84b I 1LJ 2 m NOTE: SSMH 4 0 'v � _5 MINIMUM 42" COVER OVER W WATER & 1 FOOT VERTICAL RIM EL V = 555.93 SEPARATION REQUIRED. INV. IN = 7 543.90 6"" INV. OUT = - 5`1380 g"B ry 3 ab°T ' i 0+80 1+20 2+40 4+00 4+40 a -FL' - - .. 5r60 6+00 DAT6 DATA DESIGN DOW L PREPARED FOR L A K E L A N D HILLS H' 12 HORZ. St sever HENDERSON DEVELOPMENT INC. r , 20 9• z,ms �¢ MAY, tar _ 4Oo saeR�° f MAY, D V0O Ta• -- E N G I N E E R S P.O. BOX 3866 DIVISION N O 8 VERT. 4SSI0NAt�'1 CHECKED Tsl Rona (2223 112th AVENUE NORTHEAST) / �' : 5' ElectricA of I.io oow�, rnooroo.. BELLEWE, WASHINGTON 98004 55th ST . SE ( Sta 0+00 t0 5+ 84. 41) F.B. 21 Eo.ement. - TEL: (206) 453-0496 Wo. F48029 EXPIRES OCiO"ER ,., 14i1 ° �'R°•,'ED F C , v. 11-16-Q4 DI- 1 -A2 9UILT TEL 15°TH AVENUE NE. REDMOND WA 98679 ( ) SANITARY SEWER & WATER PLAN „D `'` a o - TEL 12061 868-26]0 FAX 12G61 869-26]9 FAX: 206 646-5907 Qlpp_$$ 94D 11,34 /Z_ or- Z7 GRAPHIC SCALE POR. S.E. 114, SEC. 31, TWP. 21 N., RGE. 5 Ew, W.M. 20 D 10 20 40 CITY OF AUBURN, WASHINGTON SSMH #9 TYPE 11-48"0 = GRAPHIC SCALE STA 2+64. 76, 5.50 RT 1" 20' Horiz. ^� 1" = 5' Vert. 20 0 10 20 40 �O 20' I 1" = 20' HOfIZ, o o ryo V P A 1" = 5' Vert. ry Q. N / + Z +m N U lf� I k d II STD 2' BLOWOFF WATER UNDER STORM "` o `� _ �j NOTES: FOR LEGEND TO SYMBOLS SEE SHEET 2. ¢.� 'r Q^ Q Q, o +' > PER CITY PIPE CLEARANCE Q pT OW OFF ASS' ^ v � cq v �' ? STD DETAIL NoUB. 1.0' MINIMUM �' h ^Q ER OF AU Y / SEE SHEET 17 FOR WATER FITTING TABLE - - - WABO-1 ---__—___-- —.171\ Nv � T© o Tad 1 ®DfTAlL'iy�BOV2N INFORMATION. ------ 22 Q X T^ ++�_- _ 7I-- i — —�_ _ 1 /� _ )I- I m120 22 - SEE SHEET 17 FOR GENERAL SANITARY --_ I - - I '--'© 22 T 11 1 Q1 T STq, *50 SEWER AND WATER NOTES. ^ /� ` _�- -- -� - �M�LF_6:00 /VLL PVG SS TO tSE SD2 35 I\ ,I I J-60X 1 ° -�1 \� • ° �}� A: /ArV_ I 'e'-MAX. INVP558.46 • 1 • Pvc �-552.0 4'W— I ---- - 4'W I 1 \ 8"W 750 L.F. 8' D.LP. (CL 52) d"W ♦ ,, I 5 ¢ 0.1.P. (CL 52) i 1W \A X t e I H 5 N 65'43'47" W /\ �_ _� = 080 '00' a I I \ L = 20'J7'44- ° 1 - 100.00' 9.76' \ I - - - - --- - --__ ry R=107255' L614 '�--_N 10000' L -14q.o2'— _ 1 1 I 1 I \,'SSMH 4 7YPE 11-48"V -----i _-- - STA 1+84.97, 5.50 RT y I 8"c _ I R°s'< !�. 1 �•C�` ►�q 8i55* B SS STUBOUT 8" PVC SS PIPE 81'SS ' •SS ° CAP & PLUG FOR FUTURE I " °o°o$o NNECTION I ° I '^ 8"SD 12,SD o° °o°o o°0 4f — ((�� -��-��'-ram-- - �•=� p�° I °O° O I .. -__-_-_-___ � 1 I �/ 1 1 \\\,�. ° 40LF-6' PVC O I � d'6CIX tiso i o°o = I ^ �� j 1 r. •„n �I lD0 I MAX. INV= ° �m / O o0 0 o eo m 1p .1 y - _. _ ._ _. ._ . - -\---- __-- _- I h0 `� 1 \ 560.0 0,0 n� r ///ma�x.( n� 6� m n r\a' — \ , .'+ /'•U o \}�...__ / °o 0 0 00 :, J/." Y �.L 11 s .l I O _. o ? SSMH 13 TYPE II-4B'0 Z�\ rT1� Jl c,.....c I �"J C �� o !p 20' TYP a E 7 '6 STA 1+17.43, 5.50 RT � OF �DL v\ I I 1Q`y C (~i1 N p j c~i7 N 1,/L \\\ \ 4 a 1 /1 �SLF-INV= VC v -" ic STA. 2+32-,;�"- - � � STA. 2+65 J a' yD a: ,. " 65LF-6" PVC'---- VC_- I _ v �� 6- PVC MAX. INV=561.0 -'- MAX. INV=561.0 Q� VICINITY MAP THESE PLANS ARE AS-BUILT AND THE INFORMATION SHOWN ACCURATELY REFLECTS EXISTING FIELD CONDITIONS AS OF NOVEMBER, 18, 1%4.INFORMATION OBTAINED BY TRIAD ASSOCIATES AS OF THIS DATE 56 th Street SE ALONG HECESRIMANOINVERT DFLOWLINEO T 5 7 t hStreet S E OF STORM 8 SANITARY STUBS AND ELEVATIONS ALONG THE CENTERLINE AND FLOWLINE TITHE STREET.ALL ITEMS ARE MARKED WITH A 580 SEE PLAN VIEW 580 SEE PLAN VIEW ON THESE PLANS. 51�U ON SHEET 3 ON SHEET 3 CL : C c. 575 w - -I �. 575 75 W v O O y V W ~ D. 0 2" AIR VAC. - 570 �' w u 570 o ASSEMBLY + r+- PROPOSED C/L ROAD PROFILE -- - - 565 EXISTIPJC C/L ROAD PPOF E , U, + 565 J 565 " cn II STA. 1+37 2" BLOW OFF o •C 47" MIN. (TYP) / ASSEMBLY N - O+ + - 560 l 560 ¢ nr 560 I-I � - -- - - - - F-1 I I - - - - - ---- - / m I PROPOSED 8 555 1 I 555 a $$5 I. I I 11 WA. RMAIN .- - Q I L-----tt--- ---tOF - --- 66.531LF, 8"0 PVC ® II --- --- - 15 L: . 8"m PVC ------------- F I L - ----'� F110.80 L.F. 8'0 PVC ® i-38% 0.4'3/° II 269. I I ---- --- -- --� 550 i__ 550 t--- - ------ 0 SSMH #90 550 4 RIM ELEV. _ .568.5 101 1 1 INV. IN = I I0 INV. OUT = 55728 Bw.0 LJ 545 SSMH #11 (SEE SHT 9) SSMH J13 Q SSMH #1410A 545 SS_Mh #8 (SEE SHT 9) 545 RIM ELEV. = I RIM ELEV = -- $%O.20 - . -Y ' NOTE - INV IN = 551.35 1 INV. IN = 66244 551.,75 BwN - (�"r MINIMUM 42" COVER OVER INV. OUT = 551.25 INV OUT = '551.85 8wS WATER & 1 FOOT VERTICAL -- - THESE PLANS ARE 'APPROVED' FOR 'q SEPARATION REQUIRED. CONFORMANCE KITH THE CITY OF AUBU MIGINEERING DIVISION'S REQUIREMENTS NOTE. MINIMUM 42" COVER OVER Appro.ea By. WATER & 1 FOOT VERTICAL Data Appro�:__S�,/�i�f•/ e A Si 0+80 .._....-_. ,. 1�Eu _ _ F.A.C. III0021-92 SEPARATION UIRD 0+80 DATA /ElY PREPARED FOR LAKELAND HILLS SCALE 13 o s- v sit mow« DOWL HENDERSON DEVELOPMENT INC. SHEET Storm Sewer HORZ. iaa•Av _ - -_ - water P = 20' IyJ� so MAY, 1991 VDO Gae _ _ P.O. BOX 3866 DIVISION N O 8 VERT. TJF -- T 1 ENO 1 N E E R S (2223 112th AVENUE NORTHEAST) T - 5 >NAL> '\ O -LfECY,EJ - -_ /� {IA -• _ 83 or54TH EN oow�, mWA BELLTEL: WASHINGTON3-0 98004 57th ST SE & 56th ST SE e L aPPROvED EOM - TEL 06) AVENUE NE, REDMOND.FAX (2 . WA 98679 TEL: (206) 646-590 W.O. FN029 r�a,u,. ocroem u, 1u°° oot' Il-te-191I'1 DL I-AS GUILTS TEL 12061 889-2610 FAX 1266) 969.4819 FAX: (206) 646-5907 SANITARY SEWER & WATER PLAN GRID No, Zoe-87 - tj a' C)4D t534 /3 OF L7 L POR. $.E. CITY OF SEC. WASH/NGTONS E. W.M. \ /. / 10 ° t GRAPHIC SCALE � � / zo 0 10 20 ao \�\ I (EXISTING,( 31LF-6- PVC h Ex.IS 71NG SSMr ', \\ �. MAX. INV=562.191 y7 h _ _� �/' �55 1" = 20' Horiz. Y_ 1" = 5' Vert. 5/ S7A 6+49.94 SSth TR / 0+ .00 GIN C CUL-Df-S i / 21 1' ASMH is �N F 1 STA 5+4&93 I © y'ro = Q � / " 0 5.50' LT. Q k T o 4 �55 EXISTING FIRE $^ h° I 1 HYDRANT 1 22 ^ SSMH/ 5 STA 11+30t 70'(T),P PC STA 4+85.63 COUNTY BOUNDARY "*` / �>?3 - - 1 8 S 1 FOR LEGEND TO SYMBOLS SEE SHEET 2. PIERCE COUNTY & KIN COUNTY w' 9 24 r+-- S a •• �X i 13' / NOTE BEGIN CONSTRUCTION A vp __ 1 --� 0Ob156" E4+� e 8 55 �� INFORMATION.SEE SHEET ? FOR WATER FITTING TABLE SD SD 1 979?' i CAP & THRUST BLOCK I --�1I� SS 37.48 � SEE SHEET 17 FOR GENERAL SANITARY { µ,� EX/ST//VG g,A TE-q"I//V Q I 45.2756" ` > o° - --�- - R 9p�9, / ji PT STA 7+69. 13 D/V/S/ON BOUNDARY SEWER AND WATER NOTES . I r`( •f� 1 Q END CONSTRUCTION: SAW CUT & MATCH ALL PVC SS TO BE SDR 35 EXISTING PAVEMENT / T/ / p c ' I O STA 5+36.79 1 y I12°SD 1 ��- •• j / _ STA. 14+34.87 (DIV 5A PLANS) /�1 FV / V lZ L ST 4+96f 5.5' �T. ' q �\ %r r P, Ar ✓/ Y� ` L 4 a I 0 AT. 24.50 RT 1 I — V .[- -� Tyr �.• 21 I / T ,-t CA E & CUT EXIST 8 \ 1 1 DE V EL OPMEN l WATER. INSTALL B"X6'XB" I SEPARATION + I _I - 1Z, ` TEE W THRUST BLOCK & 3 ST TE & 9.52' RTL1 .v I f REMOVE EXIST. LO TE & CONNECT 1 I i T`T J X am rA.r m� CLJ 8 WATER LINE " TO (EXIST. 8" WATER 1 y, 1 \ 1�N AS 8 G.V. & COUPLINGS I 1 l*' 73 �� / AS NECESSARY AS REQ'D BY MAIN.FIE \\ I VERY LOCATION. . •• / 40LF-6" PVC REMOVE AS REQ'D I ' 1 MAX. INV=561.33 ` \N` TO MINIMIZE CONFLICTS. STA 6+11 INS ss 5. \\ a AT D' RT X- A --M DI VISION N0. 5A It i �; (EXIS TING) � r+ 2 y j O \` X Q �°3 INDEX MAP / CONFORMANCE WT1 THE CITY OF ALP THESE PLANS ARE APPROVED- FOR r ` } 2 C D ` \ • ENGINEERING DIVISION REOUIREMFN V r- �� D 2" BLOWOFF o ` I 2M9 Approved H,.. t/ J-tY^• ASSEMBLY PER _ - m O� Date tr S///. t CITY OF AUBURN �Proved a n LI F.A.C. If 002 DETAIL No WABO-1 41 57T H D R I VE S E THESE PLANS ARE AS-BUILT94.INFORMATION O THE INFORMATION SHOWN ACCURATELY REFLECTS EXISTING FIELD CONDITIONS AS NOVBY TRIAD SO INFORMATION �i L` NOTE. DAOBTAINEDECLUDES RIM AND INVERT AS OFELEVATIONS THIS J DATE INCLUDES RIM AND INVERT ELEVATIONS MINIMUM 42" COVER OVER OF STORM 8SANITARY STUBS AND ELEVATIONS WATER & T FOOT VERTICAL ALONG THE CENTERLINE AND FLOWLINE OF THE SEPARATION REQUIRED. STREET.ALL ITEMS ARE MARKED WITH AQ ON THESE PLANS. a Z a 580 m 580 � A (SAME CATCH BASIN) Z _ _______ I ' 575 a ` r m 575 ui v, 7 _ + + - V Cl V R 570 w Q Q 570 565 — — i� 565_ & I r r - - - - - - - - - - - -- - - ' - jll +--- - - - - -- _ ------ -- - - .. 9F 8"0 PVC 00.59% O.�% /` II - - - - - - �I. w y 560 560 / 167 L.E. 8"o PVC O . 14 0 - - - - _ // ---�w 41 LP. CL..52 -.� � 1 -----� ASSUMED LOCATION 5 F 8" D.I.P.. . CL 52 F 8', D. EXISTING SSMH #7 0 OF EXISTING WATERLINE RIM ELEV 01 INV. IN = 999;90=f' 5-60. /jam 555 sSMFI J16AS SSMH ; INV. OUT = , — 56p. 04 555 2 RIM ELEV = 5'6G.82 - INV. IN = ? 34Z,80 INV IN 560. 4Z g" 5 INV. OUT = 38'k#56,Z.70 vv n 560.3z 8" N A k Ely A. S7� .e4'i°*� •4 l 4+40 -_ .. 6+00 c+a , +4{ +80 Ely �sy Sewer d 00 W PREPARED FOR L A K E L A N D HILLS HORZ w' g t se HENDERSON DEVELOPMENT VEOX eOPMENT INC.66 �Rr . 20' 4 MAY, 1991 vD0 cad ENO1N EERS DIVISION NO . 8 P . w eyyl�L� `� ,yErvt� (2223 112th AVENUE NORTHEAST) Jr 2� (1 A OIN.I.n or Dow . ,nooraor.t.a BELLEVUE, WASHINGTON 98004 F.B- 1 TEL: (2D6 a53-0496 5�TH DR. SE ISta 4+85. 50 - 7+69. 70) w0. F4so29 E%PIBES aeroem te, tcue AI'PRnIf6 — - - TEL 206) AVENUE NE. REDMOND.FAX120WA 98°52 ( SANITARY SEWER & WATER PLAN GRID N'&. 208-Re Footin Elev. _ _ II-IB-94 DL 1 - AS QUILT TEL (zosl AVENUE FAX . A 98019 FAX: 206 646-5907 94D 1'SS4 /4 oG 2'? k LEGEND: POR. S.E. 1/4, SEC. 31, TWP. 21 N., RGE. 5 E., W.M. 40 GRCAPHI2 sc40E 80 CITY OF AUBURN, WASHINGTON a � „ = wa SYMBOL DESCRIPTION �O \ ' I m m E r =� \ O (SCALE IN FEET) B 8 \O _ THESE PLANS ARE AS-BUILT AND '" `" 3 0' "' w° of MAILBOX LOCATION - o �J O n•oo REFIL OTS EXISTTIN SHOWN ING FIELD CONDITIONS o OB NUMBER OF MAILBOXES PER LOCATION m N � _ o AS OF THIS DATE: z ------- DELIVERY ROUTE In o-w rz.o n ;r, LOTS 7-11 LOTS SERVED w • no m LOTS 45 8 46 I ~ ¢ n eacx cf cuRe — — — — — — MAILBOX SERVICE BOUNDARY _ w PROPOSED FIRE HYDRANT 'CITY P"JAil f 6' Imo° PACE OF cuRe PROPOSED LUMIM41RE PLAN VIEW -t EXISTING LUMINA/RE �n / // / // o B'-m" Q ND.GBLL CUTLER I ME1 WHEELCHAIR RAMP eta, / / °° / / �� I N v r^. 234' ce-n OR EQUAL � �� // / � // / o_1177� � -- b HYc EXISTING FIRE HYDRANT I I 0 Fels!,04C N 0/ N R eoLT PATER! 'R // // m o PER D.CBLL PEDE87AL > a X / / i\o° � �D a7E 62 14-=FtLL DEPTM ^� / / / / w m m m ExPAN810N JOINT }. / / c�JY o \ ouw 3d w Marc �w ¢ w ww a a \ oN Qy uN Q Sr S LOTS 69 2 `v. LOTS 47,6464 I 81DE YIEW FRONT VIEW JJYJ_A1JrJJ\J 9 50 l Z NEIGHBORHOOD DELIVERY AND �1 rr r T �UJ�JJ�rI �JJ�JY37+rIJ�IJJJ�J) -- '— COLLECTION BOX UNIT INOCBUI DETAIL N.T.S. le i / /� o ,. — - / o it ` ' POSTMASTER CITY OF AUBURN LOTS 48-62 I W m Qom}. APPROVAL \\ is m SIGNATURE: DATE:l0-3'9I VA \ TITLE: 47 V �\ Zi 49 � LLm n„ Z „ m goo _ 0 w m O i om DC 7 \ \ \\ I I I I 1 <( LOTS 10-20 C a o _ o on LOTS 44-46 DD E z v °, w 2 mz1. �� 52 w � X � = a `o " / \ I I I I D2 0 mQ3 44 NN E a O 7 aNJX > Flai u N w gi Z „ N1 110 11 D 42 � e 32 35 20 \ D�1 co �* J00 ° f J 4 0 r �3 LOTS 30-36 ' /� 29 r.00 _ 2.00 3100 // v 9 0. �D �6 D� Z Z x = UN LOTS 21-29 I O 8 I \I l4 LOTS 39-43 W G b 14 977 Y Zw 30 Developer Facility - m — — — — — — — — 22 I Extension Number: OOZ/-92 Q o — — — — — — — — — — THESE PLANS ARE "APPROVED" FOR �IJJ��Jrl CONFORMANCE WITH THE CITY OF AUBURN LL / ! CALL 48 HOURS ENGINEERING DIVISION'S REQUIREMENTS ' OF 21 PJEAC� CJuj\j;ey BEFORE YOU DIG Approved By'2,; FBI° ' * FU7'JFI� Sly��LJ�JYI�J�Jr � 1-800-424-5555 Date Approved: Sbj r,�� F E F43029 � -- 206 - 85 q4 D 1334 /5- of Z7 PIPE 4 EA 0.25" X 2" X 5' PROPERTY PROPERTY GENERAL NOTES: STRIPS MELD TO 0.75' D/A LINE LINE FRAME SPACE UN/FORME Y 25' 25' 7. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE CITY 8' 17' 1 17' 8, OF AUBURN'S REQUIREMENTS AND SPECIFICATIONS. FLOW 5' 5' .5' 2. STANDARD SPECIFICATIONS SHALL BE 1986 APWA AS MODIFIED BY THE CITY OF AUBURN. 3. A COPY OF THESE APPROVED PLANS SHALL BE ON—SITE DURING CONSTRUCTION. NOTE- 4' CEMENT CONIC. 4. PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR SHALL CAL SIDEWALK ALL STEEL PARTS MUST BE 0. L/S AND 5' GALV. NUTS DETAIL STSW-3 3'OR NON-CORROSIVE ONE-CALL (1-800-424-5555) FOR UTILITY LOCA77ONS (WATER, GALVANIZED AND ASPHALT BO (sEE CITY STD. CLASS 'B' ASPHALT CONCRETE S SANITARY SEWER, STORM SEER, GA POWER, TELEPHONE, AND COATED (TREATMENT 1 4' 5/8' MINUS CRUSHED STONE TELEVISION). OR BETTER) TYPE 'A' SUBGRADE - TOP 6' COMPACTED TO 95% 075' D/A FRAME CURB 6 GUTTER OF MAXIMUM DRY DENSITY. <SEE CITY STD, 5. DURING CONSTRUCTION, CONTRACTOR SHALL BE REQUIRED TO MAX. J" SPACING .25' X 2' X 5" STRIPS DETAIL STCG-2 RESIDENTIAL STREET SECTION" CONTROL ON—S/7E STORM WATER RUNOFF BY USING TEMPORARY EROS/ON/SILTATION CONTROL PROCEDURES. NO SEDIMENT LADEN MTs- STORM WATER SHALL BE ALLOWED TO DISCHARGE INTO THE CITY IALL STREET EXCEPT EVERGREEN WAY SE) OF AUBURN'S STORM DRAINAGE SYSTEM OR ONTO ADJACENT ENDS TO BE MELDED PROPERTIES. DI TO 0.73' DIA. FRAME 6. LOCATIONS OF EXIS77NG UTIL177ES ARE APPROXIMATE IT D.75" D/A. SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE TRUE ELEVATIONS AND LOCATIONS SO AS TO AVOID DAMAGE OR PROPERTY E PROPERTY DISTURBANCE DURING CONSTRUCT/ON. TRASH RACK DETAIL LINE LINE 5 7. ALL DOWNSPOUTS SHALL BE DIRECTED INTO THE STORM DRAINAGE H.T.s. 7 SYSTEM. 30' (60' MIN. R/w) 30' 8. ALL CONNECTIONS OR SDR 35 PVC PIPE TO MANHOLES SHALL BE 8' 22' 22, B' MADE BY USING A.C. OR GPK MANHOLE ADAPTORS OR APPROVED EQUAL. 5' ' s' S' 32 SX 9. THE MAX/MUM LAYING LENGTHS SHALL NOT EXCEED 12 FEET 6 INCHES FOR SDR 35 PIPE. 4' CEMENT CONC, 10. BEDDING FOR PVC PIPE SHALL BE 518 INCH MINUS CRUSHED SIDEWALK 1 CHAMFER TYP. ROCK, 4 INCHES UNDER TO 6 INCHES MINIMUM OVER THE PIPE DETAIL CITY STD. . ' - ETAIL STSW-1 17. BEDDING FOR CONCRETE AND DUCT/LE IRON PIPE SHALL BE 518 5.5 1" ROUT — TYP. TYPE 'A' 3' CLASS 'B' ASPHALT CONCRETE INCH MINUS CRUSHED ROCK, 6 INCHES MINIMUM UNDER TO 6 - 1 PAINTED I TE MARINE CURB 6 GUTTER 4' 5/8' MINUS CRUSHED STONE " WM (SEE CITY STD. SUBGRADE - TOP 6' COMPACTED TO 95% INCHES OVER THE P/PE. ENAMEL WITH REFLECTIVE DETAIL STCG-2 OF MAXIMUM DRY DENSITY. GRANULES. 12. ALL PIPE TRENCH BACKFILL MATERIAL SHALL BE CLASS "A" BANK �6"x6", S4S, TREATED TIMBER ARTERIAL STREET SECTION 2 RUN GRAVEL MODIFIED BY THE CITY OF AUBURN. N.T:. 13. PIPE TRENCH BACKFILL MATERIAL WITHIN THE RIGHT—OF—WAY 8"x8" GALV. PLATE (1/4-) (EVERGREEN WAY SEI SHALL BE 5/8 INCH MINUS CRUSHED ROCK. GALV. HASP — HEAVY DUTY 14. EXISTING PAVEMENT SURFACES SHALL BE SAWCUT FULL DEPTH SLOPE FINISH SURFACE WITH STRAIGHT, UNIFORM EDGES. ALL JOINTS BETWEEN THE NEW AND ORIGINAL PAVEMENT SHALL BE PAINTED WITH ASPHALT `O TO DRAIN AWAY FROM EMULSION (CSS-1). v BOLLARD VARIABLE 2' VARIABLE 2' 2' VARIABLE 2' VARIABLE 15. STREET CURBS SHALL BE PAINTED WITH FORMULA W!D—Y1 _ 4— ,¢4 REBAR CONT. (YELLOW), 5 FEET FROM EACH SIDE OF ALL DRIVEWAYS AND 15 4" FEET EACH SIDE OF ALL FIRE HYDRANTS. CONCRETE FOOTING 45Yn'P) 16. ALL REQUIRED LANDSCAPING SHALL CONFORM WITH CITY OF 5-3/4"x5-3/4"x 1/4" AUBURN ZONING ORDINANCE, SECTION 18.56. SQUARE TUBE A-36 STEEL `ICY H n `8 17. THE CONTRACTOR SHALL INSTALL, REPLACE, OR RELOCATE ALL ' • SIGNS, AS SHOWN ON THE PLANS OR AS AFFECTED BY q •Q. CONSTRUCTION, PER THE C/TYS STANDARD DETAIL. BASE COURSE p. ELECTRIC AND TELEPHONE LINES SHALL BE /N A TRENCH WITH A o u 8. 3/16" STEEL PLATE—WELDED u ' 1 MINIMUM HORIZONTAL SEPARATION FROM OTHER U77LI77ES TO TUBE BOL 7S 2 PER JOINT - 1/2" x 3' LAG SCREWS BOARDS e' x 2' (SEWER, WATER, STORM) OF FIVE FEE T. GALV. (TYPICAL) POSTS 4" X 6" MIN. OR 12' X 1' (TYP.) PRESSURE TREATED OR 19. ALL CONSTRUCTION SURVEYING FOR EXTENSIONS OF PUBLIC �-- COMPACT SUBGRADE CEDAR PAINTED MWIF FACIL177ES SHALL BE DONE UNDER THE DIRECTION OF A LICENSED LAND SURVEYOR OR A LICENSED PROFESSIONAL CIVIL 6 1-1/2" 0 DRAIN HOLE FIXED(TYPICAL) YPE III BARRICADE ENGINEER. (PERMANENT! N. T.S. 20. DURING CONSTRUCTION ALL PUBLIC STREETS ADJACENT TO THIS STRIPE NOTES., PROJECT SHALL BE KEPT CLEAN OF ALL MATERIAL DEPOSITS ORANGE AND WHITE IF TEMPORARY. RESULTING FROM ON—SITE CONSTRUCTION, AS DIRECTED BY THE TYPICAL REMOVABLE BOLLARD DETAIL RED AND WHITE IF PERMANENT CITY. 7 N. T.S. REFLERIZED SLANT DOWNWARD, 'L(. AtLL PYG PIPE TO BE SD1z 35 LLAL(.e55 OrMEZ- SCANT DOWNWARD, RIGHT OR LEFT, IN DIRECTION TRAFFIC IMLL PASS _ SLANT BOTH DIRECDONS FROM MIDDLE /F TRAFFIC PASSES 807H ENDS. Vki(SE 5PECI FIED. MOTH 6' EXCEPT 3' IF RAILS ARE LESS THAN 3' GONG, 22, M1141MUM VM-C. CL--AVA969 OF' 1 ' SHALL 8E 64ANAITA(AP-P (SEE SEC77ON 5.07 KCRS AND MUTCD SECTION 6C-B.) 6ETweeAl sYsTEHS @ cvoss/Arcs. - 23 . VAIA MUM OF 3' GOVBK i"OR A " 5'fo214 LIlUeS . VARIABLE 2' VARIABLE 2' 45]'T1P) R/GlD � 2 N SAN FOR ED ST � o ADDED STAB/CITY ¢IgC B BOARDS. B' X 2' BOLTS: 2 PER JOINT OR 12- X 1- (TYP.) 1/2- X 3' LAG SCREWS GAL (TYP/CAL) MOVABLE TYPE III BARRICADE n g ITEMPORARYI N. T.S. 3 STRIPE NOTES. LAppro LIS-14 APPROVZAUEURN ORANGE AND MOTE /F TEMPORARY. THE CITRED AND WHITE /F PERMANENT. 'S REQREFLECTOR/ZEDSLANT DOWNWARD, RIGHT OR LEFT, IN DIRECTION TRAFFIC WILL PASS.SLANT B07H D/R£C7/ONS FROM M/DOLE /F TRAFFIC PASSES BOTH ENDS. ..�WIDTH 6' EXCEPT 3" IF RAILS ARE LESS THAN 3' LONG.(SEE SEC77ON 5.07 KCRS AND MUTCD SECTION 6C-8.) �h 4tL L a4 11Agy/ .�� % -- 2 BY DMM San. Ems. _ DO�� .SCALD PREPARED FOR MAY 1991 Ds < . s..« - -- rHAS HENDFRSON DEVELOPMENT INC. L A K E L A N D HILLSDRA I Ac34C V MAY. ftter 1991 VOID Gas _ AS NOTED ART P.O. BOX 3866 NDIVISION NO 8 CHECKED E N G I N E E R 6 p3 NOTED (2223 11 E. AVENUE NORTHEAST) 21 `970R1L� MAY, t991 PDG A, ot.n�lo.. or oow� I �o.p taa BELLEWE, WASHINGTON 98004 7 ` .f�tf - - 8320154TH AVENUE NE NI J E (•: F43029 TEL: (206) 453-0496 Street, Drainage Notes & Details cxnrtr_s acloBm i., iw+ F M IElay. 4/7/94 DAB PER CITY OF AUBURN TIATE BY N ( ) AUBURN WASHINGTON 206-84 TEL Izo61 ae9-z61D .._. FAX: 206 646-5907 94D I ss9 /6 OF Z? WATER FITTING TABLE SANITARY SEWER NOTES WATER NOTES NOTE DESCRIPTION OREMOVE EXISTING END CAP, PLUG & BLOW-OFF ASSEMBLY, 7. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE CITY OF 1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE CITY OF t AND RECONNECT PROPOSED 8"0 WATER MAIN TO EXISTING AUBURNS REQUIREMENTS AND SPECIFICATIONS AND "CRITERIA FOR AUBURNSS REQUIREMENTS AND SPECIFICATIONS.8"0 RECO MAIN. SEWAGE WORKS DESIGN" (D.O.E.). WATE REMOVE EXISTING END CAP, PLUG & BLOW-OFF ASSEMBLY, 2. STANDARD SPECIFICATIONS SHALL BE 1986 APWA AS MODIFIED BY 2. STANDARD SPECIFICATIONS SHALL BE 7986 APWA AS MODIFIED BY O2 AND RECONNECT PROPOSED 12"0 WATER MAIN TO EX/STING THE CITY OF AUBURN. THE CITY OF AUBURN. 12"0 WATER MAIN. J. A COPY OF THESE APPROVED PLANS SHALL BE ON SITE DURING 3 1-8"x8 x4" TEE (ALL FL), 1-4" G. V. (FLxMJ) W/VALVE BOX & J. A COPY OF THESE APPROVED PLANS SHALL BE ON SITE DURING O CONSTRUCTION.CONCRETE BLOCKING CONS7RUC770N. THE CONTRACTOR SHALL CALL PRIOR TO STARTING CONSTRUCTION,4. 4. PRIOR TO STAR77NG CONSTRUCTION, THE CONTRACTOR SHALL CALL ® 1-8"x8 x6" TEE (ALL FL), 1-6" G. V. (FLxMJ) W/VALVE BOX & ONE-CALL (1-800-424-5555) FOR UTILITY LOCATIONS (WATER, CONCRETE BLOCKING. ONE-CALL (1-800-424-5555) FOR U77LITY LOCATIONS (WATER, SANITARY SEWER, GAS, POWER, TELEPHONE AND TELEVISION). SANITARY SEWER, GAS, POWER, TELEPHONE AND TELEVISION). Q- 1-87x8"x4" TEE (ALL FL), 1-4" G.V. (FLxMJ) & 1-8" G.V. (FLxMJ) 5. LOCATIONS OF EXISTING U7LITIES ARE APPROXIMATE. IT SHALL WITH VALVE BOX & CONCRETE BLOCKING. 5. LOCATIONS OF EXISTING UTLITIES ARE APPROXIMATE. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE TRUE BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE TRUE ELEVATIONS AND LOCA7ONS SO AS TO AVOID DAMAGE OR © 1-FIRE HYDRANT ASSEMBLY ELEVAT70NS AND LOCATIONS AS TO AVOID DAMAGE OR DISTURBANCE DISTURBANCE DURING CONSTRUCTION. DURING CONSTRUCTION. O- 1-8"x8"x8" TEE (ALL FL), 2-8" C.V. (FLxMJ), 1-8" FLANGE 6. EX/STING PAVEMENT SURFACES SHALL BE SAWCUT FULL DEPTH WITH COUPLING ADATOR W/VALVE BOX & CONCRETE BLOCKING. 6. EXISTING PAVEMENT SURFACES SHALL BE SAWCUT FULL DEPTH WITH STRAIGHT, UNIFORM EDGES. ALL JOINTS BETWEEN THE NEW AND _ i-12"x12 x8" TEE ALL FL), 1-12" G. V. (FLxMJ), 1-8" G.V. (FLxMJ), STRAIGHT, UNIFORM EDGES. ALL JOINTS BETWEEN THE NEW AND ORIGINAL PAVEMENT SHALL BE PAINTED WITH ASPHALT EMULSION ® 1-12" FLANGE COUPLING ADAPTOR W/VALVE BOX & CONC. BLOCKING. ORIGINAL PAVEMENT SHALL BE PAINTED WITH ASPHALT EMULSION (CSS-1). (CSS-I). 1-12"x12 x8"x4" CROSS (ALL FL), 1-12" G.V (FLxMJ), Z ELECTRIC AND TELEPHONE LINES SHALL BE IN A TRENCH A MINIMUM O 1-8" G.V. (FLxMJ), 1-4" G. V. (FLxMJ), 1-12" FLANGE 7. ELECTRIC AND TELEPHONE LINES SHALL BE /N A TRENCH WITH A HORIZONTAL SEPARATION FROM OTHER UTILITIES (SEWER, WATER, COUPLING ADAPTOR W/VALVE BOX & CONCRETE BLOCKING. MINIMUM HORIZONTAL SEPARATION FROM OTHER UTILITIES (SEWER, STORM) OF 5 FEET. WATER, STORM) OF 5 FEET. to 1-90• BEND (MJxMJ), W/CONCRETE BLOCKING. 8. ALL CONSTRUCT/ON SURVEYING FOR PUBLIC EXTENSIONS OF PUBLIC 8. ALL CONSTRUC7ON SURVEYING FOR EXTENSIONS OF PUBLIC FACILITIES SHALL BE DONE UNDER THE DIRECT/ON OF A LICENSED tt 1-45• BEND (MJxMJ), W/CONCRETE BLOCKING. FAC/L/TIES SHALL BE DONE UNDER THE DIRECTION OF A LICENSED LAND SURVEYOR OR A LICENSED PROFESSIONAL C/VL ENGINEER. t® 1-22.5• BEND (M✓XMJ), W/CONCRETE BLOCKING. LAND SURVEYOR OR A LICENSED PROFESSIONAL CIVIL ENGINEER. _ 9. DURING CONSTRUCTION, ALL PUBLIC STREETS ADJACENT TO THIS 9. DURING CONSTRUCTION, ALL PUBLIC STREETS ADJACENT TO THIS t 1-11.25' BEND (MJxMJ), W/CONCRETE BLOCKING. PROJECT SHALL BE KEPT CLEAN I ALL MATERIAL DEPOSITS PROJECT SHALL BE KEPT CLEAN OF ALL MATERIAL DEPOSITS RESULTING FORM ON-SITE CONSTRUCTION, AS DIRECTED BY THE to - 1-4" END CAP OR PLUG W/CONCRETE BLOCKING. RESULTING FROM ON-SITE CONSTRUCTION, AS DIRECTED BY THE CITY. i5 1-8" TEMPORARY CAP OR PLUG W/CONC. BLKG FOR FUTURE CONN. CITY. 70. SEWER LINES SHALL BE LAID TO THE GRADES AND ELEVATIONS SHOWN 10. PIPE FOR WAT£RMA/NS SHALL BE DUCT/LE IRON MEETING ANSI iG 1-12" TEMPORARY CAP OR PLUG W/GONG BLKG FOR FUTURE CONK SPECIFICATIONS A-21.51 OF LATEST REVISIONS AND SHALL BE t© i-8 x4" REDUCER (FLxMJ) ON THE DRAWINGS. THICKNESS CLASS 52. PIPE SHALL BE CEMENT-LINED, IN 11 SIDE SEWER SHALL BE INSTALLED FROM THE CITY SEWER MAIN TO 5 ACCORDANCE WITH ANSI SPECIFICATION A-21-4 OF LATEST . t®- 1-4" TEMPORARY CAP OR PLUG W/GONG. BLKG FOR FUTURE CONN. FEET BEYOND THE PROPERTY LINE AND SHALL BE A MIN/MUM OF 6 IN REVISION. to 1-2" PERMANENT BLOW-OFF ASSEMBLY W/METER BOX. DIAMETER Wl TH A 1% MINIMUM SLOPE. 11. ALL WATERMAINS SHALL HAVE A MINIMUM COVER OF 42 INCHES. 20 1-2" TEMPORARY BLOW-OFF ASSEMBLY W/METER BOX. 12. SIDE SEWERS SHALL BE INSTALLED, WHERE SHOWN BY THE 12. ALL VALVES FOR WATERLINES SHALL BE RESILIENT WEDGE GATE 21 - 7-METER BOX FOR 3/4" OR 1" WATER METER. ENGINEER, USING COMMERCIALLY MANUFACTURED TEES AND SHALL BE VALVES. PLUGGED WITH WATERTIGHT PLUG. ALL JOINTS SHALL BE APPROVED 22 2-METER BOX FOR 4 3/ " OR 1 WATER METER." RUBBER GASKETED JOINTS. (THE LOCATION OF THE SIDE SEWERS 13. JOINTS, EXCEPT WHERE 07NERW/SE REQUIRED OR SHOWN ON THE SHALL BE MARKED AT THE END OF THE LINE INSIDE PROPERTY BY A DRAWINGS, SHALL BE EITHER MECHANICAL BOLTED TYPE, OR PUSH-ON 2a i-AIR & VACUUM RELIEF VALVE ASSEMBLY W/METER BOX PRESSURE TREATED 2X4, FOUR FEET LONG BURIED IN THE GROUND A RUBBER RING GASKET TYPE, CONFORMING TO AMERICAN NA7701VAL a© CONNECT NEW 8"0 D.I. PIPE TO EXISTING TEE DISTANCE OF 3 FEET THE EXPOSED 1 FOOT SHALL BE PAINTED STANDARD A-21.11.TRAFFIC YELLOW AND THE DEPTH TO THE SIDE SEWER OR TEE SHALL ©5 - 1-8" X 8" X 8" CROSS (ALL FL.), 1-4" G.V. (FLxMJ) W/ VALVE BOX BE INDICATED IN BLOCK PAINT ON THE 2X4). IN ADDITION, THE PIPE FITTINGS., PIPE FIT7NGS SHALL BE DUCTILE IRON AND SHALL 2-8" G.V (FLxMJ) W/ VALVE BOX LETTER 'S' 2 INCHES HIGH, SHALL BE NEA TL Y IMPRINTED /N THE HAVE THE SAME KING OF COATING, LINING, AND STRENGTH AS THE TOP OF THE CURB BEFORE THE CONCRETE HARDENS TO DESIGNATE THE PIPE TO WHICH CONNECTED AND SHALL CONFORM TO ANSI SIDE SEWER LOCATION. SPECIFICA7ONS A-21010 AND A-21.22 OF THE LATEST REVS/ON. 13. LOCATION OF SIDE SEWERS SHOWN ARE APPROXIMATE ONLY AND MAY 14. HYDROSTATIC TESTS ON THE NEW PIPE LINE SHALL BE MADE IN BE CHANGED AS REQUIRED DURING CONSTRUCTION UPON ACCORDANCE WITH THE PROCEDURE FOR WATER-PRESSURE TES77NG AUTHORIZATION OF CITY CONTRACTOR SHALL NOTIFY ENGINEER WATER LINES" AND THE LATEST PROVISIONS OF AWWA C 600, EXCEPT BEA1 WHEN EXACT LOCATIONS ARE DETERMINED. AS MODIFIED HEREIN. ALL EQUIPMENT NECESSARY TO MAKE THE AR TEST SHALL BE FURNISHED BY THE CONTRACTOR, AND THE 14. CONTRACTOR SHALL OBTAIN ANY NECESSARY SIDE SEWER PERMITS CONTRACTOR SHALL CONDUCT ALL TESTS UNDER THE SUPERVISION OF FROM THE CITY OF AUBURN PR/OR TO CONSTRUCTION. CONCRETE BLOCK a• THE ENGINEER. PRESSURE TESTS SHALL BE MADE ON ALL PIPING 15. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO INSURE THAT AND APPURTENANCES INSTALLED UNDER THIS CONTRACT, INCLUDING FITTING BEARING AREA OF MUCK IN SQUARE FEET NO CONFLICTS OCCUR BETWEEN SANITARY SEWER LINES AND PROPOSED ALL CONNECTIONS TO EXISTING MAINS AT A MIN/MUM TEST PRESSURE SIZE TEES L 90• 45• 22 1/2• 1l I/4• OF 200 P$l. aNcics> PIPE ENDS BEND eENO BEND BEND I OR EX/SLING STORM LINES PRIOR TO CONSTRUCTION. 1000 PSF SOIL BEARING STRENGTH THRUST SIZE OF PIPE USED 15. DISINFECTION OF THE NEW WATER SYSTEM SHALL BE REQUIRED PRIOR 3 I's 2.3 1.3 LO 1.0 TO DETERMINE SIZE 16. ALL SEWER PVC PIPE TO BE SDR 35. IN ACCORDANCE WITH A$TM D3034. TO CONNECTION TO THE EX/S77NG WATER LINE AND SHALL BE /N 4 2.8 4.0 2.2 1 1.1 1.0 ,= OF THRUST BLOCK ACCORDANCE W7774 THE LATEST PROVISIONS OF AWWA C 601. 6 6.4 9.0 4.9 2.5 L2 8 11.3 16.0 8.] 4.5 2.3 MAX. BEARING AREA ALLOWED 10 17.7 25.0 13.6 6.9 3.5 IS 25 SO. FT. BEARING AREA 16. INSTALLATION OF CORPORATE STOPS, WATER SERVICES, LINES AND 12 25.4 . 36A . 19.5 10.0 5.0 MAY BE REDUCED BY USING TIE METERS SHALL BE PER CITY OF AUBURN STANDARD DETAILS. 14 34.6 . 49A . 26.5 . 13.6 7.0 RODS, RESTRAINED JOINT PIPE 16 45z a0, 6 . 34.6 . 1 v.] es OR CONDUCTING SOILS TESTS TO CONFIRM HIGHER SOIL BEARING 17. SERVICES SHALL BE 3/4' TYPE K COPPER TUBING AND THE CITY OF 2500 PSF SOIL BEARING STRENGTH STRENGTH, AUBURN TO INSTALL WATER METERS. 3 1.0 1.0 1.0 1.0 1.0 NOTES- 4 l.1 L6 1.0 1.0 1.0 1. BLOCK HEIGIR SHALL HE EQUAL OR 18. BLOCKING FOR VERTICAL AND HORIZONTAL BENDS SHALL BE PER CITY 6 2.6 3.6 2.0 LO LO LESS THAN OW HALF OF TOTAL DEPTH OF AUBURN STANDARD DETAILS. 8 4.S 6.4 3.5 1.8 1.0 FROM GROUND SURFACE TO BLOCK BASE. 12 10.1 14.4 7.8 4.0 zA 2. BLOCK SIZE BASED ON 225 PSI TEST 19. FIRE HYDRANT ASSEMBLIES SHALL CONFORM TO CITY OF AUBURN _ 14 13.13 1 19.6 IU.6 5.4 2.6 PRESSURE. STANDARD DETAIL. 16 19.1 1 25.6 13.8 71 3.6 WATER MAIN BLOCKING 20. CONTRACTOR SHALL OBTAIN ANY NECESSARY WATER METER PERMITS FROM 77-IE CITY OF AUBURN PRIOR TO CONSTRUCTION. N.T.S. 21. ALL VALVE BOXES IN PUBLIC RIGHT-OF-WAY OR EASEMENTS SHALL BE ADJUSTED TO FINAL GRADE AFTER FINAL PAVING /S COMPLETE. s t& NOTES 1. ALL SIDESEWER PIPES ARE TO BE 6 INCH DIAMETER PVC AT A MINIMUM SLOPE OF 2.00% AND SIDESEWER LOCATION OF STUB ENDS ARE TO TERMINATE A MINIMUM OF 20 FEET INTO EACH LOT MEASURED PERPENDICULAR TO THE RIGHT-OF-WAY LINE UNLESS - 3 OTHERWISE NOTED. 2. ALL SIDESEWER PIPES CONNECTED TO MAIN SANITARY SEWER PIPE ARE STATIONED FROM DOWNSTREAM - MANHOLE. - 3. ALL WATER SERVICE LINES ARE TO BE 3/4 INCH TYPE 'K' COPPER PIPE, UNLESS OTHERWISE NOTED. ,�4F0¢w,>sy/ S THESE PLANS ARE "APPROVED" FOR SEE THE CITY OF AUBURN STANDARD DETAIL NUMBER c ��.� O CONFORMANCE WITH THE CITY OF AUBURN WASM-1 FOR 314 INCH SINGLE WATER METER AND .� ENGINEERING DIVISION'S REQUIREMENTS WASM-3 FOR 3/4 INCH DUAL WATER METER INSTALLATION. roved A B fpui..•..-� S 2T5i6 GC PP Y 4. ALL 4", 6 AND 8" DIAMETER PIPES SHALL BE CLASS 52 Date Approved: •S.Aft/ S DUCTILE IRON PIPE. ` ``L'n'tiLti Ex PIPES _ _ F.A.C. # oD21-92 MAY, 1991 DS HORZ. HENDERSONPDEVELOPMENT INC. _stg1=.- d DOWL AS NOTED LAKELAND HILLS 17 MAY, 1991 n �E N G I N E E R S RT P.O. BOX E N DIVISION NO 8 vD0 VE COMMENTS )r]c R >cD NOTED (2223 1t2 , AVENUE NORTHEAST) MAY t99t I _ r �r;; 1 1 EN AS NOTED BELLTEL: WASHINGTON 98004 Sewer Water Notes & Details 21 4ni94 ms PER cIr c _E r �t,�mom� a, e� _ F43029 TEL (206) 453-0496 f PUG � ._ _ _ oowL 1.,� p Sad F�', FAX: (206) 646-5907 AUBURN WASHINGTON 208-83 M 94 D 1354 I-7 oG 2') 15' 1 24' 15' POR. S.E. 1/4, SEC. 31, TWP. 21 N., RGE. 5 E., W.M. �; dtl + d 40 GRAPHIC SCALESCARE 80 a 3' 3' 3' 3' 3' 3' 3' 3' 3' 3' 45YTY) RIGID CITY OF AUBURN, WASHINGTON\ I ■ • • • • • ■ • • • • • ",< e �V � v, ?. SANOB (SCALE IN FEET) STABILITY FOR \ + N s o U ABILITY ih TYPE YELLOW TRAFFIC BUTTON (TYP.) TYPE /Ztl REFLECTOR (TIP.) ADDED ST IU N 00 n+ v 1D ° THE CENTERLINE OF z TRAFFIC BUTTON & REFLECTOR SPACING �/ cn INT �+� 12+00 I EVERGREEN WAY S£ _ TO HAVE A SINGLE 21 NOT ro SCALEBOLTS 2 BROKEN YELLOW SBY ORA25X 7" (TYP) 1/2 X 3-�AG°SCREWS / / \'d ®_� `� ( ) w e / LINE OF TRAFFIC BUTTONS GAL Y. (TYPICAL) / i T, / / �� . (SEE DETAIL 1 THIS SHEET) NOTES MOVABLE TYPE III BARRICADE CITY PARK / 9 srA. 1D+71 �\I 1. LAKELAND HILLS WAY SE AND EVERGREEN WAY SE �2� ITEAIPORARq N. T.S. �� / / / / // 28.5' R7 T� \ STA 13+57 ARE CLASSIFIED AS RESIDENTIAL COLLECTOR ARTERIAL. STRIPE NOTES: 28.5' LT ALL OTHER ROADS IN THIS PROJECT ARE CLASSIFIED �pls / � AS RESIDENTIAL STREET. ORANGE AND WHITE IF TEMPORARY. n RED AND WHITE /F PERMANENT. ,100 / / / p�- REFLECTOR/ZED. (9 / / / 2. ALL LOCATIONS SHOWN FOR LUMINAIRES AND SIGNING 8 l SLANT DOWNWARD, RIGHT OR LEFT, IN DIRECTION TRAFFIC SSE WILL PASS. / °� SIGNN ARE APPROXIMATE. SEE SHEET 3 THROUGHT 8 FOR SLANT BOTH DIRECTIONS IF FROM MIDDLE /F TRAFFIC PASSES 807H ENDS. - % / 63 3{i' SEEPNOTE No 2T HIS SHT. hA SPECIFIC LOCATION. WIDTH 6" EXCEPT 3' IF RAILS ARE L£55 THAN 3' LONG. 3. ALL ELECTRICAL POWER SUPPLY TO THE ILLUMINATION (SEE SECTION 507 KCRS AND MUTCD SECTION 6C-B.) '' U WITH STREET NAMES .01 SYSTEM IS TO BE UNDER GROUND AND PROVIDED BY DRIVEWAY NOTES: PUGET SOUND POWER AND LIGHT COMPANY. f ` STA. 10+11 1. DRIVEWAY CUTS SHALL BE 7.0' FROM PROPERTY �' / I 24.34' RT 4. ALL WORK AND MATERIALS TO BE IN CONFORMANCE LINE EXTENSION (BACK OF SIDEWALK) UNLESS /� / oD.. —1 \ toe', 0 WITH THE 1991 CITY OF AUBURN STANDARDS. STATED OTHERWISE. /, / 1'` / 44 � > 60 LZ12 r 2. 2 CAR DRIVEWAYS ARE 20 FEET WIDE. /- / '� ,? f / $9 6 ` - SEE T 1P.)LEGEND 3. 3 CAR DRIVEWAYS ARE 28 FEET WIDE. �� x' /� STA. a+67 0 DRlVEWATy TVOT/ i S$ 23.5 LT q- fS TEMPORARY TRAFFICWHEELCHAIR RAMP BARRIER (TYPICAL) SYMBOL DESCRIPTION �/ / / (TYP.) SEE NOTE SEE DETAIL 2 THIS SHT. off / 2 CAR 55 TH Street SENo THIS SHT NEIGHBORHOOD DELIVERY ••• PROPOSED LUMINAIRE ./ %� ' 0 2 CAR 3 CAR & COLLECTION OX UNIT CAR 3 CAR (Ni (TIP. vie"'; `•Ja EXISTING LUMUNAIRE �� / /� SEE DETAIL 1 SHT. 15 WHEEL CHAIR RAMP , CPR 2.�.- . -I--- +00- — I V� r�S cri PROPOSED TRAFFIC BARRIER j� � / q 2 CAR ?S 3 CAR 3 CAR o° s.� C ,( sra 2+83 2 CAR - .� PROPOSED STREET NAME SIGN POST \ / j ; 23.5 LT1a GP / 23.5• R7 PROPOSED STOP SIGN POST �\ \ \\\ DIVISION 6 // / %'1 /' • \\\ \\\ j XI S• \\\ \ \ �/ T J Q ON P nIt! Wo CA cPR T � Z STA. 7+00 2 O (� O z DI VISION 5A �, ��\ \ I l ° 23.5' RT V / \ I Sy b L. UMINAIRE (TYP.) O Z "o zh (EX IS S T/NG> I $N- n SEE NOTE No 2 W a ( \ 8 II o e� A yy THIS SHEET o r � \ \\ rS ON P/l I 2 CAR 1' BEHIND S/W c,P Do 7 w o 55 - o STA. 7+63 E g STA 5+27 o, \ / / I Z CO u1 23.5' LT Oe I oCL 0 w Z �O 1 UNQ 3cgR @ U�Y rc > xWWZ zvw m =13� < 3 yq99 a d 0H 0 ' NJ NJ y3 VP �f C,9R � s a C CLNw .. STA. 1+50 c� C) f R w 4 y% I I I oo0 23.5' L7 DNJ to.00 r1 w r tL �Q III III °' m c c9� II o III � z � f.00 ? °qR � O 32 qR a III GPR 20 N D4 '^ C z a V/ �� °off a � 7 2 U Evergreen L z3.s Lr R A ,r SE ry 25 3 CAR 3 CAR 8' 3 CAR 3 AR / O g µIIyI�� p 11g Q ON P\ C 2 CAR 3 i00 _ �� �U 2 ry 1' BEHIND S/W ' - z C c�JO ¢ I� I CAR/ Z vP 2 CAR 2 CPR Z Z V STA. 5+58 2 CAR R 2 / A �� 6 3 CAR 3 CAR ca 3 CAR 2 CA STA. 3+4747 O Q O 23.5 R7 I THETHE INFORMATION SHOWN ACCURATELY J C PILANS ARE AS BUILT AND I U r II Yo A� u� \ AS OFINOVEMBE 18. L N 22 REFLECTS EXISTING FIELD CONDITIONS OBTA ED BY S AS OF W I N I $A �l / ( I //I 6�� ^o �i ll 7 OF STORMS SANITARY STUBS AND ELEVATIONS J d GJ 6SJ DATE INCLUDES RIM AND INVERT ELEVATIONS ALONG THE CENTERLINE AND FLOWLINE OF THE �`�] �� G1i STREET.ALL ITEMS ARE MARKED WITH A I � Z 0 / / Il uY ON THESE PLANS. l ` a j j o III I �. ➢ er Facilit STA. 1+86 22 ExtenDevelsion Number. Od)2/-W2 Q1� ��° // / I — KING CO N TY — — p 23.5' L7 THESE PLANS ARE "APPROVED" FOR 1 N a !� CONFORMANCE WITH THE CITY OF ALIBI N / I NOTE: PIERCE COON TY ENGINEERING DIVISION'S REQUIREMENTS 18 OF 21 FUTURE DEVELOPMENT l SEE LAKELAND HILLS ROAD EXTENSION Approved eyflyw. Q PLANS FOR EVERGREEN WAY SE THRU F Dote Approved: w.o. 49029 20 430 DIVISION NO. 8 II � 94 D 133¢ /S of 27 0 ;o A - 2 G sr57 A 64 10 \ �j Z - G I Z4.34' RT G �14 ^'ir 60 62 Pvc r �Ot/ND Pewr2 # 4,L%m7- PAP mwxr 7-4#03FORIuYR \ S9 9T � z Moro JeoxCrYPrI � Ir 0I S8 z r - 2 ,3 — _ — s , sTV 57 G 4 _ F 4 z / e OY P 5 46 I 47 j, 2 r a4m s/w 1 sra. .00 $0 4 >- o \ ' CL 0 6 e 46 ,��}}� z Z �, X- u / a+ P/L ci R 4 / 1 s � >CONNECT TO E;ClST'G STREcT LTG. POWER- I 10 .�.,, pIE.LD =R1 FY LOCATICN . W i� .f�5 SrA .$r 8Z S'rG 7 > S1 w , 7+63 I � � � 5'A. Sr S 53 S2 44 / 33 s A o 13 43 42 40 41 35 g / j; 14 t+74 / 20 / a J — -- G 3 G _ ON PAL m � L THESE Putat ARE •AraAovEo- FOR 36 COW-OMM40E WTH THE CITY OF AUBURN447 22 / DM Avpf�t i / 17 WIFE �ILVI3 aK 9S R.9. .ATHA`C 3-10-114 !A 26 25 \ � LAKELAND HILLS STREET LIGHTING I 1 STA I36 �`� DIVISION 8 8 ` 23 � LT" • - yT 1 -.40 • RDA i�r1FYI r Z 19 143 TUT°.',. Ll ELECTRIC OF TACOMA, INC. Sn on o NOTE : CIRCUIT1 - 2TYPE A I 6 TYPE B � CIRCUIT Q- 2TYPE A � '1 TYPE � Q2 , -,�• aMz =zscrrAve � p ;A.CCMA. 'NASE7TCJC.TCN 9&701 L9 25 of Z-1 - _ 94 � 1334 !9 -41- Z7 l Pt3v6T T' ^fE1C } 07e: SEKVICG CABINET TO BG- NbH h'�y TRAH6FpKMC¢ 6qu1PPE� WITH BREAICEK5 : A' - /.�� V(I,u LT $JA, IP-G.RI. ICEGG PTACLG lC•P� /t�' 16A,Zr L1614TING CIRGURS AS REQb ID SKYLINE SERIES 41099, LWMETERED, CONDUIT' SHALL 03 2 I OCATEp /2"('ti') M rN. LOCKABLE .SERVICE E3&N/N0 TNe BACKOFYNE GU.PB A N�LL--D CABINET Wl5-5. 6. U rT =Q AR JD HANDLE OR APPROVED E61LIAL Co NCRETE le � 91 DE WALK 1 d CONCRETE CuRa 7 t Gu7eg n } CURD JUNCTION SOX SHALL I RIGID HOT DIQQED ti 24"XC4'XCv'lCONCRETE �-- pAD FLUsth W`TH a�ALV.STEEL GoµDU tT r ASuT F3ALK OF CIIR6 AND �N A StDEWA LK) c -y SHALL CONFORM TO INSTALL ANA c '• P c. - 1, . WSOOT CONNECT TO ' Ne. 7-11 a,ALT 5[I-1 tiC2T) GROUND RoD `/�/ a ,' WITH �ALV. LID. PEK WsWT STD. I�I ., . a • . 'r, CASE NOT REDID. •ILSCO" TYPE uL7 COPPER - IF GRD. M J- E?'OX. p j , '..r"..^. - e• • q,': CRIMP O - APPROVED n 1 . ••' EQUAL- lye RIGID-HOT DtI'QEDJ •oo r ;PF,� ; n. ; r - 6ALV. STEEL CONDIl IT SGC MoDEL- , 1791-t-lP OK , kmovED A TO POWER VAULT,TO SE - �2,¢^ COVEK KFa uIRED (MIN EQUAL TD STREET LIGHT CAINEGTEp SYOTHF��i I - 3 /3A RE AW6. 4'8 'DARE AW6. STRANDED 6RouN D. CITY OF 3D$ STRANDED AUBURN WASHINGTON , r GROUND 1/Z f VG SGH,•¢O / GON DUIT 6 ✓ (G.R•$ , UNDE2 ROADwAY) 11l2 A 6cH.40 Pvc A GEDNEY INSULATED tLLUMt1dATlOt1 SYSTEM Couou lT O CU3NING.S SEP.VICrc DETAIL BAClCF/LL V✓/HAT/VE 6 THE� yG E-5/V6 AL OR AS APP,PO ED Y /,VEER TO NEAREST STREET LICK( ® SECT 10N BELL EItD PVGBUSHING "��N �� ENGINEER l/iGKIC, CATE 11-7- NAND TjFOOT(pA6ETODESeTIN I(Ot.(E P'jLEGERACKP.T TRENCf-ISNALL ,I.IOTBEEXCAVATED t UNT/L CURB. 4UTYER /5 /A/PLACE PRopERrti' yoLE SID _WALK FOR 7.�'SIDEWALK) CAaLE. Two CououLTOR �'XCEP7" FOR 57'eeE7_ CeO.55 LINE - <o'FEIST FOR 6` SIDEWALY_ ,Q AWG*lO STRANDED (taK cuRe TO POLE) 3 CAPPER WIRE,45MIL PVC CITY OF INSULAn0%,R5 MIL NMW AUBURN WASHINGTON JUNCTION 5OX SHALL i o' FoR"I.�i' O PbIYETHYLENE bCLT UC ABUT SACK of CURD C - SIDEWALKCTYP.� f" u APPROVED EQLLAI_ 2.S'FOKS GTREE:T LIGHT slvewALK (TYP.) OR SIGNAL Po LE LUMINAIRE ELECTRICAL ' HAND HOLE OIJ TRENCH DETAIL _ SIDE OPPOSITE APPROAcNWG � ' TRAFFIC. I C.r.RG A B AWG GROUND LUG RE✓LSEO 2120190 TG- M ENGINEER C J DATE 5f2ojS-I Cuv5 GuTTER STRANDED GROUND. GEC "OVIE - ITq I-SF - - - duNCTtoN COX S4ALL FusE -FNM-S • O ' Yn , N.P. 5. CONFORM To WSDOT OR APPROVED F�uAL 8 sLIPFITT ER 2` STANDARD PLAN No. S-l1>, (Z EAGN� - _ _ _ _ WITH GALV. LIO a " � i� 1'/2" TVP rAL� 1I2°O.D.�ILSCATYPE uL7 COPPELCRIMP OR APPKOVEO�! _ � W M.TUBEGI0EQUAL . L ALLOYQA GEDIIEY INSULATED SATINSEG I-(ODELBUSNINC+S FINISH +17g1-DP OF-APPROVED AEQuAL �pI RIGID {OT © PVC BUSHING (LESS STEF_L_ • ODIPPED GALV. tpTNw&5sFARE: AW6 STEEL CONDUIT CITY OF . _ - NYLON WASHERS. W N#8 STRANDED ;r+RE AWG 0a AUBURN WASHINGTON o1NT GROUND. $TRAM DGD GRouNU g TAPERED ALUMINUM TU(5E aG' WALL ALLOY ' &OG5-TCc SATIN GvcuND FINIGH UNIFORM LUMINAIRE 11/2SGF1.4 C;0 PV WIRING DETAIL N�OBE B 11 ASSEMLIES DESIC+NED To SUPPORT MAX, LUMINAIRE coNAou IT slzE OF 1.5 SQ. FT E.p.A. AND Coo LBS. IN A too MPH To STREET LIGHT TO I50T,AGH / 13O MFH GUST VELOCITY WIND. 6TR EET LIGHT 2) 4043 FILLER WIRE USED FOR WELDIN(>. --_a ENGINEER J DATE II-7- 3)ONLY THE- BASE FLANGE. WELDSARE HEATTREA'TBp ' - - - - --- ---- --------- - _ 41 BASE FLANGE SHALL ACCOMODATS 11"TO 1$" 6OLT CkRC1,E. GTR�ET LAMP AVERAGE REQUIRED LUMINAIRE LIGHT LUMINAIRE , „ TYPE OF FOAVWAY MAINTAINED uNIFORI" vf,( MouNTING DISTRIBUTION SPACING 1I/t WIDTH WATTAGE A B G F30LT. CIRL.FOOTLANDLE RATIO HEIC+HT PATTERN P.' , RESIDE?1TlAL 30 23�-3� .188" I2'-o" MAJOR ARTERIAL oven a4' 400 I. S 3To 1 !Y M-C-ILL 'lIE tERiAL eoMM 1Nvusr. as 2$'-3' .21q ,y-O^ fr MAJOR ARTERIAL 44' 4-00 1•5 3To 1 35' M-C$II me" " " " '9S' z8'-9" .250" I6'-O" I ( II COMMERCIAL/INDUST, 44 250 0.8 3 TO 1 35' M-G3II 17e,' II „ �N (- RESIDENTIAL ART. 44' 150 O•Co 4 TO 1 3 r.�' M-C-IIL Iq0' Y 5� w I -g NC STEEL fINCNOlt R301 7-5 ASTM _ RESIDENTIAL LOCAL 34, 100 0.4 6T0 I 30' M-G7Q 1gr�l 11 A771o, Als/ GRADE l02/-104Vv, 50,000 T Q P5/-MIMI YIELD MEAN P/A. OFROP - T`(PICAL_ ONE £FIDE CopIFIGUSafaTION = STOCK 0.908 t,0//", OUT OF ROUNQ SN -7 I' •� .A.S. A - A A O TOLERANCE: Y00/2"QOLLED OR CUT 7WRE EF I m m PER A3o7, GLASS ZA , TOP /O"-GALL✓ PER A5TM4 " A/53COMP[ETE IVir/!(8) /'8NC CA4jl. SrL CURE FAcE WASHERS- `t - ,5'EX NUZS E 181 /'G-r9/1! 37Z-. .cGHT `-:�•'>j �bRTLAND CEMENT) 4av':R/_-rE ZX 2' SQ. OR 31 c"M /345E. - - HANDHOLE(4 X 6' NOMINA'_) aI' `I' `II `I' NON-FiU6H TYPE, COMPLETE I GALY. SA.CONDUIT ' ' ` ' ` ' ` B�O.D• WITH REINFORCING FRAME CITY OF ALLOY 35G-T(o, COVER AND AUBURN WASHINGTON �— S.S. HEX. HD. SCREWS A A A A A A EXACT LOCATION S %z°- I3 NL- S.S. NOTES TYPICAL STAGGERED CONFIC ItQATIOhI AND pEsIGN SNAIL =� LT W/S 15 .S. �E APPROVED 15Y sPLIr WASHE!( LUMINAIRE POLE NAIRES 1) LUMI SHALL SE, HIGH FRESSURE SODIUM VApOr_ G.E. OR THE CITY EN6tNEFp III4nG0. FLAT WASHER APPROVED EQUAL. AFTERIAL AND RESIDETdTIAL STREET LIGHTING AS THE StTUATION STANDARDS SHALL EE TAPERED ROUND ALUMINUM WITH` DAVIT WARRANTS ARM, ENGINEER DATE9-?$- RACKE.T M, WITH FIVE(6)FOOT-NINE (q) INCH RADILIs- SECTI AA pN THRu NDHOLE da 2)5U6DIVISION AND INDUSTRIAL OF, COMMERCIAL DEVELOPMENT CITY OF LIGHTING Is To EE DESIGNED AND PROVIDED 5Y THE DEVELOPER MEETING THE A13ovE REQUIREMEUTS- LAYOUT' AUBURN WASHINGTON PLAN L A K E L A N D HILLS DETAILS SHALL, ESE pROVIDEb BY THE PE:VELOF'ER AND APPROVED THESE RAM AM °APPROVE)' FOR 8Y' T"la CITY i 3) IN6TALLATIoN OF STREET LIGHTS SHALL CONFORM TO CITY CONFORAAPMLn WITH THE CITY OF AUBURN sTANDARD DETAILS AN STP,EET LIGHTD SPECIFICATIONS. 1 `PLO D,qT ENGINEERtt'dQ Dd OON"S RECUtREMENTS 4) THE DI STANCE. �A MAY e•E DEcR ABED TO ACCOMoPATE SPACING dDESIGDDATE12�jcj� 0 OFN�kiry�'9 PP.O�R LCCATIO" OF CUL-DE-GA•C LIG}{TING, Q' co•A 6/9/94 R D A A W. *To bE DEsIGIJED TO MEET (ZOADWAY CouDlTloN �. DESIGN ENGINEER J� Dypp�p,g+K �_ CRITERIAc.�c. o O��• qE0 m_ ¢ .•L�2k TOTE ELECTRIC OF TACOMA, INC. S``IONAL E� 2332 J=RSON AVE. Q. EXPIRES*- - 4 TACOMA. WASHINGTON 9B4O1 fJ pF 404 26 OF 7-7 LEGEND: POR. S.E. 114, SEC. 31, TWP. 21 N., RGE. 5 E., W.M. GRAPHIC SCALE CL 40 0 z0 a0 80 EXISTING DESCR/PT/ON PROPOSED 5YTYP.) RIGID CITY OF AUBURN, WASHINGTON, \ I \OMill ® CATCH BASIN \\ f (SCALE IN FEET) ® STORM MANHOLE STORM PIPE SANDBAGE FOR �\O I\NOC— --_ ADDED STABILITY _ _ — — —SD— — — � LOT DRAIN W/CLEAN OUT -� --- - - O SEWER MANHOLE BOARDS. B` X 2` �" BOLTS. 2 PER JOINTW E — —SS- — — - SEWER PIPE OR 12` X 1' (T1P.) 7/2- X LAC SCREWS / / 4 CALM (7YTY P/CAL) SEWER LOT SERVICE /s Cl T Y PARK pd WATER VAL VE (TEMPORAR q N. I.S. / < - eR FIRE HYDRANT STRIPE NOTE& }S CAP W/BLOW-OFF ASSEMBLY ORANGE AND WHITE /F TEMPORARY. n RED AND WHITE /F PERMANENT ee FTi TEE FITTING 8 ( REFLECTORIZED. - — — -W- — — - WATER PIPE SLANT DOWNWARD, RIGHT OR LEFT, IN DIRECTION TRAFFIC IMLL PASS SLANT BOTH DIRECTIONS FROM MIDDLE /F TRAFFIC PASSES BOTH ENDS C3 _ �i MAILBOX STAND WIDTH 6` EXCEPT J` IF RAILS ARE LESS THAN 3' LONG / ,/ / / 2 J SLOPE = (SEE SEC77ON 507 KCRS AND MUTCD SEC77ON 6C-8.) / '� / (JYP/CA[) - STREET LUMINAIRE k � J WHEELCHAIR RAMP �'� / /ice " ../ �' CENTERLINE O c7 RIGHT-OF-WAY LINE O > a —COUNTY BOUNDARY LINE � f � , 4a 5 s PLAT BOUNDARY LINE — — / / / 9 61 —sso� coNrouR /,�/ 5a BZ - r �� 3� X < � $� 550 TIRE IN CONTOUR 6 EDGE OF SELECTIVE CLEARING / / / / / / r s3o 55 j// 81l88t SE MAX/MUM LIMITS OF CLEARING rn S2 � o Y L, \ \� DIVISION 6In IY u z_sow Z ` 0 c Avv 1lI HS a o DIVISION 5A , ' s ��, vv� � � � '—� 1 z (EXISTING) i � � SD— I 1 s6y w o = m 9 6 o 552 `s\ i V AS' 41- Y0 � \ \ \\\\ III III 53 �— r7 �3 _o rn 419- nz� `a a 2 III i I I �h Y2 > ozdk -0 dnLi:ii� / r 560_ s I6 Z 1 s .20 Evergreen Loop SE 0� s � � j Q CLEARING 3 I I X 55a U U LIMITS (TYP.) = Z v If ZZ 1 W CIO / s Y7 3 s© sa, 3 I,I I �0 r27. 26 25 Z s ll � �j ffl / J Developer Facility m —w_ ��° �` — — IN — — _ _ 1� I �l 22 Extension Number: 0021-92 � —w— - TR. A- — _—_—w Q l THESE PLANS ARE "APPROVED" FOR SHEET c / /�� _ CONFORMANCE WITH THE CITY OF A BU N PIERCE ��JL/NTY ENGINEERING DIVISION'S REQUIREMENTS OFn s6a SEE LAK AND HILLS ROAD EXTENSION �/ / -- � � �� `� FUTURE DEVELOPMENT _ / Approved By f)& � LJ-t. FGMD .B - / / PLANS FOR EVERGREEN WAY SE THRU Date Approved: F.B, F43029 DIVISION NO. 8 g h� h� �,� 5� — 56D/ 56ry v4 206-81 94 D I >34 21 0 27 , LEGEND. POR. S.E. 1/4, SEC. 31, TWP. 21 N., RGE. 5 E., W.M. TEMPORARY',GRA VEL 40 GROAPHI 0 SC 40 80 EXISTING DESCRIPTION PROPOSED � CITY OF AUBURN WASHINGTON CONSTRUCTION ENT \� (SCALE IN FEET) CATCH BASIN SANDBAGE FOR - ® STORM MANHOLE ADDED STABILITY v — — —SO— — — STORM PIPE O \ / �W'� o° oo°o°000 o°o l �F CfW S/LT FF LOT DRAIN W/CLEAN OUT - o°OOo°o 0 o e LP/L AY"o NCF �TYP� _ 0 SEWER MANHOLE / _ g €ooeo°o \ r a BOL 7S 2' PER JaNT 4 BOARDS: 8' X 2" , - —SS- — — - SEWER PIPE OR 12" x 1' (TrP) GALV (TYPICAL)SCREWS j -- ty�DE C. D ^,� s v X, SEWER LOT SERVICE WATER % f PROM C110i pd WATER VALVE (TEIPORARI7 N. TS. CITY PARK / j i�.�. rA FIRE HYDRANT " 8TRPE MOTE& }� CAP W/BLOW-OFF ASSEMBLY ORANGE AND I4H/TE /F 7EMPORARY P / A / / - /"/ CONN. 33 LF 12" tTi TEE FIT77NG RED AND WH/Tf IF PERMANENT. (8 / PVC TO EXISTING �o 5 _ i �I RFnEcmR2ED. 6,18�g / / 8" PVC STUBOUT 9.00' TEMP 63 - - — -W- — — - WATER PIPE SLANT DOWNWARD. RIGHT OR LEFT. IN DIRECTION 7RAFF/C IMLL PASS {. `� / I.E. = 542t POND ONAR2 SEDIMENT �p \ x° i =SLANT 607H DIREC7pNS FROM MIDDLE /F TRAFFIC PASSES 601W ENDS. W7DT7I 6' EXCEPT 3' lF RAILS ARE LESS THAN 3' LONG. / 2'1 SLOP 1 I_ni MAILBOX STAND (SEE SECTION 507 KCRS AND MUTCD SEC77ON 6C-8.) / s� /� � TCA4) \ STREET LUMINAIRE WHEELCHAIR RAMP / /i / .�Y 1350' CENTERLINE // / R f RAP PON RIGHT-OF-WAY LINE ,i / - 5kF' 6d (db 8Y) —COUNTY BOUNDARY LINE /� / / S 9 6� _ 5 1 �F •\ PLAT BOUNDARY LINE — /j / ��� C__ �a a j ff CONTOUR EDGE OF SELECTIVE CLEARING S5 TH MAX/MUM LIMITS OF CLEARING �, / �r � s� , JZ SILT FENCE —x—x—,—,— / / / / s COMP RY 40 G.F "'y' 'V' DITCH T ORA — / 3.0 - L}�ERT ® 050% 12"0 TEMP. 6"x10"x15't SED POND ,}'3 CUL V£RT 6. - - - IA GULAR BOTTOM, ELEV=522 0 / �. SIDE SLOPE - 2: i Q CONSTRUCTION °°0000000000000°00 / 5�a' \ - - - - 2"GRAVEL CONE RISER ENTRANCE °000000000000000 ' �� ORIFICE 1 5/16" IE=522.5 :c 000°0000000°000° �1 V /' / i ap 4-FT BERM ELEV-526.0 �` CHECK DAM 40LF 12"0 TO DAYLIGHT DI VISION 6 ( �;� MIN.-�'r`"- RIP-RAP \\ \ �\\�\ l I / /� DAM (TYPICAL) A L CHECK a m ° 100 L.F. MIN. SPA /NG ® $ Q DETAIL NUMBER e \\ ° 3 O \ 1 W SHEET DETAIL /S LOCATED 27 �Z \ \ � \ � � 4w / y 7 � HIGH PO/M I ix v \ � 0 s ¢ Dz DIVISION 5A / ' s w � � �� 1 �� ti9 W O z J O y q (EXISTING) V�� \ /� I HIGH POINT - — -552 V S �\ / NEW C.B. O. Hfrl'v I I�` . . / • / ��� \• \ �\ '\ O / T PE K, ;A 21'61 .32 \ 4� \ ® / GATE- 0.49 LE.=55f2D j (PROOM ES CO=.pB. PRO TION) I I4 I I ' s Q ]® Q \ TMPORARY GRAVEL I I �S3 CONSTRUCTION ENTRANCE Ilk, O Dry60 12X 100' TYPICAL) 36F " C rn6 orn 3.61 o _ DVERF III d 5/ w ao . I - O MwNv i III 3 I � .B. xz `� S °o III I RIM = C55 .0 h �� m il 000 °o° g z'7 I.E. = 3.54. (30" srXe \ n 0 ¢ 3 N N o°° o°o �3+ nj �7YAa l.f 554.04. (77'�NEW) of n o y - °000 C a N ii 040 0 p S J p�j fA ~ 4 Vo 00 I I _ I G Nm `o 00 o g60 '^ W C eerie °C. p�� °00 00 ` SILT (oo R �O I I ss9 q�'f - "!2 00 0°0 o o sso 3$ '3 d? — \,y0 "V" DITCH (TYPICAL) 556 ~ 00 0o PORARY SEDIMENT 000 0 _ e 20 1 D� yE M Z 1 2 v W = - �PQgN�D NO. i ° `ss� o t- -- a Evergreen LOOP SE HIGH POINT ` rn I . Q CLEARING O 3 w p � 2D 558 � LIMITS (TYP.) OF CLEARING I f (TYPICAL) ` TEMPORARY 40 L.F. SD 0 CULVERT I - \ 7/ Z CU I HIGH A s66 6 I g� HI POINT L O v, TEMPORA Y 0�O ! ll� Uj I RIP RAP BOTH JI 40 L.F. 12 LV£RT LU Y h by (T ICAL)PIPE N ��!50R 3 �� ��� 0 2� 2� 2� �,. 2Q 97EN F 27 Q ® y_I I J ' Developer Facility m —W_ TR �'—w _ _W — _ — —W— p�o — • �W �� / III Extension Number: 0021-92 Q o AIR 9 THESE PLANS ARE "APPROVED" FOR SHEET CONFORMANCE ONENGFO MANCDIVISION'S THTHERE CITY OF AUBU NTS 20 OF 21 sue? \ 568 NO SEE LAIC AND HI LS ROAD EXTENSION PIERCE OUNTY ' — - - A 88 FU TURE DE VEL OPMEN T / / 0 ^ GRID Approved By 1 4P+ , S FR I ` / PLANS R EVERG EEN WAY SE THRU DIVISION NO. 8 " yb �2 5� 56 56� Date Approved: S Fl 20 77 9 N C)4 D 1b34 22 of v CA MELDED WIRE FABRICCMP STANDPIPE (48"0 MIN.) 1" DIA. TYP., 40 HOLES MIN. BERM 3/4" WASHED GRAVEL AROUND uSE STAPLES OR MIREC2 .2'x14 OR EQUAL h FILTER FABRIC MATERIALEROSION/SEDIMENTATION NOTES:OPEN TOP, CLOSED BOTTOM AT 10" O.C. PERFORATIONS ALL SIDES OF CATCH BASES TO 6' RINGS TO ATTACHMIRAF/ 100X OR EWAL FABRIC TO WiRf INCASED IN CONCRETE SHALL BE LOCATED WITHIN MINIMUM HEIGHT. REMOVE ACCUMULATED 'D MIN. 1. DURING CONSTRUCTION, CONTRACTOR SHALL BE REQUIRED TO POND OVERFLOW LIMITS OF THE GRAVEL SEDIMENT AT REGULAR INTERVALS. CONE CONTROL ON-SITE STORM WATER RUNOFF BY USING TEMPORARY SPILLWAY TOP OF BERM TOP OF STANDPIPE FILTER FABRIC MIRAFI EROSION/SILTATION CONTROL PROCEDURES. NO SEDIMENT EL= 560.00 EL= 559.50 OR EQUIVALENT LADEN STORM WATER SHALL BE ALLOWED TO DISCHARGE INTO 0o Q000000000000 ?. SPILLWAY T P F RISER (UNDER GRATE) e THE CITY OF AUBURN'S STORM DRAINAGE SYSTEM OR ONTO o°o°„o°o°0°0�4°4�0°00�_ 7 OVERFLOW EL=559.00 t} - -. ' . g ADJACENT PROPERTIES. L=559.50 4THE MAX. WATER - - -IL -li _ �f 2. DURING CONSTRUCTION ALL CITY STREETS ADJACENT TO THIS 1 1/2" WASHED ROCK ® EL= IL 558.97 U II PROJECT SHALL BE KEPT CLEAN OF ALL MATERIAL DEPOSITS GRAVEL CONE �� a ® >or RESULTING FROM ON-SITE CONSTRUCTION, AS DIRECTED BY THE WATER 77GHT SEAL ' - J/8"-3/4' WASHED GRAVEL CITY.o CATCH BASIN I STEEL FENCE POSTS BURY FILTER FABRIC /Nm ® J �! SUMP A GRAVEL-FILLED TRENCH UNDISTURBED GROUND % __ ELEVATION SECTION 12"0 PVC OUTLET PIPE---- / m ZDEAD Q AUDw = 1.90 CFS CONNECTION / STORAGE SILT FENCE DETAIL 1 CLEARING AND GRADING SEQUENCE INV EL= 543.00 ---/// POND BOTTOM Q -2.os cfs EL= 555.00 CB PROTECTION DETAIL Ks 21 12'X12"X72" PVC TEE N. T.S. 27 THE PROCESS OF CONSTRUCTION ON A SITE OF THIS SIZE OF THIS RUBBER GASKET JOINTS 6' CONCRETE BASE SIZE /S A DYNAMIC PROCESS. DIFFERENT OPERATIONS CAN OCCUR VOL. REQD = 13000 cf 12" RUBBER GASKET PLUG COMPACTED GRAVEL BASE SIMULTANEOUSLY ON DIFFERENT PARTS OF THE S/7f. FOR THIS REASON THE FOLLOWING SEQUENCE OF CONSTRUC7ON AC7I077ES VOL. PRO✓O = 1315J cf W/ORIFICE DIA.= 6.05" IS TO BE USED AS A GENERAL GUIDE FOR CONSTRUCTION /N ANY AREA OF THE ITE THE INTENT OF THIS 9 SEDIMENT POND No. 1 IS70 MINIMIZES STHE IMPACT OF CO STRUC77ONSONUNEIGHBORINGVICE 21 OUTLET STRUCTURE AND P/NSPECT ON ACTV LIES. ER77ES ANDPROVIDE A LOGICAL GUIDE FOR CONSTRUCTION NOT-TO-SCALE DEBRIS BARRIER 1. AREAS TO BE CLEARED MUST BE FLAGGED PRIOR TO CLEARING. MI(JIMUM pF�' ,02 GRAVEL CONE N1TN (SEE DETAIL THIS CLEARING LIMITS ARE TO BE FLAGGED IN THE FOLLOWING MANNER: .� SHEE7) 6'THIS., 100'0 .i : S Y AN M GROUND PERFORA7EDOP/P£JRISER /� p• ,q/NI-- 7 A. RIGHT-OF-WAY LIMITS PLUS 10 FEET. .� �• INI�U 111 MAX. WATER SURFACE �I BERM B. EASEMENT LIMITS PLUS 10 FEET. �� .� f •y if 1 O' N' (EL PER PLAN) _ NADV£ MATERIAL C. RIGHT-OF-WAY AND EASEMENT AREAS AT TOP OF BANK OR COMPA07ED TO 95S CMP STANDPIPE (48"0 MIN.) 1- DIA. TYP., 40 HOLES MIN. = A✓s� 1w ti. P6L5 / - 1.0' M ' i 7 OF MAX. DPROCT TOE OF SLOPE /F OUTSIDE ABOVE LIMITS. OPEN TOP, CLOSED BOTTOM AT 10" O.C. PERFORATIONS w►'• ' mot ' '� RRY SP2 _ 1 ! (MODIFIED PROCTOR) D. LOT AREAS TO BE CLEARED ARE TO BE FLAGGED SEPARATELY INCASED IN CONCRETE SHALL BE LOCATED WITHIN QJP ` AND VEGETA7TON TO BE REMOVED SHALL BE CONS/S/7ENT POND OVERFLOW THE LIMITS OF THE GRAVEL - ~ • • 8 yp.) a5' DEAD STORAGE I - WITH THE LOT LANDSCAPING PLAN, TREES WHICH ARE TO TOP OF BERM k t CONE nL' ( - BE RETAINED SHALL BE FLAGGED. SPILLWAY EL= 54Z50 TOP OF STANDPIPE - 25 0 BOTTOM OF POND OUTLET vivE EL= 54 .00 GRAVEL BERM OF (PER PLAN) °O°°°°°O°°°O SPILLWAY 70P OF RISER --- R (EL. PER PLAN) 4 6' QUARRY SPELLS NE/CHTED BASE TO RIPRAPPED OUTLET 2. CITY OF AUBURN PERSONNEL WILL FIELD INSPECT THE CLEARING o°o°o°o°0°0°0°0°0 "7 OVERFLOW EL=546.50 I'-3' WASHED GRAVEL PREVENT FLOAT/ON (LE. PER PLAN) STAGES AT ITHENG PD/SCRE77ONRIOR TO L OF CLEARING DEVELOPER OR DONE /N o�O �o�0..4".2�0� .._ L=54Z00 CONTRACTOR. 77 MAX. WATER SEDIMENT POND DETAIL � 1 1/2" WASHED ROCK EL= 546.20 TEMPORARY Mrs 21 J. ALL TEMPORARY EROSION/SEDIMENTATION CONTROL (TESC) GRAVEL CONE ® ° @ig ® � J.7 MEASURES SHALL BE INSTALLED PRIOR TO CLEARING AND � WATER TIGHT SEAL M` o �� ® _ GRAVEL CONSTRUCTION ENTRANCE GRADING ACTIVITIES. THIS INCLUDES SEDIMENT PONDS, SILT ® - FENCING, AND TEMPORARY DITCHES. NOTE THAT THESE TESCP - ® ®®- 21 PLANS REFLECT MEASURES TO BE U77LIZED AFTER GRADING IS ®��- all_a COMPLETE AND ARE INTENDED TO SERVE THE SITE DURING OUTLET PIPE 2 UTILITY INSTALLATION. TEMPORARY DITCHES SHALL BE 12"0 ¢� - 6 MIN. DEAD PROVIDED TO DIRECT RUNOFF INTO THE SEDIMENT PONDS, THE Q AuOw = 7.43 CFS CONNECTION ^ S GE CONTRACTOR SHALL PREVENT SEDIMENT LADEN WATER FROM INV EL= 543.00 POND BOTTOM ENTERING THE EXISTING DRAINAGE FACILITY AND SHALL Oe w = 1.84 CFS PROTECT ADJACENT PREPAY. ADDITIONAL EROSION CONTROL lauMm) 72"X12'X12" PVC TEE EL= 542.50 MEASURES SHALL BE PROVIDED AS DIRECTED BY THE CITY OF RUBBER GASKET JOINTS 6" CONCRETE BASE DEBRIS BARRIER AUBURN INSPECTOR. VOL. REQ'D = 21270 cf 12" RUBBER GASKET PLUG COMPACTED GRAVEL BASE (SEE DETAIL THIS SHT. 4. CLEARING AND GRUBBING OF THE AREA MAY COMMENCE AFTER MAXIMUM TOP OF BERM W/ORIFICE DIA.= 6 1/8" WA TER LEVEL PERFORATED PIPE RISER CITY OF AUBURN APPROVES CLEARING LIMIT FLAGGING. VOL. PRO✓D = 23601 c/ J 3 WITH HOLES DRILLED AT OVERFLOW SPILLWAY 5. AFTER THE APPLICABLE TESC FACIL177ES ARE INSTALLED, THE f0 SEDIMENT POND No. 2 ER S HOR/Z VERT. _ - - -�+ T GRADING OPERATIONS MAY COMMENCE. THE GRADING MUST BE 21 OUTLET STRUCTURE MAX WATER SURFACE _ 0 ° S/L7 FENCE STAKED BY SURVEYORS BEFORE ANY GRADING MAY BEGIN. THIS e--c0 GRADING WORK MAY BE DONE /N STAGES AS REQUIRED BY NOT-TO-SCALE SILT FENCE 3 0 0 0 3 3 EFFICIENT CONSTRUCTION PRAC77CES. I RL TER FABRIC 1� 0 0 0 1 1 6. STOCKPILES OF MATERIALS FOR FUTURE USE MAY BE LOCATED � ® AROUND THE SITE AS NECESSARY. IT WILL BE EXTREMELY n{�" DITCH DETAIL !� ® 0 0 0 ® IMPORTANT FOR THE CONTRACTOR TO PROTECT THESE PILES 0.5' DEAD STORAGE_ FROM EROSION AS THE LOOSE, UNCOMPACTED DIRT IS MORE i" DIA. TIP., 40 HOLES MIN. nu 21 BOTT. OF POND ® SUSCEPTIBLE TO EROSION AND SEDIMENTA77ON THAN COMPACTED AT 10" O.C. PERFORATIONS ® MATERIAL. 774E USE OF STRAW OR MULCH COVERING THE CMP STANDPIPE (480 MIN.) SHALL BE LOCATED WITHIN ® a/7L£T � MA 7ERIAL AND SILT FENCES AT THE TOE SHOULD BE CONSIDERED OPEN TOP, CLOSED BOTTOM THE LIMITS OF THE GRAVEL MIN/MUM TESC MEASURES. INCASED IN CONCRETE ONE • ,�� 7. CON77NUALLY MAINTAIN, UPDATE INSTALL, AND IMPROVE TESC WEIGHTED BASE 70 POND OVERFLOW PREVENT BASE TO FACILITIES DURING THE CLEARING AND GRADING OPERATIONS AS TOP OF BERM 1- - J' WASHED GRAVEL REQUIRED. THIS MAY INCLUDE: INSTALLING NEW SILT FENCING SPILLWAY TOP OF STANDPIPE MAX. WATER EL= 526.00 _ AFTER CLEAR/NC; REMOVING SEDIMENT BUILD-UPS /N PONDS a EL= 525.50 EL=525.50 GRAVEL CONE W/RISER DETAIL BEHIND CHECK DAMS AND SILT FENCES RELOCATING OR $ 0 0 0°0°0°0°0°0°o SPILL WAY TOP OF RISER Z1 INSTALLING TEMPORARY V-DITCHES TO DIRECT SURFACE RUNOFF 0 0 0 0 0 0 0 0 0 1' OVERFLOW N.T.S. TO PONDS, HYDROSEEDING SLOPES TO BE LEFT MORE THAN °�„�Q�o� L=525.50 - EL=525.00 CHECK DAM NOTES 30 DAYS;YS, REPAIRING PLASTIC SHEETING; OR IMPROVING RIP 9t _ ° `o\JI i. ROCK CHECK DAMS SHALL BE OF 2' '0 5' RAP A7 DRAINAGE OUTFALLS THIS MAINTENANCE OF THE TESC 0 1 1/2" WASHED ROCK ® FACE, SOUND WARPY ROCK. FAC/L177ES /S TO BE A CONTINUAL PROCESS DURING CLEARING GRAVEL CONE AND GRADING OPERATIONS _ ® 7 Z ROCK CHECK DAMS SHALL BE T .HK.H N IHL- WATER TIGHT SEAL - �� ® ® ® CENTER AND A MINIMUM OF a5 HICHER CN " ®®� B. A7 THE COMPLETION A THE GRADING THE TESL FACILITIES SHALL ® THE SIDES BE LEFT /N SUCH A MANNER SO AS TO FUNCTION PROPERLY FOR ® � fi =�.• CHECK DAMS SHALL BE TOLD IN AT T},E BASE AN EXTENDED PERIOD OF 77ME EROSION AND SILTA77ON SHOULD _ ° ♦• • i� A MINIMUM OF 0.5' TO PREVENT EPOSiON. NOT OCCUR UNDER NORMAL CIRCUMSTANCES. REVEGETATION AND W - 12'0 OUTLET PIPE `� Z • LANDSCAPING OF THE LOTS WILL BE DONE BY THE LOT OWNERS CONNECTION ^ 6 MIN. DEAD .;Ie �. ' , CHECK DAMS SHALT. BE COALSTRUCTEL IN SUCH AFTER THE UTILITIES AND STREETS ARE COMPLETED AND DURING d O ALLOW = 0.08 CFS '✓ STORAGE 1.1 A MANNER THAT :HE ROCK IS FIRMLY PLACED HOME CONSTRUCTION. INV. EL= 522.50 POND BOTTOM �l i WAIN A MINIMUM Of SPACE BE�WFN ROCK& OWrww = 0.33 CFS 00(CLF.Wm) 12"X72"X72" PVC TEE EL= 522. ?'• / � aii. FACES OF WE DAM snxu BE SOOT" RUBBER GASKET JOINTS 6" CONCRETE BASE �� a w7ti NO RocKs PROTRUDING MORE -HEN z' VOL, REO'D = 2000 cf 12" RUBBER GASKET PLUG COMPACTED GRAVEL BASE •` ip� TESCP SEQUENCE m � W/ORIFICE DIA.= 1-5/16" S� DITCH SLOPE CHECK DAM SPACING NOTE: VOL. PRO✓O = 1100 cf �/l� r, - 5% 150 FEET ALL STEEL PAR75 MUST BE 0.5' GALV. OR NON-CORROSIVE 1. ATTEND PRECONSTRUCTION MEETING. 8 11 SEDIMENT POND No. 3 e i! 10x 50 TE CALVED/ZED AND ASPHALT BOLTS AND NUTS i , �i Os s0 itET COATED (TREATMENT 1 2. ESTABLISH CLEARING AND GRADING LIMITS. 21 OUTLET STRUCTURE i�;�i N OR BETTER) 0.75' DIA FRAME NOT-TO-SCALE i o o 3. CONSTRUCT SILT FENCING AND CONSTRUCTION ENTRANCES 2' 2' MAX 3" SPACING .25' X 1" X 5' STRIPS 4. CONSTRUCT SEDIMENT CONTROL PONDS AND TEMPORARY DITCHES. m SECTION A-A ENDS TO BE MELDED 5. COMMENCE WITH CLEARING, GRUBBING AND GRADING '0 TO 0.75' DIA FRAME ACTIVITIES. I �n h 0,75' DIA. S 0 0 6. COMPLY WITH THE "CLEARING AND GRADING SEQUENCE NOTES ' -'t "Z IN THE CONTINUAL OPERA77ON AND MAINTENANCE OF THESE .�._..,._ DEBRIS BARRIER DETAIL FACILITIES AS DIRECTED BY THE CITY OF AUBURN INSPECTOR. r.cs 27 SECTION B-B J THESE PLANS ARE 'APPROVED' FOR CONFORMANCE KITH THE CITY OF AUBUR .i ENGINEERING DIVISION'S REOUIREMENTS GRAVEL CHECK DAM DETAIL SA B [� 9 ,_ 21 Approved By,I Date Approved: F.AC. A 002712 Ca nR 2 _ _. - ALE- _ PREPARED FOR TDESJGNED RW D OW L HENDERSON DEVELOPMENT INC. L A K E L A N D HILLS 21 HORZ. MAY, 1991 Water - .. - - AS NOTED DIVISION N O . 8 MAY, 1991 BLJ Gm --- E N O 1 N E E R 6 ART' P.O. BOX 3866 ) OF s AS NOTED (2223 112th AVENUE NORTHEAST ORAy ttf+ �I .HECKED - -- - - -ElectricAM DIN.Ion .t DON . Inoorpora.n F.B. 206-76 BELLEVUE, WASHINGTON 98004 T C C 2 1 �; aesm _ 8320 164 TH AVENUE NE, REDMOND, WA 98052 TEL: 206 453-0496 • • C • S•C . Notes & Details t a i I s ,FPRGVED as Y � � - GRID F�osa 3 AUBURN WASHINGTON "v�. F00t Ev TEL 12061 869-2610 Fqx. 1206I 869-2619 GRID FAX: 206 646-5907 FF .q .4 2- 1 OF 2-7 94D/'534 Z% or- Z"] PVC SDR 35 --- --` - _ PVC SOR JS U ® L007 W CAP AND PLUG c - O 1.007 W CAP AND PCUG INV 564.66 se INV. 564.70 m CB 19 TYPE I CB 18A TYPE l-C 2+87.04, 30.1 RT J+40.50, 16.25' LT ✓ - JG p� eor, srORM-5614.0 ; �y' � w ` TOP WA 56JJ � T STORM 564.0 m V PT STA. 7+69.1J (D/NSION BOUNDARY) i i \ 70 WA TER 56J,9 END CONSTRUCTION. SANCUT AND MATCH rc a rc ' - EDGE OF EXISTING EX/STING PAVEMENT u a 1 PAVING 1 STA. 14+34.87 (DIY 5A PLANS) m REMOVE EXISTING \ 5 PAVED TURNAROUND J!_ \ U 15'x40' DRAINAGE EASEMENT o - 188'-8" PVC SOR 35 30 CB 23 TYPE l-C - -- ¢ - ® 1.00% W CAP AND PLUG `ro 1 ti + 6+95, 16.20 LT 32 REMOVE EX. CB INV. 564.52 P2 ya \ \ CB 20 TYPE I-C n _ rt 4 _ AND PLUG PIPE r 0 Q 0 _ ® -�� 5+23.96 1620' LT 5 '� -� _- j W CB 18, TYPE l-C Leo \ Or GRAIN a J+40.5Q 19,14' RT $ 40 a - v eC PVC LOT D /N I 70 H" PVC 0 0 -_ x g__ a LAN U B Z 007 MIN. (TYP) ® 2.009, MIN � 0 _ �•q N 0 3 _- � Q 4 O ?.DaC4 M/N. �. 0 B PVC 6+80, 2A5' LT STREET Ll HT 4 Jc80 CB 17 TYPE l-C y��go,l v EX_ SSMH 16 wV) 4+20, 16,20 RT �� ?"P a';gs ' \ - ' 5+46.93, 5.50 LT _ - - ►, Z w 5 _ _ - --- Eu 0z \ rgTPiry -� �U Q 7 78.8 8' PVC SOR 35 \ O 7EE -'� 4 6 NOC 01 5o'f v -o 09 01.O07W/ CAP AND PLUG Av ��� 1 tp �� 112_]� i% �� - 1 SOT STORM 56J.8 �, m ¢ iaj _ I EX. wArER DINE- _ - 55_TH DRIVE $E TOP WATER 56J.2 _ E - PC STA 4+H5.63 COUNTY Bq/NDARY -� C 1' MIN. SEPARATION - - - - _ A,_ _ _ _ PLUG AN, ABANDON (PIERCE COUNTY & KING COUNTY) 5 VC SDR 21 1 176'-12" P '� EX. 8" PERF PIPE c ? w BEGIN CONSTRUCTION / ' \ .� ai E o I- WET TAP FOR 1 � W � = O 570 _ - 1 WATER SER LACES m ! EVMOVE EX CB \\ o_ a a ._ , SIGN: "WELCOME TO J r 1 PA 4 9r (TYP) 6 PLACES :, A d U w 0 Q \ a 20'-8" PVC c' 5+J6.79 24.50' RT 3 0 2.009 MIN, FIRE HYDRANT ASSEMBLY n 1-8"x6" TAPPING TEE 59 mill' 6 o C8 21 TYPE l-c ce 22 TYPE l-c PCR STA. 7+0715 1 ` 5+23..96, 16.20' RT 25'-12" PVC SDR J5 ® 0507 z R = 2380' v J2'-12" PVC SDR 35 6p8 \ ii 66 R = JJ.80' 37 �a `a ® 0 5G7 l70'-18" PVC SOR J5 0 0.40% sso Q ce 19 TYPE a-48" Ss, 33 o t - � 5+029J, 2541' RT 24 z - GG�� Y CB 19, TYPE 11-48" ppQ- \� s c.se rs CB 2O, CRATE EL 565.60 l8" lE 559.81 TYPE l-C 12" if 55981 (IN, NJO >• Of ut GRATE EL 56489 12" 1E 560 31 (IN, S) 18 IE 559 13 (W) 6 R=J7.5' r 12" If 560.10 Z 8" IF 5604J CB 21, '0 " SCALE 1 " = 20' I TYPE l-C (SEE PLANS FOR EVERGREEN 1 NOTE: CONTRACTOR SHALL VERIFY W WAY SE EXTENTION) 1 % a• 550 GRATE EL 564.89 LOCATION OF EXISTING WATER LINE I 12' IE 559.94 a PRIOR TO CONSTRUCTION. `- NOTE: SEE DOWL ENGINEERS 36 Z LAKELAND HILLS No. 8 STORM 34 0 AND SANITARY SEWER AND F- WATER PLANS FOR MORE 35 i Z INFORMA TION. Q 580 -£x re 12 THESE PLANS ARE APPROVED 580 o>. +lnl 5J6 1 FOR CONFORMANCE WITH THE CITY OF AUBURN ENGINEERING o' er 'DIVISIONS REQUIREMENTS > z mo m o PN STA = 4+00 0021 -92 PN ELEV'= 568.36 jy2 : FAC N0. z 4 50,00' VC u43 50.00' VC DATE: Z�• �m = m V 50.00' VC PVI STA = 6+50 o LOW POINT ELEV = 565.79 PW ELEV = 566.36 APPROVED: Q V Q n - ---- -M J LOW POINT STA = 5+25 M p h ,0 4 2 X } h N e U O m PVl STA = 5+25 O pp ry N a } b M W W 570 '^ a _ v U PW ELEV = 565.7J ♦ e _ b n ai n b m m EXISTING GROUND (T1P) G{ + 1 e U r" 570 } _ m _ W W _ m m W W i FINISH CRATE ® i (TYP) I. 7 58-12' PVC SDR - 84 VC SOP 21 28D,y - - - I COVER (>'�) 2• PVC 50R 21 ® 2.757. _ _ TOP WATER 5613 - - - - - - - 90'=T2 c8 19 TYPE l-c - - - - - - - - - - - m ..- - - 25'-l2" PVC - - - - - - - - - 56D - - _ - - SOR JS +67 �' Pb' r� 062�+- - - - - f O 0.50% 560 GRATE EL 56745 C6 18, TYPE l-C Na F J Q " IE 564.29 GRATE EL. 566.84ILL 8 1' IF 564.47 12" IE 564 DO NOTE.' ALL UTILITY CROSSINGS WHERE 8• 'E 564 33 W VERTICAL CLEARANCE IS BETWEEN O 35'-12' Pv: SOR zr 00507 1 FOOT AND 6" SHALL BE PROVIDED - >- WITH A SAND WEDGE CB 22 TYPE l-C C6 18A T1PE l-C CB 19 TYPE I1-48" Q _ CRATE EL. 56560 C8 21 TYPE l-C GRATE 566.1E GRATE £L. 56684 18 IE 559.81 GRATE EL. 565.18 /VC IE 562.90 (••� 12" 1E 554.18 CB 17 IN, N( ) 8"' h 12' IE 559.94 TYPE l-C 12 ' IE 559,81 8" !f 564.51 GRATE EL. 72 if 560 31 566,65 ti J6"-r2" PVC SOR 21 ® 050% . (IN, SJ 550 12" IE 561.65 Q: ce 23 TYPE l-c 32'-8" PVC SOR 35 a 0.50% CR E 56J.726.76 " " 550 m W � CB 20 TYPE l-C c n ¢ 8FA£E560 1065 18 55TH DRI VE SE 0 0 r tQ a N O T b b T O N "Nj Y b 0 O N o U Y b b b b b b b b b b b b b b b n N a W H G Vl V1 h h ul vl vl `•1 N h vl '/bl vbl h h vbl N `rbl O U < d ll 4 4 C 4 4 V 4 4 SHEET 1 2+00 3+00 4+00 5+00 SCALE: 1 n= 20 6+OD NDICA ES FINISH GRAD£ ELEVATION AT C (TYP) 7+00 OF ■ 1 "= 5' HORIZ.VERT. JOB NUMBER 91-189 DATUM: CITY OF AUBURN ikK A H1 PROJECT BENCH MARK: NORTH RIM OF WATER VAULT AT N.E. CORNER OF THE INTERSECTION OF ND LS LAKELAND HILLS WAY & MILL POND DR. EL. = 437.07 CITY BENCH MARK: BENCH MARK NO. 31—Q. VICINITY M A P BRASS SURFACE MONUMENT AT INTX OF MILL POND DR. & 51st STREET SE. DIVISION 8 EL. = 366.23 0. 971h 5L 5,f OR LEGAL DESCRIPTION 5T„`K RISER LAKELAND HILLS DIVISION NO. 8 BOUNDARY 1�0 A PORTION OF THE SOUTHEAST QUARTER OF THE SOUTHEAST QUARTER CLEARING PLAN h 4/sf5T. 5E 4W575E OF SECTION 31,TOWNSHIP 21 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN, MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHEAST CORNER OF SAID SECTION 31; THENCE v� 0 N 88'34'43" W ALONG THE SECTION LINE 1205.60 FEET; THENCE N h AUBURN 1'01'47" E 175.00 FEET; THENCE N 88'34'43" W 15.00 FEET; THENCE N 50'25'59" E 128.28 POR. SE. 1/4, SEC. 31, TWP. 21 N., RGE. 5 E., W M. Q � � FEET; THENCE N 52'13'28" E 50.00 FEET TO A POINT ON A —FOOT RADIUS CURVE TO THE RIGHT (RADIUS POINT BEARS S 52'13' CITY OF AUBURN , WASHINGTON ° ps 52'13'2B" W); THENCE ALONG THE ARC OF SAID CURVE 39.90 FEET THROUGH A CENTRAL ANGLE OF 13.03'48"; THENCE N 65'17'16" E i 2 111.41 FEET; R THENCE S 69'27'35" E 119.21 FEET; THENCE S 85'57'07" E 60.00 ZONING - R2 A- FEET; THENCE N 4'02'53" E 102.92 FEET TO A POINT OF CURVATURE OF A 345.00—FOOT RADIUS CURVE TO THE RIGHT; THENCE ALONG THE ARC OF SAID CURVE 332.97 FEET THROUGH A CENTRAL PROJECT LOCATION MAP 5 76Ih 57 ^`cQo� o� SE 3761h ANGLE OF 55'17'53"; THENCE N 59'20'46" E 165.00 FEET TO A 5 POINT OF CURVATURE OF A 285.00—FOOT RADIUS CURVE TO THE o RIGHT; THENCE ALONG THE ARC SAID CURVE 152.75 FEET THROUGH A 4, CENTRAL ANGLE OF 30'42'28"; THENCE N 0'03'14" E 60.00 FEET v TO A POINT ON A 345.00—FOOT RADIUS CURVE TO THE RIGHT 2� Q (RADIUS POINT BEARS S 0'03'14" W); THENCE ALONG THE ARC OF SAID CURVE 38.00 FEET THROUGH A CENTRAL ANGLE OF 6'18'39"; c..cC ti THENCE S 83'38'07" E 75.00 FEET TO A POINT OF CURVATURE OF A rm •..s 285.00—FOOT RADIUS CURVE TO THE RIGHT; THENCE ALONG THE ARC IN e +f OF SAID CURVE 243.74 FEET THROUGH A CENTRAL ANGLE OF +? Z -• • 49'00'00"; THENCE S 34'38'07" E 57.00 FEET TO THE EAST LINE OF SECTION 31; THENCE S 2'11'53" W ALONG SAID SECTION LINE 665.00 FEET TO THE POINT OF BEGINNING. CONTAINS 15.7024 �'" '' J �� --@ DIV 8 ACRES. '� + to KING_ Va, SITUATE IN THE CITY OF AUBURN, COUNTY OF KING, STATE OF PIERCE' CO. WASHINGTON. p. Scale : V- 500' ph • Z�2 2 Wh�� t13 Scale: 1 = 1000 Qar� pZ vo F LOT LANDSCAPING AND REVEGETATION PLAN (TYP) 2Wo�o CLEARING AND REVEGETATION SEQUENCE LAWN OR . O4 Q W p� A. RIGHT-OF-MAY LIMITS PLUS 10 FEET ON EACH SIDE SHALL BE FLAGGED PRIOR TO CLEARING. GROUND COVER i ?p Q h B. EASEMENT LIMITS SHALL BE FLAGGED PRIOR TO CLEARING. IF SIGNIFICANT TREES E%IST WITHIN THE Z �. C W Z ~ EASEMENT LIMITS A DECISION WILL BE MADE BY THE CITY OF AUBURN PLANNING AND ENGINEERING SECTION Q �" p CY W Q 0p ON A CASE BY CASE BASIS WHETHER OR NOT THE AFFECTED UTILITIES SHALL BE REDESIGNED TO AVOID SAID TRANS1T/ON t F zk SIGNIFICANT TREES. j0�I11 •_ _ "L ANTINGS .. C. A PUBLIC WORKS REPRESENTATIVE SHALL INSPECT AND MODIFY AND/OR APPROVE FLAGGING OR CLEARING o m�4� LIMITS SPECIFIED IN A AND B. _ , r j W Q D. RIGHTS-OF-WAY PLUS 10 FEET AND EASEMENTS THEN SHALL BE CLEARED. �+� SE AC ShRUB o� p E. UPON COMPLETION OF CLEARING OF RIGHTS-OF-WAY AND EASEMENTS, LOT CORNERS SHALL BE STAKED AND E a `(TYPJ ORDER I W '. V t p O PROPOSED LOT CLEARING SHALL BE FLAGGED. TREES TO BE SAVED SHALL BE FLAGGED. AS A GUIDE TREES W ' TO BE SAVED SHALL BE THOSE DECIDUOUS TREES WITH BREAST HEIGHT DIAMETER OF 6" AND EVERGREEN ZZSpW MALL TO V QZ �� 4' QLai �v�40 TREES WITH A BREAST HEIGHT DIAMETER OF A" OUTSIDE OF THE BUTLOIXG PAD. tiJ a ED TREE R V�•U?h F. UPON COMPLETION OF FLAGGING FOR LOT CLEARING A PLANNING ANDIOR BUILDING DEPARTMENT Q REPRESENTATIVE SHALL INSPECT AND MODIFY AND/OR APPROVE THE PROPOSED LOT CLEARING. OQ G. UPON FLAGGING APPROVAL FOR LOT CLEARING THE LOTS SHALL BE CLEARED. Jy O p H. WITHIN 10 DAYS OF COMPLETION OF RIGHT-OF-NAY, EASEMENT AND LOT CLEARING, TEMPORARY EROSION 4 ffff pY ,•Y. ,• �, 3 ` Q�'' pmp CONTROL MEASURES SUCH AS STRAW BALES AND MULCH SHALL BE PLACED. HYDROSEEDING MAY BE REQUIRED O�.'Q�y IF THE ABOVE MEASURES ARE NOT SUFFICIENT TO PREVENT EROSION. Z�?QW � — Q�3 ,JJ.. J Q'�O� ��� x:n " I v J. LANGUAGE TO INSURE TREE RETENTION OR REMOVAL IS AUTHORIZED AND APPROVED BY THE HOMEOWNER hO�,� I �"F.,•�. rT\ A ASSOCIATION SHALL BE INCORPORATED IN THE CONDITIONS CONVENANTS AND RESTRICTIONS AND ON THE W • . J ,Y--IL/J�, FINAL PLAT. SUCH LANGUAGE SMALL BE APPROVED BY THE CITY OF AUBURN. _ W WJ�� - ��- K. A STREET TREE PLANTING PLAN SMALL BE SUBMITTED TO THE CITY OF AUBURN AND APPROVED PRIOR TO Z_q W Z�tO I FOP OF94NK RECORDING OF THE FINAL PLAT. A BOND IN A FORM AND AMOUNT SATISFACTORY TO THE CITY SHALL BE /���r•.t,•�To,tn ear PROVIDED PRIOR TO FINAL PLAT RECORDING TO INSURE STREET TREE PLANTING WILL BE ACCOMPLISHED. W LND 0004 -91 cn3 O. Go o+ THESE PLANS ARE 'APPROVED' � �_ n RH W = O �O �Er� CONFORMANCE W THE CRY OF AUBURN ZI y �� ljrr/ ENGINEERING ONISfON'$ REQUIREMENTS �� � y� �--ohZWT TREE OOV� L 1` 1 , LANT/NGS ./° Q► Approved By: +,& .d E N G I N E E R S P W `D t) — — - ADPoved B 500 S. 2061A Street, Suite a:(2 Federal Way,850; FAX: 98003-6389 o ' y Manning DeptDepJ $777EFT Seattle:(206) 682-4771; Tacoma:(206)927-7850; FAX:(206) 838-6516 'L Date Approved: 3.31.42 F 43029 ) SHT. 1 OF 3 �q-D1914 25 op 27 MEN VICINITY MAP POR. S.E. 1/4, SEC. 31, TWP. 21 N., RGE. 5 E., .M. / \ \ \ " \ II _ _ � � �� GRAPHIC SCALE CITY OF AUBURN, WASHINGTON \\ / % \ \ I I — — / *° D 2D ,� i \ _ swwli— N (SCALE IN FEET) '^ ' : Cc ✓/ \N \ � NN3S � WWLL NOTE ADDITIONAL EROSION CONTROL MAY \ 55 nQ BE REQUIRED A5 PER THE D15CKETION 44 / s v/fzl — k TEMPORA2Y GRAVELN ' � OF THE ENGINEER. OR THE CITY OF AUBURN. COM5TRUCTION ENTRANCE' FM , \ w Vry PArJJI / ehCITI` STD'5. . [TYPICAL) /�� ��\ \\\\ \ \� 11 I I > IaxF \ \\ \ 1 /1111111 o moor saa v-ofrc d SHT3) \\ _ x 547aPOND \ HECK ZVI \ \ \\ \\\ \\ \ \ \ v� 300 LF OF \�\ \ 60 SILT FENCE arr Pu 60 (mil y� Y 1 � � �\ i� / / \ /�/ \ �• 5AB 1 \ 6 \548 / / F w / \ W- ` uiw Q W W W 4 SNO CWNTY /I / / / I / / �� / ____. � I \ 1 \ \ 1 �' \ N N U N_•( \ M X 1 \ \ p \ \ \ �L' •� JI Y13'IJi\J 1-7 j , \ / / � % � a\ \ \ \� \ \ \ 1 \ (o0[F OF �l1jjvf)'r7 � inzirau- riJ��l �/ y/ \ �s �\ \ - U p �\ s \ `\ `' 3d / b[F\ F — _ \ \ \ \ 1 � 73.3 160 417 \ \ 1. 90�,�,LF of 11 I 11 W 3 \ FENCE 560 \ \ \ 111111 I I� O _ LLm o JI'l1 271Jj\I Z y c 3 6D \ \ l I I I I L53Z � W X \ 11 \ \ \ \ \ — — 55 46 SOT OF I L 3 m � \� \\ �J \ NCE k � iII�;Li536 10 00 51 \ 4� . L / \\r o I 1 / / ttWWW I I I 111 \\ \ \ i 1 \ \ \ ybry� y66 1 \ S LF OF 0 ILT FENCE O i m w r \\ /X / 12 1 \ �� \ DD E m o \ \ \ , \ 0 zAw` - / \ II III Q fE N ] 0 J X W H 4 1 I \ 7— .. 9/CT fI J \ S64\ \ \ \ \ 1 40 LF OF \ -0m \ y o POND 560 I / \ \ 1 °a I \ SILT FF.I V 0 Ss t s L—� s sj III \ccz m �—556— — / / 20 LF OF Wig_ s7ps \ T — B® \ sI11 FEucr >�i , � z e �s`�m J CO = r SE I \ 1 \ �` �— f I , a T / I I \ J Q CLEAR/NC LIMITS = O C 3 K /TYPICAL/ SOLF W a z - aJ 40 l J I I W > //// v 560 �� i100 LF OF A \ W �/ > 9 x� t< I h \ \ ,� b" 1 i\ \ Q \ \ S LT F CE i 574 0 - - I �o a i tF \ \ y� \ �(� \ \ \ \ \ / /FN \ Q Z 0 N W 3 '!O L OF \ \ \ \\ \\ \ \\ i 5 OT FFEMCE L/ � � 0001-91 � � FY w — — I 51L FENCE \ \ \ \ \ L/ a PLANS ARE FOR D . WITH THE CITY OF AUBURN Q _ 1 ENGINEERING DIVISIONS REAUREtiENTS SHEET apwoea eY: 2 3 �YrY CALF 48 HOURS I "b`0i"`�r of lei r r� r \ \ l / /' BEFORE YOU DIG "�° BY WED � F:IUMA �, l,Jjjrl jVr , / / _ / / L Plominp Dpl.) F B. - -- 0 56D 562 - 1-80-424-5555 Dct.Approved: s��-4L F0.E FLE F4f02Y PF # 4a4 2 , ter- ,� 94 D /33} 24 of Z7 CUP STANDPIPE (48"0 MIN.) 1" DIA. TYR., 40 HOLES MIN. BERM 3/4" WASHED GRAVEL AROUND USE STAPLES OR WIREC2x2x14 GA WELDED WIRE FABRIC RINGS TO ATTACH OR EQUAL h FILTER FABRIC MATERIAL- OPEN TOP, CLOSED BOTTOM AT 10" O.C. PERFORA7ONS ALL SIDES OF CATCH BASES TO 6" MIRAFI roox OR EQUAL INCASED IN CONCRETE SHALL BE LOCATED WITHIN MINIMUM HEIGHT REMOVE ACCUMULATED FABRIC TO WERE - 12"� POND OVERFLOW LIMITS OF THE GRAVEL SEDIMENT AT REGULAR INTERVALS. 'O MIN EROSION/SEDIMENTATION NOTES: SPILLWAY C E TOP M FILTER FABRIC MIRAF Qo0 0Duo00000000 0.00 OR EQUIVALENT 1. DURING CONSTRUCTION, CONTRACTOR SHALL BE REQUIRED TO TOP OF STANDPIPE ? (UNDER GRA e CONTROL ON-SITE STORM WATER RUNOFF BY USING TEMPORARY "ooQo0o0000 0QoOo OVERFLOW EL= 558.50 EROSION/SILTATION CONTROL PROCEDURES. NO SEDIMENT L= 559.50 MAX. WATER _ _ ` _ _ _ ^ , ... . LADEN STORM WATER SHALL BE ALLOWED TO DISCHARGE INTO THE CITY OF AUBURN'S STORM DRAINAGE SYSTEM OR ONTO 1 1 WASHED ROCK �� �° ®®® - EL== 558.00 U ADJACENT PROPERTIES. GRA CONE WATER 71G SEAL - N ® ® J �. .. - F. ` ba" D.c. (Trn.) 3/8'-3/4" WASHED GRAM �� ® ® 4TCH BASIN ''�^y STEEL FENCE POSTS 2. DURING CONSTRUCTION ALL CITY STREETS ADJACENT TO THIS MP BURY FILTER FABRIC /N UNDISTURBED GROUND PROJECT SHALL BE KEPT CLEAN OF ALL MATERIAL DEPOSITS A GRAVEL-FILLED TRENCH RESULTING FROM ON-SITE CONSTRUCTION, AS DIRECTED BY THE 1 PVC OUTLET PI 2 ELEVATION SECTION CITY CUNNECTI 6' MIN. DEAD O A 0. = STORAGE Q NrtOr IN EL= 555.50 POND BOTTOM SILT FENCE DETAIL (CLEARED) EL= 555.00 SEDIMENT FIL TER FABRIC 12"x 12"x12" PVC TEE N.ri 2 RUBBER GASKET JOINTS 6" CONCRETE BASE N. TS. 2 VOL. REO"D = 8080 cf 12" RUBBER GASKET PLUG COMPACTED GRAVEL BASE VOL. PROVO = 8096 cf WV/ORIFICE DIA.= 6 J/8" 9 SEDIMENT POND No. 1 23 OUTLET STRUCTURE NOT TO SCALE O IN • • P< GRAVEL CONE W17H DEBRIS BARRIER 1p0, M IMUM • i 'DER N (SEE DETAIL THIS • ••.� A EXISTING PERFORATED PIPE RISER SHEET' 0 M/Af 6' MIN NOTE ' i • � • . �.v �M GROUND 1.0' MIN �� THE5E DETAILS ARE FOR REFERENCE •fI„� :.y MINIM MAX. WATER SURFACE BERM AS MAY BE KEQUIKED TO CONFORM 7b I. i •Y• �1,0 PER PLAN) _� NATIVE MATERIAL CMP STANDPIPE (48''0 MIN.) 1" DIA. TYP., 40 HOLES MIN. Ji •• �J 5 - �- � COMPACTED TO Bsx p,ppITIONAI- DIRECTION 8Y Tf-IE ENGIh1EER OPEN TOP, CLOSED BOTTOM AT 10" O.C. PERFORATIONS • v'••' =y:S . ' y r` ' SP ALL 1 l.o' M 1 1 I OF MAX DENSITY INCASED IN CONCRETE SHALL BE LOCATED WITHIN \ \�i �•e:x± OBPRR� 1 MODIFIED PROCTOR) OF- T'NE CITY OF AU�U1�N.. POND OVERFLOW THE LIMITS OF THE GRAVEL •�%• s, 8� SPILLWAY CONE \ ry. A! �0 (ff'P') 0.5' DEAD STORA TOP OF BERM \ �R n 25 (EL PER Pam)D GRA In BERM OF (PER PLAN) 0 0 0 0 0 0 0 TLET PIPE 47.00 4--6' QUARRY SPAUS WEIGHTED BASF TO 0Q0 0000000000000 TOP OF STANDPIPE \ 1'-3' WASHED GRAVEL PREVENT FLOARON RIPRAPPED OUTLET _020o0 o Oo0oQo0oQo0 'J OVERFLOW EL= 545.50 (I.E. PER PLAN) +- L= 546.50 -, MAX. WATER 1 2" WASHED FRO w j = EL_ 545.00 SEDIMENT POND DETAIL 1-2G VEL CONE -- �� o° ® a.J TEMPORARY N.ci 2 WATER crlr SEAL k °Ne lea ® ® � GRAVEL CONSTRUCTION ENTRANCE 12' C OU TILE IPE� � Z CON NE ON DEAD O elFlO Q Auo � STORAGE INV. EL= 5 POND BOTTOM = (or 12" 2"x12" P TEE EL= 542.50 USER GASKET JOINTS 6" CONCRETE BASE VOL. REQ'O = 6,270 cf 12" RUBB GASKET PLUG COMPACTED GRAVEL BASE DEBRIS BARRIER ER MAXIMUM (SEE DETAIL THIS SHT. VOL. PROVD = 16,571 CI W/ORIFICE DIA.= 6 7/6" WATER LEVEL PERFORATED PIPE RISER TOP OF BERM J J NTH HOLES DRILLED AT 10 SEDIMENT POND No. 2 0.5' MIN O.JJ' HOR/Z. h VERT. OVERFLOW SPILL WA 23 OUTLET STRUCTURE 0' M/N. MAX. WATER SURFACE o o `_ NOT TO SCALE os 1 0 o 0 2 1� o o o FILTER FABRIC "V" DITCH DETAIL n ® o 0 o 0.5' DEAD STORAGE o TOP OFSERM 46"MIN.DIA.CKP 57AMDPIPE PONDA E MrsZJ l 5G0.5 OPENTOPeLDE, 7OTTTOM PONDDEL= 5485 ENCASEDLNCd3CR8TE BOTT. OF POND Np!Z6ENLY OVER ND FLow POA EL-5 -S P MDA 546.0 OND D TDPEL�EM �- PONDA EL=560.0 FONDD EL-547.5 PONDF TOP EL -525.0 POW Dp EL-546.0 NO EL-524.5 POND F EL•525.0 �0.5' ^ , PONDA EL= 559.0 1" - J" WASHED GRAVEL PREVENT LOA77ON POND D 6--547.0 3r, ZY - ._F POND FEL•524.0 GRAVEL CONE W/RISER DETAIL CHECK DAM NOTES N.T.S. 2 n ` ( ' f Vz° WA5H6D ROLL' i 0 °0Qe r -� ( , 6P.AVFx CONE `�I 1. ROCK CHECK DAMS SHALL BE OF 2' TO B' 21' 5 YR- R ELGASL a w I ' r y°q v r + r 2,J FACE, SOUND QUARRY ROCK. a!A' O.23 CAS a id a•' 0.77 cles DO \ �r y 2. ROCK CHECK DAM5 SHALL BE i' HIGH IN THE mp ° 0.45 CFS gFONOA I.E.=55G.5 °�=O °�°�o ,'� ( ' + G"MIN. CENTER AND A MINIMUM OF 0.5' HIGHER ON B' POND D I.E•544.5 a8 E y 1 > y � ' D�`D THE SIDES g 12^PONDFLE'S21.5 • Vn r e' ' ' . STDRJYE _ . 3. CHECK DA145 SHALL BE TOED IN AT THE BASE 8'x a"x B"PJc TEE • ` `C ' 0 ' •• • �j \ A MINIMUM OF 0.5' TO PREVENT EROSION. RUBBER6 IaET JOINTS °��J�La ��l IYR1 \I I • ee M•.h e•RL8Eejl 6.5KET P1.OB W/OP-IFICE - ¢ V DIA.TYR,40 HOEE5 MILL AT 10"O.G. / = k / e ° e 4. CHECK DAMS SHALL BE CONSTRUCTED IN SUCH PCNDA HOLE 51ZE- 0.32 -0 mS PFX FORP.T117455F1'\LL P,E 11XYRm WI THIN FDNO D HOLE SIZE= 4.24".e THE LLMVTS OFTHE 6F# VEL CONE. WITH e � A MANNER THAT THE ROCK IS FIRMLY PULED WI 12'-PoND F HOLE 512E= 4Jf °H ?� • � TH A MINIMUM OF SPACE BETWEEN ROCKS. ~ • � (.COOC' E�4� rs•• I 5. THE FACES OF THE DAM SHALL BE SMOOTH NOTE 1 Ly ``,� m° `' db r COMPAGTF� 6RP.YEI, �`+E � • NiTH NO ROCKS PROTRUDING MORE THAN 1" S POMP F 18 IZ'PI FES fii�n=lu`:IU- II�Ili=111=1t1�IS''� FOR U/ERF(2TW. RwD Bo[IDM EL 556.0 544 O , ,` y�• IJOTES� Po TOM ND F BOT EL•521.0 ... t.% DITCH SLOPE CHECK DAM SPACING O �iV'-/ NOTE: 0 - 5R /50 FEET &I. PROVIDE A RIPRAP 11NBID PARA1 BY MIN.ABOVE 51ANDP1('E OFEfJ LOP. ALL STEEL PARTS MUST BE 0.5" GALV. OR NON-CORROSIVE $ �� 5 - 10%% So FEET GALVANIZED AND ASPHALT BOLTS AND NUTS 2. AMULT IPIE PRASE PgJD$EPARATBJ BY PREVIOUS 6RAVQ,WINDOW MAY � . . RE ER�rD OONTRC(. PdID TRAP `. PIMPNT, PN9 Tb ti�LeE D15[HPP.SE . h TOR 50 FEET COATED (TREATMENT 1 CLEAIZIWGPLAN T$MPORAR.Y SEDIMENT o 0 OR BETTER) 0.75' D/A. FRAME 4 POND OUTLET COMTR.OL ST _UGTUF?_E Mar TO ECALE B 3 2' 2• � . ,- MAX. J" SPACING .25" X 2" X 5' STRIPS g 0 oo 3EC7/ON A-A ENDS TO WELDED DI R TO 0.75" DIA. FRAME h h 0.75" DIA. y ••t snw DEBRIS BARRIER DETAIL 4 THESE PLANS ARE "APPROVED" F1 CONFORMANCE NTH THE CITY OF x SECTION S-S 0 / 6 Mrs Z ENGINEERING DIVISION'S REQUIREMENTSURN k GRA VEL CHECK DAM DETAIL� Approved ByAkiiii�N.T.S. Date Approved:2 F.A.C. M LWD b004 -91 ATE DATA I m. #WAS 9 DESIGNED San. Sewer SCALE_ PREPARED FOR LAKELAND HILLS 4cykv " A N MAY, 1991 Ds staa Serer d �0�� HAS HENDERSON DEVELOPMENT INC. ' •'+ DRAWN Water AS NOTED MAY, 1991 VDO Gas _ _ VERT. P.O. BOX 386E DIVISION N O 8 3 OF 3 CHECKED Telephone _ - AS NOTED (2223 112th AVENUE NORTHEAST) ,t 24598 MAY 1991 PDG Electric 5�1392 "62W REVI5ED �T)?J L. SRd)GTL1R.6 PETAL�- ' •' E N D 1 N E E PI S F.B. 209-75 BELLEVUE, WASHINGTON 98004 c ^^ " Easements 8.1L92 TP-W RGv15ED- DFD POND DETAIL T.E S.C. Notes & Details Q, �itTr APPROVED Footin Elev. 4.7 500 S. 338tN Street, Suit 201. Federal Way. WA 98003-6389 W,O. F43029 TEL: (206) 453-0496 C7J'k�� j1,T-1� _ 92 ITRW RE VIS Ep 42QSION CON TfZOL PLAN. _ See.: (2061 682-e771; Tac, (206) 92T4850; FAX: (206) 838-8516 10 FAX: (206) 646-5907 AUBURN WASHINGTON FlNp. I- F tj I 94 D /334 27 of 2?