Loading...
HomeMy WebLinkAbout97D1478a_ 17 = 50, 50 w 100 AS -BUILT COVER SHEET - WATER AND SEWER EXTENSION PLAN A PORTION OF THE SE 1/4 OF SECTION 8, TWP. 21N., RGE. 5E., W.M. �I 0.5'21, 3 W q _ z - U' LVERTICAL CURB & GUTTER 2" COMPACTED DEPTH CLASS 'B' ASPHALT CONCRETE 1-1/2" COMPACTED DEPTH CRUSHED ROCK SURFACING TOP COURSE 2-1/2" COMPACTED DEPTH CRUSHED ROCK SURFACING BASE COURSE GRAVEL BASE CLASS 'B' MAY BE REQUIRED DEPENDING ON SOIL CONDITIONS (SEE SECTIONS 4.02 & 4.03 K.C.R.S.) SE 319TH ST, 115TH AVE. SE, SE 319TH PL, 115TH PL SE SUBACCESS AND MINOR ACCESS ROAD SECTION NOT TO SCALE C HYDROSEED DISTURBED AREAS R-6 iFESIDELILALI �2' COMPACTED DEPTH CLASS 'B' ASPHALT CONCRETE THICKENED ASPHALT EDGE COMPACTED DEPTH CRUSHED ROCK SURFACING TOP COURSE 2-1/2" COMPACTED DEPTH CRUSHED ROCK SURFACING BASE COURSE GRAVEL BASE CLASS 'B' MAY BE REQUIRED DEPENDING ON SOIL CONDITIONS (SEE SECTIONS 4.02 & 4.03 K.C.R.S.) PRIVATE DRIVEWAY FOR TRACTS 'C' AND 'D' NOT TO SCALE 18 �\TRACT 'D' 17 MH (1007) 0004 16 oMw - WW4Y R - 5500 M.0r L-W41' 15 14 13 12 PROPOSED SEWER (TYP) MH R-6 ;RESIDENTIAL) N86726'08"W 20 21 22 23 -PROPOS D WATER METE (TYP) PROPOSED RE S.E. c ) T�v APROPOS D SIDE SEWER (TYP) 34 33 1 32 1 31 r PROPOSED WAT R (TYP) i 35 36 L� 37 S.E. 24 Eel 25 26 1 27 EX. FIRE El- a.«w 2 W (1018) 3 CI 5 = 55.D1' TRACT 'C' TRACT 'A' 6 Ld (DRAINAGE FACILITY) ACT 'B'INA :(OPEN SPACE) 11 10 8 A = 90'05'28' —1 EX. VERTICAL CURB -- I 9 8 R = 35.00' AND GUTTER I 7 T = 35.06' �Jf I ---- L = 55.03' " EX. CONIC. SIDEWALK EX. MH EX. FIRE HYD. MH/ 59@46 /11 — — — -. - -_ -- 4 ANl _ _ - -- EX._ EP - -- S.E. 320TH ST. 2.5' GRAVEL EX. VERTICAL CURB SHOULDER R/W R-4 R_4 AND GUTTER ROADWAY CL (RESIDENTIAL) EX. CONIC. SIDEWALK (RESIDENTIAL) RIGHT OF WAY CENTERLINE 30' HALF RIGHT OF WAY B' r _ _41' MIN. IX15T. 11Y EX1BT. 11'i 7'i I 5.5' l 8 THICK CONIC SIDEWALK EXIST ASPHALT PAVEMENT CONIC VERTICAL CURD &GUTTER SAWCUT EXIST. PAVEMENT 5' COMPACTED DEPTH CLASS B ASPHALT CONCRETE 1-1/27 COMPACTED DEPTH CRUSHED ROCK SURFACING TOP COURSE 2-1/2- COMPACTED DEPTH CRUSHED ROCK SURFACING BASE COURSE GRAVEL BASE CLASS 'B' MAY BE REQUIRED DEPENDING ON SOIL CONDITIONS (SEE SECTIONS 4.02 & 4Q3 KORS.) 116TH AVE. S.E. (LOOKING SOUTH) (COLLECTOR ARTERIAL) NOT TO SCALE NOTE: ROAD SECTIONS SHOWN ON THIS PLAN ARE FOR REFERENCE ONLY. SEE SEPARATE ROAD AND DRAINAGE PLANS FOR CONSTRUCTION. RIGHT OF WAY CENTERLINE 30' HALF RIGHT OF WAY 18, -- -- --�1 MIN. EXIST. 11't EXIST. 11't Ti 5.5' 6 1 THICK CONIC SIDEWALK EXIST. ASPHALT PAVEMENT CONIC VERTICAL CURB &GUTTER SAWCUT EXIST. PAVEMENT 5- COMPACTED DEPTH CUSS 'B' ASPHALT CONCRETE 1-1/2- COMPACTED DEPTH CRUSHED ROCK SURFACING TOP COURSE 2-1/2' COMPACTED DEPTH CRUSHED ROCK SURFACING BASE COURSE GRAVEL BASE CLASS 'B' MAY BE REQUIRED DEPENDING ON Six CONOMONS (SEE SECTIONS 4.02 & 4.03 KOR.S.) S.E. 320TH STREET (LOOKING WEST) (COLLECTOR ARTERIAL) NOT TO SCALE 4A4W IW aorn LEA HILL RD SE SE 312TH ST SE 312TH ,V N w W u• N W SE 316TH STREET a SE 320TtH 't'SSTTREET 323RD ST SE 323�1 RD 18 Q� 327TH ST GREEN 0= i VICINITY MAP_ MIIERSFLIgR 11M AYE Y sA 14.3102 NTS I MRASECIION $TA 10+029B SE 31M OM INDEX TO SHEETS Mw (101w Uo 1 1 OF 5 COVER SHEET - WATER AND SEWER EXTENSION PLAN 1p`Y^ SIA 1NJ1.°2. 29E' Ri. 11611MYE -\ srA 1D+oD.aD sE 319TH n.0 2 OF 5 WATER AND SEWER EXTENSION PLAN AND PROFILE IK all ° 3 OF 5 WATER AND SEWER EXTENSION PLAN AND PROFILE WiN 4 OF 5 WATER AND SEWER EXTENSION PLAN AND PROFILE 5 OF 5 WATER AND SEWER EXTENSION PLAN AND PROFILE NOTES AND DETAILS uj 0i R-6 SITE ADDRESS: ui 7 (RESIDENTIAL) 31655 116TH AVE. S.E. Q AUBURN, WA 98002 = SITE ZONING' URBAN RESIDENTIAL (R-6) LEGAL DESCRIPTION: (333940-0050)`,- ,5 THE EAST HALF OF LOT 1 AND THE EAST HALF OF LOT 2, BLOCKI, C.D., HILLMAN'S AUBURNDALE ADDITION TO THE CITY OF SEATTLE, DIVISION No. 1, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 13 OF PLATS, PAGE 62, RECORDS OF KING COUNTY, WASHINGTON. SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON. (333940-0006) THE WEST HALF OF LOTS I AND 2, BLOCKI, C.D., HILLMAN'S AUBURNDALE ADDITION TO THE CITY OF SEATTLE, DIVISION No. 1, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 13 OF PLATS, PAGE 62, RECORDS OF KING COUNTY, WASHINGTON. SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON. DATUM: CITY OF AUBURN (NOTE: ROAD AND DRAINAGE PLANS ARE KCAS DATUM. DATUM CONVERSION TO KCAS = CITY OF AUBURN - 7.65 FT.) i3'23' E BENCHMARK: i.06' TOP OF 3" BRASS DISC LOCATED AT THE W 1/4 OF SECTION 9, TWP. 21 N., RGE. 5 E., W.M. CITY OF AUBURN BENCHMARK No. 6-C, ELEV.=354.18 5't WIDE GRAVEL sFIouLDER BASIS OF BEARING 11 //// i SOUTH LINE OF SOUTHEAST QUARTER OF SECTION 8-21-5, N 86'21'09" W EX EP�- PER PLAT OF CANTERBURY RIDGE, VOLUME 153, PAGES 25 THRU 29. `°IIII TRACT/AREA DESCRIPTIONS: 5't WIDE AREA IN TRACTS: GRAVEL SHOULDER TRACT 28,769 S.F. TRACT 'B' 15. firm S.F. TRACT 'C': 1,330 S.F. TRACT 'D': 1,844 S.F. LOTS: 218,212 S.F. RIGHT OF WAYS: 68,140 S.F. TOTAL SITE AREA: 333,895 S.F. (7.66 AC) LEGEND: �oPoe® pgq� ASPHALT CONCRETE STORM DRAINAGE WATER T SANITARY SEWER �» UiLrrY CONFLICT NOTE CAUT014 THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION. AND DEPTH OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOLING THE UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE CALLING UTILITY LOCATE O 1-800-424-5555 AND THEN POTHOUNG ALL OF THE EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT BARGHAUSEN CONSULTING ENGINEERS, INC. TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. "THESE RECORD PLANS AND THE INFORMATION SHOWN ACCURATELY REFLECT EXISTING FIELD CONDITIONS AS OF THI�OATE: L �,0. BY: CONTOUR - - - 428 --- FAC 0023-96 THESE PLANS ARE "APPROVED" FOR CONFORMANCE WITH THE CITY OF AUBURN ENGINEERING DIVISION'S REQUIREMENTS. y/^y-��' APPROVED BY: hJ.Q�Y✓rM� S v.�G DATE APPPOVED: IS% C— ' Ym Z O ' ~~ H \W W zlC W n a I > W (0U rj) Y 0 1 O Z Q W ul N W i) 00 H rn z w 3 0 O U) 00 > 00 W< 1E CO °° Z co J c�0 W N = W =) O 0 W O O T o 17 E N = IN r' a O r e: 5220-WS Date/Time: 01/03/1997 10:59 Scale: 1=60 DON DAWES Xrefs: Z5220-S, Q61) AS -BUILT WATER AND SEWER EXTENSION PLAN AND PROFILE -� Ex. N'._ A PORTION OF THE SE 1/4 OF SECTION 8, TWP. 21N., RGE. 5E., W.M. HYDR" 'I WATERMAN Ffff1NG CALLOUTS Z Z 01 FIELD LOCATE EX. 8" WATERMAIN Q2 STA 11+54, 6' RT. Q STA. 14+35-01, 6.00' RT. ® STA. 14+73,06, 6.66' RT. OS STA.15+07.64, 5.49' LT. © STA.15+07.91, 44.05' RT. O7 STA. 14+92.66. 152.72' RT. © STA. 15+29.11. 1.69' LT. INSTALL: INSTALL: INSTALL: INSTALL: INSTALL: INSTALL: INSTALL: INSTALL 1-8"x8" TAPPING TEE x FL 1-8%8" TEE (ALL FLANGE) 1-6"x6" TEE (MJxFL) 1-8"x45' BEND (MJ) 1-8"x8" TEE (ALL FLANGE) 1-9'xll 1/4' BEND ((MJxFL) 1-8" PLUG (MJ) W/2" TAP 1-8"x45' BEND (MJ) 1-8" GATE VALVE (FaMJ) 2-8" GATE VALVES (FLxMJ) 1-FIRE HYD. ASSY. INCL. CONIC THRUST BLKG 2-6" GATE VALVE (FLxMJ) 1-8"x22 1/2 BEND (FLxMJ) 1-BLOW-OFF ASSY. CONIC THRUST BLKG GONG THRUST BLKG 1-8' ADAPTOR (FLxW) 6" VALVE AND 18 LF C 01 PIPE 1-8" ADAPTOR (FLxMJ) CONIC THRUST BLKG CONC THRUST BLKG CONIC THRUST BLKG GONG THRUST BLKG CONIC THRUST BLKG .PROPOSED TEMP. BLOW -OFF ASSY. 7 PER CITY STD. DETAIL WABO-2 8626'OB E _ /GRAN CCESS ROAD SURFACE f - L BE 4" CRUSHED ROCK i 8 EX ,OCWIRE rEN-1 )'19 5' BSB`_ 18 - 87 LF 6' S PROPOSED SINGLE METER �EPVICE PER IT, CT[DETAIL WASM-1 _ 20 21 i 22 \ \t 1 I I lF1T D PADPOSED FIRE HYDRANT PROPOSED 3/4" DUAL � , t\ PER, CITY STD. DETAIL WAFH-1 PROPOSED STORIM DRAINAGE DETAIL PER CITY STO DETAIL \WASM-3 (lYP) 1 o w t\ STA .a 09 STA. O+SD \ PER SEPARATE PLANS \ 42 LF 55 36 LF 6 SS TA 1+ \ STA'. 1+50 O 15.28X. qq 13.467.\ ` 35 LF SS \ 35 L SS 17 p9 IE 403.7 IE3405.7 O 12.83% O 11.81; lt*4097 IE=413.7\ O2.0% - T, Tom„ \ E=398.11 LF 6 7/ \ `\`Y 37e,-�O 26 LF 8" PVC Ob �rrc 1 a 4 1° a d 1 t 1. WATER STORM X-ING `1E-399 73 SD) IC=�A,98.05 W) 3 MH 9 A v vvgyp 4 ' 39 LF $" AI- `-� I vL vl It 16 9� 274.57 LF 8' PVC 6 8.2791 WATER SORM X-i1 1 25 LF 8° PVP. , ¢04 e-soro'ar `, s .1 1t IE 405 SD)t C ,1 n - ss ao• \ \ I t IE=403.65\ W) a ° 41 l a 1 •I SANITARY Y a I l l ER ORX ING \ \ JSEWER (TYP) A 0+95 STA. 1+ L ° ) � IE=405.57 SD 2 .LF 6 SS � 25 LF 6' SS 15 i 402 _ 1 1, 11 '1 ®ze% \ O 2.0% •. FF 1 IE=405.2. IE=409.6 \ d 1 1 11 � \ \ \ tt 41�'1 11 34 �� 33 \ 32 420 415 410 405 400 ., .MH4 399.33 390 19 iw 40365 IE=j4a-3968/ (8' PVC NW) STA IS II.B3, 49.35' RT. IE= ) 396.59 (8' PVC E) RIM- 404.88 F 396.51 T8' PVC S) IE- 397.74 (8' PVC NW) IE- 397.64 (8' PVC SE) 0 I I � J m= s oa o o� oti H J W W -- FL W rm BLDCa---'^�E% POWER POL Z T !,'f _ QDW Z i 630.56' �� �� -I p�aan +�--T-- -- - TIORE z Q FENCE , �/ ECES / a._ , Q L QQ J co ' HOGwIRE p[NbE \\ r ( 2 \ \ 11111 23 d 24 25 26 27 28 N SAW UT EX ASPHALT P/ER O _-- . �. GTYCREOU RE AENTS AND a EIER \ ,AN _ REPLACE TO ORIGIONAL COND IN o0 (TYR) \ ROPOSED 6" SIDE SEW \ 1 II PER CITY STD. DETAIL $TA.)2+00 STA 2+50TY STA. 0+30 STA. D+TS STA. 1+ A. 1+75 1 SS - 35 LF 6 SS \[PROPOSED LF SS 35 LF 'SS 35 LF $S 5 LF S$� `I ( 4 O 9.79X 8:132X_ O 7.83% O 5.14% O 2.46X \1 1 ®=41.80% 7.7 IE=421.7 424.7 --- - - _ IE=427J IE=429.7 IE=431.7 )' I�Lo I-F \ _ WATER P i\��._\ (ttP) rr 3rrtw sr. O / _F-�� x C0 S.E. 319TH ST. - - . cn o �_pl ry/ I 4 L0 Z wO 6 140 L8D.. 2A5 D Ii 0 co SBB'20"y'E. o TU ran co 'AIF110•" ' 1 MATER STORM X ING STA ri,u.e(11 �W' s[) S' 1AI dQIPJ r __ _F�MH fl0/61 W ^ Ii42576 SD 1,. \SR, lvw'w (SE MST) Z W 0 Co J O w In CD _10 V W ----------- _ ;� Q t v v ____A v EWELL R STORM` -IN \ 4 A. 1+95 "I STA. +49 IE=42iAL SS W 43A ` 4 STA. 1+40 �tl \ \ 4 \ \ 25 LF SS 125 LF SS ' m - - W 25 LF SS \1 `\.�� IE=425.93 SD \ t \O 2.0f. `O 2.0% \ 1 ? E I O 3.677. 1 \ A r 1E=414.0 VE=418.7 A. 0+20 I I g" U IE=4293 I I 17 Q 1 tix Pnw-p rt1L�__ I � 0 2.0% , 1 J =422.z �P �.1 d ;.' LL Cll-WIPF rFN1.F \ I I I ( 31 30 29' a1 - I I �• •�• T I I ..L N � Vt SEE SFEEr 3 FOR CONTINUATION c „ n 440 440 z a 0 BREAK LINE 420 415 390 1410 i PROPOSED GRADE ROADWAY CL EX. ar/W#iL, A@I (1016) SEE SHEET 5 MW 6 MH (1012) 5 -- STA. 12.50.31, 3.02' LT. F - 427.79 - IIWO� 420.66 (8" PVC E) r.----yf>dto 420.31 `8' PVC W1 THESE PLANS ARE "APPROVED" FOR CONFORMANCE "THESE RECORD PUNS AND THE INFORMATION SHOWN ACCURATELY REFLECT EXISTING FIELD WITH THE CITY OF AUBURN ENGINEERING DIVISION'S REQUIREMENTS CONDITIONS ASOF THIS,BnTE. A APPROVED BY: _s - DATE APPROVED: 4�1 2 / ERR W 430 z O gN In J w x a� z < zw w 5� 425 > 0 00 z Q N r- z w N 00 ?> pt co a0 z N Q I I Z w 3 �z o o w �Po w A 'P. ( U(j w oN oN 5; > °"/ s b F� I ��s/BHA L EH�'rJill = C _ s I W EXPIRES 6-10-97 f , _ OV = N t a t N �..A Uate/Tme: 01/03/199- 07:12 Scale: 1=20 DON DAWES Xrefs: Z5220-S, il 1• = 20' 0 10 20 40 AS -BUILT WATER AND SEWER EXTENSION PLAN AND PROFILE A PORTION OF THE SE 1/4 OF SECTION 8, TWP. 21N., RGE. 5E., W.M. • 33 36 / 35 .'SS y 22.97% _ 4 -EXXHHOGWIRE FENCE-,/ - J I 1 ,I I o-Q--ail < IE-396.7 16 400 7_� Zs 185 175 i OF L w �i\\ �,w PROPOSED WATER (TYP) // 35 CC 34 � CC ' PROPOSED SEWER (TYR) -- T- -��--� T-sxv9' a S� -r - - __- J------_ e WA R _I ��. 1 180 LF T D.I.` a IE 391"t'F r �216.38 LF 8' PVC 0 Z48Y 0�/ a; til ;,o,, 5' (TYP) SEWER STORM X-IN , IE=3928 (SD)) (SS)389.34 ° STA. 1+54 / STA. 1+04 25 LF SS 25 LF 6" SS 0 2 0% 0 2.0% IE 3948 IE=393,1 -PROPOSED STORM DRAINAGE /ram PER SEPARATE PLANS / iw 15 Y 11511-I AVE. �E.-- 2�STA. 4 4 / J35 25 LF 5 IE=391.3 i 13 PROPOSED OUAL_4 EfER SERVICE / I PER CITY STO.DETAIL WASM-3 n C PROPOSED GRADE 0 ROADWAY � m ° 5 ;T 'A' I J FAC1LrrY LANS} 10 WATERMAN FfTTNO CALlglTB 9A STAA 7+07 23 5 72' LT. INSTALL 1-8'xC TEE (FLxMJ) 1 BLOW OFF ASSY. CONC THRUST BLKG O STAA 7+11.63, 5.14' LT. INSTALL: 1-8"x43 BEND (MJ) CONC THRUST BLKG 10 STA. 17+77,55, 5A4' LT. INSTALL: 1-Tx45' BEND (MJ) CONC THRUST BLKG 14 STA. 20+78.97, 1,61' RT, INSTALL: 1-TX4" TEE (MJxFL) 1-4" GATE VALVE (FLxMJ) CONC THRUST BLKG 15 STA. 20+79.70. 33.78' RT. INSTALL: 1-Tx22 1/7 BEND (MJ) CONIC THRUST BLKG 16 STA. 20+69+96. 94.74' RT. INSTALL: 1-4" PLUG (MJ) W/2" TAP 1-BLOW-OFF ASSY. CONC THRUST BLKG 17 STA. 21+07,56, 8.89' RT. INSTALL: 1-8"x45' BEND (MJ) CONIC THRUST BLKG 'i r flK- 2 66.96 LF B' PVC O 0.96% 54.9g LF0049X 380 "4#4- MH (1004) STn 17 17-10.6, 9.29' RT.� RIM=39e-&3 396.49 0003) IE= 44 388.99 (8' PVC N) 6T, ",.•'e°�...4�. 1, /7.74.17, 5.448 RT. 385 IE=38 .� "--BPI+" 388.89 fB' PVC SE) RIM=347e8•3 396.61 E= 3B8.25 (B' PVC NW) ;�H--388./1 (8' PVC E) MH (1002) - J 390 375 I 5 INSTALL6BL -OFF PER 2� 2 3 4 ST 0+ _ CRY STD. AIL WABO-1 E GAS 35 LF 6 "ham SHOWER LF R ! 0 14.94% WITH , 69555 STA. 0+ :. E 423.7 PROPOSED S1IJGLE SERVICE WATER _'IA_E'(ER / O 9.37% ®=425.87% 35 tF31 % SS_��TTY STD DETAIL 26 lF IE=427.7 TIE 423.7 _ CONIC `�) O 12.69% 1 115TH PL. S.E. YAR�LGHT )E,614i.9% - 1 7 I v • WATER STORM X-INB 1 IE=427.45 SD 1` -all 17 I WATER STO IE-425.78 230 CCC���111 LF 8' D1.1 IE-419_11V ((SD ♦ i - , W 1 .41 Z52 (W) 9 LF SS 4RE s of 02 Dk, 1 iA4116 SEWER/STORMS '38.02 LF 8' PVC ® O F/-144 1 FLOWIN(l Pa I Jr. MH OOIBJ IE 4' - --- 6.27% 1 l IE 424.34 AON/020� ;-���♦ D.I- 55Ai. 14 ati�" IE=448-rs 41G44 i N / 1 - L CONCRETE SE - _ Ev H(X=WIRE FENCFy/ LNFSTOCK STALLS PROPOSED FIRE HYDRANT / e7 PER CITY STD_ DETAIL WAFH-1 T ---- -____ _____-__ h- �- �,_ - i - % BEE SHEET 4 FOR C014TTAIATION 4 � 4 435 435 0 425 ES 425 0 41' 20-77.79, 23.60' RT. RIM=4444. 431.33 RIM-- 422.70 IE=421 37 424.55 (6' PVC S) IE 4 416.16 (6' PVC S) 410 IE 491 27 Sj *424.55 (6- PVC Ej IE= 1 415.90 (T8' PVC NJ W1 Ef °00 THESE PLANS ARE "APPROVED" FOR CONFORMANCE WITH THE CITY OF AUBURN ENGINEERING DMSION'S REQUIREMENTS. e APPROVED BY:=w+r�. DATE APPROVED.'. "THESE RECORD PLANS AND THE INFORMATION SHOWN ACCURATELY REFLECT EXISTING FIELD CONDITIONS AS O,THIDATE' BY a 111 O K Z m O W J J_ Z Q = o H J � Q ^�I�X J JW � � O H 0o W r Q �z mW z Z Q _:E 0 zo W V QZ J CO W ic� m g W > $o S r Q Q = U 80 � U T N. �� rn N � •iN O I 00 Z w O O F 3 CIO Utn}� W 3 °o Z O0 J W co CO c 0 W O u- U) _O O T LL • O O C H - V N N - a N O m y O P I 0 O 0 L U Q Q 0 0 w = V V Z 0 5N a z 2w w N g f QM N N O N a0 A 0 ,:, 00 N T- ? > z 0) (D CO w I N Q I Zw 3 r n uz � N N Z r z 0 0 wr �PGR Dowoo JS� � pG NASy�e9 Ne chi N c `_ C ON/• ,y 23975 ^S F�/STEPS' ♦�4. V Z S/DNAL EWS' -1_ z PIRES 6-10-97 � �� O r 4 CON � IV') E N a `n vj file: 522U-WS2 Da(c/Time: 01/02/1997 16:35 Scale: 1=20 DON DAWES Xrefs: 25220-S, -1 7 D ! 478 AS -BUILT WATER AND SEWER EXTENSION PLAN AND PROFILE 1" = 20' D ID 20 40 WOOD F�CE �\ 12 M EX\SHED I ; I I I I - CONIC E LAB \ I 1 � \ \ 1\ 1 � � II I I I 1 I I WOOD CE 1 I I I 1 �\ F A PORTION OF THE SE 1/4 OF SECTION 8, TWP. 21N., RGE. 5E., W.M. 11 STA 18+38.25, 6.00' LT. 1© STA. 20+37.78, 6.00- LT. 13 STA 20+68.81, 2.99' RT. 14 STA 20+78.97, 1.61' RT. 15 STA 20+79.70. 33.78- RT 16 STA 20+69,96, 94.74' RT 18 FIELD LOCATE EX. WATERMAIN a Z INSTALL: INSTALL: INSTALL INSTALL INSTALL: INSTALL: SHUT DOWN MAIN AND INSTALL O J 1-8" TEE (ALL FLANGE) 1-8"x6" TEE (MJXFL) 1-5'a45' BEND (MJ) 1-8"x4" TEE (MJxFL) 1-8"x22 1/2' BEND (MJ) 1-4" PLUG (MJ) W/2" TAP 1-12"xT TAPPING TEE x FIL a 3 J 2-8" GATE VALVES 1-FIRE HYD. ASSY. INCL. CONC THRUST BLKG 1-4" GATE VALVE (FLxMJ) CONC. THRUST BLKG. 1-BLOW-OFF ASSY. 1-8" GATE VALVE (FLxMJ) Z 1-9" ADAPTOR (MJxFL) 6" VALVE AND 18 LF 6" D.I. CONIC THRUST BLKG CONIC THRUST BLKG CONIC THRUST BLKG 0 2, 3 FOR CONTINUATION 1 CONIC THRUST BLKG CONC THRUST BLKC SEE SHEET 3 FOR CONTMIATION ac X W W W • - .� \ o� J 00Nr o z y a2� \ W � V J 4 I A 'nF.FLowINc \ \ `37 VO., ,'' STA 1+4`4'� I STA 1+99 I \ 1 _ 11 \ 4 m O _ Q V I TER - STA 0+44 STA +991 35 LF 6" 35 6, A �* = xt a ro II \ \ \ I O 13.17E I` 1 4 t----�— 35 LR K SS - _ 0 16.28E PROPOSED FIRE HYD. \ o 0 LFCL E1LlITRBED EX H RE 1,, IE-407.7 PER CITY TD. DETAI - 1 \/rj. < -WIRE ENrE NCE O 21 03% O 15. E \ �\ _ IE\414.7 \ WAFH-1 o I \ EX CAS \ S =3997 \ r_ IE 403V _ _ ( ) NEIER W Q n= evse•ts \ \\ - - �I11 `�A 3 LJJ A �C LINK -en.ae WATER STORM'X-ING - _ � _ �� �� \�� \�' \�� 0� � � Q IE=395.93 W \ - _ - -_T -t-_ >____ _ _ I _ .. _ 426� \ \ FENCE \ uw U �L` IE=394.27 SD) - 7`---`�_-_ - `�� _ \ X Q Q uj Q C W ` ,o 'o STORM T R X ING 1 / I I �1 I R-9d0U'4" I T� 1 I I �I 1 12 ryl I`. P.35.ar 0 e 11 — o merssr, 1 200 LF e' O.I. t IE=41 1,3 SO} 1 "I „1 I 1 = ss t g DI 1 wl �r 0 1 IE=40 93 W `rl 131 LF 8" D,I. \ i ee r I n j 80 0 11 'I i - 0 o m!T Pvc 1. m" Of 3/ I - I 262.17 LF 8' PVC 0 10.60% SEWER STORM X-NG Y.. 1 1 ` AA4 Wff-A m� J •� EX HOUSE ANW0021 I II ; N IE=409. SS 4062 I 15 7 /7 iA -_ m -S 4^ 1. ( i - SEWER WATER X7ING < - I �1/LL P(OH) r e v IE=3B&63 S{SS) 89.06 STA - ' IE=3i lW) v\ 25 LF ti EX HO E E \ EA n 1 - , STA 0+84 L EX POWER POLE \ ER. SSMH \IE = 357,07 PVC EASi\\ _ E = 356.97 8" WEST- \ \ r- -EX PUMP v HOUSE �I i \I SEWER STORM -ING 6" SS' IE�07 4030 �SS +6" SS 11 NTIWII� 1 II\ WITH METER x T IE-393.03 ((SD)) �� IE 0E �\ I \ IE=38i99 (SS)318.42 W' \ PROPOSED DUAL METER O STA +3. I I Ol I \ \ \ \ SERVICE PER'.CITY STD. IE= 4 33 L 6" SS, :r RM X-ING DETAIL WASM-3 O 2I _ N Y I } ']. \ \ .�E 1 I i b IE=3 1,76 ((SDW )) 1 IE=36?,a+ (Ss) 387.34-,� \ A V \ ,C , 1 Cry TR�T \ \ `� 00 • \ Ilk 5' BsBL TRACT 'B' 1 \\ \ �� J ' \\ \ Z U W � \_ Q W � \ 06 0' W \ [f O \ PR E9, )SINGLE METER O 1 S E IIT. I) I ) 9 \� 8 \ \ Q� � W � OPOSED SANITARY!SEWER (TYP) 1 \ � � PROPOSED STORM DRAINAGE PER 1 \\ \ -..� \ ,.\ O J 0 I SEPARATE PLANS LTYP) \ \ \ l I '� \ \ \ W � Q N PROPOSED WA (TYP) / \ \ \ \ \ _ w v TE —�—� — — �392:49 Tol Na 21 os'w — AW n / r -- Aig STORM SFW X-IN( IE=36441 SS 369.38 Ex I MF "'" a : _ " Ex EDGE OF � EX 12' CONC t . IE=374.41 % O j CULVERT- 8 _ rr,E..,+i E7 _ GRAVEL I _ � CULVERT _ �� Em 385 KA 375 F&IJ 0 360 IE=364.72 (8"E) IE=364.62 B"W) ME M_ 400 395 390 BREAK LINE I� 380 . PROPOSED GRADE O CE SEWER LINE 13528 LF 6' PVC A O 97% "'- STA. 18.32, 13&98' RT. RIM=39-3, 39a75 IE=386-WA Eli:' 10386.35 (8- PVC N) IE=3859 -f9' @W;386.07 (8- PVC W) _4_20 LL i— �'----- — _ — - - —_ T T _. _ of vl. of 01 01 vl _-_ --- _ ______J_ ______ ___1____ __________ OF EX TELEPHONE ` g JUNC. BOX o o O o N 1 � � u o > a • 1 w PROPOSED GRADE PROPOSED GRADE 410 42 ' 420 0 0 0 QI O Ck SEWER LINE O ROADWAY I 13 v$ m PROPOSED GRADE O t " > CL ROADWAY • � 0 U < O PROPOSED GRADE O CL ROADWAY 1 4050 415 415 WN�RJNE I °� VIP'(4, yC to - DV 400 , o5°O Lf e' P A*411 AN not 410 i pROp pR J? SEE SHEET 3 z a- BREAK LINE Z� O z N N 11 3 J w a a 6I ~ Q z w 9 j0' L'J 5 2�A? �f Pyc 396 i_406 Q N 00 Of z N 390 400 Q e;, V' 400 N z o co pJ E c I X\ WAS��99 - Y u N I87328. 4, d • l EAON7 3e5 ! 8)WMEfr: It,: 1523 'I4kA ,r"�� 2 4AIi#2• AV 00021 I I SS7OWA L EdG\ _f7 Q - W STA. 18-27.89, 1.75' RT. � ' W RIM=468+94 399.43 20300 1 EXPIRES 6-10-97 = O IE=38"7,Ai 387.66 (8' PVC S) IE=Fie;. H; — 387.84 18' PVC Wl IE- 368.00 (8' PVC El �b, yJy THESE PLANS ARE "APPROVED" FOR CONFORMANCE "THESE RECORD PLANS AND THE INFORMATION Gp� SHOWN ACCURATELY REFLECT EXISTING FIELD WITH THE CITY OF AUBURN ENGINEERING DIVISION'S CONDITIONS AS OF THIS DATE: /9/j,A�ee REQUIREMENTS, /�7 ^^)O 1.0 APPROVED BY: C �-lsvr� Sa— E N DATE APPROVED: L /'y% $ L0 }- ♦ 1 � l V_ 5220-W53 Date/Time: 01/03/1997 07:19 Scale: 1=20 DON DAWES Xrefs. Z5220-S. 17D'4,-7'T AS -BUILT WATER AND SEWER EXTENSION PLAN AND PROFILE A PORTION OF THE SE 1/4 OF SECTION 8, 1 \VIP. 21N., RGE. 5E., W.M. I. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE CITY OF AUBURN'S REQUIREMENTS AND SPECIFICATIONS. 2. STANDARD SPECIFICATIONS SHALL BE 1994 APWA AS MODIFIED BY THE CITY OF AUBURN, INCLUDING AUBURN'S STANDARD DETAILS, SPECIFICATIONS, AND REQUIREMENTS. 3. A COPY OF THESE APPROVED PLANS AND APPLICABLE CITY DEVELOPER SPECIFICATIONS AND DETAILS SHALL BE ON SITE DURING CONSTRUCTION. 4. A PRE -CONSTRUCTION MEETING SHALL BE REQUIRED PRIOR TO ANY ON -SITE WORK FOR ALL PUBLIC FACILITY EXTENSION PROJECTS. 5. PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR SHALL CALL ONE -CALL (1-800-424-5555) FOR UTILITY LOCATIONS (WATER, SANITARY SEWER, STORM SEWER, GAS, POWER, TELEPHONE, AND TELEVISION). 6. DURING CONSTRUCTION, THE CONTRACTOR SHALL BE REQUIRED TO CONTROL ON -SITE STORMWATER RUNOFF BY USING TEMPORARY OR PERMANENT DRAINAGE EROSION/SILTATION CONTROL PROCEDURES. 7. LOCATIONS OF EXISTING UTILITIES ARE APPROXIMATE. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE TRUE ELEVATIONS AND LOCATIONS OF HIDDEN UTILITIES. ALL VISIBLE ITEMS SHALL BE THE ENGINEER'S RESPONSIBILITY. 8. EXISTING PAVEMENT SURFACES SHALL BE SAW CUT FULL DEPTH WITH STRAIGHT, UNIFORM EDGES 12 INCHES (12") OUT FROM THE EDGE OF EXCAVATION. ALL JOINTS BETWEEN THE NEW AND ORIGINAL PAVEMENT SHALL BE PAINTED WITH ASPHALT EMULSION (CSS-1). 9. THE CONTRACTOR SHALL INSTALL, REPLACE, OR RELOCATE ALL SIGNS, AS SHOWN ON THE PLANS OR AS AFFECTED BY CONSTRUCTION, PER THE CIIY'S STANDARD DETAIL NO. TRSP-1. 10. POWER, CABLE, AND TELEPHONE LINES SHALL BE !N A TRENCH WITH A MINIMUM HORIZONTAL SEPARATION FROM OTHER UTIUDES (SEWER, WATER, STORM) OF FIVE FEET (5'). 11. ALL CONSTRUCTION SURVEYING FOR EXTENSIONS OF PUBLIC FACILITIES SHALL BE DONE UNDER THE DIRECTION OF A WASHINGTON LICENSED LAND SURVEYOR OR A WASHINGTON LICENSED PROFESSIONAL CIVIL ENGINEER, 12. THE CONTRACTOR WILL BE REQUIRED TO WATER THE SITE, AS NECESSARY, TO REDUCE EMISSIONS AS A RESULT OF CONSTRUCTION ACTIVITY. THE CONTRACTOR SHALL ALSO SWEEP ALL AFFECTED PUBUC ROADS, AS NECESSARY, TO REMOVE MUD DEPOSITED AS A RESULT OF PROJECT CONSTRUCTION ACTIVITY. 13, CERTIFIED DRAWINGS ARE REQUIRED PRIOR TO PROJECT ACCEPTANCE. REFER TO THE CITY'S "RECORD CONSTRUCTION DRAWINGS" REQUIREMENT. 14. ALL REQUIRED LANDSCAPING SHALL CONFORM WITH CITY OF AUBURN ZONING ORDINANCE, SECTION NO. 18.50. 15. FOR MANHOLE AND CATCH BASIN RIM ADJUSTMENT, MAXIMUM ADJUSTMENT WITH BRICK OF RIMS AND CASTINGS SHALL BE 14 INCHES (14") WITHOUT ADDING NEW SECTIONS. 16. ALL MANHOLES AND CATCH BASINS IN PUBLIC RIGHT-OF-WAY OR EASEMENTS SHALL BE ADJUSTED AFTER ASPHALT PAVING, AND CONFORM TO THE CITY'S STANDARD ADJUSTMENT DETAIL NO. STFG-1. 17, ALL CONNECTIONS OF SDR 35 PVC PIPE TO MANHOLES SHALL BE MADE BY USING A.C. OR GPK MANHOLE ADAPTERS, OR APPROVED EQUAL. 18. THE MAXIMUM LAYING LENGTHS SHALL NOT EXCEED 12' 6" FOR SDR 35 PIPE. 19. BEDDING FOR PVC PIPE SMALL BE 5/8 INCH MINUS CRUSHED ROCK, FOUR INCHES (4") MINIMUM UNDER, TO SIX INCHES (6') MINIMUM OVER PIPE, AS PER THE CITY OF AUBURN STANDARD DETAIL NO. GEPT-3. 20. BEDDING FOR CONCRETE AND DUCTILE IRON PIPE SHALL BE 5/8 INCH MINUS CRUSHED ROCK, SIX INCHES (C) MINIMUM UNDER, TO SIX INCHES (6") MINIMUM OVER THE PIPE, AS PER THE CITY OF AUBURN STANDARD DETAIL NO. GEPT-2. 21. REFER TO AUBURN STANDARD TRENCH EXCAVATION AND BACKFILL DETAIL NO. GEPT-1, GEPT-2, AND GEPT-3 FOR CONSTRUCTION PROCEDURE. 22. ALL IMPORTED PIPE TRENCH BACKFILL MATERIAL SHALL BE CLASS "A' BANK RUN GRAVEL, MODIFIED BY THE CITY OF AUBURN. 23. PIPE TRENCH BACKFILL MATERIAL WITHIN THE IMPROVED RIGHT-OF-WAY SHALL BE 5/8 INCH MINUS CRUSHED ROCK WHEN CONNECTION IS PERPENDICULAR TO THE CITY STREET. 24. CONSTRUCTION OF PROPOSED IMPROVEMENTS SHALL BE IN ACCORDANCE WITH APPROVED PLANS. ANY CHANGES FROM THE APPROVED PLAN WILL REQUIRE APPROVAL FROM THE OWNER, ENGINEER, AND THE CITY OF AUBURN. 25. ALL SANITARY SEWER PIPE LABELED "SS' SHALL BE SDR 35 PVC. 1. WITHIN THE CITY OF AUBURN, ALL REQUIRED RETENTION OR DETENTION, SEDIMENTATION, AND EROSION CONTROL FACILITIES MUST BE CONSTRUCTED AND IN OPERATION PRIOR TO LAND CLEARING AND/OR OTHER CONSTRUCTION ACTIVITIES, TO INSURE THAT SEDIMENT -LADEN WATER AND STORM DRAINAGE RUN-OFF DOES NOT IMPACT THE ADJACENT PROPERTIES OR THE NATURAL DRAINAGE WAYS. 2. THE DETENTION, SEDIMENTATION (RETENTION IF INFILTRATION SYSTEM IS USED), AND EROSION CONTROL FACILITIES DEPICTED ON THE APPROVED DRAWINGS ARE INTENDED TO BE MINIMUM REQUIREMENTS TO MEET ANTICIPATED SITE CONDITIONS. ADDITIONAL DRAINAGE AND EROSION CONTROL FACILITIES MAY BE REQUIRED AS SITUATIONS WARRANT DURING CONSTRUCTION. THE IMPLEMENTATION, MAINTENANCE, REPLACEMENT, AND ADDITIONS TO THESE CONTROL SYSTEMS SHALL BE THE RESPONSIBILITY OF THE PERMITTEE. 3. THE DETENTION (RETENTION IF INFILTRATION SYSTEM IS USED) CONTROL POND SHALL REMAIN IN PLACE UNTIL THE PERMANENT STORM SYSTEM IS IN PLACE AND OPERATIONAL. 4, THE TEMPORARY EROSION CONTROL FACILITIES, INCLUDING ALL PERIMETER CONTROLS, SHALL REMAIN IN PLACE UNTIL FINAL SITE CONSTRUCTION IS COMPLETED AND APPROVAL HAS BEEN RECEIVED FROM THE CITY. 5. DENUDED AREAS AND SOIL STOCKPILES MUST BE STABILIZED ACCORDING TO THE FOLLOWING SCHEDULE: FROM APRIL 1 TO OCTOBER 31 ALL DENUDED AREAS AT FINAL GRADE AND ALL EXPOSED AREAS THAT ARE SCHEDULED TO REMAIN UNWORKED FOR MORE THAN 30 DAYS SHALL BE STABILIZED WITHIN 10 DAYS, FROM NOVEMBER 1 TO MARCH 31 ALL EXPOSED SOILS AT FINAL GRADE SHALL BE STABILIZED IMMEDIATELY USING PERMANENT OR TEMPORARY MEASURES. EXPOSED SOILS WITH AN AREA GREATER THAN 5,000 SQUARE FEET THAT ARE SCHEDULED TO REMAIN UNWORKED FOR MORE THAN 24 HOURS AND EXPOSED AREA OF LESS THAN 5,000 SQUARE FEET THAT WILL REMAIN UNWORKED FOR MORE THAN 7 DAYS SHALL BE STABILIZED IMMEDIATELY. S10RM SEWER CONSTRUCTION NOTES 1. THE CONTRACTOR SHALL OBTAIN ANY NECESSARY STORM LINE CONNECTION PERMITS FROM THE CITY OF AUBURN PRIOR TO CONSTRUCTION. 2. ALL STORM DRAINS WITHIN THE DEVELOPMENT SHALL HAVE STENCILED: "DUMP NO WASTE - DRAINS TO" EITHER 'STREAMS," "WETLANDS," OR "GROUNDWATER" AS APPLICABLE. SANITARY .SEWER NOTES 1. THE LOCATION OF THE SIDE SEWERS SHALL BE MARKED AT THE END OF THE LINE INSIDE PROPERTY BY A PRESSURE TREATED 2 X 4, FOUR FEET (4') LONG BURIED IN THE GROUND A DISTANCE OF THREE FEET (3'). THE LOWER END SHALL HAVE A 2 X 4 CLEAT NAILED TO IT TO PREVENT WITHDRAWAL OF THE STAKE. THE EXPOSED ONE FOOT TV) SHALL BE PAINTED TRAFFIC YELLOW AND THE DEPTH TO THE SIDE SEWER OR TEE SHALL BE INDICATED IN BLACK PAINT ON THE 2 X 4. 2. CONTRACTOR SHALL OBTAIN ANY NECESSARY SIDE SEWER CONNECTION PERMITS FROM THE CITY OF AUBURN, PRIOR TO CONSTRUCTION. 3. UNLESS OTHERWISE APPROVED, ALL CONNECTIONS TO EXISTING SEWER MAIN WITH NEW TEES SHALL BE DONE BY THE CITY OF AUBURN. THE CONTRACTOR SHALL BE RESPONSIBLE FOR TRENCH AND PAVEMENT EXCAVATION, PIPE INSTALLATION, BACKFILL, AND PAVEMENT RESTORATION. WATERLM CONSTRUCTION NOTES 1. PIPE FOR WATER MAINS SHALL BE DUCTILE IRON MEETING ANSI SPECIFICATIONS A-21.51 OF LATEST REVISIONS AND SHALL BE THICKNESS CLASS 52. PIPE SHALL BE CEMENT - LINED, IN ACCORDANCE WITH ANSI SPECIFICATION A-21-4 OF LATEST REVISION. 2. ALL PUBLIC WATER MAINS SHALL HAVE A MINIMUM COVER OF FORTY-TWO INCHES (42"). 3. ALL VALVES FOR WATERLINES SHALL BE RESILIENT WEDGE GATE VALVES FOR TWELVE - INCH (if) AND SMALLER. BUTTERFLY VALVES SHALL BE USED WHEN OVER TWELVE - INCHES (12'). 4. JOINTS, EXCEPT WHERE OTHERWISE REQUIRED OR SHOWN ON THE DRAWINGS, SHALL BE EITHER MECHANICAL -BOLTED TYPE, OR PUSH -ON RUBBER RING GASKET TYPE, CONFORMING TO AMERICAN NATIONAL STANDARD A-21.11. 5. PIPE FITTING SHALL BE DUCTILE IRON AND SHALL HAVE THE SAME KIND OF COATING, LINING, AND STRENGTH AS THE PIPE TO WHICH CONNECTED AND SHALL CONFORM TO ANSI SPECIFICATIONS A-21.10 AND A-21.11 OF LATEST REVISION. 6. HYDROSTATIC TESTS ON THE NEW PIPE LINE SHALL BE MADE IN ACCORDANCE WITH THE PROCEDURE FOR WATER -PRESSURE TESTING WATERLINES AND THE LATEST PROVISIONS OF AWWA C 800, EXCEPT AS MODIFIED HEREIN. ALL EQUIPMENT NECESSARY TO MAKE THE TEST SHALL BE FURNISHED BY THE CONTRACTOR, AND THE CONTRACTOR SHALL CONDUCT ALL TESTS UNDER THE SUPERVISION OF THE ENGINEER. PRESSURE TESTS SHALL BE MADE ON ALL PIPING AND APPURTENANCES INSTALLED UNDER THIS CONTRACT, INCLUDING ALL CONNECTION TO EXISTING MAINS AT A MINIMUM TEST PRESSURE OF 200 PSI. 7. DISINFECTION OF THE NEW WATER SYSTEM SHALL BE REQUIRED PRIOR TO CONNECTION TO THE EXISTING WATERLINES AND SHALL BE IN ACCORDANCE WITH THE LATEST PROVISIONS OF AWWA C 601. 8. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY WATER SERVICE CONNECTION PERMITS FROM THE CITY OF AUBURN PRIOR TO CONSTRUCTION. 9. INSTALLATION OF CORPORATE STOPS, WATER SERVICES, LINES, AND METERS SHALL BE PER CITY OF AUBURN STANDARD DETAILS. SERVICES SHALL BE A MINIMUM 3/4 INCH TYPE K COPPER TUBING OR GALVANIZED PIPE. THE CITY OF AUBURN WILL INSTALL THE METERS. THE CITY WILL INSTALL SERVICES FROM MAINLINE TO THE METER WHEN THE EXISTING WATERLINE IS IN AN EXISTING CITY STREET. 10. ALL WATER MINN VERTICAL BENDS SHALL USE MEGA LUGS EXCEPT AT TEES AND 90' BENDS AND BLOCKING FOR TEES AND 90 BENDS WHERE CONCRETE BLOCKING PER CITY STANDARDS SHALL BE USED. 11. ALL WATER MAINS SHALL HAVE A BLOWOFF ASSEMBLY AT LOW POINT AND AN AIR VACUUM RELIEF VALVE AT HIGH POINT OF MAIN, 12. THE FIRE HYDRANT ASSEMBLIES SHALL CONFORM TO STANDARD DETAIL WASFH-1 AND SHALL STAND PLUMB SET TO FINISHED GRADE WITH THE LOWEST OUTLET BEING NO LESS THAN 18 INCHES FROM FINISHED GRADE, AND A CLEAR ZONE AROUND HYDRANT OF NO LESS THAN 36 INCHES. THE PUMPER PART SHALL FACE STREET OR FIRE ACCESS. 13. ALL VALVE BOXES IN PUBLIC RIGHT-OF-WAY OR EASEMENTS SHALL BE ADJUSTED TO FINAL GRADE AFTER FINAL PAVING IS COMPLETE IN ACCORDANCE WITH THE CITY OF AUBURN'S STANDARD DETAIL NO. STFG-1. 14. BACKFLOW DEVICES REQUIRED WITH FIRE PROTECTION AND IRRIGATION SYSTEMS, AND TO BE INSTALLED PER THE CITY OF AUBURN'S DETAILS. 15. THE UNDERGROUND FIRE SPRINKLER SYSTEM SHALL BE APPROVED BY THE FIRE MARSHAL AND INSTALLED BY A STATE LICENSED FIRE SPRINKLER CONTRACTOR. 43e 27 I 1 11 00 Ilk 1 / 1 1 I , - 2 1 -L25'RRZ 11 5' 6' R 11 1v 28 j I - 44216 1 1 \ i 440 _ - n , / b�T __ -. ------ -- - ------ ---- -� srn I4299" n1e>Hnvc ;E Fk 10, W 00 R 319P S 137.37 LI 116TH AVE. S.E. MH (1016) M9 M 0• 435 _..___________________________ - .wow ' eat nOn `SAWCUT EX. ASPHALT AND' REPLACE TO ORIGIONAL CONDITION PER CITY SIDS, EX. AND PI GROUND � +ram wl 0016) 430 sm 1 25 ee,T�. STA. 14.23.99, 3.19' RT. RIM- 44i 44 { """...e'er 443.12 r._+ 435.06 (6' PVC E) 1E= 434.94 (8' PVC N) 1£- 434.78 (8' PVC W) 1_ 1• 116TH AVENUE S.E. SCALE. 1"=20' HORIZ. 1'•=5' VERT. 450 22 0• 435 -MH (1O(7) ( - STA. 15.61.36, 2.45' RT. 446.84 38.70(8. PVC S) 1E= 438.96 (6' PVC E) THESE PLANS ARE 'APPROVED' FOR CONFORMANCE WITH THE CITY OF AUBURN ENGINEERING DMSION'S REQUIREMENTS APPROVED BY: JOAIYVW' DATE APPROVED. 1" = 20' V 10 ^^ 40 �i "THESE RECORD PLANS AND THE INFORMATION SHOWN ACCURATELY REFLECT EXISTING FIELD CONDITIONS AS OF THIS DATE: ,'-/r z z J 0� N 6 ~H J w a o _ i �w LL Cn J �< Cr h\w 2 Z a IwZ>3 (q�aa0 z� Z z yiw Q co QV K Q 1 JLL Cr � w 8� 00 Y a U o� OI�N oI P L0 T N w 00 Z w W < ) 0 1 0 >: OD w 3 00 Z (o J c�0 i N a _ w 0 � 0 LL O T O T LL ca H V ° o ' _ 0 _ > x I m a o � � c u a� V .w L U U � Z j 0 Z 0 N 5` w �a z x Q o � zw w g N Z , `5 CD N 00 z- uDD 000 000 w z z N Q I I z 00 > CL Y O O V N O Ln E N z N ,/\ N a Y� II 5 of C File: 5M-WS4 Date/Time: 01/02/1997 17:36 Scale: 1=20 DON DAWES Xrefs: Z5220-5, `17D (4713