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HomeMy WebLinkAboutzS-3246SetJ REVISIONS a� P A a� „1 14 o N 1� II ,i,zao 7 ` Z� w •OV C) 0 7 W m iz W a M U Cl 1 Y Q M � N r W p1 �o Z J 11- 0go CENTERLINE N.E. 2ND LN = X W o a- +o E Q c� Z Q � Q�Z Q 0 oc0�-cr 14.44R o a- .0 w C 1) OC- r 'a N W CV c � W Cc Cc o, 0 F- w WQ ZZcr INSTALLAT7ON OF WATER LINE �. , W --I 3 rA 0 d o`W^ VJ N N w I PRISM TO FINISHED GRADE � .a W J w ir za z z v 3 -8" GATE VALVES 00 Q N W ~ IE 8 a� P A a� „1 14 o N 1� II ,i,zao 7 ` Z� w •OV C) 0 7 W J +% 0 0 Q N + �o tl ZN 00 CENTERLINE N.E. 2ND LN = �1 to E Q �- 3 29 +95.37, 5.00 'L Z uQ 14.44R W .0 w U or 'a N W II c � W Cc Cc o, 0 .. BEFORE EXCAVATION FOR w �E D INSTALLAT7ON OF WATER LINE �. , z 1 co E rA 0 d �E N w I PRISM TO FINISHED GRADE � O .t •�'N J Q C Q, v 3 -8" GATE VALVES 00 C o0 a� P A a� „1 14 o N 1� II ,i,zao 7 ` Z� w •OV C) 0 7 W F- F- uj w w '2 2 V V 00 z w O L� S W �I- V V Q. 00 N N SS fY ■o= 1 � I I � I n -4 1 PAd = 35.5 U s CO 1•� J z w I 69LF 840.1. P �► cry l ill I x�`� �' � 7LF 8" PVC, `Lx f ...� S =0. t 1 0050 a IN V. _ 389. IN 389 - � 0 I 1 389.5 --- _j , 1 I I 1 r IA. 1 L-h0 /. Lg C.LN 1 LKLIN u r v%' I , I , :' 0 i E. 2ND LN II E. 2ND LN I I S= 0.0200 391 0 I i SA. 10+10.21, 12.0 t R I STA. 10+ .2t, 0,2 f R - \ 1 I I TA. 30+11.63, 14.44 R Ni . 2ND LN I ( N.E. 2ND LA \ STA. 29 +95.37, 5.00 L I (� I I MIN. (TYP.) I� ( I NACORTES PL N.E.) 31A. l b +20.2.1, 13.9E L I I S IA. 18 r U!. f, 7. L\ L 1 I I NACORTLS PL N.E.) 1 ? -8 "TEE FL I I 1 " WATER METER I :3> r VFRTON AVE. N.E. I I 8 EMERTON A�i/E. NEE . . I SMH No. 1 I () I I I I I I I IM = 394.48 _ 1 /CONC. BLKG. I I (TYP. SEE NOTE) AVC)VE EXISTING 8" PLUG I I EX. SSMH No. t� I I I I _ 8" GATE VALVES (FLxM) ( AIIvf) JOIN EXISTII�rG RIM = 398.7E WITH ( 1 i iE 8 (OU T) E- 384.33 I I I I .' .. .. \ F 23 i I ( 24, , I -I IE 8;; (IN) W = 384.43 1 I I I I I 1 + 8,x8 VERTICAL CAL CROSS (pJI I E 8 „ (DU T) SE 3 7 1 ( I 1 1 +8,1 BLIND FLANGE I I IE 8 (IN) W 3�6 .3 1 PAD = 395.0 ( I PAD = 395.5 I IE 8 (IN) NE = 384.43 1 I 26* 1 1 2 %' 1 1 lt8 BLIND FLANGE W12 I 1 I IL 8' (iN)' N -i19. I ( I PAD = 397.0 I I PAD = 397.0 ( TRIP „AND PLUG 1 1 ( I 1 I I 1 2 TEMP BLOW -OFF AS51 Y 290 I \ 25+� I I I � I = 398.0 i P R C. O. R. STD. D TL. 8095 PAD '1 1 I 1 ( PAD = 396.0 1 I 1 I I SEE CONNECTION DETAIL 1, 1 S EE fi C338 -tor, - -- -... I J 1 I . I I SEC. 15, TWPm 23 N., RNGs 5 E., W.M. ui I ,I 18 +58.56 i W 0 I i W T 14 Z z, 1 ti I 9+9281 d \ __ m 400 U 395 390 Z 3 U 385 F-- J U 0 Q N + SCALE HORIZONTAL 1' = 20 J z U VERTICAL 1' = 5' CENTERLINE N.E. 2ND LN = �1 to o W Q 00 o 00 .. U (STA. 29 +95.37, 5.00 'L �zo z (STA. 30+11.63, 14.44R �x z °w a FILL AND COMPACT ROADWAY STA. 10 +00.21, 0.2'1 R N W II PRISM TO FINISHED GRADE � W Cc Cc z .. BEFORE EXCAVATION FOR w w D INSTALLAT7ON OF WATER LINE �. , z 1 2 p FILL AND COMPACT ROADWAY rA 0 d 00 N w I PRISM TO FINISHED GRADE � O .t J J Q • v 3 -8" GATE VALVES 00 r N W ~ IE 8 (IN) W = 384:43 0 co L0 IE 8" o in Z 56 57 v� tD� 5960 00� M� app 41 m 00$ 00) �� 17 �� aft F- F- uj w w '2 2 V V 00 z w O L� S W �I- V V Q. 00 N N SS fY ■o= 1 � I I � I n -4 1 PAd = 35.5 U s CO 1•� J z w I 69LF 840.1. P �► cry l ill I x�`� �' � 7LF 8" PVC, `Lx f ...� S =0. t 1 0050 a IN V. _ 389. IN 389 - � 0 I 1 389.5 --- _j , 1 I I 1 r IA. 1 L-h0 /. Lg C.LN 1 LKLIN u r v%' I , I , :' 0 i E. 2ND LN II E. 2ND LN I I S= 0.0200 391 0 I i SA. 10+10.21, 12.0 t R I STA. 10+ .2t, 0,2 f R - \ 1 I I TA. 30+11.63, 14.44 R Ni . 2ND LN I ( N.E. 2ND LA \ STA. 29 +95.37, 5.00 L I (� I I MIN. (TYP.) I� ( I NACORTES PL N.E.) 31A. l b +20.2.1, 13.9E L I I S IA. 18 r U!. f, 7. L\ L 1 I I NACORTLS PL N.E.) 1 ? -8 "TEE FL I I 1 " WATER METER I :3> r VFRTON AVE. N.E. I I 8 EMERTON A�i/E. NEE . . I SMH No. 1 I () I I I I I I I IM = 394.48 _ 1 /CONC. BLKG. I I (TYP. SEE NOTE) AVC)VE EXISTING 8" PLUG I I EX. SSMH No. t� I I I I _ 8" GATE VALVES (FLxM) ( AIIvf) JOIN EXISTII�rG RIM = 398.7E WITH ( 1 i iE 8 (OU T) E- 384.33 I I I I .' .. .. \ F 23 i I ( 24, , I -I IE 8;; (IN) W = 384.43 1 I I I I I 1 + 8,x8 VERTICAL CAL CROSS (pJI I E 8 „ (DU T) SE 3 7 1 ( I 1 1 +8,1 BLIND FLANGE I I IE 8 (IN) W 3�6 .3 1 PAD = 395.0 ( I PAD = 395.5 I IE 8 (IN) NE = 384.43 1 I 26* 1 1 2 %' 1 1 lt8 BLIND FLANGE W12 I 1 I IL 8' (iN)' N -i19. I ( I PAD = 397.0 I I PAD = 397.0 ( TRIP „AND PLUG 1 1 ( I 1 I I 1 2 TEMP BLOW -OFF AS51 Y 290 I \ 25+� I I I � I = 398.0 i P R C. O. R. STD. D TL. 8095 PAD '1 1 I 1 ( PAD = 396.0 1 I 1 I I SEE CONNECTION DETAIL 1, 1 S EE fi C338 -tor, - -- -... I J 1 I . I I SEC. 15, TWPm 23 N., RNGs 5 E., W.M. ui I ,I 18 +58.56 i W 0 I i W T 14 Z z, 1 ti I 9+9281 d \ __ m 400 U 395 390 Z 3 U 385 F-- z_ DaN ® 00 V) Z H r 69LF 8" D.I.P. - Li 77LF 8" PVC S=0. 0050 2 Q INSTALLATION OF WATER LINE IE 8" (IN) W = 379.36 ° EXISTING I? •_ ` �r FINISHED GRADE N v cn Z o� GRADE Cr 6" CLEAR 6" CLEAR (MIN.) 36" MIN. ...__ 6" CLEAR COVER _ l (MIN.) 255LF 8.. D.I.P. STA. 12 +87.24 --J Lai N + SCALE HORIZONTAL 1' = 20 12.00'R z ®rjN VERTICAL 1' = 5' CENTERLINE N.E. 2ND LN = �1 to ? II �. Q 00 o 00 .. U (STA. 29 +95.37, 5.00 'L �zo z (STA. 30+11.63, 14.44R N Fn Z z °w 13 FILL AND COMPACT ROADWAY STA. 10 +00.21, 0.2'1 R N W II PRISM TO FINISHED GRADE N.E. 2ND LN W Cc Cc z .. BEFORE EXCAVATION FOR j - _.. .. ". uj 03 z D INSTALLAT7ON OF WATER LINE �. , z 1 2 p FILL AND COMPACT ROADWAY rA 0 1Ar, �, 00 N w I PRISM TO FINISHED GRADE � O .t _ - : Z o + LA.i z BEFORE EXCAVATION FOR • v 3 -8" GATE VALVES 00 z_ DaN ® 00 V) Z H r 69LF 8" D.I.P. - Li 77LF 8" PVC S=0. 0050 2 Q INSTALLATION OF WATER LINE IE 8" (IN) W = 379.36 ° EXISTING I? •_ ` �r FINISHED GRADE N v cn Z o� GRADE Cr 6" CLEAR 6" CLEAR (MIN.) 36" MIN. ...__ 6" CLEAR COVER _ l (MIN.) 255LF 8.. D.I.P. wrof - �*p.ApM is, wwp,l�.�fb i1 1►i : 12+40 STA. 10+ 10.2,1, 12.0. R N. E. 2ND L N Lj n ♦ ®NN ,} der z do N _ 1 -8 x8 VERTICAL CROSS MJxFL ' t V) ? II ®� 1 -8" BLIND FLANGE ( ) ! 1 -8" BLIND FLANGE W /2" TAP AND PLUG 288LF 8" SS C900 OR DU 1 -2" TEMP BLOW -OFF ASS'Y DUCTILE IRON PER C.O.R. STD. D TL. 8095 lI S= 0.0173 CONNEC T7ON DETAIL 1, SHEE C33B z tQ 40 XI � ��N �} �O� icy) EXISTING ® c0 o ® �,,� + �, ao `� ►° o CENTERLINE ELEVATION Q 00 o ®o N o + o a, ® p PROPOSED FINISHED ? II .J.. z ' O � ® 00 � CENTERLINE ELE VA TION rn o o Q N Z II ��.. Z II `. fah 0.000 02 0400 t0� Oa '^ O tC 40 (6 40 �6 0 �6 ^ f� ^ a0 ^ ap C� C) a'o, v�M 00, 00) o�M 0) O, rn0, v�o, v�ch 4mmrn 7 Ill 11+60 n +so ROLL200 1 11 h NOTE : * LOTS 24 -29 AND LOTS 32--34 REQUIRE BACKWATER VALVES INSTALLED ON THE SIDE SEWER. 20 0 10 20 40 GRAPHIC SCALE SCALE: 1' = 20 STA. 12 +87.24 --J [EXPIRES MAY 6, N + 00 N � -� 12.00'R N ®rjN �0 CENTERLINE N.E. 2ND LN = �1 to ? II �. wrof - �*p.ApM is, wwp,l�.�fb i1 1►i : 12+40 STA. 10+ 10.2,1, 12.0. R N. E. 2ND L N Lj n ♦ ®NN ,} der z do N _ 1 -8 x8 VERTICAL CROSS MJxFL ' t V) ? II ®� 1 -8" BLIND FLANGE ( ) ! 1 -8" BLIND FLANGE W /2" TAP AND PLUG 288LF 8" SS C900 OR DU 1 -2" TEMP BLOW -OFF ASS'Y DUCTILE IRON PER C.O.R. STD. D TL. 8095 lI S= 0.0173 CONNEC T7ON DETAIL 1, SHEE C33B z tQ 40 XI � ��N �} �O� icy) EXISTING ® c0 o ® �,,� + �, ao `� ►° o CENTERLINE ELEVATION Q 00 o ®o N o + o a, ® p PROPOSED FINISHED ? II .J.. z ' O � ® 00 � CENTERLINE ELE VA TION rn o o Q N Z II ��.. Z II `. fah 0.000 02 0400 t0� Oa '^ O tC 40 (6 40 �6 0 �6 ^ f� ^ a0 ^ ap C� C) a'o, v�M 00, 00) o�M 0) O, rn0, v�o, v�ch 4mmrn 7 Ill 11+60 n +so ROLL200 1 11 h NOTE : * LOTS 24 -29 AND LOTS 32--34 REQUIRE BACKWATER VALVES INSTALLED ON THE SIDE SEWER. 20 0 10 20 40 GRAPHIC SCALE SCALE: 1' = 20 STA. 12 +87.24 --J [EXPIRES MAY 6, 2007 L- STA. 12 +64.91 12.00'R �0 CENTERLINE N.E. 2ND LN = N. E. 2ND LN 0 Q Go Q 3: 00 00 o 00 .. U (STA. 29 +95.37, 5.00 'L I to z (STA. 30+11.63, 14.44R N Fn Z 14 13 ANACOR TES LN N.E.) h 41C ANACORTES LN N.E.) 7 2 5 4 3 N -� cry 8 " TEE (FL) D � J Oi Fl •� ^ RIM = 394 48 rA 0 ®.f � Oo /CONC BLKG, t � O .t • a� IE 8» (OUT) E = 384.33 • v 3 -8" GATE VALVES (FLxMJ) 2 IE 8 (IN) W = 384:43 0 Z ^^c� M�+< IE 8" (IN) NE =384.43 in Z 56 57 v� tD� 5960 00� M� app 41 x•'400 OD 00$ 00) �� 17 �� aft MW) Z 40 wrof - �*p.ApM is, wwp,l�.�fb i1 1►i : 12+40 STA. 10+ 10.2,1, 12.0. R N. E. 2ND L N Lj n ♦ ®NN ,} der z do N _ 1 -8 x8 VERTICAL CROSS MJxFL ' t V) ? II ®� 1 -8" BLIND FLANGE ( ) ! 1 -8" BLIND FLANGE W /2" TAP AND PLUG 288LF 8" SS C900 OR DU 1 -2" TEMP BLOW -OFF ASS'Y DUCTILE IRON PER C.O.R. STD. D TL. 8095 lI S= 0.0173 CONNEC T7ON DETAIL 1, SHEE C33B z tQ 40 XI � ��N �} �O� icy) EXISTING ® c0 o ® �,,� + �, ao `� ►° o CENTERLINE ELEVATION Q 00 o ®o N o + o a, ® p PROPOSED FINISHED ? II .J.. z ' O � ® 00 � CENTERLINE ELE VA TION rn o o Q N Z II ��.. Z II `. fah 0.000 02 0400 t0� Oa '^ O tC 40 (6 40 �6 0 �6 ^ f� ^ a0 ^ ap C� C) a'o, v�M 00, 00) o�M 0) O, rn0, v�o, v�ch 4mmrn 7 Ill 11+60 n +so ROLL200 1 11 h NOTE : * LOTS 24 -29 AND LOTS 32--34 REQUIRE BACKWATER VALVES INSTALLED ON THE SIDE SEWER. 20 0 10 20 40 GRAPHIC SCALE SCALE: 1' = 20 KEY MAP SCALE : I" = 200' 3 410 VERTICAL DATUM CITY OF REN TON, N A VD 88 CONTOUR INTERVAL = 2' BE& MAW 405 BASE: KING COUNTY POINT # RENT 1852: FOUND PUNCH IN 3 "' KING COUNTY SURFACE BRASS DISC AT THE STREET INTERSECTON OF NE 4TH STREET AND 148TH AVE. SE MARKING THE NORTHWEST CORNER OF SECTION 14, TOWNSHIP 23N., RANGE 5E., W.M. ELEVATION= 454.78 FEET. 400 SI TE- SET COTTON GIN SPIKE 19.1' SOUTHWEST OF THE WEST COLUMN OF GATE. ELEVATION= 407.96 FEET. 395 BASIS OF BEARING TRUE NORTH. BASED UPON GLOBAL POSITIONING SYSTEM (GPS) LAMBERT GRID WASHINGTON STATE NORTH ZONE COORDINATES. A CONVERGENCE ANGLE OF 00'58'30.28" COUNTERCLOCKWISE WAS APPLIED AT A PUNCH MARK IN 3" KING COUNTY SURFACE BRASS DISC, AT THE STREET INTERSECTION OF NE 4TH ST. AND 148TH AVE. SE, MARKING THE NORTHEAST CORNER OF SECTION 15, TOWNSHIP 23 NORTH, RANGE 5 EAST OF THE WILLAMETTE MERIDIAN. THE NORTH AMERICAN DATUM OF 198311991 (NAD 83191) GRID COORDINATES WERE FOUND TO BE 180903.998 / 1316622.321 AT THAT POINT. THE INVERSE OF BOTH THE SEA LEVEL CORRECTION FACTOR OF 0.999981824 AND THE GRID W5 SCALE FACTOR OF 1.000002187 WAS APPLIED TO THE GRID COORDINATES FOR SHOWN GROUND DISTANCES. NOTE - 3W ALL WA TER ME TER'S TO BE 1 " FR 2�2 RECOMMENDED FOR APPROVAL BY_ BY: O J .l1w � Gam. �A L E I L 3j05 [EXPIRES MAY 6, 2007 Z 0 �0 �0 W r 0 Q Go Q 3: 00 00 o 00 .. U N q 0 I z to Z I to N Q W N N Fn Z 14 13 12 11110 9 8 7 6 5 4 3 2 1 D J Oi Fl •� ^ b co rA 0 I W o w • �"� • TWO • a� z � at wQ0 0 L"I LL J 'm w a- • h i\L 2 15 .� r ll V ^^c� M�+< 16 56 57 58 5960 •' 41 42 17 Z 40 18 55 61 39 44 j 19 54 62 38 ! 20 53 63 37 21 52 64 % - 47 ! 22 ! 51 50 49 1RACTA I 23 24 25 A. A_ KEY MAP SCALE : I" = 200' 3 410 VERTICAL DATUM CITY OF REN TON, N A VD 88 CONTOUR INTERVAL = 2' BE& MAW 405 BASE: KING COUNTY POINT # RENT 1852: FOUND PUNCH IN 3 "' KING COUNTY SURFACE BRASS DISC AT THE STREET INTERSECTON OF NE 4TH STREET AND 148TH AVE. SE MARKING THE NORTHWEST CORNER OF SECTION 14, TOWNSHIP 23N., RANGE 5E., W.M. ELEVATION= 454.78 FEET. 400 SI TE- SET COTTON GIN SPIKE 19.1' SOUTHWEST OF THE WEST COLUMN OF GATE. ELEVATION= 407.96 FEET. 395 BASIS OF BEARING TRUE NORTH. BASED UPON GLOBAL POSITIONING SYSTEM (GPS) LAMBERT GRID WASHINGTON STATE NORTH ZONE COORDINATES. A CONVERGENCE ANGLE OF 00'58'30.28" COUNTERCLOCKWISE WAS APPLIED AT A PUNCH MARK IN 3" KING COUNTY SURFACE BRASS DISC, AT THE STREET INTERSECTION OF NE 4TH ST. AND 148TH AVE. SE, MARKING THE NORTHEAST CORNER OF SECTION 15, TOWNSHIP 23 NORTH, RANGE 5 EAST OF THE WILLAMETTE MERIDIAN. THE NORTH AMERICAN DATUM OF 198311991 (NAD 83191) GRID COORDINATES WERE FOUND TO BE 180903.998 / 1316622.321 AT THAT POINT. THE INVERSE OF BOTH THE SEA LEVEL CORRECTION FACTOR OF 0.999981824 AND THE GRID W5 SCALE FACTOR OF 1.000002187 WAS APPLIED TO THE GRID COORDINATES FOR SHOWN GROUND DISTANCES. NOTE - 3W ALL WA TER ME TER'S TO BE 1 " FR 2�2 RECOMMENDED FOR APPROVAL BY_ BY: O J .l1w � Gam. �A L E I L 3j05 [EXPIRES MAY 6, 2007 Z 0 �0 �0 W r 0 Q Go Q 3: 00 00 o 00 .. U N q 0 I z to Z I to N Q W N N Fn Z --� H Z ,, • • 0Z0NX�N}W0 W 01 LL qq Ir LL v < u tL Fm ccU Z O OD 0q_ D J Oi Fl •� ^ b co rA 0 I W o w • �"� • TWO • a� z � at wQ0 0 L"I LL J 'm w a- • U i\L .� r ll V ^^c� M�+< PROJECT NO.: 02054 DRAWN BY: Jac ISSUE DATE: 03 -07-05 SHEET REV.: 06 -13 -06 N.E. 2ND LN ETA. X2.81 TO STA. 13 +30.00 SANTARY AND WATER PLAN AND J C23 1 r. I 1 Q 3 Z Z 0 O cf) Q N q N DN Q) 01 J < tL Fm ccU Z O OD 0q_ D J Oi Fl _. 0 3 a qq I W o w W W F cr z � at wQ0 0 L"I LL J 'm w a- PROJECT NO.: 02054 DRAWN BY: Jac ISSUE DATE: 03 -07-05 SHEET REV.: 06 -13 -06 N.E. 2ND LN ETA. X2.81 TO STA. 13 +30.00 SANTARY AND WATER PLAN AND J C23 1 r. I 1 REVISIONS a. C) A OD a .g Or II U '•W6 2 Z O z w4 V1 .� O U � a�- �o LL Z ° ,.. 0 0 Vi c (� Y E �-- 3 v Z o z N • W � V a a a r W a (6W) me PVC vE J w J Ix a Q Z O J �- 2 0+- U9 0 W ~ W O o- 70 cd 2�Q co C(31 o6 -T Z 0 Q D f- J OCL o� VEFMAL 1, : S' 1 w �O W O i^ v40 Date J� Q Q� to M W IR z W w I= ZW ' Q -L W 17 �Qcr W e � 4.3 = Z 3Q �! l8 61 a. C) A OD a .g Or II U '•W6 2 Z O z w4 V1 .� O U � a�- �o LL Z ° ,.. 0 0 Vi c (� Y E �-- 3 v Z UQ w - W �W U Cc as (LOT 19) a (6W) me PVC vE J w J Ix a Q O mE 2 �E N W ~ 'E 15 cd cn I � 0 C(31 o6 a. C) A OD a .g Or II U '•W6 2 Z O z w4 V1 W U O w O O w p 0� V W a W s W ir SEC.9 23 TWP. N., RNG9 5 E., W M. Now 54 / / / PAD = 396.0/ / / \ \ ♦ PAD = / / /STA . 16 +,J 7.35, 8.88' R /J) 397.4 / 1- 8;;x6" TEE (FL) 182LF/ 1 -8 ATE VALVE (FLx 8" 1. P. / 1 -8" ADAP TOR (FLxMJ 1- GATE VALVE (F M 1 F6 "D.I.P. 52 1 1 1 \ \ \ \ / -5 1/4" MVD F. H. 1 S$'Y �/ PAD = 395.5 1 1 `\ ` \ \ \ 49 ♦, / / W/CONC. BLKG / 1 1 \ \ \ \ PAD = 395.5 ST 16 +41.44, 7.75' L \ \ \ \ / S.;& No. 4 / / STA. 14+64.38, 11.00 L 1 51 \ � \ , 1 ♦1-9� �/ / SSMH No. 3 \ \ \ \ 69LF 8 O.I.P. RIM 395.10 - / 1 1 PAD = 395.5 \ \ PAD = 395.5 \ 1 \,� 7 i / 8" OUT SE = 387 60 RIM = 393.55 1 IE 8' N ) - 387.1 / / IE 8" (OUT) SE = 385.45 1 1 1 \ \ \ STA. 14 +24.05 -8 20' R Ica ( `� / IE 8 IN NW = 385.45 1 1 \ • �'�' ` IE 6 (IN) W = 3 . / / ( ) 1 1 \ \ \ 1- BLOW ,Q& _ /�- INV. _ \ 1✓ � i _ l INV. _ \ \ \ l!' \ i /, _ f . INV = / -1_-_. WA TER ME TER 1 \ \ 389.5 \, , , ` ' `V �''r T ° 389.5 ( T YP``-SEE`N0TE) 1 INV. = \ �(/ I M 390.0 1-- .� ° \P' ♦` CO 1 4 � y - _ -� 1 1/ 389.5 \ y1 �.. .� -pV4C Ail a�l� S--0.0200 , - _ -- --.� ♦�� (j f. N , o MIN. (TYP.) -- ' 1► P► ii �♦ 6 PVC s .0200 - D, /, io Q D } MIN. 23 %�♦ IN 14 10 D 15,1600 07L PAD T� _ ♦♦ 396 f) / /� _ �814F 8„ •� VC / / / _ - / 389.5 / _ , ?�. ;•• / STA." 13 +35.49, 8.81 R 1-8 22 112' KENO (MJ) INV. _ / �►. - - r - c: T . �_ S TA. , 16+02.44, / / / �/ ° -- : 2-+= �- W /CONC. BLKG. 389.0 7.87 R / / // / /�--- - I STA., 13+61.61, 11.00' L BEGIN CURVE / / / / /INV. - �� 1 SSMH '\.,No. ' 2 / 389.0 `RIM = 3 48 1 _ STA. 14+ 12.82, 0 / / / 22 " 8.96 R 8" 0 T E = 384.81 / / 20 / / l / 1 t -1 -8 22 1l2' BEND (MJ) . � " ( / / PAD = 395.5 / / 1 WATER METER / / PAD = 395.0 / W /CONC. BLKG. , IF 8 (IN) IOW = 384.91 f / (TYP. SEE NOTE) / r --STA. 15+17.96, 7.87' R 2' l / l END CURVE _ STA. 14 +33.76, 8.71' R ;. / / PAD = 395.0 / / I f �`- ` V-RVE - ;, ti. .% . _ _ / , I TRACT A 410 �7 400U :3 390 385 ai IC0,01% W 27 iv 04 , w woo toj p 182LF 8" D.I.P. STA. 16 +37.35, 8.88' R 1 -8 "x6" TEE (FL) 1 -8" GATE VALVE (FLxMJ) 1 -8" ADAPTOR (FLxMJ) 1-6" GATE VALVE (FLxMJ) 16LF 6" D.I.P. 1 -5 114" MVD F.H. ASS'Y W/CONC. BLKG L- FILL AND COMPACT ROADWAY PRISM TO FINISHED GRADE 0) ? STA. 16 +02.44, STA. 15 +17.96, BEFORE EXCAVATION FOR -CC ago 0 7.87 R EXISTING 7.87 R INSTALLATION OF WATER LINE + BEGIN CURVE GRADE END CURVE ® (6 N S +33.76, 0 6" CLEAR FINISHED 8.71' R (MIN) GRADE BEGIN CURVE -- I 1 36 " MIN COVER STA. J J U � � a C� No. 4 _z Q O �W-)� RIM = 395.10 (� Y 0 W O (OU T) SE = 38 7. 00 IE 8" (IN) N = 387.10 IE 6" 1 387.10 (LOT 19) a (6W) 157LF 8" PVC V) J w J Ix a Q O 3 2 1 N W ~ w .5 15 cd O U 00o I � 0 o -T T 0 2 _ a Q� 0 3 ar v m W U O w O O w p 0� V W a W s W ir SEC.9 23 TWP. N., RNG9 5 E., W M. Now 54 / / / PAD = 396.0/ / / \ \ ♦ PAD = / / /STA . 16 +,J 7.35, 8.88' R /J) 397.4 / 1- 8;;x6" TEE (FL) 182LF/ 1 -8 ATE VALVE (FLx 8" 1. P. / 1 -8" ADAP TOR (FLxMJ 1- GATE VALVE (F M 1 F6 "D.I.P. 52 1 1 1 \ \ \ \ / -5 1/4" MVD F. H. 1 S$'Y �/ PAD = 395.5 1 1 `\ ` \ \ \ 49 ♦, / / W/CONC. BLKG / 1 1 \ \ \ \ PAD = 395.5 ST 16 +41.44, 7.75' L \ \ \ \ / S.;& No. 4 / / STA. 14+64.38, 11.00 L 1 51 \ � \ , 1 ♦1-9� �/ / SSMH No. 3 \ \ \ \ 69LF 8 O.I.P. RIM 395.10 - / 1 1 PAD = 395.5 \ \ PAD = 395.5 \ 1 \,� 7 i / 8" OUT SE = 387 60 RIM = 393.55 1 IE 8' N ) - 387.1 / / IE 8" (OUT) SE = 385.45 1 1 1 \ \ \ STA. 14 +24.05 -8 20' R Ica ( `� / IE 8 IN NW = 385.45 1 1 \ • �'�' ` IE 6 (IN) W = 3 . / / ( ) 1 1 \ \ \ 1- BLOW ,Q& _ /�- INV. _ \ 1✓ � i _ l INV. _ \ \ \ l!' \ i /, _ f . INV = / -1_-_. WA TER ME TER 1 \ \ 389.5 \, , , ` ' `V �''r T ° 389.5 ( T YP``-SEE`N0TE) 1 INV. = \ �(/ I M 390.0 1-- .� ° \P' ♦` CO 1 4 � y - _ -� 1 1/ 389.5 \ y1 �.. .� -pV4C Ail a�l� S--0.0200 , - _ -- --.� ♦�� (j f. N , o MIN. (TYP.) -- ' 1► P► ii �♦ 6 PVC s .0200 - D, /, io Q D } MIN. 23 %�♦ IN 14 10 D 15,1600 07L PAD T� _ ♦♦ 396 f) / /� _ �814F 8„ •� VC / / / _ - / 389.5 / _ , ?�. ;•• / STA." 13 +35.49, 8.81 R 1-8 22 112' KENO (MJ) INV. _ / �►. - - r - c: T . �_ S TA. , 16+02.44, / / / �/ ° -- : 2-+= �- W /CONC. BLKG. 389.0 7.87 R / / // / /�--- - I STA., 13+61.61, 11.00' L BEGIN CURVE / / / / /INV. - �� 1 SSMH '\.,No. ' 2 / 389.0 `RIM = 3 48 1 _ STA. 14+ 12.82, 0 / / / 22 " 8.96 R 8" 0 T E = 384.81 / / 20 / / l / 1 t -1 -8 22 1l2' BEND (MJ) . � " ( / / PAD = 395.5 / / 1 WATER METER / / PAD = 395.0 / W /CONC. BLKG. , IF 8 (IN) IOW = 384.91 f / (TYP. SEE NOTE) / r --STA. 15+17.96, 7.87' R 2' l / l END CURVE _ STA. 14 +33.76, 8.71' R ;. / / PAD = 395.0 / / I f �`- ` V-RVE - ;, ti. .% . _ _ / , I TRACT A 410 �7 400U :3 390 385 ai IC0,01% W 27 iv 04 , w woo toj p 182LF 8" D.I.P. STA. 16 +37.35, 8.88' R 1 -8 "x6" TEE (FL) 1 -8" GATE VALVE (FLxMJ) 1 -8" ADAPTOR (FLxMJ) 1-6" GATE VALVE (FLxMJ) 16LF 6" D.I.P. 1 -5 114" MVD F.H. ASS'Y W/CONC. BLKG L- FILL AND COMPACT ROADWAY PRISM TO FINISHED GRADE 0) ? STA. 16 +02.44, STA. 15 +17.96, BEFORE EXCAVATION FOR -CC ago 0 7.87 R EXISTING 7.87 R INSTALLATION OF WATER LINE + BEGIN CURVE GRADE END CURVE ® (6 N S +33.76, 0 6" CLEAR FINISHED 8.71' R (MIN) GRADE BEGIN CURVE -- I 1 36 " MIN COVER STA. 16+41.44, 7.75 L N SSMH No. 4 _z Q O �W-)� RIM = 395.10 ®(N IE 8" (OU T) SE = 38 7. 00 IE 8" (IN) N = 387.10 IE 6" (IN) W = 387.10 (LOT 19) a (6W) 157LF 8" PVC V) S =0.0181 IE 8 O aD 01 of M � M STA. 14 +24.05, 8.20' R 69LF 8" D.I.P. 1 -2" BLOW -OFF STA. 13 +35.49, 8.81' R 1-8' 22 112- BEND (MJ) -W/CONC. BLKG. STA. 14+12.82, 6.96' R 1-8" 22 112* BEND (MJ) WI ONC. BLKG. _ r 219LF ,,.. ,.: 181 LF 8" PVC S= 0.0080 �~ z + 2 v- 0� + _z Q O �W-)� O •- ®(N ANN w �►`�O N�Z ,-� W mV V) ? II :. ? II: 2 + Q ao N a (6W) M 9 V) 2 II IE 8 O 3 2 1 M STA. 14 +24.05, 8.20' R 69LF 8" D.I.P. 1 -2" BLOW -OFF STA. 13 +35.49, 8.81' R 1-8' 22 112- BEND (MJ) -W/CONC. BLKG. STA. 14+12.82, 6.96' R 1-8" 22 112* BEND (MJ) WI ONC. BLKG. _ r 219LF ,,.. ,.: 181 LF 8" PVC S= 0.0080 �~ 00 •er M M 15f60 z + 2 v- SSMH Q O ®00 ti ++ ANN w y�0 N�Z ,-� W mV ®�N cn ? II: PROPOSED FINISHED O CEN TERLINE ELEVA TION ao N e to M 9 M 00 •er M M 15f60 15+20 mftmm----� -1111 - 6" CLEAR 108LF 8" PVC S= 0.0050 �uiiu 74LF 8" D.I.P. Li 77LF 8" PVC S= 0.0050 z STA. 14 +64.38, 11.00' L SSMH No. 3 RIM = 393.55 IE 8" (OU T) SE = 385.45 IE 8" (IN) NW = 385.55 N�Z ,-� W mV EXISTING SSMH CENTERLINE ELEVATION PROPOSED FINISHED 14 CEN TERLINE ELEVA TION ao N e to M 9 M M 15+20 mftmm----� -1111 - 6" CLEAR 108LF 8" PVC S= 0.0050 �uiiu 74LF 8" D.I.P. Li 77LF 8" PVC S= 0.0050 14+40 ROLL200 pfi60 O M � U� 0 20 0 10 20 40 GRAPHIC SCALE SCALE: 1' = 20 z li li I I (n 0 .� 0 .- Q o0 'Q co STA. 13 +61.61, 11.00 L ' ., I to W 0 p N�Z ,-� W mV Wt -- SSMH No. 2 i 14 00 �-- + r-• o o awi `n RIM = 394.48 IE 8" OUT E 384.81 10 9 8 7 Q n p IE 8 (IN) NW = 384.91 3 2 1 v~i ? u W w .5 15 cd O U 00o SCALE HOWCWAL 1' : 20 T 0 2 _ a Q� 0 3 ar v VEFMAL 1, : S' 1 w �O W N i^ v40 Date 57 M 000$ M M M ' 1w) twi 17 14+40 ROLL200 pfi60 O M � U� 0 20 0 10 20 40 GRAPHIC SCALE SCALE: 1' = 20 1 ri M 3 4� VERTICAL DATUM t w CITY OF RENTON, NAVE) 88 CONTOUR INTERVAL 2' BENCHMARK BASE: KING COUNTY POINT # RENT1852: FOUND PUNCH IN 3" KING COUNTY SURFACE BRASS DISC AT THE STREET INTERSECTION OF NE 4TH STREET AND 148TH AVE. SE MARKING THE NORTHWEST CORNER OF SECTION 14, TOWNSHIP 23N., RANGE 5E., W.M. ELEVATION= 454.78 FEET. SITE. SET COTTON GIN SPIKE 19.1' SOUTHWEST OF THE WEST COLUMN OF GATE. ELEVATION= 407.96 FEET. BASS OF BEARIW TRUE NORTH. BASED UPON GLOBAL POSITIONING SYSTEM (GPS) LAMBERT GRID WASHINGTON STATE NORTH ZONE COORDINATES. A CONVERGENCE ANGLE OF 00'58'30.28" COUNTERCLOCKWISE WAS APPLIED AT A PUNCH MARK IN 3" KING COUNTY SURFACE BRASS DISC, AT THE STREET INTERSECTION OF NE 4TH ST. AND 148TH AVE. SE, MARKING THE NORTHEAST CORNER OF SECTION 15, TOWNSHIP 23 NORTH, RANGE 5 EAST OF THE WILLAMETTE MERIDIAN. THE NORTH AMERICAN DATUM OF 198311991 (NAD 83191) GRID COORDINATES WERE FOUND TO BE 180903.998 / 1316622.321 AT THAT POINT. THE INVERSE OF BOTH THE SEA LEVEL CORRECTION FACTOR OF 0.999981824 AND THE GRID SCALE FACTOR OF 1.000002187 WAS APPLIED TO THE GRID COORDINATES FOR SHOWN GROUND DISTANCES. FRA 02��3 ALL WA TER METER'S TO BE I" RECOMMENDED POP, APPROVAL BY. BY: G A•�l c� 0 *� � N =XPIRESMAY 6, li li I I 1 ri M 3 4� VERTICAL DATUM t w CITY OF RENTON, NAVE) 88 CONTOUR INTERVAL 2' BENCHMARK BASE: KING COUNTY POINT # RENT1852: FOUND PUNCH IN 3" KING COUNTY SURFACE BRASS DISC AT THE STREET INTERSECTION OF NE 4TH STREET AND 148TH AVE. SE MARKING THE NORTHWEST CORNER OF SECTION 14, TOWNSHIP 23N., RANGE 5E., W.M. ELEVATION= 454.78 FEET. SITE. SET COTTON GIN SPIKE 19.1' SOUTHWEST OF THE WEST COLUMN OF GATE. ELEVATION= 407.96 FEET. BASS OF BEARIW TRUE NORTH. BASED UPON GLOBAL POSITIONING SYSTEM (GPS) LAMBERT GRID WASHINGTON STATE NORTH ZONE COORDINATES. A CONVERGENCE ANGLE OF 00'58'30.28" COUNTERCLOCKWISE WAS APPLIED AT A PUNCH MARK IN 3" KING COUNTY SURFACE BRASS DISC, AT THE STREET INTERSECTION OF NE 4TH ST. AND 148TH AVE. SE, MARKING THE NORTHEAST CORNER OF SECTION 15, TOWNSHIP 23 NORTH, RANGE 5 EAST OF THE WILLAMETTE MERIDIAN. THE NORTH AMERICAN DATUM OF 198311991 (NAD 83191) GRID COORDINATES WERE FOUND TO BE 180903.998 / 1316622.321 AT THAT POINT. THE INVERSE OF BOTH THE SEA LEVEL CORRECTION FACTOR OF 0.999981824 AND THE GRID SCALE FACTOR OF 1.000002187 WAS APPLIED TO THE GRID COORDINATES FOR SHOWN GROUND DISTANCES. FRA 02��3 ALL WA TER METER'S TO BE I" RECOMMENDED POP, APPROVAL BY. BY: G A•�l c� 0 *� � N =XPIRESMAY 6, 2007 Ste, to (n 0 .� 0 .- Q o0 'Q co O 0 0 ao 0 Q I z to ? ., I to W 0 w .J 0 Z..-, „ N�Z ,-� W mV oz0Lp � W Q v- qq qq CE a.... u- i 14 13 12 11 10 9 8 7 6 5 4 3 2 1 lrO`/ • 0 �/ W w .5 15 cd O U 00o ua -1 of •� 0) N T 0 2 _ a Q� 0 3 ar v .� 1 w �O W CF rr w w QO 0 mNWI ri '+ 16 56 57 58 9 60 4l 42 ' 17 40 4.3 , �! l8 61 39 44 ! 19 54 62 36 45 53 63 37 46 21 5�2 64 36 47 22 51 49 34 33 32 31 30 !' I i, y I 1C A i - R �\,C24 Nwe .' _ ._._ 23 24 25 26 27 28 \ \ 29 KEY MAP 1 ri M 3 4� VERTICAL DATUM t w CITY OF RENTON, NAVE) 88 CONTOUR INTERVAL 2' BENCHMARK BASE: KING COUNTY POINT # RENT1852: FOUND PUNCH IN 3" KING COUNTY SURFACE BRASS DISC AT THE STREET INTERSECTION OF NE 4TH STREET AND 148TH AVE. SE MARKING THE NORTHWEST CORNER OF SECTION 14, TOWNSHIP 23N., RANGE 5E., W.M. ELEVATION= 454.78 FEET. SITE. SET COTTON GIN SPIKE 19.1' SOUTHWEST OF THE WEST COLUMN OF GATE. ELEVATION= 407.96 FEET. BASS OF BEARIW TRUE NORTH. BASED UPON GLOBAL POSITIONING SYSTEM (GPS) LAMBERT GRID WASHINGTON STATE NORTH ZONE COORDINATES. A CONVERGENCE ANGLE OF 00'58'30.28" COUNTERCLOCKWISE WAS APPLIED AT A PUNCH MARK IN 3" KING COUNTY SURFACE BRASS DISC, AT THE STREET INTERSECTION OF NE 4TH ST. AND 148TH AVE. SE, MARKING THE NORTHEAST CORNER OF SECTION 15, TOWNSHIP 23 NORTH, RANGE 5 EAST OF THE WILLAMETTE MERIDIAN. THE NORTH AMERICAN DATUM OF 198311991 (NAD 83191) GRID COORDINATES WERE FOUND TO BE 180903.998 / 1316622.321 AT THAT POINT. THE INVERSE OF BOTH THE SEA LEVEL CORRECTION FACTOR OF 0.999981824 AND THE GRID SCALE FACTOR OF 1.000002187 WAS APPLIED TO THE GRID COORDINATES FOR SHOWN GROUND DISTANCES. FRA 02��3 ALL WA TER METER'S TO BE I" RECOMMENDED POP, APPROVAL BY. BY: G A•�l c� 0 *� � N =XPIRESMAY 6, 2007 Ste, to (n 0 .� 0 .- Q o0 'Q co O 0 0 ao 0 Q I z to ? ., I to W 0 w .J 0 Z..-, „ N�Z ,-� W mV oz0Lp � W Q v- qq qq CE a.... u- ..� a- u tQ r..' I N DN rA V • wo • Poo • rA ., lrO`/ • 0 �/ W w .5 Z cd O U 00o ua PROJECT NO.: 02054 DRAWN BY: j(1C ISSUE DATE: 03-07 -05 SHEET REV.: 06 -13 -05 PL N.E. STA. 13 +30.00 TO STA. 16 +50.00 SAWA Y SEWSR AND WATER SAD PAOP�E C24 • rr J tq r Q 3 Z Z 0 0 Cn Q N I N DN V) L0 cy � a � Z O U 00o W -1 of •� 0) N T 0 2 _ a Q� 0 3 ar v 1 w �O W W W rr w w QO 0 mNWI R LL JOfU)n. PROJECT NO.: 02054 DRAWN BY: j(1C ISSUE DATE: 03-07 -05 SHEET REV.: 06 -13 -05 PL N.E. STA. 13 +30.00 TO STA. 16 +50.00 SAWA Y SEWSR AND WATER SAD PAOP�E C24 • rr J tq r REVISIONS a a U N. �a w N O 1�yy J U zN z 0 z M 00 r 44 o S Z Z4- 0 in z V1 c ac . oo x > o0 Z Q $Q gz cam+ 6 W "� o HJLJ �w /� V cr U W Z c W z --- co m 0 Qw (IN ) E = 391.19 �E Im Q PROPOSED FINISHED CENTERLINE ELEVATION WQ< Zz Mp �� 01N 9,040 LOT 12 o ? - T a a U N. �a w N O J o � 44 o 11 Z •� Q C,4 z V1 c ac . oo x �,Ws w 6 W 3E SSMH No. 5 6 W "� o W �w /� V cr aTTs a (OUT) SW = 391.09 c ?u� z II ``'-- m 0 IE 8 (IN ) E = 391.19 �E Im .54) PROPOSED FINISHED CENTERLINE ELEVATION IE 6" mE Mp �� 01N 9,040 LOT 12 o ? - T �14 1I �c W W o, C o, M01 M v� J J a� a a U N. �a w N O J } � 44 1 Li � �• U Q C,4 z '? o tO x �,Ws w 6 W •OU SSMH No. 5 6 W "� o RIM = 399.19 w EL ®u0 tn !71 a (OUT) SW = 391.09 N O 0 V U 00 � cr O 5 V V as oo W W SS tC 400 U 395 390 = 385 w wj0.,t? • �1 � SEC. 159 P 23 Nag N MATCH LINE SEE C26 Ey �rrrrrrrrrrrr�rr�rr rrir r rr�rr�rrrrrrrrrw�w�rr ° �r�rrrrr•rrrrrrrlrr r, PAD = 402.0 I I �` i 1 5 I lo �- i I PAD = 401.0 AD -------- - - - - -- - o -- INV 395.0 I _ F--- �-- ._------ _---- . - - --, I I I 1 10 - I 57 .4 1 I 1 PAD = 401.0 "~ = I � o - x I INV. PAD = 400.0 1 1 1 1 1 I 394.0 I I 6 PVC I STA. 18 +52.66 3.813 R 1 _L r - ( SSMH No. 6 1 1 I I 1 S= 0.0200 � � MIN. (TYP.) - I RIM = 399.19 I I PAD = 398.01 1 1 1 IE 8" (OUT) SW = 1391.09 I 1 I 1 1 r I IE 8" (IN) E= 391.19 I 1 1 1 le f!" 4IAI,) _l W s .391.19 1 I I 1 IN V. = I LOT 12 I I 1 394.0 11 ( I 'l, .012 - STA. 17 +96.15, 5.3 L I I 1 WATER METER NOTE) 54 PAD - 400.0 - - - SSMH No. 5 I (TYP. SEE NO ) I ox - I _ RIM = 398.03 I I I ( I PAD = 39 7. 01 �56 ,. I 1 1 PAD = 399.0 IE 8 (OUT) S = 3b9.93 I 11N V. = r IE 8" (IN) NE - 39b. 03 1 I 1 ,. _ I 1391.0 1 I f _ IE 6 IN NW 390.03 I LOT 15 _I INV. = I I L_jj 11 1 1392.0 i 1 \\ s \ ,\ - - INV. - 6 PVC STA. 18 +55.69, 12.85' 393.0 5= 0.0200 1-800 45' BEND (MJ) \ MI TYP. W/CONC. BLKG. _ _ ' ° r ° • ° r • tz3. 41 LF 8" O.I.P. 12 - INV - - - - 182LF " D. P. � W1-11 TMAN PL N.E. z PAD = 399.0 393.0 \ r \ STA. 18 +21.40, 2.49 L • I 15 LF 8 PVC 1 1-8" 45 • BEND (MJ) \ o rn x + �t -IW /GONG. BLKG_ , _ _ - � � .. .i � ` S 0.0181 7.87' R � ' o"c�` -- •_ -�� END CURVE rn • 1 WA TER METER 1 (TYP. SEE NO TE) I 7 1 0 IN 13 392.0 I -- �-�. 393.0 I INV. _ � INV. - 1 PAD = 399.0 - ( ---_! I 1 391.0 l 39 1 392.0 I I F391.0 I 11 1 I F 1 STA. 18+17.47,- 52.31' L 26LF 6" PVC I I I �% I I I �$ I I 1 1 6 CO No. 2 I l_ I 1 RIM = 397.60 l I I I SSSL S= 0.0240 I � PAD = 397.0 I � i PAD = 397.0 I I P40 = 396.0 1 IE 6' = 391.73 I I _ I 32LF 6" PVC 1 I I _- ------ --- -- - - -J 1 SSSL S= 0.0240 1 I �6 I I PAD '= 398.0 1 _ 1 I S) A. 18+17.15, 20.31 ' 14 INV = I 15 ( RM = 398.60 I 392.5 I PAD = 399.0 ( .. PAD = 398.5 I I 1 1 6= 390.96 SCALE HORIZONTAL 1' s 20 VERTICAL 1' = 5' STA.�� 18 +55.69, 12. 5�' L \ 1-8 45 BEND ( M / \ \ W CONC. BLKG. \ \ / !� .... �� STA.,, 18+21.40, 2.49' L o Q ? FILL AND COMPACT ROADWAY \\ Q 1--8 45 BEND (MJ) + Z V to N N PRISM TO FINISHED GRADE \ 1 \ W/CONC. BLKG. -~ ®� ± ® � ° BEFORE EXCA VA TION FOR , n 4 00 _ INSTALLATION OF WATER LINE EXISTING � z III GRADE � -- STA. , 16 +80.45, FINISHED 7.87 R - - _ GRADE END CURVE 6" CLEAR - 247LF 8" D.I.P. i , (MIN.) ' 36" MIN. 6" CLEA COVER (MIN.) 338LF 8" PVC S= 0.0200 1-1 J U � 44 0 9 Li � Q Q C,4 STA. J tO 0 5.35' L rn 6 W No. 6 SSMH No. 5 6 W "� o RIM = 399.19 w EL ®u0 tn !71 a (OUT) SW = 391.09 EL ?u� z II ``'-- IE 6" (IN) NW = IE 8 (IN ) E = 391.19 LOT 15 Im PROPOSED FINISHED CENTERLINE ELEVATION IE 6" (IN) NIN 391.19 Mp �� 01N 9,040 LOT 12 a M 0101 W W M01 M M W) J J Q Q Fm Z PO n N W ~ D W � I 0 W 0 a: Q � 3 v �o ft�Z W WW R 1i wu)Qo 0 mNWI LL .J 0)(4 4. 00 m O 0 V U 00 � cr O 5 V V as oo W W SS tC 400 U 395 390 = 385 w wj0.,t? • �1 � SEC. 159 P 23 Nag N MATCH LINE SEE C26 Ey �rrrrrrrrrrrr�rr�rr rrir r rr�rr�rrrrrrrrrw�w�rr ° �r�rrrrr•rrrrrrrlrr r, PAD = 402.0 I I �` i 1 5 I lo �- i I PAD = 401.0 AD -------- - - - - -- - o -- INV 395.0 I _ F--- �-- ._------ _---- . - - --, I I I 1 10 - I 57 .4 1 I 1 PAD = 401.0 "~ = I � o - x I INV. PAD = 400.0 1 1 1 1 1 I 394.0 I I 6 PVC I STA. 18 +52.66 3.813 R 1 _L r - ( SSMH No. 6 1 1 I I 1 S= 0.0200 � � MIN. (TYP.) - I RIM = 399.19 I I PAD = 398.01 1 1 1 IE 8" (OUT) SW = 1391.09 I 1 I 1 1 r I IE 8" (IN) E= 391.19 I 1 1 1 le f!" 4IAI,) _l W s .391.19 1 I I 1 IN V. = I LOT 12 I I 1 394.0 11 ( I 'l, .012 - STA. 17 +96.15, 5.3 L I I 1 WATER METER NOTE) 54 PAD - 400.0 - - - SSMH No. 5 I (TYP. SEE NO ) I ox - I _ RIM = 398.03 I I I ( I PAD = 39 7. 01 �56 ,. I 1 1 PAD = 399.0 IE 8 (OUT) S = 3b9.93 I 11N V. = r IE 8" (IN) NE - 39b. 03 1 I 1 ,. _ I 1391.0 1 I f _ IE 6 IN NW 390.03 I LOT 15 _I INV. = I I L_jj 11 1 1392.0 i 1 \\ s \ ,\ - - INV. - 6 PVC STA. 18 +55.69, 12.85' 393.0 5= 0.0200 1-800 45' BEND (MJ) \ MI TYP. W/CONC. BLKG. _ _ ' ° r ° • ° r • tz3. 41 LF 8" O.I.P. 12 - INV - - - - 182LF " D. P. � W1-11 TMAN PL N.E. z PAD = 399.0 393.0 \ r \ STA. 18 +21.40, 2.49 L • I 15 LF 8 PVC 1 1-8" 45 • BEND (MJ) \ o rn x + �t -IW /GONG. BLKG_ , _ _ - � � .. .i � ` S 0.0181 7.87' R � ' o"c�` -- •_ -�� END CURVE rn • 1 WA TER METER 1 (TYP. SEE NO TE) I 7 1 0 IN 13 392.0 I -- �-�. 393.0 I INV. _ � INV. - 1 PAD = 399.0 - ( ---_! I 1 391.0 l 39 1 392.0 I I F391.0 I 11 1 I F 1 STA. 18+17.47,- 52.31' L 26LF 6" PVC I I I �% I I I �$ I I 1 1 6 CO No. 2 I l_ I 1 RIM = 397.60 l I I I SSSL S= 0.0240 I � PAD = 397.0 I � i PAD = 397.0 I I P40 = 396.0 1 IE 6' = 391.73 I I _ I 32LF 6" PVC 1 I I _- ------ --- -- - - -J 1 SSSL S= 0.0240 1 I �6 I I PAD '= 398.0 1 _ 1 I S) A. 18+17.15, 20.31 ' 14 INV = I 15 ( RM = 398.60 I 392.5 I PAD = 399.0 ( .. PAD = 398.5 I I 1 1 6= 390.96 SCALE HORIZONTAL 1' s 20 VERTICAL 1' = 5' STA.�� 18 +55.69, 12. 5�' L \ 1-8 45 BEND ( M / \ \ W CONC. BLKG. \ \ / !� .... �� STA.,, 18+21.40, 2.49' L o Q ? FILL AND COMPACT ROADWAY \\ Q 1--8 45 BEND (MJ) + Z V to N N PRISM TO FINISHED GRADE \ 1 \ W/CONC. BLKG. -~ ®� ± ® � ° BEFORE EXCA VA TION FOR , n 4 00 _ INSTALLATION OF WATER LINE EXISTING � z III GRADE � -- STA. , 16 +80.45, FINISHED 7.87 R - - _ GRADE END CURVE 6" CLEAR - 247LF 8" D.I.P. i , (MIN.) ' 36" MIN. 6" CLEA COVER (MIN.) 338LF 8" PVC S= 0.0200 1-1 r 55LF 8 1 S=010193 82LF 8 " D.1. P. -41LF 8" D.J.P. 157LF " 8 PVC 5`0.0181 o 0� O�ao z 44 0 9 �• Q + Q C,4 STA. 18 +52.66 3.83' R tO o 5.35' L rn SSMH No. 6 SSMH No. 5 ® 04 "� o RIM = 399.19 1 ch o ®u0 tn ? N = IE 8 , " (OUT) SW = 391.09 N ?u� z II ``'-- IE 6" (IN) NW = IE 8 (IN ) E = 391.19 LOT 15 Im PROPOSED FINISHED CENTERLINE ELEVATION IE 6" (IN) NIN 391.19 Mp �� 01N 9,040 LOT 12 r-N r 55LF 8 1 S=010193 82LF 8 " D.1. P. -41LF 8" D.J.P. 157LF " 8 PVC 5`0.0181 o 0� O�ao N� 44 0 9 2 4-47) r 55LF 8 1 S=010193 82LF 8 " D.1. P. -41LF 8" D.J.P. 157LF " 8 PVC 5`0.0181 se +4o T7+60 o 0� z 'Q Z �^ 44 2 o ®0'" 47 °0 Q 00 ? STA. 17+96-15, 5.35' L o+ ®v "� ° SSMH No. 5 0 cc o+ ® o .- RIM = 398.03 , IE 8 (OUT) S = 389.93 ®u0 tn ? N = o IE 8: NE 390.03 EXISTING z II ``'-- IE 6" (IN) NW = 390.03 CENTERLINE ELEVATION LOT 15 Im PROPOSED FINISHED CENTERLINE ELEVATION ? N zt Mp �� 01N 9,040 r-N M 0101 c, O� 01p M01 M M W) se +4o T7+60 ROLL 2 0 0 f7+20 V+eo l z Q + ®f,� 00 � 2 M 00 � h to o 0 ch M � N U� W Fft 385 20 0 10 20 40 GRAPHC SCALE SCALE 1' = 20 KEY MAP i i 4? o 0� z 'Q Z �^ 44 Z o ®0'" 47 z + z 1 LN 0 28 29 0 cc A ._ 11 ,4, ° ®u0 tn Q 0 N 4 Im V) ? N zt D04 �p M40 r-N 0000 ri 01p M01 v J Q Fm Z ROLL 2 0 0 f7+20 V+eo l z Q + ®f,� 00 � 2 M 00 � h to o 0 ch M � N U� W Fft 385 20 0 10 20 40 GRAPHC SCALE SCALE 1' = 20 KEY MAP i i 4? 43 44 45 46 47 Z 1 LN 0 28 29 cc A 1 n s -3�� b o 3 VENT 1CAL DATUM CITY OF RENTON, NAVD 88 CONTOUR INTERVAL 2" OGI YCWM141'W BASE: KING COUNTY POINT # RENT1852: FOUND PUNCH IN 3" KING COUNTY SURFACE BRASS DISC AT THE STREET INTERSECTION OF NE 4TH STREET AND 148TH AVE. SE MARKING THE NORTHWEST CORNER OF SECTION 14, TOWNSHIP 23N., RANGE 5E., W.M. ELEVATION= 454.78 FEET. SITE: SET COTTON GIN SPIKE 19.1' SOUTHWEST OF THE WEST COLUMN OF GATE. ELEVATION= 407.96 FEET. BAW OF WAFWW TRUE NORTH. BASED UPON GLOBAL POSITIONING SYSTEM (GPS) LAMBERT GRID WASHINGTON STATE NORTH ZONE COORDINATES. A CONVERGENCE ANGLE OF 00.58'30.28" COUNTERCLOCKWISE WAS APPLIED AT A PUNCH MARK IN 3" KING COUNTY SURFACE BRASS DISC, AT THE STREET INTERSECTION OF NE 4TH ST AND 148TH AVE. SE, MARKING THE NORTHEAST CORNER OF SECTION 15, TOWNSHIP 23 NORTH, RANGE 5 EAST OF THE WILLAMETTE MERIDIAN. THE NORTH AMERICAN DATUM OF 198311991 (NAD 83191) GRID COORDINATES WERE FOUND TO BE 180903.998 / 1316622.321 AT THAT POINT. THE I N VERSE OF BOTH THE SEA LEVEL CORRECTION FACTOR OF 0.999981824 AND THE GRID SCALE FACTOR OF 1.000002187 WAS APPLIED TO THE GRID COORDINATES FOR SHOWN GROUND DISTANCES. ALL WATER METER'S TO BE 1 " FR �2�5 4 RECOMMENDED FOR APPROVAL RY: BY: c� N NA L E ` `5`05 EXPIRES. MAY 6. 2007 to 3U) (do OD W °' o Q 00 000 0 0 Q 00 CO V � I � W • to to Z Z W N N- Z J�Z� „ r.�W oz0UxLO m() ODWICNQNWQ u �� � b •tom ^ ' t* • �"� • f�/1 0 • u 1 PROJECT NO.: 02054 DRAWN BY: JC3C. ISSUE DATE: 03-07-05 SHEET REV.: 06 -13 -06 PL N.E./ N.E. 2ND CT STA. 16+50.00 TO STA. *+50.00 Asm as SAWAR'Y AND WATER PLAN AND LE J 4 `__4V C25 cn; J J4 6o r r �J t\ c-, Q 3 s V a PROJECT NO.: 02054 DRAWN BY: JC3C. ISSUE DATE: 03-07-05 SHEET REV.: 06 -13 -06 PL N.E./ N.E. 2ND CT STA. 16+50.00 TO STA. *+50.00 Asm as SAWAR'Y AND WATER PLAN AND LE J 4 `__4V C25 cn; J J4 6o r r �J t\ c-, Q 3 Z 0 cc Q N 4 Im N D04 CY v J Q Fm Z J O O oo D W -j ° 0 N (3 0 W 0 a: Q � 3 v �o ft�Z W WW R 1i wu)Qo 0 mNWI LL .J 0)(4 4. PROJECT NO.: 02054 DRAWN BY: JC3C. ISSUE DATE: 03-07-05 SHEET REV.: 06 -13 -06 PL N.E./ N.E. 2ND CT STA. 16+50.00 TO STA. *+50.00 Asm as SAWAR'Y AND WATER PLAN AND LE J 4 `__4V C25 cn; J J4 6o r r �J t\ c-, P p � �4 D 0 L �o RI �o LL Z .- 0 o M U z oE (STA. 22 +45.76, ?0.00' L U � ua W -OW z z O� N Y W J � a i- 6 3 -$ GATE VALVES (MJxFL) GRADE J EF �E Z W _J U- a. a. 0 � q4 ar C Q, o� ca N LL + Z Q_ a- > N -Q J J o 0 M 0 � nl �- 0�! =J�� rn 0 00 0 Sz.' O J QQ W It Z W n cc F- >_ U 0 U 0 0 to 4 Cr WwF- ZZ Q cn P p � �4 D 0 L �o U �o LL Z .- 0 o N U z oE (STA. 22 +45.76, ?0.00' L o Z ua W -OW a: �c Y W rna U i- 6 3 -$ GATE VALVES (MJxFL) GRADE J EF �E J fT � N 'c a. a. a, BEFORE EXCA VA PON FOR C Q, o� P p � �4 D 0 J Li U Cl a .OfO 1 STA. 23+14.32, 12.00' L - U z cr (STA. 22 +45.76, ?0.00' L o II o W� Nwnz r z Y W O a U i- 6 3 -$ GATE VALVES (MJxFL) GRADE J J ..J J z W a. a. wwwww BEFORE EXCA VA PON FOR to cd v w o + �0000� • =VISION S 1 1 1 i -- 5' 1 - _ - 1- - ----1 r------- I -_ - - -- ___ - - - -- 1 I I I I I I I I 1 I I I I I i t I 1 I I I I I I 1 I I I I I 1 9 i l I I I I I I 1 1 8 I 1 7 1 1 1 6 1 PAD I I I PAD = 403.0 1 I 1 PAD = 404.0 1 1 1 PAD = 405.0 1= 402.01 1 1 1 1 1 1 1 IINV. = I I I INV. = I I I 1 139 7.0 1 I 398.0 1 I 1 INV - I I 1 I I I I I INV _ 396. q I 1 I I 1 I 1 399.0 1 --� I �- -1 ! r_ - � cV1 - ---A-- 4-- -- -_ -.� -.L _� __L -- - - -- U 1 1 X 1. . 4 W V ° • C 1 1 orl w 1 N.E. ND Cr 9 / 20 00 234LF 8" PVC 1 �x S= 0.0140 - wl x > > 1 00 xis x� x� U - --- _ _ 6" PVC S=0.02( Q t -•4 � MIN. (T) 1 -T- - - - -- _-- - - - 1 1 INV. - 1 I 1 INV. = 1 IINV = 1 1 395.0 II I 396.0 1 1 1397.0 I 1 H 1 I I I a 1 I I I I 10) ,G 1 58 I; I 59 I 1 60 I ► Z. 1 PAD = 401.0 1; PAD = 402.0 I 1 PAD = 403. I Q 1 I I I 420 415 410 so U 405 Lu c�5 400 J 395 U lz 390 SEC. 159 Twpa 23 N., RNGs 5 E. ., W.M. J Li U Cl a .OfO S TA. 21+ 00.28, 12.00' L STA. 23+14.32, 12.00' L - O cr (STA. 22 +45.76, ?0.00' L 0 W BREMER TON AVE. N.E.) o 0 � Nwnz 4' a Y W O a FILL AND COMPACT ROADWAY 0 0 3 -$ GATE VALVES (MJxFL) GRADE J J ..J J J a. a. wwwww BEFORE EXCA VA PON FOR to cd v w o + ®� Q_ a- J J J J -i 0 O 0 nl �- N w rn 0 00 0 In Q 0 U U >_ U U U ---- -- 6" CLEAR ­36 " -MIN. _� -- z z (MIN.) I -__ -- - - -- - -" COVER 6 " CLEAR .......... 00 QQ00 o'+�0 cr cc z z 0 QNv)o� s w>-r>. J w ir H r Of 0.- ZZcr cc Q Q W W 00aa 0000 0 0 W 000 °ssss O W W W W �0000� • =VISION S 1 1 1 i -- 5' 1 - _ - 1- - ----1 r------- I -_ - - -- ___ - - - -- 1 I I I I I I I I 1 I I I I I i t I 1 I I I I I I 1 I I I I I 1 9 i l I I I I I I 1 1 8 I 1 7 1 1 1 6 1 PAD I I I PAD = 403.0 1 I 1 PAD = 404.0 1 1 1 PAD = 405.0 1= 402.01 1 1 1 1 1 1 1 IINV. = I I I INV. = I I I 1 139 7.0 1 I 398.0 1 I 1 INV - I I 1 I I I I I INV _ 396. q I 1 I I 1 I 1 399.0 1 --� I �- -1 ! r_ - � cV1 - ---A-- 4-- -- -_ -.� -.L _� __L -- - - -- U 1 1 X 1. . 4 W V ° • C 1 1 orl w 1 N.E. ND Cr 9 / 20 00 234LF 8" PVC 1 �x S= 0.0140 - wl x > > 1 00 xis x� x� U - --- _ _ 6" PVC S=0.02( Q t -•4 � MIN. (T) 1 -T- - - - -- _-- - - - 1 1 INV. - 1 I 1 INV. = 1 IINV = 1 1 395.0 II I 396.0 1 1 1397.0 I 1 H 1 I I I a 1 I I I I 10) ,G 1 58 I; I 59 I 1 60 I ► Z. 1 PAD = 401.0 1; PAD = 402.0 I 1 PAD = 403. I Q 1 I I I 420 415 410 so U 405 Lu c�5 400 J 395 U lz 390 SEC. 159 Twpa 23 N., RNGs 5 E. ., W.M. 7 V II le) C4 © O .OfO S TA. 21+ 00.28, 12.00' L STA. 23+14.32, 12.00' L N W W ``' Z N.E. 2ND C T cr (STA. 22 +45.76, ?0.00' L 1 -8 00 TEE (FL) BREMER TON AVE. N.E.) ZIIko Q 1 -8" TEE (FL) Nwnz 4' W/CONC. BLKG. 3 -8" GATE VALVE (FLxMJ) N CC N w FILL AND COMPACT ROADWAY II Z 3 -$ GATE VALVES (MJxFL) GRADE PRISM TO FINISHED GRADE -- z 00I 18 7LF 8" RIM BEFORE EXCA VA PON FOR to cd v w o + ®� � (OUT) W 397.95 INSTALLATION OF WATER LINE o0 2 f= �� 1 N W +� FINISHED 0 v W 0+4 NZ�� It ,.�0 2) GRADE a C1� JO(nVERTICAL CL 0 O LJ V U tit) 0z�_ 0Q U a ---- -- 6" CLEAR ­36 " -MIN. _� -- - - ._ (MIN.) I -__ -- - - -- - -" COVER 6 " CLEAR .......... 7 (MIN.) .I.P24 7L F 8 D. Li F 8" PVC S 0.0326 Ll 104L 5 =0.0140 Z 234LF 8" PVC 2 + a ? 00 2 N Q N �N � O ,n -� 40 rn z z Q� �-- ��i� + ��. � 0) Q^ a N,� 2 0�+0 ��� N ®�� Q ��~O 4 0(p � 2 N O O ��� �a �� + o W) ± ®� 00 11 OJ 2 II = STA. 20+87.61, 5.00 R 2 N • O1 �- F- O SSMH #7 EXISTING ? N RIM = 403.86 CENTERLINE ELEVATION IE 8" (IN) E = 394.56 PROPOSED FINISHED IE 8" (IN) N = 394.56 CENTERLINE ELEVA TION IE 8" (OU T) W = 394.46 1 r O1<V ^N d d ^d g r- d O d .Q. d N O N 00 O . 00 0 S N N N 0 0 O O 0 0 O O O O O O O dd '�d dd etd Iti .1 1I 20 +80 21 +20 .21 +60 V II le) C4 © O .OfO Z STA. 23+14.32, 12.00' L N W W ``' Z N.E. 2ND C T cr (STA. 22 +45.76, ?0.00' L w 1 BREMER TON AVE. N.E.) ZIIko Q 1 -8" TEE (FL) Nwnz W/CONC. BLKG + ? + o 3 -8" GATE VALVE (FLxMJ) N CC N w CID 00 0 00 U STA. _ EXISTING �w.� m � � GRADE 36 " MIN. 28LF 8" D.I.P. No. 11 COVER 00I 18 7LF 8" RIM (MIN.) .I.P24 7L F 8 D. Li F 8" PVC S 0.0326 Ll 104L 5 =0.0140 Z 234LF 8" PVC 2 + a ? 00 2 N Q N �N � O ,n -� 40 rn z z Q� �-- ��i� + ��. � 0) Q^ a N,� 2 0�+0 ��� N ®�� Q ��~O 4 0(p � 2 N O O ��� �a �� + o W) ± ®� 00 11 OJ 2 II = STA. 20+87.61, 5.00 R 2 N • O1 �- F- O SSMH #7 EXISTING ? N RIM = 403.86 CENTERLINE ELEVATION IE 8" (IN) E = 394.56 PROPOSED FINISHED IE 8" (IN) N = 394.56 CENTERLINE ELEVA TION IE 8" (OU T) W = 394.46 1 r O1<V ^N d d ^d g r- d O d .Q. d N O N 00 O . 00 0 S N N N 0 0 O O 0 0 O O O O O O O dd '�d dd etd Iti .1 1I 20 +80 21 +20 .21 +60 ROLL200 ON M(4 0p00 le) C4 STA. 22 +86.74, 12.00' L - .OfO �! ^O d d d 1 -8 "x6" TEE (MJxFLxFL) LO U) 1 -6" GATE VALVE (FLxMJ) Q uw 0 14L F 6" D.I.P. > Q Q 00 y 00 CID 00 0 00 U STA. 21+91-60, 5.00' R 1 -5 1/4" MVD F.H. ASS'Y ? SSMH No. 11 W/CONC. BLKG 00I RIM 405.95 �••. Cc Z + ®� .; IE 8 (OUT) W 397.95 _j 0, _j V-- 00 N Q o IE 6 " (IN) NE = 398.05 v W W (LOT 2) rt a C1� JO(nVERTICAL CL 0 O � ROLL200 ON M(4 0p00 le) C4 O d0 .OfO �! ^O d d d d 22 +00 22 +40 8" Pvc --� WALE ONTAL 1' = 20 VEFMAL 1' = 5 M N .00 g0 o d d 22+so 23120 420 415 rl 20 0 10 20 40 GRAPHIC SCALE WALE I'm 20 �R�Ci•A KEY MAP SCALE 1 " = 200' i 1 42 44 45 46 47 i 48 i 3130 I 28 29 \, DATUM CITY OF REN TON, NA VD 88 CONTOUR INTERVAL = 2' BENCHMARK KING COUNTY POINT # RENT 1852: FOUND PUNCH IN 3" KING COUNTY SURFACE BRASS DISC AT THE STREET IN TERSEC TION OF NE 4TH S TREE T AND 148TH AVE. SE MARKING THE NOR TH WES T CORNER OF SECTION 14, TOWNSHIP 23N., RANGE 5E., W.M. ELEVA TION= 454.78 FEET. SITE: SET COTTON GIN SPIKE 19.1 ' SOUTHWEST OF THE WEST COL UMN OF GA TE. ELEVATION= 407.96 FEET. BAW OF BEARING TRUE NORTH. BASED UPON GLOBAL POSITIONING SYSTEM (GPS) LAMBERT GRID WASHINGTON STATE NORTH ZONE COORDINATES. A CONVERGENCE ANGLE OF 00'58'30.28" COUNTERCLOCKWISE WAS APPLIED AT A PUNCH MARK IN 3" KING COUNTY SURFACE BRASS DISC, AT THE S TREE T INTERSECTION OF NE 4TH ST. AND 148TH AVE. SE, MARKING THE NORTHEAST CORNER OF SECTION 15, TOWNSHIP 23 NORTH, RANGE 5 EAST OF THE WILLAMETTE MERIDIAN. THE NORTH AMERICAN DATUM OF 198311991 (NAD 83191) GRID COORDINATES WERE FOUND TO BE 180903.998 / 1316622.321 AT THAT POINT. THE INVERSE OF BOTH THE SEA LEVEL CORRECTION FACTOR OF 0.999981824 AND THE GRID SCALE FACTOR OF 1.000002187 WAS APPLIED TO THE GRID COORDINATES FOR SHOWN GROUND DISTANCES. NOTE ALL WATER METER'S TO BE I" 15 dw 3t244r&0# CHECKED FOR COMPLIANCE RECOMMENDED T CITY STANDARDS FOR APPROVAL Dated =Cs BY: -� Date BY: Date G . D/ 2 PROJECT NO.: O DRAWN BY: Jac ISSUE DATE: 03 -07-05 SHEET REV.: 00 -M -05 N.E. 21D CT ST^. 0+50-00 TO STA. 23 +24.55 SAWARY �R AND WATER PLAN AND r C26 cc : s• srv�o�4 c�✓) �� w A L Q 3 z 0 05 0 EXPIRES: MAY 6, 2007 LO U) co o Q uw 0 > Q Q 00 y 00 CID 00 0 00 U p � ZZ 11J ,! � N� J 0 W N � W 00ft% 00I apZoNXNWU Q II.IL �••. Cc Z 0 U CD o D W _j 0, _j V-- 00 N 0 0 3 v W W m�_j Z NWW OLL rt a C1� JO(nVERTICAL CL 0 O � U U a PROJECT NO.: O DRAWN BY: Jac ISSUE DATE: 03 -07-05 SHEET REV.: 00 -M -05 N.E. 21D CT ST^. 0+50-00 TO STA. 23 +24.55 SAWARY �R AND WATER PLAN AND r C26 cc : s• srv�o�4 c�✓) �� w Q 3 z Z 0 0 Q N 4 N I N 04 v X Q II.IL �••. Cc Z 0 U CD o D W _j 0, _j V-- 00 N 0 0 3 v W W m�_j Z NWW OLL rt JO(nVERTICAL CL PROJECT NO.: O DRAWN BY: Jac ISSUE DATE: 03 -07-05 SHEET REV.: 00 -M -05 N.E. 21D CT ST^. 0+50-00 TO STA. 23 +24.55 SAWARY �R AND WATER PLAN AND r C26 cc : s• srv�o�4 c�✓) �� w REVISIONS O P •f a o O +% O } W 0 LL Z 01- � �- U � 0 LN N.E. z U M 0 m W a z t 4 chi I- W W €j V Ua: as I gW rno Z J ug u- IE 8" .50 4-0 0C �„ � E - co <= O N r < � c 0 O Q IE 6" ocp 0 � a`L c� rn O� J JN< Q_ �QQD -' Z J � a W ZZ°C wJ Q O 10 � � co r- N cr �c Q W it OF- 0 co tn Z U1 Q O P •f a o O +% O } W 0 LL Z 01- � �- 0 � 0 LN N.E. ct 3E II Z Z �Q W €j V Ua: as I o rno O cE IE 8" .50 ENF E IE 8" � N Aa � c 0 ,` C c' IE 6" ocp 0 � a`L c� O P •f a o O J } 0 L_ STA. ANACORTES 29 +95.37, 5.00' L � �• U LN N.E. ct ..zz II Z "4Wg w w 0 €j V t� Z I o O O u IE 8" 4 W Q IE 8" (IN) W = 384.43 W W 00 V U O O W W z 0� ix O 6. U. O O 5; r r 0: or V V W W as W W S S 0 • 1 1 1 23 ' PAD = 395.0 I I I I ------- - -_ -_L I PAD = 395.5 STA. 29 +95.37, 5.00' IL ANACORTES PL N. E. (STA. 12 +87.24 CENTERLINE N. E. 2ND LN) SSMH No. 1 I RIM = 394.48 IE 8„ (OU T) E = 384.3 I IE 8 (IN) W 384.4 IE_ 8" _IN _NE =384.4 E 6~`' IN SW : 384.. 4� - STA. 30+11.63P 11. 44' -� ANACORTES PL NE . (STA. 12 +64.91 1 �. 00' N. E. 2ND LN) 1 -8 "TEE (MJxaxF L) W/CONC. BLKG- 3-8" GATE VAL 4S (M+FL) 25 ____L_ PAD = 396.0 FT lA I i I I I 26 i-- PAD = 397.0 I I I I I I r� m �! 1 i fl �I I i �i W7�.��•�!� wwP -��. �R WHITMAN PL N.E. Li z z v� 11 z J v�N � Q� 4; �z rnz00 rn ;+ CIN V V V I / as / PAD = 395.5 ' 1 I 1 33 I I I I PAD = 396.5 I I - STA. 30+11.63, 14.44' R ANACORTES LN N.E. (STA. 12 +64.91 12.00' R N.E. 2ND LN) _ 1 -8 "TEE (MJxFLxFL) W/CONC. BLKG. 3 -8" GATE VALVES (MJxFL) STA. 30 +23.92, 12.00' R ANACORTES LN N.E. 1-8 " 11 114' BEND (MJ) W /CONC. BLKG. STA. 30 +41.800 12.00' R 1 -8 "x6" TEE (MJxFI) 1-6 " GATE VALVE (FLxMJ) 13LF 6" D.1. P. 1--5 1/4" MVD F.H. ASS'Y r -- - - W/CONC. BLKG SEC. 159 Twp'm 23 N., RNG9 5 E., W.M. 50 64 / PAD = 397.0 T 3 / S A. 2 +06.85, 3.81 L / / SSMH No. 8 l I I I I 1 / RIM 398.20 IE 8 (OU T) SW = 390.10 I I 1 / IE 8" (IN) N = 390.20 l I '�2 1 IE 6 " (IN) E =390-20 I PAD 6 99.0 I P.ID = 1 / LOT 37 / ( 100,5 1 / 1 " WA TER ME TER (TYP. SEE NOTE) IN V. J / - V. = 1 --- 92.0 1 0 L 1 + I 11 F 8" PVC +pc \ S4.0314 p � 1 w 1 ri A D • f`- I I 1-- .•� 1 I- I N V. ,� �. T I _ - 1 392.0 I I I I IN V. _ I I I I I I I I I 393.0-1 I I N v= 1 I IN V. = 1 I I I 1 1 394.0 1 95.0 1 I 1 1 11 WA TER ME TER I I I 1 1 I (11•YP. SEE NOTE) I I I I 38 1 1 1 1 I I 1 PbD = 401.01 I 35 1 1 36 1 1: 37 I I I 1 I PAD 398.0 I 1 PAD = 399.0 I I PAD = 400. I I 1 I I 1 i i SCALE: HORIZONTAL 1' = 20 VERTICAL 1' = 5' FILL AND COMPACT ROADWAY .............. PRISM TO FINISHED GRADE BEFORE EXCAVATION FOR INSTALLATION OF WATER LINE L 36" MIN. CO VER 1 `'F 6" CLEAR L �--; (MIN.) = 0.0269 18LF 8" D.I.P. ,211 LF 8 PVC S-- 2 z so ? 00 ���0+ q cp + N ® of �o 7 ►� �` V_ ® of ao z ± ®00 ��p� ��o + ®06� -+ 00 `O in 2 II `" STA.32 +06.85, 3.81 L SSMH No. 8 ? N RIM = 398.20 IE 8" (OUT) SW = 390.10 EXISTING IE 8" (IN) N = 390.20 CENTERLINE ELEVATION IE 6" (IN) E = 390.20 PROPOSED FINISHED LOT 37 CEN TE'RLINE ELEVA TION .00 0 . 4 O v 0 V)n O1 0 g M Q1 00$ 00$ pn M pn M w) EXISTING GRADE FINISHED r GRADE 6 " CLEAR (441N.) 'p D I. P. 353LF 8 PVC 5= 0.0314 L13LF 8" D.I.P. J U 0 L_ STA. ANACORTES 29 +95.37, 5.00' L � Q LN N.E. ct J (STA. 12 +87.24 CENTERLINE U o N. E. 0 N~ � W 0 > No. 1 OOZ�NXNWU 11 cr IL %ftoo LL W Y O u IE 8" 4 W Q IE 8" (IN) W = 384.43 IE 8" (IN) NE =384.43 0 IE 6" (1N) SW =384.43 � rn C4 J J Q_ w� W J u ci a Q r- N LaJ ~ co tn 0 O CD W W 00 V U O O W W z 0� ix O 6. U. O O 5; r r 0: or V V W W as W W S S 0 • 1 1 1 23 ' PAD = 395.0 I I I I ------- - -_ -_L I PAD = 395.5 STA. 29 +95.37, 5.00' IL ANACORTES PL N. E. (STA. 12 +87.24 CENTERLINE N. E. 2ND LN) SSMH No. 1 I RIM = 394.48 IE 8„ (OU T) E = 384.3 I IE 8 (IN) W 384.4 IE_ 8" _IN _NE =384.4 E 6~`' IN SW : 384.. 4� - STA. 30+11.63P 11. 44' -� ANACORTES PL NE . (STA. 12 +64.91 1 �. 00' N. E. 2ND LN) 1 -8 "TEE (MJxaxF L) W/CONC. BLKG- 3-8" GATE VAL 4S (M+FL) 25 ____L_ PAD = 396.0 FT lA I i I I I 26 i-- PAD = 397.0 I I I I I I r� m �! 1 i fl �I I i �i W7�.��•�!� wwP -��. �R WHITMAN PL N.E. Li z z v� 11 z J v�N � Q� 4; �z rnz00 rn ;+ CIN V V V I / as / PAD = 395.5 ' 1 I 1 33 I I I I PAD = 396.5 I I - STA. 30+11.63, 14.44' R ANACORTES LN N.E. (STA. 12 +64.91 12.00' R N.E. 2ND LN) _ 1 -8 "TEE (MJxFLxFL) W/CONC. BLKG. 3 -8" GATE VALVES (MJxFL) STA. 30 +23.92, 12.00' R ANACORTES LN N.E. 1-8 " 11 114' BEND (MJ) W /CONC. BLKG. STA. 30 +41.800 12.00' R 1 -8 "x6" TEE (MJxFI) 1-6 " GATE VALVE (FLxMJ) 13LF 6" D.1. P. 1--5 1/4" MVD F.H. ASS'Y r -- - - W/CONC. BLKG SEC. 159 Twp'm 23 N., RNG9 5 E., W.M. 50 64 / PAD = 397.0 T 3 / S A. 2 +06.85, 3.81 L / / SSMH No. 8 l I I I I 1 / RIM 398.20 IE 8 (OU T) SW = 390.10 I I 1 / IE 8" (IN) N = 390.20 l I '�2 1 IE 6 " (IN) E =390-20 I PAD 6 99.0 I P.ID = 1 / LOT 37 / ( 100,5 1 / 1 " WA TER ME TER (TYP. SEE NOTE) IN V. J / - V. = 1 --- 92.0 1 0 L 1 + I 11 F 8" PVC +pc \ S4.0314 p � 1 w 1 ri A D • f`- I I 1-- .•� 1 I- I N V. ,� �. T I _ - 1 392.0 I I I I IN V. _ I I I I I I I I I 393.0-1 I I N v= 1 I IN V. = 1 I I I 1 1 394.0 1 95.0 1 I 1 1 11 WA TER ME TER I I I 1 1 I (11•YP. SEE NOTE) I I I I 38 1 1 1 1 I I 1 PbD = 401.01 I 35 1 1 36 1 1: 37 I I I 1 I PAD 398.0 I 1 PAD = 399.0 I I PAD = 400. I I 1 I I 1 i i SCALE: HORIZONTAL 1' = 20 VERTICAL 1' = 5' FILL AND COMPACT ROADWAY .............. PRISM TO FINISHED GRADE BEFORE EXCAVATION FOR INSTALLATION OF WATER LINE L 36" MIN. CO VER 1 `'F 6" CLEAR L �--; (MIN.) = 0.0269 18LF 8" D.I.P. ,211 LF 8 PVC S-- 2 z so ? 00 ���0+ q cp + N ® of �o 7 ►� �` V_ ® of ao z ± ®00 ��p� ��o + ®06� -+ 00 `O in 2 II `" STA.32 +06.85, 3.81 L SSMH No. 8 ? N RIM = 398.20 IE 8" (OUT) SW = 390.10 EXISTING IE 8" (IN) N = 390.20 CENTERLINE ELEVATION IE 6" (IN) E = 390.20 PROPOSED FINISHED LOT 37 CEN TE'RLINE ELEVA TION .00 0 . 4 O v 0 V)n O1 0 g M Q1 00$ 00$ pn M pn M w) EXISTING GRADE FINISHED r GRADE 6 " CLEAR (441N.) 'p D I. P. 353LF 8 PVC 5= 0.0314 L13LF 8" D.I.P. 1 11 30+40 O � N � 41 p� %T+zo 31+so Ftc)LL 2 0.0 32+00 ,� o 00 O m VW) z o ®c� ti >;�a In ? II q� O (S t� 32 +40 410 r"To1 CC U 400 395 �5 20 0 10 20 40 GRAPHC SCALE SCALE 1'= 20 i i KEY MAP 1 n M yERTlC,ql DATUM c nv - ftkd� CITY OF RENTON, NAVD 88 CONTOUR INTERVAL = 2' BENCHMARK BASE: KING COUNTY POINT # RENT1852: FOUND PUNCH IN 3" KING COUNTY SURFACE BRASS DISC AT THE STREET INTERSECTION OF NE 4TH STREET AND 148TH AVE. SE MARKING THE NORTHWEST CORNER OF SECTION 14, TOWNSHIP 23N., RANGE 5E., W.M. ELEVATION= 454.78 FEET. SI TE: SET COTTON GIN SPIKE 19.1' SOUTHWEST OF THE WEST COLUMN OF GATE. ELEVATION= 407.96 FEET. BAW OF ffiAFUNG TRUE NORTH. BASED UPON GLOBAL POSITIONING S YS Tc M (GPS) LAMBERT GRID WASHINGTON STATE NORTH ZONE COORDINATES. A CONVERGENCE ANGLE OF 00'58'30.28" COUNTERCLOCKWISE WAS APPLIED AT A PUNCH MARK IN 3" KING COUNTY SURFACE BRASS DISC, AT THE STREET INTERSECTION OF NE 4TH ST. ANO 148TH AVE. SE, MARKING THE NORTHEAST CORNER OF SECTION 15, TOWNSHIP 23 NORTH, RANGE 5 EAST OF THE WILLAMETTE MERIDIAN. THE NORTH AMERICAN DATUM OF 198311991 (NAD 83191) GRID COORDINATES WERE FOUND TO BE 180903.998 / 1316622.321 AT THAT POINT. THE INVERSE OF BOTH THE SEA LEVEL CORRECTION FACTOR OF 0.999981824 AND THE GRID SCALE FACTOR OF 1.000002187 WAS APPLIED TO THE GRID COORDINATES FOR SHOWN GROUND DISTANCES. tv'OTE ALL WA TER METER'S TO BE RECOMMENDED FOR APPROVAL RY! BY: G A D1 0� �1 cl s it k N *A L 4 13105 EXPIRES MAY 6, 2007 2 L_ STA. ANACORTES 29 +95.37, 5.00' L 00 LN N.E. ct vj a (STA. 12 +87.24 CENTERLINE t Z to o N. E. 2ND LN) N~ � W SSMH No. 1 OOZ�NXNWU 11 cr IL %ftoo LL RIM = 394.48 u IE 8" (OUT) E = 384.33 IE 8" (IN) W = 384.43 IE 8" (IN) NE =384.43 0 IE 6" (1N) SW =384.43 rn C4 •� O u W w� r' u 1 11 30+40 O � N � 41 p� %T+zo 31+so Ftc)LL 2 0.0 32+00 ,� o 00 O m VW) z o ®c� ti >;�a In ? II q� O (S t� 32 +40 410 r"To1 CC U 400 395 �5 20 0 10 20 40 GRAPHC SCALE SCALE 1'= 20 i i KEY MAP 1 n M yERTlC,ql DATUM c nv - ftkd� CITY OF RENTON, NAVD 88 CONTOUR INTERVAL = 2' BENCHMARK BASE: KING COUNTY POINT # RENT1852: FOUND PUNCH IN 3" KING COUNTY SURFACE BRASS DISC AT THE STREET INTERSECTION OF NE 4TH STREET AND 148TH AVE. SE MARKING THE NORTHWEST CORNER OF SECTION 14, TOWNSHIP 23N., RANGE 5E., W.M. ELEVATION= 454.78 FEET. SI TE: SET COTTON GIN SPIKE 19.1' SOUTHWEST OF THE WEST COLUMN OF GATE. ELEVATION= 407.96 FEET. BAW OF ffiAFUNG TRUE NORTH. BASED UPON GLOBAL POSITIONING S YS Tc M (GPS) LAMBERT GRID WASHINGTON STATE NORTH ZONE COORDINATES. A CONVERGENCE ANGLE OF 00'58'30.28" COUNTERCLOCKWISE WAS APPLIED AT A PUNCH MARK IN 3" KING COUNTY SURFACE BRASS DISC, AT THE STREET INTERSECTION OF NE 4TH ST. ANO 148TH AVE. SE, MARKING THE NORTHEAST CORNER OF SECTION 15, TOWNSHIP 23 NORTH, RANGE 5 EAST OF THE WILLAMETTE MERIDIAN. THE NORTH AMERICAN DATUM OF 198311991 (NAD 83191) GRID COORDINATES WERE FOUND TO BE 180903.998 / 1316622.321 AT THAT POINT. THE INVERSE OF BOTH THE SEA LEVEL CORRECTION FACTOR OF 0.999981824 AND THE GRID SCALE FACTOR OF 1.000002187 WAS APPLIED TO THE GRID COORDINATES FOR SHOWN GROUND DISTANCES. tv'OTE ALL WA TER METER'S TO BE RECOMMENDED FOR APPROVAL RY! BY: G A D1 0� �1 cl s it k N *A L 4 13105 EXPIRES MAY 6, 2007 0j .O V-- QQ 0000 � O co 0 000 t Z to I U to 0 J 0 W N N~ � W o�Z,..�oo OOZ�NXNWU 11 cr IL %ftoo LL IL u cis 0 tv •� O u W w� r' u ci a Q 3 z 0 Z 0 Q N M 4 W o N DN In X J O a: U coo Z J W J a) N � 3 ac N v w 04 }} _j.. F-�JW a: z Wa: Q: wipQp omNwI F lL J Of co a- PROJECT NO.: 02064 DRAWN BY IOC ISSUE DATE: 03 -07-05 SHEET REV.: 08 -13 -05 ANACXDRTES PL N.E. STA, 294".40 TO STA. 32 +50.00 SAWAR'Y wAfER AID WATER PLAN AND PROF�E � J C271 4 /w r _ �J J r � N REVISIONS P O �r CO= J CSI Q z •i z - II u W�s 1 w O W � � = W J L •�% O U 00 M 40vp " V► w �E N U +� • A o Z z z z Z M a W M 31 W LX 010 0 W �E :2%- Z N _I (%1 0 «.� T -F- c� a: a- "E J �Z �Q a, c o, Oa �• Z Q a: 0 O CL -1 01 J QD N N (S Q � 0 3 c� Iq J ��y �_j ° Z W W cc Q W ZZO: Li R W W IL 3 a U) U) _j W�Q Q (� U z N N Q� P O �r CO= J CSI Q z •i z - II u W�s 1 w O W � � = W J L •�% O U a4- 4L) 0 LL Z 40vp " V► w �E 00 0 • A o Z �a -- W a U oc a 31 0 010 0 J �E :2%- O n) (%1 m'E V W "E J �c o a, c o, o U �O W P O �r CO= J CSI Q z •i z - II u W�s 1 w O W � � = W J W O z Q Z 20 Wz o IX o Z W Is. V1 NO 5 LLJ J V H V Q W W cn 0. N 0 LLI V) ass W W Ir (L mmarli 0 SEC. 15, TWPe 23 N., RNG. 5 E., W.M. 1 I I I I I I __ I I 1 I I I i I �1 � I I � I I 59 I $ 1 I I PAD = 403.0 I I PAD= 402.0 - .J__. -- - - - -- - - - - - - - - -� I 1 " WA TER ME TER I I - 1 6 " PVC I I ° I I I (T1'P. SEE NOTE) I I - 1 I I I I S=0.0200 i 1 62 1 1 61 Llu1"._(TYP.) - - - - - - - - - - L - i 00 ----------------- 1 PAD 40Q.5 1 PAD = 401.5 I STA. 33+91.68, 12.00' R �� p -m6 I I 1 - -- _ e, -- N 0 A 1 IELr fFLj - - 1 I I I 1 1 1 -8" GATE VALVE (MJxFL) ( - I 7 I I a, ° = 1 1 I I 1 1 I ( 1-8" ADAPTOR (MJxFL) PAD 404.0 1 INV. = I I INV. = 1 -6" GATE VALVE (FLxMJ) 1 394.5 I I 395.5 dp 38LF 6" D.I.P. 1 ( I PAD =1 403.0 1 -5 1/4" MVD F.H. ASS'Y • 00 -- ,�- - - - -- - - - - - - - - - - -i 1 1 W/COvC. BLKG I L. `ST�33f37.38; 5�t7 L� • ---------------- 1 I I 1 SSMH No. 9 � - - - � ( � - - - - -�I �1_ - - -RIM = 402.06 N - ' I I - IE- 8" i0o 77 -5 3R. U;f 1 IE 6 (IN) E --394.14 6 LOT 40 W PAD = 405.0 1 W I ' I oX " ANAC PL N.E. I I 5 131LF. 8 PVC I o - J----------- - - - --f uJ r .0 +w S=40314 � - - N +00 - + 9 212 LF 8" PVC .� mom 1 ox ox 1 S_0.0050 ----- - - - - -- , I I II Z :3 ° 353LF 8" D.I.P. N 50LF 8i O. P H I I - ca • I 1 PAD = 405.5 V Go 1 , S T 21 + 00.28, 12.00' L 1 1- TEE (MJxFLxMJ) I W ONC. BLKG. . I 3- " GATE VALVES (MJxFL) I l.. I J_ I J... t s _�_----------- - - - --1 nI -- -- - - -- 1 I I I IN = I I I INV. - I 1 "� - � �''� I°-- -----±----------- I I I I I 6 PVC V. 1 I 1 I I 396.0 1 1 397.0 1 1 S = 0.0200 1 I STA. 35 +51.6±, 1.0± LI e 1 I 1" WATER METER I I I I MIN. (TYP,) SS CLEANOUT I 1 I I (T YP. SEE NOTE) I I I I I T • I RIM "� 411.3± I i 1 I I I I I I I+ I I I I I IE 8= 395.20 1 ! 1498 1 39 I 40 1 1 41 1 + 4 I 1 PALS =I I PAD = 402.0 ( I I PAD = 403.0 1 I bAD = 405. Q / I I PAD = 406.0 1 1 401.01 1 I I I I I SCALE HORIZONTAL 1' = 20 VERTICAL 1' = 5' 415 FILL AND COMPACT ROADWAY - 415 PROJECT 415 PRISM TO FINISHED GRADE BEFORE EXCAVATION FOR ELMHURST INSTALLATION OF WATER LINE STA. 33 +91.68, 12.00' R 4i R -O -W 1 -8 "x6" TEE (FL) Z N 410 N .1- 8 �" GATE VALVE (MJxFL) ? LOT 6 4� V 1 -8 ADAPTOR (MJxFL) z � 1 -6" GATE VALVE (FLxMJ) N 4 2 00 v 38LF 6 D.I.P. It Q: Lu 0 Z w FINISHED 1 -5 1/4" MVD F.H. ASS'Y �"� 4j (n C%4 N 405 GRADE W /GONG. BLKG w �/� EXISTING `t V z 405 GRADE II w -- - ----__ - -- - -- - - - - - - - - - - -- - - - - - - - - - - - - - - JI 12" STORM 50LF 8" D.I.P. �- f" - 36 " MIN. 4W t COVER 4UO 6 CLEAR (MIN.) 353LF 8" D.f.P. t JI Z 6 " CLEAR �„� L� (MIN.) 126 LF 8" PVC S=0.0050 395 Q 395 g" PVC Sa0.03 4 131LF STA. 21 +00.28, 12.00' L 1 -8" TEE (FL) STA. 33+37.38, 5.00 L W/CONC. BLKG. 2 SSMH No. 9 3 -8" GATE VALVES (MJxFL) OD Z N -,. RIM "� 402.06 STA. 20 +87.61 5.00' R z + IE 8," (OUT) S = 394.04 ♦� + IE 6 (IN) E =394.14 EXISTING SSMH #7 o LOT 40 CENTERLINE ELEVATION RIM - 403.86 STA. 35 +51.6±, 1.0'± L M ON P) N ? 11 :. IE 8" (IN) E = 394.56 SS CLEANOUT p . 0$ PROPOSED FINISHED IE 8 (IN) N = 394.56 RIM = 411.3± cn ? II.�. V �' 4 CENTERLINE ELEVATION _ : N 2 n: IE 8 (OUT) W- 394.46 IE 8 (OUT) S 395.20 000 'a 00 W) op lip 8$ 80 SO °o 04 0 0 0 0 O a •r v� �� V 32 +80 33 +20 33 +60 34+00 34 +40 34 +80 35 +20 r ROLL 2 0 0 :z 20 0 10 20 40 GRAPHIC SCALE SCALE : 1' = 20 I 9 1. KEY MAP VERTrCAL DATUM 42 J U 0 V �■�I w taU s~ 0 Q 45 • A o 46 47 0 W 31 0 010 0 J Y O (%1 Q V W cc a J o Z o U �O W -1 01 J QD N (S Q � 0 3 c� Iq �_j ° Z W W cc a .. p mcQO It Li w w o- -i _j _j Q O N N w ~ I I I Q 0 U 00 U in U 0 r 0 0 0 m > > W O z Q Z 20 Wz o IX o Z W Is. V1 NO 5 LLJ J V H V Q W W cn 0. N 0 LLI V) ass W W Ir (L mmarli 0 SEC. 15, TWPe 23 N., RNG. 5 E., W.M. 1 I I I I I I __ I I 1 I I I i I �1 � I I � I I 59 I $ 1 I I PAD = 403.0 I I PAD= 402.0 - .J__. -- - - - -- - - - - - - - - -� I 1 " WA TER ME TER I I - 1 6 " PVC I I ° I I I (T1'P. SEE NOTE) I I - 1 I I I I S=0.0200 i 1 62 1 1 61 Llu1"._(TYP.) - - - - - - - - - - L - i 00 ----------------- 1 PAD 40Q.5 1 PAD = 401.5 I STA. 33+91.68, 12.00' R �� p -m6 I I 1 - -- _ e, -- N 0 A 1 IELr fFLj - - 1 I I I 1 1 1 -8" GATE VALVE (MJxFL) ( - I 7 I I a, ° = 1 1 I I 1 1 I ( 1-8" ADAPTOR (MJxFL) PAD 404.0 1 INV. = I I INV. = 1 -6" GATE VALVE (FLxMJ) 1 394.5 I I 395.5 dp 38LF 6" D.I.P. 1 ( I PAD =1 403.0 1 -5 1/4" MVD F.H. ASS'Y • 00 -- ,�- - - - -- - - - - - - - - - - -i 1 1 W/COvC. BLKG I L. `ST�33f37.38; 5�t7 L� • ---------------- 1 I I 1 SSMH No. 9 � - - - � ( � - - - - -�I �1_ - - -RIM = 402.06 N - ' I I - IE- 8" i0o 77 -5 3R. U;f 1 IE 6 (IN) E --394.14 6 LOT 40 W PAD = 405.0 1 W I ' I oX " ANAC PL N.E. I I 5 131LF. 8 PVC I o - J----------- - - - --f uJ r .0 +w S=40314 � - - N +00 - + 9 212 LF 8" PVC .� mom 1 ox ox 1 S_0.0050 ----- - - - - -- , I I II Z :3 ° 353LF 8" D.I.P. N 50LF 8i O. P H I I - ca • I 1 PAD = 405.5 V Go 1 , S T 21 + 00.28, 12.00' L 1 1- TEE (MJxFLxMJ) I W ONC. BLKG. . I 3- " GATE VALVES (MJxFL) I l.. I J_ I J... t s _�_----------- - - - --1 nI -- -- - - -- 1 I I I IN = I I I INV. - I 1 "� - � �''� I°-- -----±----------- I I I I I 6 PVC V. 1 I 1 I I 396.0 1 1 397.0 1 1 S = 0.0200 1 I STA. 35 +51.6±, 1.0± LI e 1 I 1" WATER METER I I I I MIN. (TYP,) SS CLEANOUT I 1 I I (T YP. SEE NOTE) I I I I I T • I RIM "� 411.3± I i 1 I I I I I I I+ I I I I I IE 8= 395.20 1 ! 1498 1 39 I 40 1 1 41 1 + 4 I 1 PALS =I I PAD = 402.0 ( I I PAD = 403.0 1 I bAD = 405. Q / I I PAD = 406.0 1 1 401.01 1 I I I I I SCALE HORIZONTAL 1' = 20 VERTICAL 1' = 5' 415 FILL AND COMPACT ROADWAY - 415 PROJECT 415 PRISM TO FINISHED GRADE BEFORE EXCAVATION FOR ELMHURST INSTALLATION OF WATER LINE STA. 33 +91.68, 12.00' R 4i R -O -W 1 -8 "x6" TEE (FL) Z N 410 N .1- 8 �" GATE VALVE (MJxFL) ? LOT 6 4� V 1 -8 ADAPTOR (MJxFL) z � 1 -6" GATE VALVE (FLxMJ) N 4 2 00 v 38LF 6 D.I.P. It Q: Lu 0 Z w FINISHED 1 -5 1/4" MVD F.H. ASS'Y �"� 4j (n C%4 N 405 GRADE W /GONG. BLKG w �/� EXISTING `t V z 405 GRADE II w -- - ----__ - -- - -- - - - - - - - - - - -- - - - - - - - - - - - - - - JI 12" STORM 50LF 8" D.I.P. �- f" - 36 " MIN. 4W t COVER 4UO 6 CLEAR (MIN.) 353LF 8" D.f.P. t JI Z 6 " CLEAR �„� L� (MIN.) 126 LF 8" PVC S=0.0050 395 Q 395 g" PVC Sa0.03 4 131LF STA. 21 +00.28, 12.00' L 1 -8" TEE (FL) STA. 33+37.38, 5.00 L W/CONC. BLKG. 2 SSMH No. 9 3 -8" GATE VALVES (MJxFL) OD Z N -,. RIM "� 402.06 STA. 20 +87.61 5.00' R z + IE 8," (OUT) S = 394.04 ♦� + IE 6 (IN) E =394.14 EXISTING SSMH #7 o LOT 40 CENTERLINE ELEVATION RIM - 403.86 STA. 35 +51.6±, 1.0'± L M ON P) N ? 11 :. IE 8" (IN) E = 394.56 SS CLEANOUT p . 0$ PROPOSED FINISHED IE 8 (IN) N = 394.56 RIM = 411.3± cn ? II.�. V �' 4 CENTERLINE ELEVATION _ : N 2 n: IE 8 (OUT) W- 394.46 IE 8 (OUT) S 395.20 000 'a 00 W) op lip 8$ 80 SO °o 04 0 0 0 0 O a •r v� �� V 32 +80 33 +20 33 +60 34+00 34 +40 34 +80 35 +20 r ROLL 2 0 0 :z 20 0 10 20 40 GRAPHIC SCALE SCALE : 1' = 20 I 9 1. KEY MAP VERTrCAL DATUM 42 Q 3 4 V �■�I 44 taU s~ 0 x 45 • A o 46 47 W 31 30 010 0 J ` LN 0-N 04 Va 28 29 J Q IL Z CITY OF RENTON, NAVD 88 CONTOUR INTERVAL = 2' BENCHMARK 1 ri 1 BASE: KING COUNTY POINT # RENT 1852: FOUND PUNCH IN 3" KING COUNTY SURFACE BRASS DISC AT THE S TREE T INTERSECTION OF NE 4 i'H STREET AND 148TH AVE. SE MARKING THE NORTHWEST CORNER OF SECTION 14, TOWNSHIP 23N., RANGE 5E., W.M. ELEVA770N= 454.78 FEET. SI TE: SET COTTON GIN SPIKE 19.1' SOUTHWEST OF THE WEST COLUMN OF GATE. ELEVATION= 40796 FEET. BASIS OF BEARNG TRUE NORTH. BASED UPON GLOBAL POSITIONING SYSTEM (GPS) LAMBERT GRID WASHINGTON STATE NORTH ZONE COORDINATES. A CONVERGENCE ANGLE OF 00058'30.28" COON TERCL OCK WISE WAS APPLIED AT A PUNCH MARK IN 3" KING COUNTY SURFACE BRASS DISC, AT THE STREET INTERSECTION OF NE 4TH ST. AND 148TH AVE. SE, MARKING THE NORTHEAST CORNER OF SECTION 15, TOWNSHIP 23 NORTH, RANGE 5 EAST OF THE WILLAMETTE MERIDIAN. THE NORTH AMERICAN DATUM OF 198311991 (NAD 83191) GRID COORDINATES WERE FOUND TO BE 180903.998 / 1316622.321 AT THAT POINT. THE INVERSE OF BOTH THE SEA LEVEL CORRECTION FACTOR OF 0.999981824 AND THE GRID SCALE FACTOR OF 1.000002187 WAS APPLIED TO THE GRID COORDINATES FOR SHOWN GROUND DISTANCES. ALL WA T FR METER'S TO BE I" FR��2'S7� 5lw 49 X/6o� RECOMMENDED FOR APPROVAL fly: BY: % A.0/ O 2 J A '-*V 1 EXPIRES MAY 6, 2007 (do 00 '0) r o r 00 Q Q ao 00 0 00 00 .. V ZZ to oF_ zpWN N (n Z J o ~Zu�..�mW aOZoNxNWU �tir(L Qi��a- 5 rPROJECTNO: O20S4 DRAWN BY; Jac ISSUE DATE: 03-07 SHEET REV.: 00 -08-05 ANAOORTES PL N.E. STA. 32 +50.00 TO STA. 34 +28.99 SANiTAFnr AND WATER FLAN AND C28 sp • I 4 Q 3 Z V �■�I 0 taU s~ 0 x • �■■� • A o U b4 W w •� 010 0 J > cl W 0-N 04 Va rPROJECTNO: O20S4 DRAWN BY; Jac ISSUE DATE: 03-07 SHEET REV.: 00 -08-05 ANAOORTES PL N.E. STA. 32 +50.00 TO STA. 34 +28.99 SANiTAFnr AND WATER FLAN AND C28 sp • I 4 Q 3 Z Z 0 0 N 4 010 0 c\j N W 0-N 04 J Q IL Z o U �O W -1 01 J QD N (S Q � 0 3 c� Iq �_j ° Z W W cc .. p mcQO It LL _j c'b En CL rPROJECTNO: O20S4 DRAWN BY; Jac ISSUE DATE: 03-07 SHEET REV.: 00 -08-05 ANAOORTES PL N.E. STA. 32 +50.00 TO STA. 34 +28.99 SANiTAFnr AND WATER FLAN AND C28 sp • I 4 REVISIONS M O� U � � M2 r W J W � a O W sa: o;t° N 0- > Z _tea QOz Q t11 � cc J�Z W Z Wa� W Q Q Z� W w F- W z m� 0 0 LL Z N oo ��- �.c F- 3 E Z ua W zw a �c cn o cE v%_ .50 ME_ .ate 1 C *N -- c rn C v, a �- 0 a 0. Q•� :4 O1 J 50 C4 t z IIz W a w V w W V I W N 4� 415 im Ill i i i SECO �5 P. 23 RNGs E. Ill /. M. I r ---- - - -�-_ I]--- �------ .------ - - - --, I `� I r--- _ _1 1 I I I I - _ _ - -- --- - - - - -- - -- --- I I I I I I 1 1 -- -- - - -- Z ca I 31 I I 48 1 1 47 I I I 46 I I 45 I I 44 I I 1 I N R I _ I I PAD = 401.0 I 'PAD _ I I I I I I I I I 28 I ( I PAD = 399.0 I i I I I I = 403.0 I PAD 404. 1 ( PAD = 405.0 I �I PAD = 406.0 I I PA 407.0 1 • I 1 PAD = 397 5 I w o -� I I I I I I ( 0 -J --------- - - - - -- J ( I; 1 WATER METEf? cv (T YP. SEE NO TF) 1 I I I I I I I I l__ I I I I I I I I I I 1 I STA. 184 - 20.2 ±. 13.9f t. I oc� I BREMc- t? 1 'ON AVE. N E. -- - - - - - L - ( (STA. 10+10.2±, 12.0'±R C3 N. E. 2ND LN) I _ - - I I - I I i _ 1 ` - kEMCVt EXtr >ijNG 8" PLUG I IN V. - I I IN V. - I 1 IN V. -- I I IN V, - I I IN V. - I ( IN 1 AND JOIN EXISTING' WITH PAD 400.0 I 395.0 I I 397.0 I I I 39 .0 I I 399.0 I ( 400.0 I I I 4 1.0 1 - -�-8" -" .sR MAL _CROS& {M�L� ---I I I I I _ I T I 1 1 I 1 I I I I I I I I I I I I \ 1-8" BLIND FLANGE �� I I 1 I ( � I I 1 •� ,,,m,1 8 BLIND FLANGE W/2 I . - I - --SAP- A•N& 4"L�r- I vi 9 V 1-2" .. TEMP BLOW -OFF ASS'Y - 1 O 29 1 v1 "It-1 AIR- ,.VAC ASS'Y Q� , -Rai "'� •,� - '� -1 let PAD -- 8.0 �. 95 .V 00 11 / _�v cn 1 54LF D. P. 178LF 8 0.1 .01 .1ol 19 +00 20 +00 ;. I/ / 27 0 208LF 8" PVC - - -- x��o 1� - _ -- • � BREMERTON AVE. N.E. % - 61, PVC � -�-' - �x� x ` S= 0.0200 1 MIN. (TYP.) IN • STA. 20+14.7-f, 10.0±'L REMOVE EXISTING 8" PLUG 1 � - STA. 18+07.0±, 7.0'H L I ANd JOIN EXISTING WI TH 1 ' BRF_MERTON AVE. N.E. 1 -8 "x8" VERTICAL CROSS (MJxFL) STA., 20 +68.01, i 10.00 L - - - - 1 -8 x6 TEE (MJxFLxMJ) y / � (STA. 10 +00.2 ±, 0.2' ±R 1 -8" BLIND FLANGE 1 -6" GATE VALVE FLxMJ 1 STA, 20+14.0±, CENTERLINE_ ►� N. E. 2ND LN) X MH 1 -8 BLIND FLANGE W12 16LF 6" O.I.P. ) 1 EX. 111 It r 144). 8 E SS No. 9 TAP AND PLUG 1 -5 114" MVD F.H. ASS'Y 1 / RIM = ,39F. 7f RIM 4��3.5± 1--2" TEMP BLOW -OFF ASS'Y IE 8'" (OUT) SE = 379.26 _ IE -8 (OUT) S = 395.04 1 1-1" AIR -VAC ASS'Y W/CONC. BLKG 1 IE 8" (IN) W = 3 79.36 - IE 6 (IN) W = 395.14 I PER C.O.R. STD. D TL. 8095 LOT 1 IL 8' 'IN; N = ,319.,36 IE 8'461N N - 395.14 SEE CONNECTION DETAIL 2, SHEET C33B 1 r (IN) 1 I � 2 w fit •:; - J U (STA. 10+ 10.2 ±, 12.0'± R 00 Li 0 Q 0 ...' .............. 0(y) 0 1-8"x8" VERTICAL CROSS (MJxFL) �0wC4 1 -8" BLIND FLANGE o®^v 1 -8" BLIND FLANGE W 12" FINISHED TAP 0 GRADE 0 TEMP BLOW-OFF ASS'Y 1 -1 " AIR-VAC ASS'Y PER C.O.R. STD. DTL. 8095 Lj � � a Q LL 05 x W 10 +00.2 ±, 0.2'± R o z w a O; .•..� N. E. 2ND LN) 00 JDC + f Q0 O 3 IT w. 0)N zz _jam �OJW L+J ct Z Q_ (IN) W = 379.36 _c- v z z J a �i w i ,i J Q t U o >_ o M W U 0 r~ W Z 0: O O 5 cc V W a W S W O` 4� 415 im Ill i i i SECO �5 P. 23 RNGs E. Ill /. M. I r ---- - - -�-_ I]--- �------ .------ - - - --, I `� I r--- _ _1 1 I I I I - _ _ - -- --- - - - - -- - -- --- I I I I I I 1 1 -- -- - - -- Z ca I 31 I I 48 1 1 47 I I I 46 I I 45 I I 44 I I 1 I N R I _ I I PAD = 401.0 I 'PAD _ I I I I I I I I I 28 I ( I PAD = 399.0 I i I I I I = 403.0 I PAD 404. 1 ( PAD = 405.0 I �I PAD = 406.0 I I PA 407.0 1 • I 1 PAD = 397 5 I w o -� I I I I I I ( 0 -J --------- - - - - -- J ( I; 1 WATER METEf? cv (T YP. SEE NO TF) 1 I I I I I I I I l__ I I I I I I I I I I 1 I STA. 184 - 20.2 ±. 13.9f t. I oc� I BREMc- t? 1 'ON AVE. N E. -- - - - - - L - ( (STA. 10+10.2±, 12.0'±R C3 N. E. 2ND LN) I _ - - I I - I I i _ 1 ` - kEMCVt EXtr >ijNG 8" PLUG I IN V. - I I IN V. - I 1 IN V. -- I I IN V, - I I IN V. - I ( IN 1 AND JOIN EXISTING' WITH PAD 400.0 I 395.0 I I 397.0 I I I 39 .0 I I 399.0 I ( 400.0 I I I 4 1.0 1 - -�-8" -" .sR MAL _CROS& {M�L� ---I I I I I _ I T I 1 1 I 1 I I I I I I I I I I I I \ 1-8" BLIND FLANGE �� I I 1 I ( � I I 1 •� ,,,m,1 8 BLIND FLANGE W/2 I . - I - --SAP- A•N& 4"L�r- I vi 9 V 1-2" .. TEMP BLOW -OFF ASS'Y - 1 O 29 1 v1 "It-1 AIR- ,.VAC ASS'Y Q� , -Rai "'� •,� - '� -1 let PAD -- 8.0 �. 95 .V 00 11 / _�v cn 1 54LF D. P. 178LF 8 0.1 .01 .1ol 19 +00 20 +00 ;. I/ / 27 0 208LF 8" PVC - - -- x��o 1� - _ -- • � BREMERTON AVE. N.E. % - 61, PVC � -�-' - �x� x ` S= 0.0200 1 MIN. (TYP.) IN • STA. 20+14.7-f, 10.0±'L REMOVE EXISTING 8" PLUG 1 � - STA. 18+07.0±, 7.0'H L I ANd JOIN EXISTING WI TH 1 ' BRF_MERTON AVE. N.E. 1 -8 "x8" VERTICAL CROSS (MJxFL) STA., 20 +68.01, i 10.00 L - - - - 1 -8 x6 TEE (MJxFLxMJ) y / � (STA. 10 +00.2 ±, 0.2' ±R 1 -8" BLIND FLANGE 1 -6" GATE VALVE FLxMJ 1 STA, 20+14.0±, CENTERLINE_ ►� N. E. 2ND LN) X MH 1 -8 BLIND FLANGE W12 16LF 6" O.I.P. ) 1 EX. 111 It r 144). 8 E SS No. 9 TAP AND PLUG 1 -5 114" MVD F.H. ASS'Y 1 / RIM = ,39F. 7f RIM 4��3.5± 1--2" TEMP BLOW -OFF ASS'Y IE 8'" (OUT) SE = 379.26 _ IE -8 (OUT) S = 395.04 1 1-1" AIR -VAC ASS'Y W/CONC. BLKG 1 IE 8" (IN) W = 3 79.36 - IE 6 (IN) W = 395.14 I PER C.O.R. STD. D TL. 8095 LOT 1 IL 8' 'IN; N = ,319.,36 IE 8'461N N - 395.14 SEE CONNECTION DETAIL 2, SHEET C33B 1 r (IN) 1 I � 2 w fit •:; - WALE HORIZCNV TAL 1' - 20 VERTICAL 1' = 5, EXISTING _ ..GRADE �J 36" MIN. r COVER I a,a^o rn go (STA. 10+ 10.2 ±, 12.0'± R 00 N. E. 2ND LN) 0O1 0 ...' .............. 0(y) 0 1-8"x8" VERTICAL CROSS (MJxFL) �0wC4 1 -8" BLIND FLANGE o®^v 1 -8" BLIND FLANGE W 12" FINISHED TAP AND PLUG GRADE 1- 2 ., TEMP BLOW-OFF ASS'Y 1 -1 " AIR-VAC ASS'Y PER C.O.R. STD. DTL. 8095 Lj � � Q LL (STA. 10 +00.2 ±, 0.2'± R o z w a O; .•..� N. E. 2ND LN) 00 JDC + f Q0 O 3 IT w. 0)N zz _jam �OJW L+J ct Z IE 8'" (IN) W = 379.36 _c- v z z u i 4 �i ii i ,i WALE HORIZCNV TAL 1' - 20 VERTICAL 1' = 5, EXISTING _ ..GRADE �J 36" MIN. r COVER I 1 /tOV . vv •jw � r is •1.1 is , r� _2 cn ? II EXISTING CENTERLINE ELEVATION PROPOSED FINISHED CEN TERLINE ELEVA TION 0 89 00 ►' An �I N Q + 4 v1 ? II Z.-j - FILL AND COMPACT ROADWAY a,a^o rn go loco ao 00 0� o�i6 0O1 0 Olm 0(y) 0 1 /tOV . vv •jw � r is •1.1 is , r� _2 cn ? II EXISTING CENTERLINE ELEVATION PROPOSED FINISHED CEN TERLINE ELEVA TION 0 89 00 ►' An �I N Q + 4 v1 ? II Z.-j - FILL AND COMPACT ROADWAY o K° c i 'No PRISM TO FINISHED GRADE ao 00 BEFORE EXCAVATION FOR 02 00 INSTALLATION OF WATER LINE a� •r z + O �0wC4 z z oa o®^v FINISHED N M W GRADE z p DN cq cq 178LF 8" D.1. P. M p.l. 54LF 8 �- STA. 20 +68.01, 10.00'L •1- 8 "x6 " TEE (MJxFL xMJ) 1 -6" GATE VALVE (FLxMJ) 16LF 6" 0.1. P. 1 -5 114" MVD F.H. ASS'Y r- W/CONC. BLKG 1 -8 "x8" VERTICAL CROSS (MJxFL) 1 -8" BLIND FLANGE 1 -8" BLIND FLANGE W /2" TAP AND PLUG 1 -2" TEMP BLOW -OFF ASS'Y PER C. 0. R. S TD. D TL. 8095 SEE CONNECTION DETAIL 2, SHEET C338 4 IE 6* (IN) W =395.14 . LOT 46 z + z '� i ®oov >► ") O cn - u IE 8' (IN) N =395.14 SCALE QVTAL I'm 20 040 o K° c i 'No ao °^° ao 00 O 02 00 ° a� •r •r �0wC4 C4 z ROLL200 20+40 1 :'I �+zo aw 00 420 415 m 405 �u 400 :3 U� 385 FR��2'58 20 0 10 20 40 G9APHC SCALE SCALE 1' = 20 1RACf A KEY MAP i n 1 S -3 ?460 VERTICAL DATUM �w -12 *It) CITY OF RENTON, NAVD 88 CONTOUR INTERVAL = 2' BENCHMAW BASE: KING COUNTY POINT # RENT1852: FOUND PUNCH IN 3" KING COUNTY SURFACE BRASS DISC AT THE STREET INTERSECTION OF NE 4TH STREET AND 148TH AVE. SE MARKING THE NORTHWEST CORNER OF SECTION 14, TOWNSHIP 23N., RANGE 5E., W.M. ELEVA TION = 454.78 FEET. SI TE: SET COTTON GIN SPIKE 19.1 ' SOUTHWEST OF THE WEST COLUMN OF GATE. ELEVATION= 407.96 FEET. BANS OF BEARM TRUE NORTH. BASED UPON GLOBAL POSITIONING SYSTEM (GPS) LAMBERT GRID WASHINGTON STATE NORTH ZONE COORDINATES. A CONVERGENCE ANGLE OF 00'58'30.28" COUNTERCLOCKWISE WAS APPLIED AT A PUNCH MARK IN 3" KING COUNTY SURFACE BRASS DISC, AT THE S TREE T INTERSECTION OF NE 4TH ST. AND 148TH AVE. SE, MARKING THE NORTHEAST CORNER OF SECTION 15, TOWNSHIP 23 NORTH, RANGE 5 EAST OF THE WILLAMETTE MERIDIAN. THE NORTH AMERICAN DATUM OF 198311991 (NAD 83191) GRID COORDINATES WERE FOUND TO BE 180903.998 / 1316622.321 AT THAT POINT. THE INVERSE OF BOTH THE SEA LEVEL CORRECTION FACTOR OF 0.999981824 AND THE GRID SCALE FA C TOR OF 1.000002187 WAS APPLIED TO THE GRID COORDINATES FOR SHOWN GROUND DISTANCES. NOTE • ALL WATER METER'S TO BE I" RECOMMENDED FOR APPROVAL. RY: - - BY: A. D/ .C-) Z4VW.,V 'r' .E�� A ` 505 EXPIRES MAY 6, 2007 U) Q 3 VERTCAL 1' = 5' �v 60o ^v �� f0 a� •r •r �0wC4 1 :'I �+zo aw 00 420 415 m 405 �u 400 :3 U� 385 FR��2'58 20 0 10 20 40 G9APHC SCALE SCALE 1' = 20 1RACf A KEY MAP i n 1 S -3 ?460 VERTICAL DATUM �w -12 *It) CITY OF RENTON, NAVD 88 CONTOUR INTERVAL = 2' BENCHMAW BASE: KING COUNTY POINT # RENT1852: FOUND PUNCH IN 3" KING COUNTY SURFACE BRASS DISC AT THE STREET INTERSECTION OF NE 4TH STREET AND 148TH AVE. SE MARKING THE NORTHWEST CORNER OF SECTION 14, TOWNSHIP 23N., RANGE 5E., W.M. ELEVA TION = 454.78 FEET. SI TE: SET COTTON GIN SPIKE 19.1 ' SOUTHWEST OF THE WEST COLUMN OF GATE. ELEVATION= 407.96 FEET. BANS OF BEARM TRUE NORTH. BASED UPON GLOBAL POSITIONING SYSTEM (GPS) LAMBERT GRID WASHINGTON STATE NORTH ZONE COORDINATES. A CONVERGENCE ANGLE OF 00'58'30.28" COUNTERCLOCKWISE WAS APPLIED AT A PUNCH MARK IN 3" KING COUNTY SURFACE BRASS DISC, AT THE S TREE T INTERSECTION OF NE 4TH ST. AND 148TH AVE. SE, MARKING THE NORTHEAST CORNER OF SECTION 15, TOWNSHIP 23 NORTH, RANGE 5 EAST OF THE WILLAMETTE MERIDIAN. THE NORTH AMERICAN DATUM OF 198311991 (NAD 83191) GRID COORDINATES WERE FOUND TO BE 180903.998 / 1316622.321 AT THAT POINT. THE INVERSE OF BOTH THE SEA LEVEL CORRECTION FACTOR OF 0.999981824 AND THE GRID SCALE FA C TOR OF 1.000002187 WAS APPLIED TO THE GRID COORDINATES FOR SHOWN GROUND DISTANCES. NOTE • ALL WATER METER'S TO BE I" RECOMMENDED FOR APPROVAL. RY: - - BY: A. D/ .C-) Z4VW.,V 'r' .E�� A ` 505 EXPIRES MAY 6, 2007 U) Q 3 �o z uw > .- 00 Q Q a0 � o c � 00 a0 0 0 , o .•� lr� z , U �w0 �0wC4 C4 z aozQcvxcvwV N M W u i co DN cq cq � � Q LL O U OD OZ J 0 • � u hn f Q0 O 3 IT • � zz _jam �OJW W W 0 " cid u a PROJECT NO.: 02054 DRAWN BY: Jac ISSUE DATE: 03-07-06 SHEET REV.: 06 -13 -05 BAEIuERTON AVE. N.E. STA. 17+92. TO STA. 21 +50.00 SAWARY SEWER AND WATER PLAN AND PF10�LE ? 'v � Q 3 z 0 N M W i co DN cq cq � � Q LL O U OD OZ J D W O i -� N - 2 Q0 O 3 IT zz _jam �OJW W W cc it wu)<0 0 mNWI R IL .J55 (AIL PROJECT NO.: 02054 DRAWN BY: Jac ISSUE DATE: 03-07-06 SHEET REV.: 06 -13 -05 BAEIuERTON AVE. N.E. STA. 17+92. TO STA. 21 +50.00 SAWARY SEWER AND WATER PLAN AND PF10�LE ? 'v � REVISIONS a a � a� h cr o C a L Q t o r� o _ 1 CV 2 � U II �'�� V W Z p c� e- o Z W - U ;i RDJ U w � .� o W 0 M O 00 N,_ .�.c U � w a 1.04 3° o z M M W m J 4 ` a z 4 W � WWW ,rn J N Z o� +u- O Ncr 0­% 04 � Q) Q d. J J (,)o Z 1 rA O Q Z O Cn N • a- T 0 Sac � cl) Wv =JQ3 .. a:grz o� w�o m ja- U Z W .r� 111 Q Z cc R w �L W Q� Cn o 0 W F- < CC F- cr W z c� J m a a � a� h cr o C a L Q t o r� o _ 1 CV 2 � U II �'�� V W Z p c� e- o Z W - U ;i RDJ U w � .� o W �o LL Z O 00 N,_ .�.c i7f E w a 1.04 3° Z 0 W 6 U a: �Q_ l*_1 41 a- � WWW °' o N .c E 0­% 04 mE J J r �I �N 'c rA O c N Q_ a a � a� h cr o C a L Q t o r� o _ 1 CV 2 � U II �'�� V W Z p c� e- o Z W - U ;i RDJ U w � 111mmilre SEC. 15, TWPm, 23 N., RNGa 5 E., W.M. - - - - -- ---� I Al I p I 1 I I I I I I 1 I I I 2 I p I 1 1 1 1 I I PAD = 408.0 I 1 20 0 10 20 40 1 I I I U I I I o J � 1 42 p0 � PAD = I PAD = 407.1 -2 �,, v GRAPHIC SCALE 1 407.01 I I � I _ -- -- -- p ' 1 11 1 WA IR ME R p uj '~ WA • 1 w 20 (TYP. E NO ) 1 I I I I I 1 I I � I •^' � I I � 1 I I INV. INV. I = - 1 1 I I I ( PAD -- 409.0 401 5 403.0 J ` ► l r { �1 i % I I I WATERMAIN SHALL BE EXTENDED - - - - - - STA. 23 +44.40, 10.00' L AND CONNECTED TO EXISTING / p 28LF 8" D.I.P. 1 -8" 45' BEND (MJ) 8 WATER IN BREMERTON AVE. N.E. --� f 114 FEET NORTH OF PLAT BOUNDARY - - - - W /GONG. BLKG _ BEFORE RECORDING OF ELMHURST PLAT. O w p p I = O 1 , ' 7 78LF 8" 0.1. P. 99LF 8" D. 1. P. w 1 BREME ON AVE. N.E. J 1 208 F 8" PVC 22+00 " p ?J +oo F%' 7 .00 { vti . -'h ? 251 w _ c - 1 ----x x 98LF 8" D.►.P. - 1 6., PVC { ' j STA. 22 +86.99, CENTERLINE 1 S=0.0200 SS CLEANOU T 1 MIN. (TYP.) RIM = 409.23 I 1U 1 IE 8" (OUT) S = 400.91 - 1 STA. 22 +21.57, CENTERLINE STA. 22 +45.76, 10.00' L STA. �� 23 +65.49, 11 00' R ti SSMH No. 10 BREMERTON AVE. N.E. ,0 1 -8 45 BEND (M�) RIM = 408.58 (STA. 23+14.32, 12.00' L W/CONC. BLKG 1 IE 8" (OUT) S = 400.48 N.E. 2ND CT) 1 IE 8" (IN) N = 400.58 1 -8" TEE (FL) STA. 23 81.00, 11.00' R 1 -8 "x8" VERTICAL CROSS (MJxFL) �k I 1 W /CONC. BLKG 1-1" AIR-VAC ASS'Y 1 -8" BLIND FLANGE 1 3 -8" GATE VALVE (FLxMJ) 1 -8" BLIND FLANGE W /2" 1 TAP AND PLUG 1 1 -2" TEMP BLOW -OFF ASS'Y 1 I PER C.O.R. STD. D TL. 8095 SEE CONNECTION DETAIL 2, SHEET C338 I I FIELD VERIFY DEPTH OF EX. MAIN 9 I CONTRACTOR TO RELOCATE FUE VUE METER AND METER TO ADJACENT NOR THERL Y PROPERTY TO BACK OF RIGHT-OF-WAY, I COORDINATE WITH PROPERTY OWNERS. I I 420 415 $4 400 0 t. tu LLj Fft 3 SCALE HORIZONTAL I'm 20 TRACT BOUNDARY VEFWAL 1' = 5' ELMHURST PRELIMINARY PLAT 4i (PROJECT) OF RIDGEVIEW COURT z FILL AND COMPACT ROADWAY STA. 22 +45.76, 10.00' L PRISM TO FINISHED GRADE BREMER TON AVE. N.E. `n Q Z `r? BEFORE EXCAVATION FOR STA. 23+14.32 12.00' L INSTALLATION OF WATER LINE N.E. 2ND CT) I + ? v + o FINISHED STA. 23 +81.000 11,00' R 1 -8" TEE (FL) N W w (A N N EXISTING GRADE 1--1 " AIR- VAC ASS'Y W /GONG. BLKG Q w z , ,� GRADE _ - - 3- 8 GATE VALVE (FLxMJ) ce U ? .0� " -_ - 30LF 8" D.LP. - - 36 MIN. 1 N V= 404.6 COVER 98LF 8" D.1. P. INV= 405.3 _ ....99LF 8" D.LP. 178LF 8 D.1. P. , INV= 405.7 LJ IN V=406.0 INV= 406.0 INV= 406.1 66LF 8" PVC S =0.0050 STA. 23 +65.49, 11.00' R " PVC S =0.0257 1 -8" 45' BEND (MJ) - f 208LF 8 STA, 22 +86.99, CENTERLINE W/CONC. BLKG. SS CLEANOU T .r .:,.. ...... ,, .... . , Al ,_, ..�. ... z RIM = 409.23 1 -8 "x8" VERTICAL CROSS (MJxFL) �k STA. 22 +21.57, CENTERLINE -. PROPOSED STORM DRAIN 1 -8" BLIND FLANGE Q oo SSMH No. 10 co IE 8 (OUT) S = 400.91 PIPE TO BE INSTALLED AT 1 -8" BLIND FLANGE W 12" + Z to N RIM = 408.58 a A LATER DATE MAINTAIN TAP AND PLUG ® of a IE 8" (OUT) S = 400.48 f- 6 CLEAR 1 -2" TEMP BLOW -OFF ASS'Y c o IE 8" (IN) N = 400.58 z �� PER C.O.R. STD. DTL. 8095 in EXISTING SEE CONNECTION DETAIL 2, SHEET C33B STA. 23 +44.40, 10.00 L FIELD VERIFY DEPTH OF EX. MAIN CENTERLINE ELEVATION 1 -8" 45" BEND (MJ) PROPOSED FINISHED W/CONC. BLKG. CENTERLINE ELEVATION o� wl ^ o� •- h ^ vs 00 00 00 00 00 00 008 00 �g Og Og �o �o 0o g Od 0+60 64 22+W rj 22+40 s2 +8o 23 +20 23+60 IR111D L L 20.0 24+00 24+40 2a +so f - B`` KEY MAP rmWim M7 !ti M 31130 LI N 728291-• MAO; SCALE : I" = 200' VERTICAL DATUM CITY OF RENTON, NAVO 88 CONTOUR INTERVAL s 2' 1 h M BASE: KING COUNTY POINT # RENT 1852: FOUND PUNCH IN 3" KING COUNTY SURFACE BRASS DISC AT THE STREET INTERSECTION OF NE 4TH STREET AND 148TH AVE. SE MARKING THE NORTHWEST CORNER OF SECTION 14, TOWNSHIP 23N., RANGE 5E., W.M. ELEVATION= 454.78 FEET. SI TE: SET COTTON GIN SPIKE 19.1' SOUTHWEST OF THE WEST COLUMN OF GATE. ELEVATION= 407.96 FEET. BAW OF BEARING TRUE NORTH. BASED UPON GLOBAL POSITIONING SYSTEM (GPS) LAMBERT GRID WASHINGTON STATE NORTH ZONE COORDINATES. A CONVERGENCE ANGLE OF 00'58'30.28" COUNTERCLOCKWISE WAS APPLIED AT A PUNCH MARK IN 3" KING COUNTY SURFACE BRASS DISC, AT THE STREET INTERSECTION OF NE 4TH ST. AND 148TH AVE. SE, MARKING THE NORTHEAST CORNER OF SECTION 15, TOWNSHIP 23 NORTH, RANGE 5 EAST OF THE WILLAMETTE MERIDIAN. THE NORTH AMERICAN DATUM OF 198311991 (NAD 83191) GRID COORDINATES WERE FOUND TO BE 180903.998 / 1316622.321 AT THAT POINT. THE INVERSE OF BOTH THE SEA LEVEL CORRECTION FACTOR OF 0.999981824 AND THE GRID SCALE FACTOR OF 1.000002187 WAS APPLIED TO THE GRID COORDINATES FOR SHOWN GROUND DISTANCES. 420 W7F : ALL WATER METER'S TO BE 415 THIS OFF -SITE WATERMAIN CONNECTION ASSUMES THAT RIDGEVIEW COURT WATERMAIN IMPROVEMENTS WILL NOT OCCUR PRIOR TO ELMHURST FINAL PLAT RECORDING. IF CONSTRUCTION DOCUMENTS FOR RIDGEWEW COURT ARE AVAILABLE PRIOR TO INSTALLATION OF OFF -SITE WATERMAIN SHOWN, DESIGN AND INSTALLATION OF OFF -SITE WATERMAIN SHALL BE PER THOSE PLANS. 410 400 5- 32�Y�.oB . F 25.9 RECOMMENDED FOR APPROVAL AY: BY: 0 x Af A L Er� t0 d 05 EXPIRES MAY 6, 2007 30 W Z L 1t O uj 0) OD Q 3 co 0 OD 0 ao i7f -9 w a 1.04 Z�WN 0 0 6 N 11 a: a- %woo UL,., 41 a- (30 WWW N a. a a 0­% 04 J J J Q Q 11 rA O p N W T 0 0Q� Q 3 a: IT o�L �o Wv Q .. a:grz o� w�o m ja- U o. M .r� W z � F- z Q W � ° o F- z U CC 2 20 z ~ W m i O%­0 z Q 0: W W t V Z Ix Q 3 Q cn W a W W W W at W or W ac 111mmilre SEC. 15, TWPm, 23 N., RNGa 5 E., W.M. - - - - -- ---� I Al I p I 1 I I I I I I 1 I I I 2 I p I 1 1 1 1 I I PAD = 408.0 I 1 20 0 10 20 40 1 I I I U I I I o J � 1 42 p0 � PAD = I PAD = 407.1 -2 �,, v GRAPHIC SCALE 1 407.01 I I � I _ -- -- -- p ' 1 11 1 WA IR ME R p uj '~ WA • 1 w 20 (TYP. E NO ) 1 I I I I I 1 I I � I •^' � I I � 1 I I INV. INV. I = - 1 1 I I I ( PAD -- 409.0 401 5 403.0 J ` ► l r { �1 i % I I I WATERMAIN SHALL BE EXTENDED - - - - - - STA. 23 +44.40, 10.00' L AND CONNECTED TO EXISTING / p 28LF 8" D.I.P. 1 -8" 45' BEND (MJ) 8 WATER IN BREMERTON AVE. N.E. --� f 114 FEET NORTH OF PLAT BOUNDARY - - - - W /GONG. BLKG _ BEFORE RECORDING OF ELMHURST PLAT. O w p p I = O 1 , ' 7 78LF 8" 0.1. P. 99LF 8" D. 1. P. w 1 BREME ON AVE. N.E. J 1 208 F 8" PVC 22+00 " p ?J +oo F%' 7 .00 { vti . -'h ? 251 w _ c - 1 ----x x 98LF 8" D.►.P. - 1 6., PVC { ' j STA. 22 +86.99, CENTERLINE 1 S=0.0200 SS CLEANOU T 1 MIN. (TYP.) RIM = 409.23 I 1U 1 IE 8" (OUT) S = 400.91 - 1 STA. 22 +21.57, CENTERLINE STA. 22 +45.76, 10.00' L STA. �� 23 +65.49, 11 00' R ti SSMH No. 10 BREMERTON AVE. N.E. ,0 1 -8 45 BEND (M�) RIM = 408.58 (STA. 23+14.32, 12.00' L W/CONC. BLKG 1 IE 8" (OUT) S = 400.48 N.E. 2ND CT) 1 IE 8" (IN) N = 400.58 1 -8" TEE (FL) STA. 23 81.00, 11.00' R 1 -8 "x8" VERTICAL CROSS (MJxFL) �k I 1 W /CONC. BLKG 1-1" AIR-VAC ASS'Y 1 -8" BLIND FLANGE 1 3 -8" GATE VALVE (FLxMJ) 1 -8" BLIND FLANGE W /2" 1 TAP AND PLUG 1 1 -2" TEMP BLOW -OFF ASS'Y 1 I PER C.O.R. STD. D TL. 8095 SEE CONNECTION DETAIL 2, SHEET C338 I I FIELD VERIFY DEPTH OF EX. MAIN 9 I CONTRACTOR TO RELOCATE FUE VUE METER AND METER TO ADJACENT NOR THERL Y PROPERTY TO BACK OF RIGHT-OF-WAY, I COORDINATE WITH PROPERTY OWNERS. I I 420 415 $4 400 0 t. tu LLj Fft 3 SCALE HORIZONTAL I'm 20 TRACT BOUNDARY VEFWAL 1' = 5' ELMHURST PRELIMINARY PLAT 4i (PROJECT) OF RIDGEVIEW COURT z FILL AND COMPACT ROADWAY STA. 22 +45.76, 10.00' L PRISM TO FINISHED GRADE BREMER TON AVE. N.E. `n Q Z `r? BEFORE EXCAVATION FOR STA. 23+14.32 12.00' L INSTALLATION OF WATER LINE N.E. 2ND CT) I + ? v + o FINISHED STA. 23 +81.000 11,00' R 1 -8" TEE (FL) N W w (A N N EXISTING GRADE 1--1 " AIR- VAC ASS'Y W /GONG. BLKG Q w z , ,� GRADE _ - - 3- 8 GATE VALVE (FLxMJ) ce U ? .0� " -_ - 30LF 8" D.LP. - - 36 MIN. 1 N V= 404.6 COVER 98LF 8" D.1. P. INV= 405.3 _ ....99LF 8" D.LP. 178LF 8 D.1. P. , INV= 405.7 LJ IN V=406.0 INV= 406.0 INV= 406.1 66LF 8" PVC S =0.0050 STA. 23 +65.49, 11.00' R " PVC S =0.0257 1 -8" 45' BEND (MJ) - f 208LF 8 STA, 22 +86.99, CENTERLINE W/CONC. BLKG. SS CLEANOU T .r .:,.. ...... ,, .... . , Al ,_, ..�. ... z RIM = 409.23 1 -8 "x8" VERTICAL CROSS (MJxFL) �k STA. 22 +21.57, CENTERLINE -. PROPOSED STORM DRAIN 1 -8" BLIND FLANGE Q oo SSMH No. 10 co IE 8 (OUT) S = 400.91 PIPE TO BE INSTALLED AT 1 -8" BLIND FLANGE W 12" + Z to N RIM = 408.58 a A LATER DATE MAINTAIN TAP AND PLUG ® of a IE 8" (OUT) S = 400.48 f- 6 CLEAR 1 -2" TEMP BLOW -OFF ASS'Y c o IE 8" (IN) N = 400.58 z �� PER C.O.R. STD. DTL. 8095 in EXISTING SEE CONNECTION DETAIL 2, SHEET C33B STA. 23 +44.40, 10.00 L FIELD VERIFY DEPTH OF EX. MAIN CENTERLINE ELEVATION 1 -8" 45" BEND (MJ) PROPOSED FINISHED W/CONC. BLKG. CENTERLINE ELEVATION o� wl ^ o� •- h ^ vs 00 00 00 00 00 00 008 00 �g Og Og �o �o 0o g Od 0+60 64 22+W rj 22+40 s2 +8o 23 +20 23+60 IR111D L L 20.0 24+00 24+40 2a +so f - B`` KEY MAP rmWim M7 !ti M 31130 LI N 728291-• MAO; SCALE : I" = 200' VERTICAL DATUM CITY OF RENTON, NAVO 88 CONTOUR INTERVAL s 2' 1 h M BASE: KING COUNTY POINT # RENT 1852: FOUND PUNCH IN 3" KING COUNTY SURFACE BRASS DISC AT THE STREET INTERSECTION OF NE 4TH STREET AND 148TH AVE. SE MARKING THE NORTHWEST CORNER OF SECTION 14, TOWNSHIP 23N., RANGE 5E., W.M. ELEVATION= 454.78 FEET. SI TE: SET COTTON GIN SPIKE 19.1' SOUTHWEST OF THE WEST COLUMN OF GATE. ELEVATION= 407.96 FEET. BAW OF BEARING TRUE NORTH. BASED UPON GLOBAL POSITIONING SYSTEM (GPS) LAMBERT GRID WASHINGTON STATE NORTH ZONE COORDINATES. A CONVERGENCE ANGLE OF 00'58'30.28" COUNTERCLOCKWISE WAS APPLIED AT A PUNCH MARK IN 3" KING COUNTY SURFACE BRASS DISC, AT THE STREET INTERSECTION OF NE 4TH ST. AND 148TH AVE. SE, MARKING THE NORTHEAST CORNER OF SECTION 15, TOWNSHIP 23 NORTH, RANGE 5 EAST OF THE WILLAMETTE MERIDIAN. THE NORTH AMERICAN DATUM OF 198311991 (NAD 83191) GRID COORDINATES WERE FOUND TO BE 180903.998 / 1316622.321 AT THAT POINT. THE INVERSE OF BOTH THE SEA LEVEL CORRECTION FACTOR OF 0.999981824 AND THE GRID SCALE FACTOR OF 1.000002187 WAS APPLIED TO THE GRID COORDINATES FOR SHOWN GROUND DISTANCES. 420 W7F : ALL WATER METER'S TO BE 415 THIS OFF -SITE WATERMAIN CONNECTION ASSUMES THAT RIDGEVIEW COURT WATERMAIN IMPROVEMENTS WILL NOT OCCUR PRIOR TO ELMHURST FINAL PLAT RECORDING. IF CONSTRUCTION DOCUMENTS FOR RIDGEWEW COURT ARE AVAILABLE PRIOR TO INSTALLATION OF OFF -SITE WATERMAIN SHOWN, DESIGN AND INSTALLATION OF OFF -SITE WATERMAIN SHALL BE PER THOSE PLANS. 410 400 5- 32�Y�.oB . F 25.9 RECOMMENDED FOR APPROVAL AY: BY: 0 x Af A L Er� t0 d 05 EXPIRES MAY 6, 2007 30 Q 3 Z Z 0 uj 0) OD Q 3 co 0 OD 0 ao .. V N�Z Z�WN C�pW =NQNWQ N 11 a: a- %woo UL,., 41 a- (30 �U N 0) 0­% 04 It Fm GIN Q 11 rA O U .O D W 07 _j N T 0 0Q� Q 3 a: IT Wv W .. a:grz o� w�o m ja- U o. c-.v a m t vcA'Q& Cc 3 Z •� L o{e I PROJECT NO.: 02054 DRAWN 8Y: %K)c ISSUE DATE : 03- 07--05 SHEET REV.: 10 -06 -O5 BFiEk4O TON AVE. N.E. STA. 21+50.00 TO STA. 23 +40.59 8AP4TARY SEWER AND WATER FILM AND PROP�.E C30 I 4 Q 3 Z Z 0 0 N (n (30 D N 0) 0­% 04 It Fm Q 11 ri) Z O U .O D W 07 _j N T 0 0Q� Q 3 a: IT Wv W .. a:grz o� w�o m ja- ll. JO PROJECT NO.: 02054 DRAWN 8Y: %K)c ISSUE DATE : 03- 07--05 SHEET REV.: 10 -06 -O5 BFiEk4O TON AVE. N.E. STA. 21+50.00 TO STA. 23 +40.59 8AP4TARY SEWER AND WATER FILM AND PROP�.E C30 I 4 REVISIONS 0 ca Z _ z Q (n m J 0 CO W cr =J O �Q W z w W cm D Q w Q o n� o LL Z � c ° 00 � _x �- 3:rq Z 9 - W .W U oc -all-,c p' o c IV m E \E .FA fr4l 2114 - - C vft C vl v4) aL_ 0 P O� ?' n au O T7 Q •� N 'A Qo 'C' 'D' ` Z M O z W6 Z ^,6u U � 54" MH o` 8" MIN. Z W 24" MIN. ,t< 60" MH 0 8" MIN. 6" MIN. rM 30" I.O. w IY a 04 11 z w �W 1� Ci Q 'Al u a cr I 0 ca Z _ z Q (n m J 0 CO W cr =J O �Q W z w W cm D Q w Q o n� o LL Z � c ° 00 � _x �- 3:rq Z 9 - W .W U oc -all-,c p' o c IV m E \E .FA fr4l 2114 - - C vft C vl v4) aL_ 0 P O� ?' n au O T7 Q •� N W 0 0 0 W Z o: 0 0 5 �: 0: V W a W S W ^� 2 SEC. 15, TWPm 23 N., RNG. 5 E., W.M. SANITARY SEWER NOTES 1. ALL WORK MATERIALS SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON UTILITY DEPARTMENT AND THE LATEST EDITION OF THE WSDO T /AP WA STANDARDS AND SPECIFICATIONS. 2. THE HOURS OF WORK IN THE STREET RIGHT -OF -WAY SHALL BE LIMITED TO 8:30 A.M. TO 3:30 PM ON WEEKDAYS UNLESS OTHERWISE APPROVED IN WRITING BY THE DEPARTMENT OF PUBLIC WORKS AT (425) 430 -7200. ALL STREET CLOSURES, PARTIAL OR FULL, SHALL BE APPROVED BY THE DEPARTMENT OF PUBLIC WORKS 24 HOURS IN ADVANCE. THE POLICE DEPARTMENT, FIRE DEPARTMENT, AND 911 SHALL BE NOTIFIED 24 HOURS IN ADVANCE. 3. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH "STANDARD SPECIFICATIONS FOR MUNICIPAL PUBLIC WORKS CONSTRUCTION" PREPARED BY WASHINGTON STATE CHAPTER AMERICAN PUBLIC WORKS ASSOCIATION (APWA), LATEST EDITION AND CITY OF RENTON STANDARD SPECIFICATIONS. 4. ALL LOCATIONS OF EXISTING U TILI TIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE. 5. A PRECONSTRUCTION CONFERENCE AND A 24 HOUR NOTICE SHALL BE REQUIRED PRIOR TO STARTING NEW CONSTRUCTION. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PRIOR TO STARTING CONSTRUCT ION. (INSPECTION WILL BE ACCOMPLISHED BY A REPRESEN TA T 1 VE OF THE CITY OF RENTON. ) IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE UTILITY DEPARTMENT 24 HOURS IN ADVANCE OF BACKFILLING ALL CONSTRUCTION. 6. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF CONSTRUCTION AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE CONSTRUCTION SITE. 7. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY OTHER RELATED PERMITS PRIOR TO ANY CONSTRUCTION. 8. PLANS APPROVED BY THE CITY OF RENTON, PUBLIC WORKS DEPARTMENT SHALL TAKE PRECEDENCE OVER ALL OTHER PLANS. 9. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 10. THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITH AN AS -BUILT DRAWING OF THE SANITARY SEWER SYSTEM WHICH HAS BEEN STAMPED BY A LICENSED PROFESSIONAL ENGINEER OR LICENSED PROFESSIONAL SURVEYOR. 11. BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN LAYERS WITH A LOOSE AVERAGE DEPTH OF 6 INCHES, MAXIMUM DEPTH OF 8 INCHES, THOROUGHLY TAMPING EACH LAYER TO 957 OF MAXIMUM DENSITY. THESE COMPACTED LAYERS MUST EXTEND FOR ONE PIPE DIAMETER ON EACH SIDE OF THE PIPE OR TO THE SIDE OF THE TRENCH. MATERIALS TO COMPLETE THE FILL OVER PIPE SHALL BE THE SAME AS DESCRIBED. 12. OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELED ROADWAY SHALL BE BACKFILLED WITH CRUSHED ROCK AND MECHANICALLY COMPACTED. CUTS INTO THE EXISTING ASPHALT SHALL BE NEATLINE CUT WITH SAW IN A CONTINUOUS LINE. A TEMPORARY COLD MIX PATCH MUST BE PLACED IMMEDIATELY AFTER BACKFILL AND COMPACTION. A PERMANENT HOT MIX PATCH SHALL BE PLACED WI THIN 10 DAYS AND SHALL BE PER CITY OF CURRENT CITY OF RENTON STANDARDS. 13. DATUM SHALL BE CITY OF RENTON, NAVD 1988 (METERS) AND NAD 198311991 (METERS). 14. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED TO THE SATISFACTION OF THE DEPARTMENT FOR THE PREVENTION OF ON -SITE EROSION AFTER THE COMPLETION OF CONSTRUCTION. 15. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH SECTION 7- 02.3(1) OF THE CURRENT S TA TL OF WASHINGTON STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION. THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL AS WELL AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE UNYIELDING BASE. PIPE BEDDING SHALL BE PEA GRAVEL 6" ABOVE AND BELOW THE PIPE. 16. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER GASKETED ASTM D 3034, SDR 35, SDR, C900 OR DUCTILE IRON CLASS 50. SANITARY SEWER FORCE MAIN TO BE CEMENT LINED DUCTILE IRON PIPE CONFORMING TO LATEST REVISIONS OF AWWA C110 & C111, THICKNESS CL.52. 17. IN UNIMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 6 INCH AND MAXIMUM 18 INCH ABOVE FINISHED GRADE. IN PAVED AREA, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING. ALL MANHOLES SHALL HAVE LOCKING LIDS. 18. ALL SANITARY SEWER IMPROVEMENTS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THESE APPROVED PLANS. ANY DEVIATION FROM THESE PLANS WILL REQUIRE APPROVAL FROM THE OWNER, ENGINEER AND APPROPRIATE PUBLIC AGENCIES. 19. LOCATIONS OF ROADWAYS, BUILDINGS AND PARKING AREAS SHOWN HEREON ARE APPROXIMATE. FOR DIMENSIONED LOCATIONS OF THESE IMPROVEMENTS, REFER TO THE ARCHITECTURAL SITE PLAN. IMPROVEMENT AND STRUCTURE LOCATIONS SHALL BE FIELD SET BY THE ENGINEER AS REQUIRED. 20. ALL MANHOLES SHALL BE PER THE CITY OF RENTON STANDARDS AND SPECIFICATIONS. ALL MANHOLES SHALL HAVE A MINIMUM 0.10 -FOOT TO MAXIMUM 1.0 --FOOT DROP BETWEEN INVERT IN AND INVERT OUT ALL MANHOLE COVERS SHALL BE ADJUSTED TO FINISH GRADE PRIOR TO FINAL PAVING AND LANDSCAPING. 21. ALL TRENCH BACKFILL SHALL BE COMPACTED TO AT LEAST 95%' OF THE MAXIMUM DRY DENSITY PER ASTM 0- 1557 -70 (MODIFIED PROCTOR), FOR THE FIRST THREE FEET ABOVE THE PIPE. THE REMAINING BACKFILL MAY BE TO 909 IF NOT IN AN AREA OF FUTURE PAVEMENT OR STRUCTURAL FILL. TRENCH BACKFILL AND COMPACTION SHALL BE COMPLETED PRIOR TO TESTING LINES FOR LEAKAGE. 22. ALL SIDE SEWERS SHALL BE A MINIMUM 6" DIAMETER AND HAVE A MINIMUM SLOPE OF 2.07. PROPERTY / LOT CORNERS AND / OR BUILDING LOCATIONS AND FINISH GRADES SHALL BE ESTABLISHED IN THE FIELD PRIOR TO ANY SEWER CONSTRUCTION. SIDE SEWER TEE STATIONS ARE REFERENCED FROM THE NEAREST DOWNSTREAM MANHOLE. THE CONTRACTOR SHALL MAINTAIN ACCURATE AS -BUILT RECORDS OF ALL SIDE SEWER LOCATIONS. ALL SIDE SEWERS SHALL BE TESTED AT THE TIME OF MAIN LINE TESTING. PIPE MATERIAL SHALL BE C900 FOR DEPTHS OVER 15'. 23. WHERE A WATER MAIN CROSSES ABOVE THE SANITARY SEWER, AND LESS THAN 3'0 OF VERTICAL CLEARANCE EXISTS BETWEEN THE TOP OF SEWER AND BOTTOM OF WATER MAIN, THE SEWER SHALL BE CONSTRUCTED OR RECONSTRUCTED WITH DUCTILE IRON PIPE (CLASS 50) FOR A MINIMUM HORIZONTAL DISTANCE OF 10' ON EACH SIDE OF THE WA TER MAIN CROSSING. 24. SANITARY SEWER MAIN LINES (8" DIAMETER AND LARGER) SHALL NOT BE CONSTRUCTED ANY CLOSER THAN 10 FEET TO ANY BUILDING OR 5 FEET TO ANY CARPORT. 25. NEW CONNECTIONS TO EXISTING FACILITIES SHALL BE SEALED OFF UNTIL UPSTREAM CONSTRUCTION IS FINISHED, TESTED, CLEANED AND ACCEPTED. ALL CONSTRUCTION DEBRIS AND WATER SHALL BE REMOVED PRIOR TO OPENING THE SEAL. ALL TESTING SHALL BE IN THE PRESENCE OF A CITY OF RENTON INSPECTOR. 26. PRIOR TO ACCEPTANCE OF CONSTRUCTION AND / OR ISSUANCE OF OCCUPANCY PERMITS, ENGINEER / SURVEYOR - CERTIFIED AS -BUILT DRAWINGS MUST BE PREPARED OF ALL SANITARY SEWER FACILITIES. 27. INSTALL FALL RESTRAINT SYSTEM IN ALL SANITARY SEWER MANHOLES OVER 20 -FEET DEEP. FALL RESTRAINT SYSTEM SHALL BE "SURETRACT CLIMBING AND FALL PROTECTION SYSTEM ", AS MANUFACTURED BY "MILLER FALL PROTFCnON ". i MORTAR FILLET I ly t� lo' a SECDON A-A e e 1 • kT 'T 1�• 4 #. SECTION 6-9 J. AN e1.Mwa atNll he t+MOnd ra oft Ca Inc No. 247. 2. IN Bowe ar«, pow a V -0' mok 2' -0' *V"o canal "m . 004 Pw dift r as " aw mw. l in cWmft mo*mffi% oww,r voww dmrwut ,+tnp one cow w name by .t.Mw am wada am ... iIki im,A, � ire -1, rlaart ,laalr PAOX Mai PIE WAS AS SPECm a� nE ADOPTED 0 MY OF RENTON W9 Standard plans tsr DATE 04/0003 6 INCH OR 8 INCH CLEANO UT iJW( NAVE 9W18B SF PACE 9C76 MANHOLE FRAME AND COVER SEE DRAWING BR29 (SP PAGE 8074) ADJUSTMENT (4' MIN.) CONE RUBBER GASKETED JOINTS IN ACCORDANCE WITH ASIM C -443 STEPS - 314" DEFORMED BAR STEPS SHALL BE INCLUDED CONCRETE RISER BY PIPE INC., OR APPROVED EQUAL. MAX. PIPE SIZE - 'E' LADDER -STD. ALUMINUM OR GALVANIZED STEEL CONCRE TE SHELF PRECAST BASE SECTION OR CAST IN SHELF. SANITARY MANHOLE TYPICAL DETAIL NOT TO SCALE 60" ALLOWABLE MAX. FOR CA S T IRON PIPE • OR DUCTILE IRON PIPE. 1: 3:5 MIX CONCRETE BLOCKING e`- � CON �29a MIN SLOPE HORIZONTAL 6 SIDE OUTLET TEE SEWER MAIN 6 MIN. SEWER MAIN SL TYPICAL 3�E R ELENA TION -F TEE Al: MANN OVER 25 0 E A77CW NOTE UNLESS OTHERWISE SHOWN ON PLAN, SIDE SEWER SHALL HAVE A MINIMUM 2.5' COVER AT PROPERTY LINE OR 3 -5' LOWER THAN THE LOWEST HOUSE ELEVATION, WHICHEVER 15 LOWER. ADOPTED ♦ ♦ CITY OF RENMIV Standard plans LST DATE: 12196 STANDARD SIDE SEWER INSTALLATION (SEWER .MAIN TO PROPERTY LINE-) uWG. Wit UN39 Jr r=AL*t C00 /d ROLL 2 0.0 PLUG TO aE SEALM M SAE WAIVOt AS �» � S- 324609 'A Qo 'C' 'D' ` Z r '?a O z W6 Z ^,6u Z 21 " I.D. 54" MH o` 8" MIN. Z W 24" MIN. ,t< 60" MH 0 W 0 0 0 W Z o: 0 0 5 �: 0: V W a W S W ^� 2 SEC. 15, TWPm 23 N., RNG. 5 E., W.M. SANITARY SEWER NOTES 1. ALL WORK MATERIALS SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON UTILITY DEPARTMENT AND THE LATEST EDITION OF THE WSDO T /AP WA STANDARDS AND SPECIFICATIONS. 2. THE HOURS OF WORK IN THE STREET RIGHT -OF -WAY SHALL BE LIMITED TO 8:30 A.M. TO 3:30 PM ON WEEKDAYS UNLESS OTHERWISE APPROVED IN WRITING BY THE DEPARTMENT OF PUBLIC WORKS AT (425) 430 -7200. ALL STREET CLOSURES, PARTIAL OR FULL, SHALL BE APPROVED BY THE DEPARTMENT OF PUBLIC WORKS 24 HOURS IN ADVANCE. THE POLICE DEPARTMENT, FIRE DEPARTMENT, AND 911 SHALL BE NOTIFIED 24 HOURS IN ADVANCE. 3. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH "STANDARD SPECIFICATIONS FOR MUNICIPAL PUBLIC WORKS CONSTRUCTION" PREPARED BY WASHINGTON STATE CHAPTER AMERICAN PUBLIC WORKS ASSOCIATION (APWA), LATEST EDITION AND CITY OF RENTON STANDARD SPECIFICATIONS. 4. ALL LOCATIONS OF EXISTING U TILI TIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE. 5. A PRECONSTRUCTION CONFERENCE AND A 24 HOUR NOTICE SHALL BE REQUIRED PRIOR TO STARTING NEW CONSTRUCTION. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PRIOR TO STARTING CONSTRUCT ION. (INSPECTION WILL BE ACCOMPLISHED BY A REPRESEN TA T 1 VE OF THE CITY OF RENTON. ) IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE UTILITY DEPARTMENT 24 HOURS IN ADVANCE OF BACKFILLING ALL CONSTRUCTION. 6. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF CONSTRUCTION AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE CONSTRUCTION SITE. 7. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY OTHER RELATED PERMITS PRIOR TO ANY CONSTRUCTION. 8. PLANS APPROVED BY THE CITY OF RENTON, PUBLIC WORKS DEPARTMENT SHALL TAKE PRECEDENCE OVER ALL OTHER PLANS. 9. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 10. THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITH AN AS -BUILT DRAWING OF THE SANITARY SEWER SYSTEM WHICH HAS BEEN STAMPED BY A LICENSED PROFESSIONAL ENGINEER OR LICENSED PROFESSIONAL SURVEYOR. 11. BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN LAYERS WITH A LOOSE AVERAGE DEPTH OF 6 INCHES, MAXIMUM DEPTH OF 8 INCHES, THOROUGHLY TAMPING EACH LAYER TO 957 OF MAXIMUM DENSITY. THESE COMPACTED LAYERS MUST EXTEND FOR ONE PIPE DIAMETER ON EACH SIDE OF THE PIPE OR TO THE SIDE OF THE TRENCH. MATERIALS TO COMPLETE THE FILL OVER PIPE SHALL BE THE SAME AS DESCRIBED. 12. OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELED ROADWAY SHALL BE BACKFILLED WITH CRUSHED ROCK AND MECHANICALLY COMPACTED. CUTS INTO THE EXISTING ASPHALT SHALL BE NEATLINE CUT WITH SAW IN A CONTINUOUS LINE. A TEMPORARY COLD MIX PATCH MUST BE PLACED IMMEDIATELY AFTER BACKFILL AND COMPACTION. A PERMANENT HOT MIX PATCH SHALL BE PLACED WI THIN 10 DAYS AND SHALL BE PER CITY OF CURRENT CITY OF RENTON STANDARDS. 13. DATUM SHALL BE CITY OF RENTON, NAVD 1988 (METERS) AND NAD 198311991 (METERS). 14. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED TO THE SATISFACTION OF THE DEPARTMENT FOR THE PREVENTION OF ON -SITE EROSION AFTER THE COMPLETION OF CONSTRUCTION. 15. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH SECTION 7- 02.3(1) OF THE CURRENT S TA TL OF WASHINGTON STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION. THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL AS WELL AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE UNYIELDING BASE. PIPE BEDDING SHALL BE PEA GRAVEL 6" ABOVE AND BELOW THE PIPE. 16. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER GASKETED ASTM D 3034, SDR 35, SDR, C900 OR DUCTILE IRON CLASS 50. SANITARY SEWER FORCE MAIN TO BE CEMENT LINED DUCTILE IRON PIPE CONFORMING TO LATEST REVISIONS OF AWWA C110 & C111, THICKNESS CL.52. 17. IN UNIMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 6 INCH AND MAXIMUM 18 INCH ABOVE FINISHED GRADE. IN PAVED AREA, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING. ALL MANHOLES SHALL HAVE LOCKING LIDS. 18. ALL SANITARY SEWER IMPROVEMENTS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THESE APPROVED PLANS. ANY DEVIATION FROM THESE PLANS WILL REQUIRE APPROVAL FROM THE OWNER, ENGINEER AND APPROPRIATE PUBLIC AGENCIES. 19. LOCATIONS OF ROADWAYS, BUILDINGS AND PARKING AREAS SHOWN HEREON ARE APPROXIMATE. FOR DIMENSIONED LOCATIONS OF THESE IMPROVEMENTS, REFER TO THE ARCHITECTURAL SITE PLAN. IMPROVEMENT AND STRUCTURE LOCATIONS SHALL BE FIELD SET BY THE ENGINEER AS REQUIRED. 20. ALL MANHOLES SHALL BE PER THE CITY OF RENTON STANDARDS AND SPECIFICATIONS. ALL MANHOLES SHALL HAVE A MINIMUM 0.10 -FOOT TO MAXIMUM 1.0 --FOOT DROP BETWEEN INVERT IN AND INVERT OUT ALL MANHOLE COVERS SHALL BE ADJUSTED TO FINISH GRADE PRIOR TO FINAL PAVING AND LANDSCAPING. 21. ALL TRENCH BACKFILL SHALL BE COMPACTED TO AT LEAST 95%' OF THE MAXIMUM DRY DENSITY PER ASTM 0- 1557 -70 (MODIFIED PROCTOR), FOR THE FIRST THREE FEET ABOVE THE PIPE. THE REMAINING BACKFILL MAY BE TO 909 IF NOT IN AN AREA OF FUTURE PAVEMENT OR STRUCTURAL FILL. TRENCH BACKFILL AND COMPACTION SHALL BE COMPLETED PRIOR TO TESTING LINES FOR LEAKAGE. 22. ALL SIDE SEWERS SHALL BE A MINIMUM 6" DIAMETER AND HAVE A MINIMUM SLOPE OF 2.07. PROPERTY / LOT CORNERS AND / OR BUILDING LOCATIONS AND FINISH GRADES SHALL BE ESTABLISHED IN THE FIELD PRIOR TO ANY SEWER CONSTRUCTION. SIDE SEWER TEE STATIONS ARE REFERENCED FROM THE NEAREST DOWNSTREAM MANHOLE. THE CONTRACTOR SHALL MAINTAIN ACCURATE AS -BUILT RECORDS OF ALL SIDE SEWER LOCATIONS. ALL SIDE SEWERS SHALL BE TESTED AT THE TIME OF MAIN LINE TESTING. PIPE MATERIAL SHALL BE C900 FOR DEPTHS OVER 15'. 23. WHERE A WATER MAIN CROSSES ABOVE THE SANITARY SEWER, AND LESS THAN 3'0 OF VERTICAL CLEARANCE EXISTS BETWEEN THE TOP OF SEWER AND BOTTOM OF WATER MAIN, THE SEWER SHALL BE CONSTRUCTED OR RECONSTRUCTED WITH DUCTILE IRON PIPE (CLASS 50) FOR A MINIMUM HORIZONTAL DISTANCE OF 10' ON EACH SIDE OF THE WA TER MAIN CROSSING. 24. SANITARY SEWER MAIN LINES (8" DIAMETER AND LARGER) SHALL NOT BE CONSTRUCTED ANY CLOSER THAN 10 FEET TO ANY BUILDING OR 5 FEET TO ANY CARPORT. 25. NEW CONNECTIONS TO EXISTING FACILITIES SHALL BE SEALED OFF UNTIL UPSTREAM CONSTRUCTION IS FINISHED, TESTED, CLEANED AND ACCEPTED. ALL CONSTRUCTION DEBRIS AND WATER SHALL BE REMOVED PRIOR TO OPENING THE SEAL. ALL TESTING SHALL BE IN THE PRESENCE OF A CITY OF RENTON INSPECTOR. 26. PRIOR TO ACCEPTANCE OF CONSTRUCTION AND / OR ISSUANCE OF OCCUPANCY PERMITS, ENGINEER / SURVEYOR - CERTIFIED AS -BUILT DRAWINGS MUST BE PREPARED OF ALL SANITARY SEWER FACILITIES. 27. INSTALL FALL RESTRAINT SYSTEM IN ALL SANITARY SEWER MANHOLES OVER 20 -FEET DEEP. FALL RESTRAINT SYSTEM SHALL BE "SURETRACT CLIMBING AND FALL PROTECTION SYSTEM ", AS MANUFACTURED BY "MILLER FALL PROTFCnON ". i MORTAR FILLET I ly t� lo' a SECDON A-A e e 1 • kT 'T 1�• 4 #. SECTION 6-9 J. AN e1.Mwa atNll he t+MOnd ra oft Ca Inc No. 247. 2. IN Bowe ar«, pow a V -0' mok 2' -0' *V"o canal "m . 004 Pw dift r as " aw mw. l in cWmft mo*mffi% oww,r voww dmrwut ,+tnp one cow w name by .t.Mw am wada am ... iIki im,A, � ire -1, rlaart ,laalr PAOX Mai PIE WAS AS SPECm a� nE ADOPTED 0 MY OF RENTON W9 Standard plans tsr DATE 04/0003 6 INCH OR 8 INCH CLEANO UT iJW( NAVE 9W18B SF PACE 9C76 MANHOLE FRAME AND COVER SEE DRAWING BR29 (SP PAGE 8074) ADJUSTMENT (4' MIN.) CONE RUBBER GASKETED JOINTS IN ACCORDANCE WITH ASIM C -443 STEPS - 314" DEFORMED BAR STEPS SHALL BE INCLUDED CONCRETE RISER BY PIPE INC., OR APPROVED EQUAL. MAX. PIPE SIZE - 'E' LADDER -STD. ALUMINUM OR GALVANIZED STEEL CONCRE TE SHELF PRECAST BASE SECTION OR CAST IN SHELF. SANITARY MANHOLE TYPICAL DETAIL NOT TO SCALE 60" ALLOWABLE MAX. FOR CA S T IRON PIPE • OR DUCTILE IRON PIPE. 1: 3:5 MIX CONCRETE BLOCKING e`- � CON �29a MIN SLOPE HORIZONTAL 6 SIDE OUTLET TEE SEWER MAIN 6 MIN. SEWER MAIN SL TYPICAL 3�E R ELENA TION -F TEE Al: MANN OVER 25 0 E A77CW NOTE UNLESS OTHERWISE SHOWN ON PLAN, SIDE SEWER SHALL HAVE A MINIMUM 2.5' COVER AT PROPERTY LINE OR 3 -5' LOWER THAN THE LOWEST HOUSE ELEVATION, WHICHEVER 15 LOWER. ADOPTED ♦ ♦ CITY OF RENMIV Standard plans LST DATE: 12196 STANDARD SIDE SEWER INSTALLATION (SEWER .MAIN TO PROPERTY LINE-) uWG. Wit UN39 Jr r=AL*t C00 /d ROLL 2 0.0 PLUG TO aE SEALM M SAE WAIVOt AS �» � S- 324609 'A Qo 'C' 'D' ` 0 48" 6" MIN. 6 ac 24" MIN. 21 " I.D. 54" MH V 8" MIN. 5.5" MIN. 24" MIN. 24" 1.0. 60" MH 60" 8" MIN. 6" MIN. 42" MIN. 30" I.O. w IY a 04 11 N w Q LL Z 0 U coo u o _j 0, '� 0) N I 0 Q� 0 3 U) N ir -11 U 0.� � m W 0 0 0 W Z o: 0 0 5 �: 0: V W a W S W ^� 2 SEC. 15, TWPm 23 N., RNG. 5 E., W.M. SANITARY SEWER NOTES 1. ALL WORK MATERIALS SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON UTILITY DEPARTMENT AND THE LATEST EDITION OF THE WSDO T /AP WA STANDARDS AND SPECIFICATIONS. 2. THE HOURS OF WORK IN THE STREET RIGHT -OF -WAY SHALL BE LIMITED TO 8:30 A.M. TO 3:30 PM ON WEEKDAYS UNLESS OTHERWISE APPROVED IN WRITING BY THE DEPARTMENT OF PUBLIC WORKS AT (425) 430 -7200. ALL STREET CLOSURES, PARTIAL OR FULL, SHALL BE APPROVED BY THE DEPARTMENT OF PUBLIC WORKS 24 HOURS IN ADVANCE. THE POLICE DEPARTMENT, FIRE DEPARTMENT, AND 911 SHALL BE NOTIFIED 24 HOURS IN ADVANCE. 3. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH "STANDARD SPECIFICATIONS FOR MUNICIPAL PUBLIC WORKS CONSTRUCTION" PREPARED BY WASHINGTON STATE CHAPTER AMERICAN PUBLIC WORKS ASSOCIATION (APWA), LATEST EDITION AND CITY OF RENTON STANDARD SPECIFICATIONS. 4. ALL LOCATIONS OF EXISTING U TILI TIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE. 5. A PRECONSTRUCTION CONFERENCE AND A 24 HOUR NOTICE SHALL BE REQUIRED PRIOR TO STARTING NEW CONSTRUCTION. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PRIOR TO STARTING CONSTRUCT ION. (INSPECTION WILL BE ACCOMPLISHED BY A REPRESEN TA T 1 VE OF THE CITY OF RENTON. ) IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE UTILITY DEPARTMENT 24 HOURS IN ADVANCE OF BACKFILLING ALL CONSTRUCTION. 6. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF CONSTRUCTION AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE CONSTRUCTION SITE. 7. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY OTHER RELATED PERMITS PRIOR TO ANY CONSTRUCTION. 8. PLANS APPROVED BY THE CITY OF RENTON, PUBLIC WORKS DEPARTMENT SHALL TAKE PRECEDENCE OVER ALL OTHER PLANS. 9. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 10. THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITH AN AS -BUILT DRAWING OF THE SANITARY SEWER SYSTEM WHICH HAS BEEN STAMPED BY A LICENSED PROFESSIONAL ENGINEER OR LICENSED PROFESSIONAL SURVEYOR. 11. BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN LAYERS WITH A LOOSE AVERAGE DEPTH OF 6 INCHES, MAXIMUM DEPTH OF 8 INCHES, THOROUGHLY TAMPING EACH LAYER TO 957 OF MAXIMUM DENSITY. THESE COMPACTED LAYERS MUST EXTEND FOR ONE PIPE DIAMETER ON EACH SIDE OF THE PIPE OR TO THE SIDE OF THE TRENCH. MATERIALS TO COMPLETE THE FILL OVER PIPE SHALL BE THE SAME AS DESCRIBED. 12. OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELED ROADWAY SHALL BE BACKFILLED WITH CRUSHED ROCK AND MECHANICALLY COMPACTED. CUTS INTO THE EXISTING ASPHALT SHALL BE NEATLINE CUT WITH SAW IN A CONTINUOUS LINE. A TEMPORARY COLD MIX PATCH MUST BE PLACED IMMEDIATELY AFTER BACKFILL AND COMPACTION. A PERMANENT HOT MIX PATCH SHALL BE PLACED WI THIN 10 DAYS AND SHALL BE PER CITY OF CURRENT CITY OF RENTON STANDARDS. 13. DATUM SHALL BE CITY OF RENTON, NAVD 1988 (METERS) AND NAD 198311991 (METERS). 14. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED TO THE SATISFACTION OF THE DEPARTMENT FOR THE PREVENTION OF ON -SITE EROSION AFTER THE COMPLETION OF CONSTRUCTION. 15. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH SECTION 7- 02.3(1) OF THE CURRENT S TA TL OF WASHINGTON STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION. THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL AS WELL AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE UNYIELDING BASE. PIPE BEDDING SHALL BE PEA GRAVEL 6" ABOVE AND BELOW THE PIPE. 16. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER GASKETED ASTM D 3034, SDR 35, SDR, C900 OR DUCTILE IRON CLASS 50. SANITARY SEWER FORCE MAIN TO BE CEMENT LINED DUCTILE IRON PIPE CONFORMING TO LATEST REVISIONS OF AWWA C110 & C111, THICKNESS CL.52. 17. IN UNIMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 6 INCH AND MAXIMUM 18 INCH ABOVE FINISHED GRADE. IN PAVED AREA, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING. ALL MANHOLES SHALL HAVE LOCKING LIDS. 18. ALL SANITARY SEWER IMPROVEMENTS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THESE APPROVED PLANS. ANY DEVIATION FROM THESE PLANS WILL REQUIRE APPROVAL FROM THE OWNER, ENGINEER AND APPROPRIATE PUBLIC AGENCIES. 19. LOCATIONS OF ROADWAYS, BUILDINGS AND PARKING AREAS SHOWN HEREON ARE APPROXIMATE. FOR DIMENSIONED LOCATIONS OF THESE IMPROVEMENTS, REFER TO THE ARCHITECTURAL SITE PLAN. IMPROVEMENT AND STRUCTURE LOCATIONS SHALL BE FIELD SET BY THE ENGINEER AS REQUIRED. 20. ALL MANHOLES SHALL BE PER THE CITY OF RENTON STANDARDS AND SPECIFICATIONS. ALL MANHOLES SHALL HAVE A MINIMUM 0.10 -FOOT TO MAXIMUM 1.0 --FOOT DROP BETWEEN INVERT IN AND INVERT OUT ALL MANHOLE COVERS SHALL BE ADJUSTED TO FINISH GRADE PRIOR TO FINAL PAVING AND LANDSCAPING. 21. ALL TRENCH BACKFILL SHALL BE COMPACTED TO AT LEAST 95%' OF THE MAXIMUM DRY DENSITY PER ASTM 0- 1557 -70 (MODIFIED PROCTOR), FOR THE FIRST THREE FEET ABOVE THE PIPE. THE REMAINING BACKFILL MAY BE TO 909 IF NOT IN AN AREA OF FUTURE PAVEMENT OR STRUCTURAL FILL. TRENCH BACKFILL AND COMPACTION SHALL BE COMPLETED PRIOR TO TESTING LINES FOR LEAKAGE. 22. ALL SIDE SEWERS SHALL BE A MINIMUM 6" DIAMETER AND HAVE A MINIMUM SLOPE OF 2.07. PROPERTY / LOT CORNERS AND / OR BUILDING LOCATIONS AND FINISH GRADES SHALL BE ESTABLISHED IN THE FIELD PRIOR TO ANY SEWER CONSTRUCTION. SIDE SEWER TEE STATIONS ARE REFERENCED FROM THE NEAREST DOWNSTREAM MANHOLE. THE CONTRACTOR SHALL MAINTAIN ACCURATE AS -BUILT RECORDS OF ALL SIDE SEWER LOCATIONS. ALL SIDE SEWERS SHALL BE TESTED AT THE TIME OF MAIN LINE TESTING. PIPE MATERIAL SHALL BE C900 FOR DEPTHS OVER 15'. 23. WHERE A WATER MAIN CROSSES ABOVE THE SANITARY SEWER, AND LESS THAN 3'0 OF VERTICAL CLEARANCE EXISTS BETWEEN THE TOP OF SEWER AND BOTTOM OF WATER MAIN, THE SEWER SHALL BE CONSTRUCTED OR RECONSTRUCTED WITH DUCTILE IRON PIPE (CLASS 50) FOR A MINIMUM HORIZONTAL DISTANCE OF 10' ON EACH SIDE OF THE WA TER MAIN CROSSING. 24. SANITARY SEWER MAIN LINES (8" DIAMETER AND LARGER) SHALL NOT BE CONSTRUCTED ANY CLOSER THAN 10 FEET TO ANY BUILDING OR 5 FEET TO ANY CARPORT. 25. NEW CONNECTIONS TO EXISTING FACILITIES SHALL BE SEALED OFF UNTIL UPSTREAM CONSTRUCTION IS FINISHED, TESTED, CLEANED AND ACCEPTED. ALL CONSTRUCTION DEBRIS AND WATER SHALL BE REMOVED PRIOR TO OPENING THE SEAL. ALL TESTING SHALL BE IN THE PRESENCE OF A CITY OF RENTON INSPECTOR. 26. PRIOR TO ACCEPTANCE OF CONSTRUCTION AND / OR ISSUANCE OF OCCUPANCY PERMITS, ENGINEER / SURVEYOR - CERTIFIED AS -BUILT DRAWINGS MUST BE PREPARED OF ALL SANITARY SEWER FACILITIES. 27. INSTALL FALL RESTRAINT SYSTEM IN ALL SANITARY SEWER MANHOLES OVER 20 -FEET DEEP. FALL RESTRAINT SYSTEM SHALL BE "SURETRACT CLIMBING AND FALL PROTECTION SYSTEM ", AS MANUFACTURED BY "MILLER FALL PROTFCnON ". i MORTAR FILLET I ly t� lo' a SECDON A-A e e 1 • kT 'T 1�• 4 #. SECTION 6-9 J. AN e1.Mwa atNll he t+MOnd ra oft Ca Inc No. 247. 2. IN Bowe ar«, pow a V -0' mok 2' -0' *V"o canal "m . 004 Pw dift r as " aw mw. l in cWmft mo*mffi% oww,r voww dmrwut ,+tnp one cow w name by .t.Mw am wada am ... iIki im,A, � ire -1, rlaart ,laalr PAOX Mai PIE WAS AS SPECm a� nE ADOPTED 0 MY OF RENTON W9 Standard plans tsr DATE 04/0003 6 INCH OR 8 INCH CLEANO UT iJW( NAVE 9W18B SF PACE 9C76 MANHOLE FRAME AND COVER SEE DRAWING BR29 (SP PAGE 8074) ADJUSTMENT (4' MIN.) CONE RUBBER GASKETED JOINTS IN ACCORDANCE WITH ASIM C -443 STEPS - 314" DEFORMED BAR STEPS SHALL BE INCLUDED CONCRETE RISER BY PIPE INC., OR APPROVED EQUAL. MAX. PIPE SIZE - 'E' LADDER -STD. ALUMINUM OR GALVANIZED STEEL CONCRE TE SHELF PRECAST BASE SECTION OR CAST IN SHELF. SANITARY MANHOLE TYPICAL DETAIL NOT TO SCALE 60" ALLOWABLE MAX. FOR CA S T IRON PIPE • OR DUCTILE IRON PIPE. 1: 3:5 MIX CONCRETE BLOCKING e`- � CON �29a MIN SLOPE HORIZONTAL 6 SIDE OUTLET TEE SEWER MAIN 6 MIN. SEWER MAIN SL TYPICAL 3�E R ELENA TION -F TEE Al: MANN OVER 25 0 E A77CW NOTE UNLESS OTHERWISE SHOWN ON PLAN, SIDE SEWER SHALL HAVE A MINIMUM 2.5' COVER AT PROPERTY LINE OR 3 -5' LOWER THAN THE LOWEST HOUSE ELEVATION, WHICHEVER 15 LOWER. ADOPTED ♦ ♦ CITY OF RENMIV Standard plans LST DATE: 12196 STANDARD SIDE SEWER INSTALLATION (SEWER .MAIN TO PROPERTY LINE-) uWG. Wit UN39 Jr r=AL*t C00 /d ROLL 2 0.0 PLUG TO aE SEALM M SAE WAIVOt AS �» � S- 324609 NOTES: 1. STEPS TO BE 314" • DEFORMED BAR GALVANIZED SAFETY STEPS OR EQUAL. 2. STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS ARE INSTALLED. J. CASTING TO BE PER DRAWING BR29. 4. MANHOLE SECTIONS TO BE OF REINFORCED PRECAST CONCRETE. 5. ALL JOINTS SHALL BE GROUTED. 6. SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR SURFACES, INCLUDING CHANNELING, COATED (SEALED) WITH A HIGH SOLIDS URETHANE COATING; WASSER MC- CONSEAL OR APPROVED EQUAL; COLOR OF COATING SHALL BE WHITE. 7. RUBBER GASKETED JOINTS SHALL BE IN CONFORMANCE WITH ASTM C -443. 8. CHANNEL HEIGHT SHALL BE A MINIMUM OF 314 THE INSIDE DIAMETER OF THE LARGEST PIPE. 9. CONNECTIONS TO MANHOLE SHALL BE MADE USING GPK ADAPTOR, KOR -N -SEAL BOOTS OR APPROVED EQUAL. 10. MANHOLES EQUAL TO AND GREATER THAN 20 FEET DEEP SHALL HAVE A "SURETRACK" CLIMBING AND FALL PROTECTION SYSTEM INSTALLED. r A1)0PTED • • CITY OF' RENTON Standard plans LST DATE- 04103 SANITARY MANHOLE TYPICAL DETAIL OW6. NAME dR28 6" BUILDING SEWER PIPE �-- TEE WITH 6" SIDE OUTLET UNLESS OTHERWISE APPROVED BY THE CITY, MAKE TAP THROUGH CAST IRON SADDLE SECURED TO SEWER MAIN WITH STAINLESS STEEL BANDS WHEN CONNECTING NEW SIDE SEWERS TO EXISTING MAIN. VITRIFIED CLAY, PLAIN AND REINFORCED CONCRETE, 01 PIPE AND C1 PIPE SEWER MAINS ARE TO BE CORE DRILLED FR 2'6;0 ;;P PAGr: 30/1 PROPERTY LINE 2 6' -0" ° FU TURE • BUILDING SEWER zl J �I w 0 4 2 "x 4" STUD SERVICE MARKER PA,,,, PORTION WHITE ANS STENCIL ON SIDE WORDING "SEWER" WITH 3" HIGH BLACK LETTERS. AND #6 WIRE WRAPPED AROUND THE STUD AND EXTENDED TO THE TOP OF THE STUD. CHECKED FOR COMPLIANCE TO CITY STANDARDS Date Date Date RECOMMENDED FOR APPROVAL BY: BY: 1 1 t � 74, 1 .r NA L ` L 3 \05 EXPIRES MAY 6, 2007 3� CD 00 0 � OD CO ,WU J�Z 0W N N o�ZO�X�mU bm U tw � • � • �"� o i Vim] W.� 'A 'B' 'C' 'D' 'E' 48" MH 48" 6" MIN. 5 "MIN 24" MIN. 21 " I.D. 54" MH 54" 8" MIN. 5.5" MIN. 24" MIN. 24" 1.0. 60" MH 60" 8" MIN. 6" MIN. 42" MIN. 30" I.O. NOTES: 1. STEPS TO BE 314" • DEFORMED BAR GALVANIZED SAFETY STEPS OR EQUAL. 2. STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS ARE INSTALLED. J. CASTING TO BE PER DRAWING BR29. 4. MANHOLE SECTIONS TO BE OF REINFORCED PRECAST CONCRETE. 5. ALL JOINTS SHALL BE GROUTED. 6. SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR SURFACES, INCLUDING CHANNELING, COATED (SEALED) WITH A HIGH SOLIDS URETHANE COATING; WASSER MC- CONSEAL OR APPROVED EQUAL; COLOR OF COATING SHALL BE WHITE. 7. RUBBER GASKETED JOINTS SHALL BE IN CONFORMANCE WITH ASTM C -443. 8. CHANNEL HEIGHT SHALL BE A MINIMUM OF 314 THE INSIDE DIAMETER OF THE LARGEST PIPE. 9. CONNECTIONS TO MANHOLE SHALL BE MADE USING GPK ADAPTOR, KOR -N -SEAL BOOTS OR APPROVED EQUAL. 10. MANHOLES EQUAL TO AND GREATER THAN 20 FEET DEEP SHALL HAVE A "SURETRACK" CLIMBING AND FALL PROTECTION SYSTEM INSTALLED. r A1)0PTED • • CITY OF' RENTON Standard plans LST DATE- 04103 SANITARY MANHOLE TYPICAL DETAIL OW6. NAME dR28 6" BUILDING SEWER PIPE �-- TEE WITH 6" SIDE OUTLET UNLESS OTHERWISE APPROVED BY THE CITY, MAKE TAP THROUGH CAST IRON SADDLE SECURED TO SEWER MAIN WITH STAINLESS STEEL BANDS WHEN CONNECTING NEW SIDE SEWERS TO EXISTING MAIN. VITRIFIED CLAY, PLAIN AND REINFORCED CONCRETE, 01 PIPE AND C1 PIPE SEWER MAINS ARE TO BE CORE DRILLED FR 2'6;0 ;;P PAGr: 30/1 PROPERTY LINE 2 6' -0" ° FU TURE • BUILDING SEWER zl J �I w 0 4 2 "x 4" STUD SERVICE MARKER PA,,,, PORTION WHITE ANS STENCIL ON SIDE WORDING "SEWER" WITH 3" HIGH BLACK LETTERS. AND #6 WIRE WRAPPED AROUND THE STUD AND EXTENDED TO THE TOP OF THE STUD. CHECKED FOR COMPLIANCE TO CITY STANDARDS Date Date Date RECOMMENDED FOR APPROVAL BY: BY: 1 1 t � 74, 1 .r NA L ` L 3 \05 EXPIRES MAY 6, 2007 3� CD 00 0 � OD CO ,WU J�Z 0W N N o�ZO�X�mU bm U tw � • � • �"� o i Vim] W.� PROJECT NO.: 02054 DRAWN BY: AA /JC1C. ISSUE DATE: 03-07 -05 SHEET REV.: 06 -13-05 SAWARY SEWER DETAJL.S AID NOTES 4i , (:D31 • M 1 4 .ow" Q Z Z 0 0 •� wommi Va PROJECT NO.: 02054 DRAWN BY: AA /JC1C. ISSUE DATE: 03-07 -05 SHEET REV.: 06 -13-05 SAWARY SEWER DETAJL.S AID NOTES 4i , (:D31 • M 1 4 Q Z Z 0 0 Q N m N DN 04 11 � � Q LL Z 0 U coo D W _j 0, '� 0) N I 0 Q� 0 3 U) N ir -11 -J v F=- J ° z W W ir ci wk0Q O mNwl R it LL Jof(n� PROJECT NO.: 02054 DRAWN BY: AA /JC1C. ISSUE DATE: 03-07 -05 SHEET REV.: 06 -13-05 SAWARY SEWER DETAJL.S AID NOTES 4i , (:D31 • M 1 4 I. REVISIONS M M U ° O i N w J ®00 O TZ F Q � Z m: J o ��ow� N r =J�� �Q_°'o FaQ N W W -z ® � W '^ � VJ..:N � VW W a � zt z .o aom 0 o ® `oE �� �Z U X41 U� ,a a,c �o v 0] B \E e � I o�-.N �� rn . o� a� �o r 0 �� 'o o z °< � I 4 / f- / \ J�_ / e � � 1 I � l ' �, � �" PAID = 395.5 \ 4 1 lW /} ��A. 3041.80, 92.00' °x6" 1 1 / � / v, � 1 � 1 8 TEE (MJxFLxM � � iL6° GTE VALVE (FL; / - h 1 II� 1 PAO = 35.5 ® � � f (3LF 6 D.I.P. �' h-5 iy4" MVD F.H. A° °KD.I.P. - �� 1 I LF 8 L l ° , � � 1 � 4 Q 1 � 2 ST . 30 +23.92, 12.( ANAGZJRTESPL�V.E. ��i i� {(� N � - � Q -8° 11 i/4' BEND �- � W/CONC_BLKG. V � � � 1 ° s�1/� N ,.w �►: ill � �.� \ 13LF 8" D.1. IN 3t s. r �P 8 2W k J� ®` 2 I 69LF 8 "ID.I.P� N g �.� ; ;.. ....:..... ... ..... ...... ........ :. .... ..:...: ............ a x � Q W � -� a PVC � �, .00 ti � t. •_ ��, cZV W W �W C, ZI s� o�ese- a OGmS¢t�. H ,... E NDLNy7 FORE N ?i.8- �� ��Q7 '. 3 v , J ;: _ ... _ BEFORE EXCAVATION ( . °TA. x07.0.. 7f'sL INSTALL ATION:DF:W.4TER "LNE: Ft�EnnFRTON'aVr•. N:E. ):. 't' r�x Z:�..al.. I�_n � 0:0�. z � o :FILL ;AND : CQMPACT ,ROADWAY ;.....: - SS a N Z O SITE: SET COTTON GIN SPIKE 19.1 ' SOUTHWEST OF THE WEST COLUMN OF GATE. ELEVATION= FEET. ........ N U p :.... I . PRISM TO FINISHED ,GRADE ::: ; :::::. .: :: :: _ f!(41 393. /_t os _ ro Q I �1 _ INV. = % � INV. _ �. �- �T INV. _ -r, I � �._ -� 389.0 `_ I_ I _L 389.5 _ I 3sz L390.0 I -u - 1 I I -- 1 I I I �� I I fib 12+ 87 0( o R TA �fY- B�z4- CENTERLINI� / I I �,T95.b4 4.821_. i� ; 1 -1 -I' �_ - - -- I �' I '-� I '. STA2ND� -� NACOI�TES PL N E )^ - I I � � I I 1 I I I \�� I I SMH No 1 I •._ _ IM = 334- i6�1.GY -9.B -I I IE 8'- {-OUT) E= 384x3.3 I 1 23 � I � 24x► ��I ---I 1 I` IE 8 (w) w = 3a•aga t� IE 8" (IN) NE = 384- 63�.13gy PAD = .395.5 1 PAD = 395.0 I I I � I I 1 I I I� T� ,15'+w i t .rsa � � i I I I 1- E I I �D = 396:0 I I E � 410 �r�i � 385 29-F 95.GG y8 Z 380 0 Q' SEC. ��� I ill . �� I Y. � �l V �. � � ? I l� .l VI. J U JOi O U' �//�/� •f�/�J � 3 � ut�r Liss r?THF�w l� F Kor�D VERTICAL 1. _ 5� _ o� _ ®� /� 395 390 VE TICAL DATUM R ..:. � � a � � � � o N � Q � - > ; m � 385 29-F 95.GG y8 Z 380 0 Q' SEC. ��� I ill . �� I Y. � �l V �. � � ? I l� .l VI. 13 +20 12 +80 -il -�� &6< ww/o�ti -dikb �.- u 12 +�0 12 +00 n +so n +�o �o +so -• � 10 +� 10 +� I I I . IZ r� _. �I I� ELII m 1 - - ,`` `) ���, �� \\ \ \\ V 410 405 �'�/�% 395 390 385 380 �i1 �°i� :: �: .::: :::: :: ,- .: �!V A T E R 9U:It7 pER P1k/�j .... .SCALE.: HORIZONTAL I" = 20 .. .:. __ . :: -: �. �:i BACKWATER VALVES INSTALLED ON THE SIDE SEWER. ut�r Liss r?THF�w l� F Kor�D VERTICAL 1. _ 5� _ SCALE : 1' = 20 _ ®� /� I b VE TICAL DATUM R ..:. � . -. ..... II ¢.. � � � ;. R J Q o3 9 +9-�-�- g ►. i l� I BENCHMARK ; ;.. ....:..... ... ..... ...... ........ :. .... ..:...: ............ .... ...... .;.... .. - �: �flL LAND COMPACT ROADWAY STAB ^-,-^- - -. � � � � cZV W W ,Ww' ,- ,... E NDLNy7 FORE N ?i.8- ' '. 4i:�m _ ,.,... II. is :::- .:..::: ::::::: i:: � y Z .. .._. _... ;.. ,.: ;: _ ... _ BEFORE EXCAVATION ( . °TA. x07.0.. 7f'sL INSTALL ATION:DF:W.4TER "LNE: Ft�EnnFRTON'aVr•. N:E. ):. � Z:�..al.. I�_n � 0:0�. z � o :FILL ;AND : CQMPACT ,ROADWAY ;.....: - SS a N Z O SITE: SET COTTON GIN SPIKE 19.1 ' SOUTHWEST OF THE WEST COLUMN OF GATE. ELEVATION= FEET. ........ N U p :.... I . PRISM TO FINISHED ,GRADE ::: ; :::::. .: :: :: _ f!(41 393. /_t os _ ro IL J O11WlJ d W � 2 Z � ¢ ` BEFORE:EXCfiVATl01V :FOR : INSTALLATION: OF WA:TER:LINE , I fE 8" :(O:U)) c :- :379.1;: 37x7 35bElE 8 "'(IN) :W __ �:� • �„ �. m . ! v Z o , : ; N� 2ND � EXISTING.. _: IL a (IN) h s�4 z6..r N ®TE = iQ:w_i¢ -.. (� U .�.. z N W � ro Z °' ":' .:.. _: ":FINISHED:_. :'... ,: GRADE .. ......;•GRADE :...... _.. ,:. - - - - _ ut c� 1n ��.M.. :N�N�ui� ®r'°°f- ... .:. - - -- -. ®a PLAN AND � > o:. �w� � Doti _- .- -.-- =-- - - -.- .. 6" CLEAR :. �� - (A .. .:.:..� a. ....... 36 MIN .......... .(MIN.) -- n W :: - ;. .. .::6 CLEAR:: :;: ' : 6,,: CLEAR MIN:. :. ( ) ::::' .::: ; ::::: :COVER: :. 5LF 8 D.I;P. .. - -_ -r� "_ .. BY: .. - LLI � :::. .. :.:::(MIN.) . , _T : � -- - -� - ; .. - _- -�-I -- .. , . --- �� .:� -- -, ... - --- ... .. 25 , .. , - .. :.. STA. i +10.2t, 12.0'1 R W Z - ....... 69LF '8 D Its..; :.. _ - -- -'-- - _.__ � - ; . ? ;. ,� ¢.•- _Z_ _ _ ;.. Q ;� _:. _.:._:. _.:.0 _1acF GtrV., ✓E. �v EJ _:.. s-� � � � ' � N� - � - 1.0/ 'nl ,INC- &� (�,r' U ' : i : .7104•$•:: �7fF 8'PVC .:: m¢ ®." s > "? °� ti � � > p: M .: 1 8x8" VERTICAL CROSS (MJxFL) . i► S=6-BBSB- ........ _ }- __ _ � N_ - o � ? II �... .._..... ,... C � Z. II �, � 2 p -r r _ _ _ ®� � "� _. ... 1 8 BLIND FLANGE: t' .O $ � ... �..� ¢ ... � . p Z II J _ 1 8 BOND FLA NCE W /2„ -TAP AND - r . L .._ : - A012t.87.01 0.2 $: R • ° � ^ • STA: ,z•rv� -rr :: � � � STA. 12+64.91 12.00 R ::: � � - 288LF:8 SS � ;PLUG � � - � � � � 1 2 TEMP BLOW -OFF ASS'Y - C90Q OR DUCTILE O -D/�j CENTERLINE: N;E 2ND LN = N.E. 2ND LN 7ROn1 PER C Q R STD. DTL 8095 S =O:B}�3_ CONNECTION DETAIL i SHEE 33B T- ,_,- _•_,�,L - Z (STA, 30+ 11 63 14.44 R 2 - , _..:...: .:ANAGORTES L�N� N E) _ :..�yh N �..�..� ANA$ORTES LN NEE:) - :..:..N z .:..; ...:._: _....;... ._...._.. ....:...N � �^ ....:..:� ¢ :...:. � : _ z..:. ...Z , d G .:.__.. .;.. l8. 33�/,6'i RIMH aN ®:vN W CONC. BLKG. ' . 4 Gov EXISTING `� ELEVATION ®�N ::: : O ��� + Q ��W. ®o N. �rOl^ � CM o `t•8 989 Ifo.. ( . T) E. - :38.4.�Fr ¢ "� -,3=� > "� o ,3 -8" GA 1E YALVES FLxMJ ®'"� Z : ( )�Q "� %�. CENTERLINE ; K1 Q .. _ <�' > "T p 2 � m� � � >:r`�ooa¢ O � o „� ®� + rn :: o. ®pF- S.� 5N 38921 IE�B IN !W�= 384.i v~i II�� ( ) > 39y 24 IE .8 ": (IN) D!t' =384 -9-,3( Qv~i z p- u PROPOSED FINISHED � � III. CENTERLINE ELEVATION � <`� Z II � e � >r�o W: �' � zit -' <� z II ° :,�; °� :. �> M o: . .. m.: g N O n:: W _'MEN a.r7.. <00 OO pp MO WM.. :cp : :: ro;� QO O '�:O �O 'nN �0. -�'W :: O 0.:sue Nry.. �N O.h.. NOj- -10.� .. Oµ .. :nom � r; ro of v v ad:.. .. vy: � ,t: vi uj En:uj rnrn rn�... rn:m rnm mp mom.. �rn Mr.� MM. M'M :MM :. MM Mme.. M'M � h �� .. �� . m� .... rnq rnp... rn;�. rn:m ..°'rn - ..Mr"1 Mr7 M:M. -M.M ...MM � n:� �;r; ?ro ....: of � ... �qj . . rna,... rn:p. .rn:rn rn� .. �rn :: Mn�... Mr7. Mr7 ...MM MM M. 13 +20 12 +80 -il -�� &6< ww/o�ti -dikb �.- u 12 +�0 12 +00 n +so n +�o �o +so -• � 10 +� 10 +� I I I . IZ r� _. �I I� ELII m 1 - - ,`` `) ���, �� \\ \ \\ V 410 405 �'�/�% 395 390 385 380 �i1 �°i� NOTE %k LOTS 24 -29 AND LOTS 32 -34 REQUIRE BACKWATER VALVES INSTALLED ON THE SIDE SEWER. zo o to 20 ao y /y; � ®, GRAPHIC SCALE SCALE : 1' = 20 _ ®� /� KEY MAP SCALE � 1" - 200' exaiRes: MAY 6, 2007 � r ® J Q � 00 W O a � °,°WU ��WN N�Z OZO�X�mU d°���LL��i� bA � � � �-+ b U �� Cd • r-I • .� ' � � � a �� �o � �� � , w Q W .� .-... i y � L� a I Z q�.�lr � rf�.. 1 � •�4 a ' _l BASIS OF BEARING M W m - f w '�? fi6 i � � I b VE TICAL DATUM R s � � � CITY OF RENTON, NAVD 88 CONTOUR INTERVAL = 2' R J x Qo g ►. i l� I BENCHMARK o � � J.I BASE: KING COUNTY POINT � RENT1852: � � � � U � ,Ww' FOUND PUNCH IN 3" KING COUNTY SURFACE BRASS DISC AT THE STREET OF AVE. SE MARKING THE � � � o� rn N ' '. INTERSECTION NE 4TH STREET AND 148TH W.M. _ W S� � ` NORTHWEST CORNER OF SECTION 14, TOWNSHIP 23N., RANGE SE., ELEVATION= 454.78 FEET. � (7 Q � rn 3 � DATUM OF 1983/1991 (NAD 83/91) GRID COORDINATES tNERE FOUND TO 5 G �A ¢ v �W� �/\ ss SITE: SET COTTON GIN SPIKE 19.1 ' SOUTHWEST OF THE WEST COLUMN OF GATE. ELEVATION= FEET. V� � I " W r//a��a O�C � � Z p m N Q 0 .407.96 F LL IL J O11WlJ d BASIS OF BEARING TRUE NORTH. BASED UPON GLOBAL POSITIONING SYSTEM (CPS) LAMBERT GRID WASHINGTON STATE NORTH ZONE COORDINATES. A PROJECT NO,: 02054 CONVERGENCE ANGLE OF 00'58'30.28" COUNTERCLOCKWISE WAS APPLIED AT A PUNCH MARK IN 3" KING COUNTY SURFACE BRASS DISC, DRAWN BY: JQC. F ST ND 148TH AVE. SE AT THE STREET INTERSECTION 0 NE 4TH A MARKING THE NORTHEAST CORNER OF SECTION 15, TOWNSHIP 23 NORTH, ISSUE DATE: 03-07 -05 RANGE 5 EAST OF THE WILLAMETTE MERIDIAN. THE NORTH AMERICAN DATUM OF 1983/1991 (NAD 83/91) GRID COORDINATES tNERE FOUND TO SHEET REV.: 06 -13 -05 BE 180903.998 / 1316622.321 AT THAT POINT. THE INVERSE OF B07H THE SEA LEVEL CORRECTION FACTOR OF 0,999981824 AND THE GRID , I SCALE FACTOR OF 1.000002187 WAS APPLIED TO THE GRID COORDINATES FOR SHOWN GROUND DISTANCES. � � N� 2ND � E 11 N ®TE = 3TA 9+92.81 TO 3TA 13130.00 °` � v ALL WATER METER'S TO BE 1 " 8ANITARY 8EWER AND WATER ®a PLAN AND PROFILE 02054SN101 C2� CHECKED FOR COMPLIANCE RECOMMENDED TO CITY STANDARDS � FOR APPROVAL ,/ �� /lEG2z /h -Tfiil Date ° BY: l'2✓ %�1.cw..a�2_ Date D-S gy. n- QbOoU.li (��wy Date iS�21�o3 /a3-.'j.gL4b0A SCr��OCf Z�2�iS C°D. �1MSa2ar7 UJ•329b00(SCAi�? y6o/ ��" � s-� � _ , -.� - � - REVISIONS v N °o U i N a vst O J O � ® � O P� + N � �¢ � ®OJ m =JM3 Q aG J��a v FlJZz� 0�� N a� W HC �� �o 0 N_ O O N Y C w 3 E a S �z r U 5 W ai,i U � �� �'o v� �£_ a �I cN v '� � c U a� 4� � a a� o r� O II o �o 0 a J � U' � � o o � :_ 0 S ' !'.. � \ � � � \ 0 � J4 // .� / PAD = 396.0// / // �� � � \ \ \: ♦ PAD = / % /STA. 16+ 7.35, 8.88' R / /` _ � \ � -� \ ,`' \ \ , ♦ 397.0 st / 1 -8 "x6' TEE (FL) / =sz � � \ \ / P \ \ 1 ♦ 182LF/ // i -8" � VALVE {FLx J) / � _ _ � \ ,( \ � \ / / 1 -8" ADAPTOR (FLxMJ / �� � � � \ \ \ / � `, 8° �i I.�. / 1- 'GATE VALVE ( cMJ / .`i2 `� � �l, � 1 \ . � , \ \.'. \ \ \ i �® '� / / 1 F 6" D.I.P. 1 �1 � 1, /fa l�tH21\ 12.58 L ♦ / / � / / _i\ 1 \ \ \ \ � � / 5 1/4" MVD F.H. AS$'Y/ PAD. = 395.5 1 1 `' - - \ � � O / / � W /CGNC. BLKG / 1' 1 \ \ , \ \ \ � PAD = 395.5 / ST 161 -kid -t / / A8t9tbso6 ro.ABL 1 1 \ 1 \' h' �/ / S H No. 4 / / / sra. -� 1 51 \ \ \ gQ \ � \ / �,��y), , %� / / \ RIM = 395: i8 395.12 A /g SSMH No 3 1 1 \ \ � \ 69LF_� D.I.P. i , �� �jry� � � / SCOUT) SE - /38j71 SAM = �� 3.3.6 y A 8 1 :PAD - 395.5 \ \PAD 395.5 � \" \ � �( � M IE 8" (OUT) SE = 385.�f5-. 19�.• \ � � , /�� IE 8" (WTIt `�38b:�7A.13.1E 8" (IN) NW = 385:+i5'393�.21 6 \m \ � \\ �/ \\ iT� BLOW.O .8.20 R j�� ��� � IE 6" (IN) W - / / � _' 1 1 \ � \ : INV = \ \� i p ``�� ,�� �I _ � � � � � INV. _ � y WATER METER 1 11 \\ \ v � X389.5 .� . � i � � � �� /s _ � � j INV. �L ` 389.5 (TYP�SE�NOTE) INV. _ _ ` � 1 � � � r � � y:(/0 390.0 � -___ � -1 1 11 ��389. -5 _ �\ \ � -- s�'1 � p�P� ���i�' �- J� -rs. _, I. � � MIN. (TYP.) -i - - _ ,. � ! Jn ^'��P.`�$ - .�.` r�'i . - See -®4Bt- �/ � � � a� M„ : a�� � ;���'� ��� .�:� %" 0.0:18 y,.p�PAD T / / � ,. �c �""� � tr, r � ��� 9 �:� � „�.� , §�` .� � �� � �` \ f .. ! 389.5 / / � _ � a* p � �-�'� �9� p �` i 5a, // . // /INV = � � T -� � -, i� r . _� r _ _ - �� \\ - -' �� / / / _/ / / _ � l- _ 1 ♦ / / / STA�16 +02.44. / 389.0 / / �. I -.�� �• � \ / //7.87' R - _ - / / / � �: / / / BEGIN CURVE /' �/_ _/ / /INV. _ � `I ;'°� \ / -\� / / / / � - - _ / / 389.0 ; � 1 � y,� , o� -�-- �� ;STA. "�'f2.82, � ' R �`,. / _ / / ♦ / / 20 / / _ _ , / 22 I -- ---- + -_ --- � -- ---` - vs 22 1 �wb� n� / 1 WATER METER _, .PAD = 395.0 1 ';_ .. .;: j : \ ; W/ �: : �• ♦-r / 'PAD = 395.5 / � Typ, SEE NOTE / / � `� 96307.87 -- \ � / /// // // / / 21 )/ / / I � / END CtIIRVE � ���}" . 4+ .78, 8,71' R �\ ®� // // � � �/ / // PAD = 395.0 / / / I / �i 3es - N VE r� /� - - - - / % ,� � � � I I ; . I I , t %-- TRACT A; wTk- 2' -�is�6 i 410 405 40� N U W 395 W 390 Z J U 385 380 �' ' � 23 %�e '� �� � O � � � >` , \ / � \/\ �, �,\\ � ��\ �A� X13 +35 49 8 81' R 1 �12�1/2 BAND (MJ) W/ NC.1 BLKG p io.g¢ L STA. SSMEi . 2 M =: 393.76 AB. zo o io 20 ao GRAPHIC SCALE. $GALE � 1' r 20 vcv AaA® 8„ - T E = 3ea-8ir 3g 4.62 Ei:8. .�C:ALt I = LVV _ //I 8" (1 W = .38#§1- 39Y•6 %s.•S- _ / - -- /� , �''„ VERTICAL DATUM C w -3? f♦�, CITY OF RENTON, NAVD 88 CONTOUR INTERVAL = 2' OcA1P�Ll� I AO✓ 182LF8 D:I;P. :: :. :: :- �: ::� :: . -. STA. ��16 +37.35�8.88'R -� - �- � � ��: -:� :: 1 8x6 TEE (FL) �C 11. P°°1 ... :.... - 1 . 8 ......GA.TE.._VAL.VE...(ELxMJ). :.:..:. .. .: .> ..............:.. .. .. .. .... ..... .. W 1 8 ": ADAPTOR : (FLxMJ) N 1 6 "GATE VALVE (FLxMJ) :: � .. � . .: .. ; . ; :.. .: ' .:: :: 16LF 8 D.I.P... .. .. ::: - .. ::. :. :: - ... .: ! . ; 1 -5: 1/4" MVD F.H.- t1SS.'Y - � : � .::: :.: .: :: � : � :. w N W /GONG.: BLKG ; � 3N _ rn ¢ -a w�- J :: ::: ::: � : i - : � � � � - ;STA. 14 +2.4.45, 8.20' R 69LF 8 D j.P. - � ' � -.:� FILL A_ND COMPACT ROADWAY � � � � � � � - .. �. ... :.........:.........:... ......:......:::........ aC ... .. .. ;., -.. :. P RISM: TO FINISHED GRADE:: - OFF.:......,: .. 1 -2 BLOW ; STA.: 13 +35.:49. 8 81. Ri 4 m ..... z: ;STA: 16 +0244, '¢. STA 1St- 1.7:96, BEFORE EXCAVATION FOR INSTALLATION OF WATER LINE i =8" 22, aj/2' BEND {MJ) _ .. .... .� ...... � ..7.;8.7.. R _._. EXISTING.. 7.87 .R.: ,.:.. _::.. _ ___ ..._ .._ _._ ,. ; ; .._ yy CGNC. -BLKG: �. #.:: � o . ® co N .. BEGIN CURVE ... , -. � .: GRADE � : :::. .. END. CURVE. .. STA:, 14+33.76, . . i .. . . � e-. e.'• o r-. ..... .... " ' 6 .. ; - CLEAR : FINISHED ...:. GRADE 8.71' k BEGIN CURVE TA, 4 +12.82 6 96° R 5. . 1 trI ? II �: :.. (MIN) .: : - 1 8 ",22 1/2' BEMB (MJ) ____ W CGNC BLKG. ;. --__- ,_ i it _ -= _ - � _ _ ��! 116 8,i_D.6P. - 74 LF -- : !82 iO.�. '181tF 8' PVC Sa8:8B8B- O.00iB3 si S. 094 0. / CLEAR � A S -tBBE F8 C 5- 9-9e59 �VC N A 8 /6± 42 11 12 ,58 L m -7�5� _: STA fBtaFi-+fl4;- ,... -L ,mac SSMH.No. 4 -F _ Z � O S ........ ?::: A6 lYtbs o6 io.98 ! : Q. Ddlki!eti. OQ? _..�$. RIM = 395.-18. 395/2 A.8 IE 8" -(OUT) SE -_ - 38�- $B-3>� ��:^ ($ � N ¢ �` .� ? p ��.-� � io:h STA :tf-h64.3$- -1-1 -BB=t � SSMH; No 3 Q �:M ^ �g 13 +60 gp 10:910 L Q 2 STA. F39�6-1- 6- }^- 1i:BB� -L :IE 8" :(IN) N =. 38.E -1� 38b.8 . ¢. � n o + ¢ ,_^ � ro � RIM ;= 3Q33'S- a93. by A.B. 0 ": ®� in �n ¢ �-: ::SSMH :fVci: 2 � :IE 6 ":(IN) ;W := 38�1$.:A' .::v~i: ....;..(LOT 1.9) ..... . .. Z ll.� � N: M @i.�_�_.. u� z � _._il.,.. IE & (OUT) SE:'° 385- 4r38�19Q lE._ &,,._�(IN) �►`.= 38�5-5:r_.:65.�...Z._ . m �- o .__.... 1pQ ,� o 'RIM :3-48' 393.7b AB _:.��� - -IE 8 (OUT)£ -- 384.Bt•38y.�6 -2 G.b ... ......... cp.__...:... •co :..:....,.. Z ..:... Q > "� 0 ___ 385.20 Nei.6� _ u : ¢ � "� o lE 8" (IN). NW = 38:4:9+ 38Y, 69 a a 157LF 8" PVC yS. � � � n � ? u `-'- EXISTING c~ir ? u d 8#- - � ®�'� : : :: � CENTERLINE ELEVATION :: /1 _ S'G`�L E � HORIZQNTAL Y °'.2O D 0/78 A B :: ¢. ) � ~o - Z II '' _ : ;. _.:. PROPOSED FINISHED .: � CENTERLNE ELEVATION _:...:... VERTICAL_:1 5...:...:. �()� N : � (O : rn; rn m m M' M :. M : M:.. N � d' m: m rn M . M :: M d' .: O. : . m O) rvj : m rni m ao� M:.: .. M; . M: - : M.M m:Nj : : N r^i : M M M:r.j . ���; w[ .rn rn� rn� rn; M:M . M.h M:i�j : M � .. M17 . 16 +40 16 +00 15 +60 15 +20 14;-80 14 +40 1400 13°F60 -� 410 405 N 400 U W 395 111 2 390 J v � 385 380 KING COUNTY POINT � RENT1852: r .,OUN Y SURFACE BRASS DISC AT THE STREET FOUND. PUNCH IN 3" KING T F STREET AND 148TH AVE. SE MARKING THE INTERSECTION 0 NE 4TH NORTHWEST CORNER OF SECTION 14, TOWNSHIP 23N., RANGE SE., W.M. ELEVATION = 454.78 FEET. SITE: SET COTTON GIN SPIKE 19.1' SOUTHWEST OF THE WEST COLUMN OF GATE. ELEVATION= 407.96 FEET. BASIS OF BEARING TRUE NORTH. BASED UPON GLOBAL POSITIONING SYSTEM (CPS) LAMBERT GRID WASHINGTON STATE'. NORTH ZONE COORDINATES, A CONVERGENCE ANGLE -0F 00'58'30.28" COUNTERCLOCKWISE WAS APPLIED AT A PUNCH MARK IN 3" KING COUNTY SURFACE BRASS DISC, D 1 8 AVE. SE AT -THE STREET INTERSECTION OF NE 4TH ST. AN 4TH MARKING 1HE NORTHEAST CORNER OF SECTION 15, TOWNSHIP 23 NORTH, RANGE 5 EAST OF THE WILLAMETTE MERIDIAN, 7HE NORTH AMERICAN DATUM OF 1983/1991 (NAD 83/91) GR ID COORDINATES WERE FOUND TO A POINT THE INVERSE OF BOTH BE 180903.998 / 1316622.321 AT TH T THE SEA LEVEL CORREC110N FACTOR OF 0.999981824 AND THE GRID SCALE FACTOR OF 1.000002187 WAS APPLIED TO THE GRID COORDINATES FOR SHOWN GROUND DISTANCES. � J Cn � W� �- O � >Q � 0 a� � � aoWU Z Z .. In in H C� J�WN N�Z ozO�X�mU 00LLI2d.Q�LIIQ � v � v � � U U .� 1 r� � � � a U � � �� !r°1 � U ��T�ww��JJ n� �C 11. P°°1 (S� •� "" U Pa a N M ro �y n N N 0 'o Iro, :, ��. _ N ' �+ ': ;. . Pj' : N ®TE � ��Oy' +M �`''�.� PROJECT NO.: 02054 ALL WATER METER'S TO BE i" �� , s' / , ° � DRAWN BY: JCic, ® S• / / ®� � I ® ,�, � ,��� ISSUE DATE: 03 -07-05 ie� fai 'R��1�L SHEET REV.: 06 -13-05 l �4 6Rd WHITMAN PL N.E. 3TA. 13130.00 TO 3TA.16i-50.00 SANITARY 8EWER AND WATER WATER Bul LT PER PLAN �''"'v''D UNLESS OTHERWISE NOTED 1F G2054SW02 -C -24 CHECKED FOR COMPLIANCE RECOMMENDED �� //((""������,T,O CITY STANDARDS FOR APPROVAL r�����Date � °j BY: �7 Date �(�IDS By. �� Date 5/21105 �CRi3NEd R3 5 324b0� SCawNEO 0CT 2 8 20U5 C.J . �$ -' -.r' u6 e? JUO1�2067 w- 32.at�oECx�,� <xf- �'f���= - _�,� „C�� /� � °��,:; _ ; � _� ryl g ti. A A, �] 0 Ill �'®^^ VJ, �C a a N W N 'W^�_ VJ F � Q XX� Q �- F'-^ VJ � o0 W U �o J O� J � N O w N c G � � � 3N _ rn ¢ -a w�- J �� w �2 WW� li �p w .n 1L mrnuwia M ro �y n N N 0 'o Iro, :, ��. _ N ' �+ ': ;. . Pj' : N ®TE � ��Oy' +M �`''�.� PROJECT NO.: 02054 ALL WATER METER'S TO BE i" �� , s' / , ° � DRAWN BY: JCic, ® S• / / ®� � I ® ,�, � ,��� ISSUE DATE: 03 -07-05 ie� fai 'R��1�L SHEET REV.: 06 -13-05 l �4 6Rd WHITMAN PL N.E. 3TA. 13130.00 TO 3TA.16i-50.00 SANITARY 8EWER AND WATER WATER Bul LT PER PLAN �''"'v''D UNLESS OTHERWISE NOTED 1F G2054SW02 -C -24 CHECKED FOR COMPLIANCE RECOMMENDED �� //((""������,T,O CITY STANDARDS FOR APPROVAL r�����Date � °j BY: �7 Date �(�IDS By. �� Date 5/21105 �CRi3NEd R3 5 324b0� SCawNEO 0CT 2 8 20U5 C.J . �$ -' -.r' u6 e? JUO1�2067 w- 32.at�oECx�,� <xf- �'f���= - _�,� „C�� /� � °��,:; _ ; � _� ryl g ti. A A, �] REVISIONS n U ° 07 z h C) � O Z .9 0 a0 C0 [L oZ F Q ooa nmga a- m r¢ Fco I- �Q�Z L n F a � r N Z�W Q Z m a� 3 oN LL Z O 0 0 N.- N Y t a �Z _ -5w "U Ir �c c° v � \E E ov a� <8 D F s o Yg •- � zo 410 'JI I N Z! w e 1 a wwl4_?7 MATCH LINE SEE SHEET C26 SEC. 15, TWP. 23 N. RNG. 5 E., W M. -•• - - - - -- -T- -- -- -- rh, - -�- -------- - - - - -` - - - - PAD 402.0 _ L I J t 1. ?• I I. = = P -AD Ot 0. 0171, S9 r -� _= INV. I I I it I 10 395.0 PAD = 40tO INV PAD 57400. / 6 Ty.iYR I 6" PVC.,. I ! . / � � „-I � � 334.0 A S= 0.0200 L ! / I SSMH No. 6 I - --- - - - - -- MIN. (TIP.), RIM = 399.i9 3 .v2 A.S.I ,1 PAD = 398.OI I <I ' - - - - I IE 8" (OUT) SW­ �3s1:e9 31�•I6,/A•1&. I I 1 <\ - - - - -- a IE 8'" (IN) E _ �a3390. W,I6. IF-6"4Iay-LNW =/3 s P. e'. I I 1 INV. = I 00 LOT 12 I I 1 _ I 4,901 1a = 1 1" WATER METER I I 1 STA. \ I 1 SEE NOTE I I I 1 PAD ' 400 0 1 _ SSM�i \Np ) . 5 ( TIP. �$Ei 1 398:$,} 378.z2,1y I I i 1 PAD 397.0' D' R l \ -389 93i I PA .99.0 ' - `iE\ 8; •t(QU�T) S - 389. 71 A.Ys. 'INV. = I. _ I _ IE 8 (IN)•5NE = 391983 38RI ZI 4•ta• I 391:0 GIN) N+� = 39eea 3a711J 21wa.e e I / - \_ 1� bbl T 15� I LNV. a STA.' 18+55.69, 12185 L �- a 51 / 1 1- 8 " \45' BEND (nJ y 9370 MIN. TYP. ci \ \W/CONC. BLKG .,41LF,8 ° /D.1 ./ § i• '• 1 , / � m. �182LF1c8 D. \ \ PAD 399,0 / / 393.0 � °� \ r 3x I m - STA. ,18 +21.40, 2.49" !\ I' I� f z98 5 LF8 _C a4a�I 1 m e >. 1'178" 45' BEND (MJ) xa Tx S �J' A. + _.` R. rpm •. T` 4g 1 i ; GONG. B 7- -/ _ / _{ - _:B 61 •B END CUR+ /, ra: �a, mxs.. :. m -- -- 1" WATER METER (TIP. SEE NOTE) _ I, , -/ -� /- - _,,>; - `� \ \ \ - �` - - - - - 1 0 \ , -INV. `:A \ \' - ` \ 13 `- 7- �- \\ \ \.'� I A. e INV. INV. \ PAD = 4W.0' � X92.0 - -i : I ,� / .:_ - - - '. -393 0 ` �-. i IN.VT= , I �:. I . { 1 I INV. - 1-39.1_0 _ _ -I 1390.0 1. . F / I -__ F391.0 1 STA: 16+i7i7 42 31 L 1 v - 1 -r , 9 I I I / l I 1 1 I I 1 6" co No. 2 17_ t - - - - - �6LF s, 1=vc / ; I 17 / 1 I 18 1 19 RIM - 39-7.-69- _ - - - I E - I - 1 - � _ - 1- �] �.S-SL S 002110 i I PAD =. 39/7.0 I, I 1 - PAD - 397.0 I P D =. 396.0 IE 6 "'= 39173 - -- I I_ I'' I _ 1` _ - 32LF 61, Pw - - _ _ oz= SSSLS=oD2110 --- - -- , 1 - - - - - -- I- -I -P7f0 y398:0 I - -- - -- = = - =- -�-1L 16-- _------ - - -1 -i S4A. 18+17.15, 20.3f�. IN - 6 CO No. 1 ------14 - - . - -INV. - I 15 1 RIM - 398.60 -I PAD = -398.5 I I PAD = 399.0 cl 392.5 I - 1 6 --F-39 I_ ' 1 - I J U J � � a O 405 BASIS OF BEARING z.. STA. 18+ ....,. ...,.. ... 1 -8" 45` BEND . M .. q� 400 W LAMBERT GRID WASHINGTON STATE NORTH ZONE COORDINATES A \ W/CONC. BLKG.. / \ .... ..:..:........ ...... .._...... ._...... _ ..:.:.. /r - ...... ¢ :... .....__...:. .... ..... p N W N FFg AT THE STREET INTERSECTION OF NE 4TH ST AND 148TH AVE, SE, U U } WHITMAN PL N.E./ RANGE 5 EAST OF THE WILLAMETTE MERIDIAN. THE NORTH AMERICAN ' m 395 W W /GONG BLKG ®� BEFORE:EXCAVA'710N :. INSTALLATION OF WATER LINE THE SEA LEVEL CORRECTION FACTOR OF 0,999981824 AND THE GRID SCALE FACTOR OF 1.000002187 WAS APPLIED TO THE GRID F- z w F-- w W 4 N n p „°pj: EXISTING fn II -i 390 J v~e 00 ........ U ....._. .... 0 w 0 w z i_ U '00 J Oi 00 > s > Of 385 'JI I N Z! w e 1 a wwl4_?7 MATCH LINE SEE SHEET C26 SEC. 15, TWP. 23 N. RNG. 5 E., W M. -•• - - - - -- -T- -- -- -- rh, - -�- -------- - - - - -` - - - - PAD 402.0 _ L I J t 1. ?• I I. = = P -AD Ot 0. 0171, S9 r -� _= INV. I I I it I 10 395.0 PAD = 40tO INV PAD 57400. / 6 Ty.iYR I 6" PVC.,. I ! . / � � „-I � � 334.0 A S= 0.0200 L ! / I SSMH No. 6 I - --- - - - - -- MIN. (TIP.), RIM = 399.i9 3 .v2 A.S.I ,1 PAD = 398.OI I <I ' - - - - I IE 8" (OUT) SW­ �3s1:e9 31�•I6,/A•1&. I I 1 <\ - - - - -- a IE 8'" (IN) E _ �a3390. W,I6. IF-6"4Iay-LNW =/3 s P. e'. I I 1 INV. = I 00 LOT 12 I I 1 _ I 4,901 1a = 1 1" WATER METER I I 1 STA. \ I 1 SEE NOTE I I I 1 PAD ' 400 0 1 _ SSM�i \Np ) . 5 ( TIP. �$Ei 1 398:$,} 378.z2,1y I I i 1 PAD 397.0' D' R l \ -389 93i I PA .99.0 ' - `iE\ 8; •t(QU�T) S - 389. 71 A.Ys. 'INV. = I. _ I _ IE 8 (IN)•5NE = 391983 38RI ZI 4•ta• I 391:0 GIN) N+� = 39eea 3a711J 21wa.e e I / - \_ 1� bbl T 15� I LNV. a STA.' 18+55.69, 12185 L �- a 51 / 1 1- 8 " \45' BEND (nJ y 9370 MIN. TYP. ci \ \W/CONC. BLKG .,41LF,8 ° /D.1 ./ § i• '• 1 , / � m. �182LF1c8 D. \ \ PAD 399,0 / / 393.0 � °� \ r 3x I m - STA. ,18 +21.40, 2.49" !\ I' I� f z98 5 LF8 _C a4a�I 1 m e >. 1'178" 45' BEND (MJ) xa Tx S �J' A. + _.` R. rpm •. T` 4g 1 i ; GONG. B 7- -/ _ / _{ - _:B 61 •B END CUR+ /, ra: �a, mxs.. :. m -- -- 1" WATER METER (TIP. SEE NOTE) _ I, , -/ -� /- - _,,>; - `� \ \ \ - �` - - - - - 1 0 \ , -INV. `:A \ \' - ` \ 13 `- 7- �- \\ \ \.'� I A. e INV. INV. \ PAD = 4W.0' � X92.0 - -i : I ,� / .:_ - - - '. -393 0 ` �-. i IN.VT= , I �:. I . { 1 I INV. - 1-39.1_0 _ _ -I 1390.0 1. . F / I -__ F391.0 1 STA: 16+i7i7 42 31 L 1 v - 1 -r , 9 I I I / l I 1 1 I I 1 6" co No. 2 17_ t - - - - - �6LF s, 1=vc / ; I 17 / 1 I 18 1 19 RIM - 39-7.-69- _ - - - I E - I - 1 - � _ - 1- �] �.S-SL S 002110 i I PAD =. 39/7.0 I, I 1 - PAD - 397.0 I P D =. 396.0 IE 6 "'= 39173 - -- I I_ I'' I _ 1` _ - 32LF 61, Pw - - _ _ oz= SSSLS=oD2110 --- - -- , 1 - - - - - -- I- -I -P7f0 y398:0 I - -- - -- = = - =- -�-1L 16-- _------ - - -1 -i S4A. 18+17.15, 20.3f�. IN - 6 CO No. 1 ------14 - - . - -INV. - I 15 1 RIM - 398.60 -I PAD = -398.5 I I PAD = 399.0 cl 392.5 I - 1 6 --F-39 I_ ' 1 - I 19+20 18 +80 18+40 18+00 17+60 ROLL 207 17+20 16+80 410 405 N U� W W 395 Lu z 39® U Q 385 FO4ei UX 20 0 10 20. 40 GRAPHIC SCALE SCALE: F= 20 TRACT A -. -.__ icc �:• -tIw /I II ma KEY MAP SCALE : 1" = 200' VER77CAL DATUM c w -f�ks CITY OF RENTON, NAVD 88 CONTOUR INTERVAL = 2' Me-& 111%"A I A rlV KING COUNTY POINT # REN.T1852: FOUND PUNCH IN 3" KING COUNTY SURFACE BRASS DISC. AT THE STREET INTERSECTION OF NE 4TH STREET AND 148TH AVE. SE MARKING THE NORTHWEST CORNER OF SECTION 14, TOWNSHIP 23N., RANGE 5E., W.M. ELEVATION= 454.78 FEET. SITE: SET COTTON GIN SPIKE 19.1' SOUTHWEST OF THE WEST COLUMN OF GATE. SCALE : HORIZONTAL - 1 20 ELEVATION= 407.96 FEET. . i BASIS OF BEARING z.. STA. 18+ ....,. ...,.. ... 1 -8" 45` BEND . M .. \ -.:: \..... :.... ;.. € ...: ::: ... LAMBERT GRID WASHINGTON STATE NORTH ZONE COORDINATES A \ W/CONC. BLKG.. / \ .... ..:..:........ ...... .._...... ._...... _ ..:.:.. /r - ...... \ ... X .: m. \. z �. STA 18+21 40 2 49 L M FlLL AND COMPACT ROADWAI ...:¢ :. :.: .. .. Try. ....... ..:..... :_ . ... - ................. \. ..._ „ . e...&J)' h^ PRfSM FINISHED GRADE :... .....__...:. .... ..... apm o u AT THE STREET INTERSECTION OF NE 4TH ST AND 148TH AVE, SE, 1-8 45^ BEND v .TO FOR WHITMAN PL N.E./ RANGE 5 EAST OF THE WILLAMETTE MERIDIAN. THE NORTH AMERICAN Ua DATUM OF 198311991 (NAD 83191) GRID COORDINATES WERE FOUND TO W /GONG BLKG ®� BEFORE:EXCAVA'710N :. INSTALLATION OF WATER LINE THE SEA LEVEL CORRECTION FACTOR OF 0,999981824 AND THE GRID SCALE FACTOR OF 1.000002187 WAS APPLIED TO THE GRID n'A ✓.. y N n p „°pj: EXISTING fn II -i v v~e z II ........ \ GRADE STA 46+80.45, FINISHED \ ... ;.R ....._. .... o Z U '00 J Oi ' - - - - GRADE END. CURVE TD 1. 247LF88 - �I c VJ CL ( MIN }EAR: W Z //��•• R LL A. Wu>¢0 0 mNW2 IL Jm0)0. - 36 MIN.:._: 6 CLEAR COVER ..- . m . z - Tj$ /8w 5824 �IW7i 41LF 8 ....D.l P .. 1571E 8 P_.VC Sig 8}g} Ddt7g 4$ Q v: rn ti SSMH No. $ ��o. RIM 3S9.H2 4�• a°: z Q. 06 - ,: �?M.. AS Ag /:Tf 9G 3S1 `/ 90 L z :. STA.:': ... mK ti d� > = 3'J9r19 o II IE 8 (OUT) SW 391 89 390 64 eSt�• ®rn " ¢v �; SSMH No.`. Q.. M RIM 3§8 83- - s98.24c .g 4 f5. z ¢ o d M oo Z ¢ IE 8 IN E - _39+ 19- ( }...... (IN) NW 3°3-f4• 390 99 6 Q_ 399: -73 0.•8 y > 4........ rn IE 8.:..(OUT) S.- :..38§93- :.389 67....... Z II -¢ > "� q...... IE 8 : (IN) NE -- '3QB-9 389 7.24• z „IE ^ q rn ...� ®ro -ti -..fin 2 - - o g..o q� IMF _ .._..rte• a f! N.... LOT 12 EXISTING sn nom: 8 B° (IN)_ 36 blQ °•BLOT Zia, ++ �N ¢ o ®�N n CENTERLINE ELEVATION_ 15 PROPOSED FINISHED ¢ n p CENTERLINE ELEVATION .... ._ .... ...... v- 2 v10. -rnb : : nN. : rnro. -N� OOi : (Vp ::: d'� :: rn!M. Ciro :: -7 VN• :. 0?0. �`!�: : iN : O0 rn� Opj 0/0�. m:^ pp r^ n0. a0�. .000 O �. .Op 00 0.�.. :� Vd. V'�. V'M t: �(o .0� .. O.q Off. 01:01 .O'q OOI .. 01 p1- �� : .tr7 r•OM -. .MM ::M� :: MM Mme. 19+20 18 +80 18+40 18+00 17+60 ROLL 207 17+20 16+80 410 405 N U� W W 395 Lu z 39® U Q 385 FO4ei UX 20 0 10 20. 40 GRAPHIC SCALE SCALE: F= 20 TRACT A -. -.__ icc �:• -tIw /I II ma KEY MAP SCALE : 1" = 200' VER77CAL DATUM c w -f�ks CITY OF RENTON, NAVD 88 CONTOUR INTERVAL = 2' Me-& 111%"A I A rlV KING COUNTY POINT # REN.T1852: FOUND PUNCH IN 3" KING COUNTY SURFACE BRASS DISC. AT THE STREET INTERSECTION OF NE 4TH STREET AND 148TH AVE. SE MARKING THE NORTHWEST CORNER OF SECTION 14, TOWNSHIP 23N., RANGE 5E., W.M. ELEVATION= 454.78 FEET. SITE: SET COTTON GIN SPIKE 19.1' SOUTHWEST OF THE WEST COLUMN OF GATE. PROJECT NO.: 02054 ELEVATION= 407.96 FEET. 3 BASIS OF BEARING TRUE N O RTH. BASED UPON. GLOBAL POSITIONING SYSTEM GPS cd �! LAMBERT GRID WASHINGTON STATE NORTH ZONE COORDINATES A CCU . � . � CONV ERGENCE ANGLE OF 0058'30.28" COUNTERCLOCKWISE WAS � APPLIED AT A PUNCH MARK IN 3" KING COUNTY SURFACE BRASS DISC, o u AT THE STREET INTERSECTION OF NE 4TH ST AND 148TH AVE, SE, �T w A MARKING THE NORTHEAST CORNER OF SECTION 15, TOWNSHIP 23 NORTH, WHITMAN PL N.E./ RANGE 5 EAST OF THE WILLAMETTE MERIDIAN. THE NORTH AMERICAN Ua DATUM OF 198311991 (NAD 83191) GRID COORDINATES WERE FOUND TO BE 180903.998 / 1316622.321 AT THAT POINT. THE INVERSE OF BOTH W THE SEA LEVEL CORRECTION FACTOR OF 0,999981824 AND THE GRID SCALE FACTOR OF 1.000002187 WAS APPLIED TO THE GRID n'A COORDINATES FOR SHOWN GROUND DISTANCES. A w %lrc . S EN6 NA L L8�05 EVIRES: MAY 6, 2007 PROJECT NO.: 02054 3 cd00 I1J C 0 g cd �! 0 3 � wo A CCU . � . � ZZ to .. Z � -3�Z_ N (n Z o u 0z0to 0 00 Lij f: C\l 11 �T w A gt=iL IL113:IL WHITMAN PL N.E./ i I r I w N> 0 �1 W N ALL WATER METER'S TO BE 1 " �stppl °ALFA'' 11A ,� _- eIN PROJECT NO.: 02054 3 DRAWN BY: aJGC Y-i ^ • rl � � cd �! z CCU . � . � • � � � W o u co �T w A bD to 03 WHITMAN PL N.E./ Ua N.E. 2ND CT i I r I w N> 0 �1 W N ALL WATER METER'S TO BE 1 " �stppl °ALFA'' 11A ,� _- eIN PROJECT NO.: 02054 3 DRAWN BY: aJGC 0 z SHEET REV.: 06 -13 -05 Q® 652460C rl cn W co WHITMAN PL N.E./ N.E. 2ND CT N W OD STA.19h50.00 y N SANITARY SEWER v J Q LL F o Z U '00 J Oi 02054SrI03 -C25 J NN TD 1. 0 a^ c VJ O 0) �o W Z //��•• R LL Wu>¢0 0 mNW2 IL Jm0)0. i I r I w N> 0 �1 W N ALL WATER METER'S TO BE 1 " �stppl °ALFA'' 11A ,� _- eIN PROJECT NO.: 02054 u o �1 ult T DRAWN BY: aJGC ISSUE DATE: 03 -07-05 SHEET REV.: 06 -13 -05 Q® 652460C rl cn WHITMAN PL N.E./ N.E. 2ND CT STA. 16 +50.00 TO STA.19h50.00 y SANITARY SEWER WATER S u I LT PER PLAN AND WATER UNLESS OTHERWISE NOTED PLAN AND PROFILE CHECKED FOR COMPLIANCE RECOMMENDED 02054SrI03 -C25 TO CITY STANDARDS FOR APPROVAL V� 84WDate BY: Date Dg BY: C25 N6Fklu.� �A&oµR% Date 6 /21 /DS SQVMLU ftlig2W7 ASS - i246OG SCANNED OCT 2 8 2005 1 CPJ , j - j 4t6o ? �y I i n C'4 ° rn N 3 REVISIONS 1 1 TJi STA. 23 +14.32, 12.00' L W Z U- 1 0 L0 0 Nf cc 1 -- LL N Z 1 1 m I it ° F-Z E I m 0 �- iC 1F� 1 �I 1 gIII O Q 1 PAO I II 1= 402.01 ALLA77ON OF WATER LINE z -1 N w ° J v + r J F < z< v Z �3 LL 1 1 INVr39 L F w H 3 1 N ! w w< Z v� Q CID 1 �1 IQ-W 49 Z. = o W' 80T. VJ LL Z , y 00 _�t :u r 3 Q Zw J r 0 If — - mE 1 TO o d 1 395.0 1 I 1 I a 1 1 < pg ° 1 58 1 ' PAD = 401.0 420 b 04 g 2P " 415 J U Q 410 6 L� J J J J J w w w w Y V 05 1� w a W J J J J J a ¢ W O O N N '^ o) 00 010 O 'o 0 V, LLJ U U U U U r AAA W cri 395 U w w 00 �► Z Z U U oo ��ZZ 390 o a 0 W o o 5 W> ->- }r SEC. 15, TWP. 23 Nv, RNG. 5 E., W.M. ......... .......................................... . ....... STA. 21+00.28, 12.-0 62 L Z 2° STA. 23 +14.32, 12.00' L W� Z 1-8" TEE (FL) -- - -" 104LF 0.073 /A •B W/CONC BLKG. AND COMPACT ROADWAY M TO FINISHED GRADE.2 u Z 3-8" GATE VALVES {MJxFL)' IRE EXCAVATION FOR ©.:. ° . �, 397. N A-01 H2 E ALLA77ON OF WATER LINE z -1 N w ° J v + r n ��F- >MU FINISHED EXISTING Z ¢� ..- .iiiiii ®.�._. °-.¢ N 2 0 o Z M II ` GRADE GRADE EXISTING CENTERLINE ELEVATION IQ-W 49 Z. f¢-2 A•B 39y 13 E IE 8" (IN) E 394.56 A•$399 13 N IE 8 {IN) N 39456 A "39v.66WIF R . tOlIT) W a PROPOSED FINISHED �.CENTERLINE _ELEVA77C 1 - - -- - - - -_ ? ~� ........... nzc>_ na ° ` ... .... .... ... ..... ..... - ......... .. ..... ....... ... ... ... .. ...... .......... 187LF8 DI-P. - - - - - 6 CLEAR COVER MIN. (maul 1 - -247LF 8 " U.Lr_,_. -- - ` Z 2° STA. 23 +14.32, 12.00' L W� Z g„ PVC S -- - -" 104LF 0.073 /A •B W/CONC. BLKG ........ ............. ..... 234LF 8" PVC .. q IE 8 (OUT) W = 397--95 397,35 W A -e- to Z O C� sin^ m+ E^�-` ®al� 397. N A-01 H2 E Q:n wr �•h �NO^i n ��F- >MU IMF- N �Nm .........� Z ¢� ..- .iiiiii ®.�._. °-.¢ Q .�.� ^n°;0.......__. N Z.."'.o V z II IQ z li...... .___. .._....... �n Z M II ` 0" o? II � ti z M > o SSMH #7 ABRIM #Ozt.66 EXISTING CENTERLINE ELEVATION m y° v> _.__ .. .. ........... A•B 39y 13 E IE 8" (IN) E 394.56 A•$399 13 N IE 8 {IN) N 39456 A "39v.66WIF R . tOlIT) W a PROPOSED FINISHED �.CENTERLINE _ELEVA77C 1 MIN. V II ` Z 2° STA. 23 +14.32, 12.00' L W� Z N.E. 2ND CT (STA'. ,22 +'45:'76 1000 ..... I BREMERTON AVE N.E.) 1 -8" TEE (FL) ? h ¢ W/CONC. BLKG +? +� 3 -8" GATE VALVE (FLxMJ) N w N w MIN. J HORIZONTAL 1 °:, = 20 VER77CAL 1' = 5 � 1-8"x6' TEE (MJxF 19+60 20+00 20 +40 20 +80 21+20 21 +60 22 +00 1 -6 GATE VALVE 23+20 AB 2It9d91 57,09 R 14LF 6 D.I.P. 1 -5 1/4 ,MVD F.H. STA. 21191-665.66Lfi` SSMH - -No, i] ...- ._.... W/CONC RKG .._.. m RIM 485-95 '/06.12 A a Rl IE 8 (OUT) W = 397--95 397,35 W A -e- rn Q >MQ o ? II IE 6 IN N E - 398:85 ( ) (LOT 2) 397. N A-01 H2 E J HORIZONTAL 1 °:, = 20 VER77CAL 1' = 5 � ZI 19+60 20+00 20 +40 20 +80 21+20 21 +60 22 +00 22 +40 22+80 23+20 Rl FR - A.0 / I OFD@ 'p c 1 -- SAL - iL Ors�05 EXPIRES: MAY 6, 2007 30 1d W0 0 >Q r OD 0 <3 2 %WU 20 a o zo ao DOWN cVF0 Z F- Z .. ozookomo GRAPHIC SCALE ¢ 6- It IL 'S a- SCALE: F =20 btu I I cd 0 14 13 12 II 10 8 7 6' 5 4 3 2 :; 1 ,(,} ^CIS - C -- -ALE- h Q`v, • yW��/ • � y Ln - 17 56 57 a 9. 60t, . Ir 41, . 42 , ,j t ^ —i U to to 19 55 61 39 44 19 54 62 38 45 PO 53 63 37 46 1 �j ;- > 64 35 48 - '22 51 I S0 49 34 33 32 31 30 1 II macs 3 ICJ 23 24 25 26 2T 28 29 �A a»Ali KEY MAP S -e/L T SCALE : i" = 200' VJ CsX.D ; ' • sr ® N VERTICAL DATUM m N p CITY OF RENTON, NAVD 88 CONTOUR INTERVAL = 2' arcimE° J N b 420 BENCHMARK I �h< I�NAL (� v y 616 2� XX •e ,y BASE: a Q $ KING COUNTY POINT # RENT1852: Q 0" FOUND PUNCH IN 3" KING COUNTY SURFACE BRASS DISC AT THE STREET �n INTERSECTION OF NE 4TH STREET AND 148TH AVE, 'SE MARKING THE v+ P p 415 3 N 5. W.M. U o W NORTHWEST CORNER OF SECTION 14, TOWNSHIP 2 N., RANGE E, Z J o 1 ELEVATION- 454.78 FEET. J N Q7 N SITE: W N SET COTTON GIN SPIKE 19.1' SOUTHWEST OF THE WEST COLUMN OF GATE. pN3N Q, 410 ELEVATION = 40796 FEET. Ljs BASIS OF BEARING -� �J, j ¢ U) <O w O mccv¢O TRUE NORTH, BASED UPON GLOBAL POSITIONING SYSTEM (GPS) a L.L IL _3 rn m IL LAMBERT GRID WASHINGTON STATE NORTH ZONE COORDINATES. A. 405 CONVERGENCE ANGLE OF 0058'30.28" COUNTERCLOCKWISE WAS APPLIED AT A PUNCH MARK IN 3" KING COUNTY SURFACE BRASS DISC, AT THE STREET INTERSECTION OF NE 4TH ST. AND 148TH AVE, SE, PROJECT NO.: 02054 MARKING THE NORTHEAST CORNER OF SECTION 15, TOWNSHIP 23 NORTH, RANGE 5 EAST OF THE WILLAMETTE MERIDIAN. THE NORTH AMERICAN DRAWN BY: JGC ® DATUM OF 198311991 (NAD 83191) GRID COORDINATES WERE FOUND TO BE 180903.998 / 1316622.321 AT THAT POINT. THE INVERSE OF BOTH ISSUE DATE: 03 -07 -05 THE SEA LEVEL CORRECTION FACTOR OF 0.999981824 AND THE GRID SCALE FACTOR OF 1.000002187 WAS APPLIED TO THE GRID COORDINATES FOR SHOWN GROUND DISTANCES. SHEET REV.: 09-08 -05 395 NOTE: ALL WATER METER'S TO BE I" STA. 19+50.00 TO N STA. 23 +24.55 a ° 390 WATER BUILT PER PLAN SANITARY SEWER _ AND WATER UNLESS OTHERWISE NOTED FLAN AND " o' 0%// / .a // PR6RiLc ..mop ,loop~ w — ®-w 020545W04 -C26 CHECKED FOR COMPLIANCE RECOMMENDED T CITY STANDARDS FOR APPROVAL Date BY: Date 1-9-06- BY: C26 Date SIUNER A3 .S 324bo� SCANNED OCT 2 8 200 ca : s• 3z:�looLJ C<v) $&'01 W.324t1OCWN) REVISIONS M U °o WHITMAN - PL NE. Ow 23 SCALE HORIZONTAL : i' 20 Z p -1 ®+ PAD = 39.0 I i I ' //. a Q c cNO � p �' ; I° / f ro 4 /STA- I STA. 30+23.92, 12.00' R /' �� SSMH No r1 l ANACORTES PL N.E. i / RTM =39836- 398r 38 A.8.,i 13 W /GONG BLKG I I 1 1 -8" 11 1/4' BEND (MJ) \ %, % IE 8" (OUT) SW,- 998-fe 8fG 546 \ \W�ONC: BLKG. / y; / lE 8" (IN) N = /39B �B j 3 .91 N a $. QOz h Q m - -- _- \ TA +41.80, 12.00'/R / IE 6" (IN) E = 98��/ / 384.86E'PAD / _ ° P4D = 1 co � a DfI^9 0 1 I X00.5 J 1 -6i' GATE (P. - ?3LF;6 D.I.P. , / / TI SEE NOTE) -- LL„ W PAD = 39515. II hB +9 9-15 A - aLf H. ASS'Y/ \ , / W/CONC. 813FG I D F W Q w5S,3b a$ STA. 2299 L ANACORTES PL N E W /CONE: BLKG.: o +� CZ .3: G Q Q (STA. I I 1 29y ST A:...:30 +41 80...::12 00 R ..._. ' Q AIR o/ LN) 12 +S7 SSMH N JO� 0:2R m Z :co •• RrzJ W W /yM� ' W Z LL! Et F W.. J � RIM = /394.48 3`1 A.B. IE 8" /(OUT) E - ' 38.16 IE 8j (IN) W 3864 E 389.21 w ' Q: IL IE 8 ° IN NE, =.3?-4--4� 38`1�24N.- 6' (IN SW = 384:43 - 1 -6'.' ::GATE VALVE: (FLcMJ) : -� ,7E ti tiWti1 o z - -- - - - -- _� f 13LF DIP... . 6 1 -5 1/4 "F.H ASSY i QSTA. 30, +11.63, 11.44' H v h �.- a ANACORTES PL NE ' (STA. 12 +64.91 1:00' 6 .. CL E a A, a N. E 2ND LN) 1' -8 "TEE (MJxFLxgL) .I 4 ° A o U- Z/'� N m W/CONC. BLKG. 3 -8" GATE VALV S (M �xFL) / Z N rL of _ 0H OE 3 / -- ,> Z U�a - - -- - -- ^ .5 j ..I (MIN) . } LF 8 PVC S ftv mE 9I cN o II 26, PAD = 397.`0 E IBLF. 8 DIP : . �•1- 0 m �. 2 - id 40 � ° �g N 410 II _ N I 405 � U 0 Q 400 a o a 6 a z 0 5 of b; 395 M , W 1 / 18LF S' D.I.P. W I (TAP Z 13LF 8" D.I.P. _ I I _ l Y":;az.iffi'ae..x.*I• _j 34 r 1 /1 I PAD = 395.5 I y< wu. I I/' - -I-- - -- - -- - -- J 1 392.0 INV.. 306 - I I I 393.Oi I I I I INV I I INV. 1= 1 - -I - -- -- I .I I Is l J I I 39.0 I 95.Q 1 1 1 I I ii 'I I �'I WATER' METER I I f' 1 I i1hP. SEE NOTE) I 1 \> I I Y8 1 I i 1, 1 35 I 11 1 ; 36 I I I, 3'% I I I PkD 401.0 33 PAD = 398.0 I I I PAD = 399.0 1 __ 1' PAD 400 I I 1 I I PAD = 396.5 I I I 91 I 1 1' STA. 30 +11.63 14 44' R SCALE HORIZONTAL : i' 20 SEC. 15, TWVP. 23 N, RNG. 5 E., W.M. ' ' l 49 50 ! %/ 64 (STA. 12 +64.91 12 00' R: N.E...2ND...LN)... l PAD = 395.5 � � \� , � % / "'%A8 Pyqp = 3970 2toc7S 4o�C2 f l 4 i 8" EE (MJxFLxF ), i I 1 /STA- I STA. 30+23.92, 12.00' R /' �� SSMH No r1 l ANACORTES PL N.E. i / RTM =39836- 398r 38 A.8.,i 13 W /GONG BLKG I I! I 1 1 -8" 11 1/4' BEND (MJ) \ %, % IE 8" (OUT) SW,- 998-fe 8fG 546 \ \W�ONC: BLKG. / y; / lE 8" (IN) N = /39B �B j 3 .91 N a $. I '� 6 I J� 1 P2 1 \ TA +41.80, 12.00'/R / IE 6" (IN) E = 98��/ / 384.86E'PAD / - 990 -I (jI P4D = 1 -30 LOP 37 / a,8. 1 - &ux6 ""FEE- (b1JxFL VALWI J) 1" WATER METER A 0 1 I X00.5 J 1 -6i' GATE (P. - ?3LF;6 D.I.P. , / / TI SEE NOTE) EXISTING F . 9-15 A - aLf H. ASS'Y/ \ , / W/CONC. 813FG crj I 1 _ W /CONE: BLKG.: V = / ' - 391.0 .1 / Q - 11 /� I I 1 C _ c ST A:...:30 +41 80...::12 00 R ..._. ' FINISHED GRADE W m Z :co •• RrzJ W W /yM� „SAP - 3L�8o'� L�yE �....w: W W , W 1 / 18LF S' D.I.P. W I (TAP Z 13LF 8" D.I.P. _ I I _ l Y":;az.iffi'ae..x.*I• _j 34 r 1 /1 I PAD = 395.5 I y< wu. I I/' - -I-- - -- - -- - -- J 1 392.0 INV.. 306 - I I I 393.Oi I I I I INV I I INV. 1= 1 - -I - -- -- I .I I Is l J I I 39.0 I 95.Q 1 1 1 I I ii 'I I �'I WATER' METER I I f' 1 I i1hP. SEE NOTE) I 1 \> I I Y8 1 I i 1, 1 35 I 11 1 ; 36 I I I, 3'% I I I PkD 401.0 33 PAD = 398.0 I I I PAD = 399.0 1 __ 1' PAD 400 I I 1 I I PAD = 396.5 I I I 91 I 1 1' 410 405 N. 400 W W 395 z � 390 v C 20 0 10 20 40 GRAPHIC SCALE SCALE: 1'= 20 KEY MAP S LE 1" - 200' � xaL 6 (3 \05 EXPIRES: MAY 6, 2007 rjj00 LI0 0 In (✓ 3 00 00 0 Z Z .. (- L �_ �0WN Fn -1 oz0zk mU h bA �u W � bj)�j cd U P CA - VERTICAL DATUM c 1N'f1 fedi CITY OF RENTON, NAVD 88 CONTOUR INTERVAL = 2' ccs l ."w AA cv KING COUNTY POINT III RENT1852: FOUND PUNCH IN 3" KING COUNTY SURFACE BRASS DISC AT THE STREET INTERSECTION OF NE 4TH STREET AND 148TH AVE. SE MARKING THE NORTHWEST CORNER OF SEC77ON 14, TOWNSHIP 23N., RANGE 5E., W.M. ELEVATION= 454.78 FEET. SITE: SET COTTON GIN SPIKE 19.1' SOUTHWEST OF THE WEST COLUMN OF GATE ELEVATION= 40796 FEET. BASIS OF BEARING TRUE NORTH. BASED UPON GLOBAL POSITIONING SYSTEM (GPS) LAMBERT GRID WASHINGTON STATE NORTH ZONE COORDINATES. A CONVERGENCE ANGLE OF 00'58'30.28° COUNTERCLOCKWISE WAS APPLIED AT A PUNCH MARK IN 3" KING COUNTY SURFACE BRASS DISC, AT THE STREET INTERSECTION OF NE 47H ST. AND 148TH AVE, SE, OF SEC ON 15 TOWNSHIP 23 NORTH MARKING THE NORTHEAST CORNER P , RANGE 5 EAST OF THE WILLAMETTE MERIDIAN. THE NORTH AMERICAN DATUM OF 198311991 (NAD 83191) GRID COORDINATES WERE FOUND TO BE 180903.998 / 1316622.321 AT THAT POINT. THE INVERSE OF BOTH THE SEA LEVEL CORRECTION FACTOR OF 0.999981824 AND THE GRID SCALE FACTOR OF 1.000002187 WAS APPLIED TO THE GRID STA. 30 +11.63 14 44' R SCALE HORIZONTAL : i' 20 ANACORTES LN N.E. AL 1' 5' VERTIC = ....... (STA. 12 +64.91 12 00' R: N.E...2ND...LN)... FILL_ AND COMPACT ROADWAY 4 i 8" EE (MJxFLxF ), PRISM TO FINISHED 6RADE i W /GONG BLKG BEFORE EXCAVATION: FOR z 3 -8 GATE :VALVES (MJxFL) INSTALLATION OF WATER LINE II .o..o_ .. ................ ...... ....... N o 2. STA 130+23.92, 12.00' R EXISTING F . ANACORTES LN N.E. 1 -8 11 1/44 BEND (H1J) crj GRADE O.2 .1 Z W /CONE: BLKG.: U 000 J OS / owEv .: .... ... ...; C _ c ST A:...:30 +41 80...::12 00 R ..._. ' FINISHED GRADE W m Z :co •• RrzJ W W /yM� 1 -8 "x6 TEE : (MJxFL 0 Q 0 U.. JmNd N w. l 1 -6'.' ::GATE VALVE: (FLcMJ) : ti tiWti1 13LF DIP... . 6 1 -5 1/4 "F.H ASSY i _ H v h �.- ; W/CONC BLKG 6 .. CL E r �.. `COVER' W) 36 MIN _- _ 353LF I FA PV - -- - -fib - 6" CLEAR ..I (MIN) . } LF 8 PVC S CID IBLF. 8 DIP : . �•1- 0 m �. 2 - Qti AS.... 5 GG 4.82 L :. M ¢ ,°p� N Z -moo Z k Z O 3 y STA rQ-i-ssa: "i QV I ,4 M E ¢ m Z tb r ,F ¢> o II v Z -� �g:: 32 +06.75 y /O ,R 06 u ANACORTES LN 2 +¢7OI: ^` ", : :SSMH O 2S R- (STA 12- Q M _ _ _ _.: _ _ _ ��r7~O NO. 8 WOE 2ND.: LNJ.. ..:.- SSMH No: 1 z It ?.. ....z I( ...... RIM 3J5 Y 3e8.38 A$ .:...:.. IE 8 (OUT) SW - J9 .le 389 82 S4Ti• RIM - 394 49 3991.4q A131 : - - - EXISTING - - IE 8" (IN) N = 39BRe 389.91 f4I AC+l. IE 8" (OUT) El 381.94 384,16 E CENTERLINE ELEVATION 1E 6° (IN) E 389:86 E A.$• IE 8" (IN) W -3863 381 21 WA8 IE 8" (IN) NE = 384 43 384 24 N40. LOT 37 PROPOSED FINISHED CENTERLINE ELEVATION 6° (IN) SW r 44.': o) MME ro:rn o,ro ui ,n..j .r o m 0) p 0XI m Mp M MW 00ro tOU - - ° v 'ncv . 1,,6 00 I< rn0) . M: q� MM 410 405 N. 400 W W 395 z � 390 v C 20 0 10 20 40 GRAPHIC SCALE SCALE: 1'= 20 KEY MAP S LE 1" - 200' � xaL 6 (3 \05 EXPIRES: MAY 6, 2007 rjj00 LI0 0 In (✓ 3 00 00 0 Z Z .. (- L �_ �0WN Fn -1 oz0zk mU h bA �u W � bj)�j cd U P CA - VERTICAL DATUM c 1N'f1 fedi CITY OF RENTON, NAVD 88 CONTOUR INTERVAL = 2' ccs l ."w AA cv KING COUNTY POINT III RENT1852: FOUND PUNCH IN 3" KING COUNTY SURFACE BRASS DISC AT THE STREET INTERSECTION OF NE 4TH STREET AND 148TH AVE. SE MARKING THE NORTHWEST CORNER OF SEC77ON 14, TOWNSHIP 23N., RANGE 5E., W.M. ELEVATION= 454.78 FEET. SITE: SET COTTON GIN SPIKE 19.1' SOUTHWEST OF THE WEST COLUMN OF GATE ELEVATION= 40796 FEET. BASIS OF BEARING TRUE NORTH. BASED UPON GLOBAL POSITIONING SYSTEM (GPS) LAMBERT GRID WASHINGTON STATE NORTH ZONE COORDINATES. A CONVERGENCE ANGLE OF 00'58'30.28° COUNTERCLOCKWISE WAS APPLIED AT A PUNCH MARK IN 3" KING COUNTY SURFACE BRASS DISC, AT THE STREET INTERSECTION OF NE 47H ST. AND 148TH AVE, SE, OF SEC ON 15 TOWNSHIP 23 NORTH MARKING THE NORTHEAST CORNER P , RANGE 5 EAST OF THE WILLAMETTE MERIDIAN. THE NORTH AMERICAN DATUM OF 198311991 (NAD 83191) GRID COORDINATES WERE FOUND TO BE 180903.998 / 1316622.321 AT THAT POINT. THE INVERSE OF BOTH THE SEA LEVEL CORRECTION FACTOR OF 0.999981824 AND THE GRID SCALE FACTOR OF 1.000002187 WAS APPLIED TO THE GRID COORDINATES FOR SHOWN GROUND DISTANCES. G A NOTE Tea PROJECT NO.: 02054 ALL WATER METER'S TO BE 1" /. DRAWN BY: JC3C AS, I® < -isms ISSUE DATE: 03-07-05 0 ®L 1 = ?(4j SHEET REV.: 06-13-05 (5z1A�a 6�/ ANACORTES PL N.E. STA 20+96.40 TO STA. 32 +50.00 SANITARY SEWER AND WATER WATER BUILT PER PLAN P'N'4Np UNLESS OTHERWISE NOTED 02054SW05 -C27 CHECKED FOR COMPLIANCE RECOMMENDED �7 TO CITY STANDARDS FOR APPROVAL I✓c�/ri Date BY: ( Z 2/ S : C27 n *Oui Date 92tiD--15 A3= 5- 3iAbo6 �CAPINED JJN % 1a 4WI w -324b »(sc sca:NwEO wr E 8 ?005 cry otp I n a � V 0 O ®� N W N N F LL crj g Z U 000 J OS W J mN rn C _ c ON3N � -v W� W •• RrzJ W W /yM� 0 Q 0 U.. JmNd COORDINATES FOR SHOWN GROUND DISTANCES. G A NOTE Tea PROJECT NO.: 02054 ALL WATER METER'S TO BE 1" /. DRAWN BY: JC3C AS, I® < -isms ISSUE DATE: 03-07-05 0 ®L 1 = ?(4j SHEET REV.: 06-13-05 (5z1A�a 6�/ ANACORTES PL N.E. STA 20+96.40 TO STA. 32 +50.00 SANITARY SEWER AND WATER WATER BUILT PER PLAN P'N'4Np UNLESS OTHERWISE NOTED 02054SW05 -C27 CHECKED FOR COMPLIANCE RECOMMENDED �7 TO CITY STANDARDS FOR APPROVAL I✓c�/ri Date BY: ( Z 2/ S : C27 n *Oui Date 92tiD--15 A3= 5- 3iAbo6 �CAPINED JJN % 1a 4WI w -324b »(sc sca:NwEO wr E 8 ?005 cry otp I n a � V REVISIONS M ro U z M _ � O�1 IJ11 z +LL o`� � �� � �o � Q /�/y�� ° a � r^ W O a VJ r(� O _+ N r c =Jai LQ�Z =�Z Z W I..1 � � . - li,s O � Q Z Q CII 'O n0 �++ N O 0 y.- ` C 3E v �Za U 1/M'�' A41 U LJ� �C °'o c v� -d \E �N �I •� �, o� a� m � 4a o r- �? I �� o 'o O � U w � o b o o � z 0 5 i" 1 I I I I 1 I � �.�� � I I 8 \ ,,, I I `� i c � � I I � � '� s� _ ` 1 PAD = -403.0 � `.,I j � 1 I I I I I PADJ`-- �402_0� � - I :gam + _ I i , 1 I I i„ WATER METER I !I i - - - -- I v v � �� a � -J '�__ -__ - - -- -J`' I � , I I I (TIP- SEE NOTE) I I I 5= 0.0200 1 I '' � `K �m`,�.:. � -' I _ 1 � \ '° I I I i I I- �` 1 62 I I 61 I , LMIi`(.� t`TYP.) ------ - - - -L- { ro � �� -I -- -- -- \ �, 1PAD = 40t�.5) I PAD = 401.5 I _ _ _ � �� �I��z*..a'� I �... I I.` ��! � 1 I I I - - STA. 33 +91.68, 12.00' R z � �n p� � ,� I I � �'a i _ � 1 '- -I I I '� (---- 7�'ScCfiE�(FL� - - -- � �- �� .� ,7; I j I` , I � �, I I I. / I 7 -8" GATE VALVE (MJxFL) I T �,,� +� � � � I PAD = 404.0 I � � ` 1 I I. I I I,� I 1 -8" ADAPTOR (MJxFL) I `� � ��a � I / I 1� �, 1 INV. =1� � INV. _ �� i -6" GATE VALVE (FLxMJ) I �a �� �`�� I I I I � po � �/y 38LF 6" D.I.P. �, � �I o , � I to <' � I � I 1 1 394.5 li I 395.5 M � �,r' �' a I J-' - - -- -- - -� �9 i I � -� 1 li I \� _ � I � PAD q 403.0 1 -5 1/4„ MVD F.H. ASS'Y ��c� � up � � I � W /GONG. BLKG ) j ��., � � � / - - - - - - I I 1 li I � I l I � - / �s� � �N � - - - - -_ - - -� it � I . - 1 I I "7" I � I SSMH No. 9 / � `� -� �- -- I I I N� - - - J I I - -1 �.; - -J- - - - RIM = i6P.9(r vo2.3v A8 o- �",. %�` � I J/ I I III I v 4 - - - - t � - - - -IE 8° 70D TJ � = 394' " -^ / I I 1 i IE 6" (IN) E =394}4 - I - LOT 40 n e �, -a �- W c=q i _. :. .. .. PROJECT :�� / ox� Kg . Ara / AN W = 1 q�'i ; ;.... BEF..ORE, E1CC.4.VA, .TION;.:FOR.. .\ �� r� � �o _ 131 8 PVC � s =d{a� -� r � � � ' �X a soa a I ' I 1 � 1 W / ^� I.'r� � .91 3 LI( y I�� � I I !t'G : 5.70 I� I 1I �- E �' x .x SrR I20 t 07, Z l 6 I I I � ���� -$ �,W � '� i4 SSNt H # 7 k$PAD = 405.0 � I �' i � , . � s" �, s� � I RtMyoY. ii +> •� III I I {3 xa<� � - Tg . � I I I 39y 13 E Q -P�. I I � I I � sz c.� +.,: � I I 3'1'1.13 N .o..m. I j5f '�� °`'�, � �'": � - o � J 394 � oo w 4. p. - - - -J. >I I i `?ta o ��� � i°:. � :� I � 212 LF 8" PVC � �9, I I I '�� 5= 0.0050 - - - - - I I''I b �'2 FY .� - �. I 5 :. I 1 1 1 ��?�� �� �� I PAD - 405 5 1 I I I i i 415. 410 N U 405 � Lll 400 2 U 395 ,TiG�/] SGALE � HORIZONTAL 1' 20 VERTICAL, 1' * 5 _ .. ��. � _. :. .. .. PROJECT :�� 415 ;...:.. ...:.. .:.. ,.::...: ; ;.... BEF..ORE, E1CC.4.VA, .TION;.:FOR.. .\ �� r� � �o L I ' I 1 � 1 W / ^� I.'r� � STA. :33 +91:68..12.00'.R' � �'! � � sT 21 +00.28, 12.00': I I 1 -�' TEE (MJxFLzMJ) I I I '� I I i i Q 1 - - -- - T -� -�/ - - - -- -� � � - -- - -- (\ -- i - / � - - -� �j - � �v � � � � �a R' � I ; I W/ ONC. BLKG. I i 3- GATE (MJxFL) I i II i 1 I � a I 1 -6 G,4TE. VALVE (FLLzMJ) I �; I � �� ,�_ -1 � co ro' ..VALVES r --� - -- - - -J I �I I I I � 1 I I I - - -- I I I f� / _ -_ I_ � °`��a W g� I� � -- -- -- I III � I I � I INV. _ 396.0 � I � I I / / INV. - 397.0 I 16,. PVC � I I � I I �o � �� �� §'�` - �� 1 - - - - - - � I I I I � I � STA. 35+51.61, i.Ot' LI o I i I I I I I i I 1 1 I I i" WATER METER I I I it I I �i�` � , I I MIN..02?� I ( ) I I p I, - h rl ��� °� � � �� '��� � I I I SS CLEaNOUT I ,. I i I I RIM 411.3t I I I �I I I � 1 I I TYP. SEE NOTE ( ) I� I 12 5TORM -j SOLE 8 ": D.1.P, I I li I I J � is F�� � '� IE 8" = 395:20 I I I I I l I I �40�:0 //I I, fI t�l r-� r- _`I -! V I `,1.- I�I I I I 11\���; 138 =1 I �- ,PA0�3-- I `� PAD4O403.0 I I I bAD.4105.t]l ��,�����_�� .�PAD4406.0 I i i 6 CLEAR 1 4oY.o l I � - � � , I I .I I� I I In .,..�.�,r w.,l�,�.�...� =� -- -I I �, _ - , . III 415. 410 N U 405 � Lll 400 2 U 395 ,TiG�/] SGALE � HORIZONTAL 1' 20 VERTICAL, 1' * 5 _ .. ��. FILL AND COMPACT ROADWAY ° rrcl�rvr` Iv nni�r'r�n c.rcnnc � _. :. .. .. PROJECT :�� 415 ;...:.. ...:.. .:.. ,.::...: ; ;.... BEF..ORE, E1CC.4.VA, .TION;.:FOR.. , ::_ , , ....... ELMkURST :.:... ��TT��n,D h�i I"'I � INSTgLLAT10N;OF WATER. LINE W / ^� P® VJ � STA. :33 +91:68..12.00'.R' ; :: 4i R -0 W CHECKED FOR COMPLIANCE T CITY STANDARDS RECOMMENDED FOR APPROVAL ..:..�.. ..__.: ......... .. .............. ....... i 1 -8 "x6° TEE' FL ...... ..... 1 8 GATE VALVE. {MJxFL) N 2 �.z: OI t() I € � .:_. 410 N 1 -8 ": ADAPTOR: (MJxFL) .: ": -J � U' . ... ...L p � 1- a 1 -6 G,4TE. VALVE (FLLzMJ) :. ; : N Z � :a1 �' �_ C? � J OS WJ mN W �N F H ,.4SS Y � : °`��a W J FINISHED :W /GONG. BLVD GRADE W /W/�� F LL _ :: ¢ Z � ¢ W , � _..._. _..: .... _..__ EXISTING 1 -...z. w.z v>.a v 1-_ ... _ vi � _ 40 5 ..GRADE.:. ::: ;. ,. ;.. T II: -JI . - - - - - 12 5TORM -j SOLE 8 ": D.1.P, -- 36 MW (II 6' CLEAR (MIN.). COYER 353LF 8 D.I,P. -- 6 CLEAR (MIN) 126 LF 8" PVC S= 0.0050 p:0310 A.� _.. _.. _..... _395 131LF 8': PVG 5=0•x- RB 33 +3b 88 5:.17 c STA.: 2t�66rP8-- iz^-B�-E- 1 -8" TEE (FL): qp STA s�;��' -_ ! W /GONG BLKG. : : Q z : - : ISSMH No.- 9 :: � : : - 3 -8" GATE VALVES (MJxFL) A6 s7gR.:. - � m...: ro.. z � {, ¢N _. �'a ^ RIM 4H3:BG vo2:3y A9 :...:_ _ 8" S 39484- 393;97 20+ rzr 57A : ^+ �� 3 0 390 � N oro � ° ? ^ rn ti ®M � , � IE (OUT) = IE 6° (IH) E - 394x1 -t- LOT 40 394: 12 E S p.S EXISTING RIM H# : ypy 11 A B CENTERLINE. ELEVATION STA: 35+51.61, 1.0'1 L o ®._'o + m� _ o : ®cl M v1 z II `. - - - - ' � � Q.8• � � - - _ � � � ; IE 8' (IN) E -� 39#- $Cr394 13 E a•'� SS CLERNOUT N � ^� o z p `, � m � > � o PROPOSED FINISHED IE 8" (W N. _394- 56.39y 13 N L.:v GENTERLiNE ELEVATION IE 8'_ (OUT) W.:- 3$¢- ¢£-34y 00wes. a �._...... RIM 411 3t IE 8 ": (QUT) S = 395.20. z� ._.... ,... MN M W T r'7 d�'a0 Op :O p O o:o oo oo.... oo:. �;d a.� �.d- a:<r M+ry t0 cp m O Y:V 'n;47 � 'iN ' N ' r.j N',:j . : N;Nj N oo :oo oo.... o;o. o:o o vd- v..l. a.c �:d- aiv a- 32f80 33f20 33f60 34f00 34f40 34f80 35f20 -• s 20 0 70 20 40 GRAPHIC SCALE SCALE � 1° _ 20 KEY MAP SCALE ; 1 " = 200' WATER BU(LT PER PLAN UNLESS OTHERWISE NOTED vERncAL DATUM CITY OF RENTON, NAVD 88 CONTOUR INTERVAL = 2' QCAI!'`6JA/ARII KING COUNTY POINT # RENT1852: FOUND. PUNCH IN 3" KING COUNTY SURFACE BRASS DISC AT THE STREET INTERSECIION OF NE 4TH STREET AND 148TH AVE. SE MARKING 7HE NORTHWEST CORNER OF SECTION. 14, TOWNSHIP 23N., RANGE 5E., W.M. ELEVATION= 454.78 FEET. sirE: SET COTTON GIN SPIKE 19,1' SOUTHWEST OF THE WEST COLUMN OF GATE. ELEVATION= 40796 FEET. BASIS OF BEARING TRUE NORTH. BASED UPON. GLOBAL POSITIONING SYSTEM (GPS) LAMBERT GRID WASHINGTON STATE NORTH ZONE COORDINATES. A CONVERGENCE ANGLE OF 0058'30.28" COUNTERCLOCKWISE WAS SU FACE BRASS DISC APPLIED AT A PUNCH MARK IN 3" KING COUNTY R , AT THE STREET INTERSECTION OF NE 4TH ST. AND 148TH AVE. SE, MARKING THE NORTHEAST CORNER OF'SECTION 15, TOWNSHIP 23 NORTH, RANGE 5 EAST OF THE WILLAMETTE MERIDIAN. THE NORTH AMERICAN DATUM OF 1983/1991 (HAD 83/91) GRID COORDINATES WERE FOUND TO BE 180903.998 / 1316622.321 AT THAT POINT. THE INVERSE OF BOTH THE SEA LEVEL CORRECTION FACTOR OF 0.999981824 AND THE GRID SCALE FACTOR OF 1.000002187 WAS APPLIED TO THE GRID COORDINATES FOR SHOWN GROUND DISTANCES MAY 6, 2007 �o Cn W � r � Q� OD OOW� ��WN N�jZ a�oW�NQNWQ vac���L�3� aQ V U ' � I-� i AI�j - -�j �3u�r�0� C'D: S'32H`oo(o �L✓, NEp �� 9a�j w 3z�sl2tscl�) ;raNrveo pCT 2 8 205 _ � � to � ': ro � N M O b � ,1 W I n c� � c '� a' ��. n' I� o'�p� 1L��4 ""1aNAL sew PROJECT NO.: 020'54 U '� ,� 3TA. 3a +50.00 To ^ �+'I � � •� U Z ��TT��n,D h�i I"'I � 3ANRARY 8EWER W W .� •� U p.a P® VJ � 1 i AI�j - -�j �3u�r�0� C'D: S'32H`oo(o �L✓, NEp �� 9a�j w 3z�sl2tscl�) ;raNrveo pCT 2 8 205 _ � � to � ': ro � N M O b � ,1 W I n c� � c '� a' ��. n' I� o'�p� 1L��4 ""1aNAL sew PROJECT NO.: 020'54 NO1G `' 3TA. 3a +50.00 To 0 �.�> �" ���r'�r '��af ,,g � ~c ��, �`�'. � .1- Z ISSUE DATE: 03-0%-05 SHEET REV.: 09 -08-05 3ANRARY 8EWER W P® VJ � 1 CHECKED FOR COMPLIANCE T CITY STANDARDS RECOMMENDED FOR APPROVAL Q Date 4 -9 - ©� N M W Date 9 °� os Date m N N a Q a U °o C? � J OS WJ mN W �N Q (5 ¢,. 5 L � °`��a W J ¢��Z W /W/�� F LL p�p mNQO IL JSNa i AI�j - -�j �3u�r�0� C'D: S'32H`oo(o �L✓, NEp �� 9a�j w 3z�sl2tscl�) ;raNrveo pCT 2 8 205 _ � � to � ': ro � N M O b � ,1 W I n c� � c '� a' ��. n' I� o'�p� 1L��4 ""1aNAL sew PROJECT NO.: 020'54 NO1G `' 3TA. 3a +50.00 To ALL WATER METER'S TO BE 1" // �n -ou �® ,® � ®• Ted o`2a � f/e �.�> �" ���r'�r '��af ,,g � ~c ��, �`�'. � .1- DRAWN BY: JCdC. ISSUE DATE: 03-0%-05 SHEET REV.: 09 -08-05 i AI�j - -�j �3u�r�0� C'D: S'32H`oo(o �L✓, NEp �� 9a�j w 3z�sl2tscl�) ;raNrveo pCT 2 8 205 _ � � to � ': ro � N M O b � ,1 W I n c� � c '� a' ��. n' I� o'�p� 1L��4 ""1aNAL sew ANACOR'TE8 PL N.E. 3TA. 3a +50.00 To 3ANRARY 8EWER AND WATER �� t� i/ / w s i i� I ® ® � PLAN AND r�ROr�ILE CHECKED FOR COMPLIANCE T CITY STANDARDS RECOMMENDED FOR APPROVAL 02G54SN106 - -C2d Date 4 -9 - ©� HY: Date 9 °� os Date BY; i AI�j - -�j �3u�r�0� C'D: S'32H`oo(o �L✓, NEp �� 9a�j w 3z�sl2tscl�) ;raNrveo pCT 2 8 205 _ � � to � ': ro � N M O b � ,1 W I n c� � c '� a' ��. oW 0 � IL ® +Q N � � �o a �Q j� /q ®Mry ° a NW�� �N�� =J�� �Q�'o J � ZQ WZLU� _ ®'z (1] O� W �a W � LLI Q m � 0 ® NN Y C `oE rr 3 "� - r Z V¢ U �aw as �c C � 'v � 1 � �E �' �N '9 'C p, _� a� 40 � H Vy Q 0 O N zg W YO `J Q ��� x � o � a zl 0 rn S it is REVISIONS r° I a � I (m -- - -- L_ I I Z o BRFMERTON 8 AVE :{N i I� PAD `�-- 8397 {5 � i � I W ` N j I I I T _ o �� Ir- - -- - - -� - ,I' =- - -�- I I `� o - - -1 /' i �� I I I I ( 1 / %, I L I I I I I/� I � to I (� ° � ��s I 29 I � � PAD jS�8.0 7 N ,O I l � 47 I!� 461 / / / i / /i � ro � /�� � � N _ � V , 420 415 410 405 400 395 390 385 i > �, SEC. 15, `TINP. 23 N, F�I�iIIG. 5 E., IV1. � BRFMERTON 8 AVE :{N i R � 1 I ; j I I �I ,i � � - - -� -� ter- -- -� I Ir- - -- - - -� - -r - - - -1 I I I I I i �� I I I I ( 1 / %, I L I I I I I/� I I � I I I 11 I I I QI � -- we _ I I °I _,.-f I I I '. I 1 1 —I � ,' 31 I I �i I 48 I 'i I l � 47 I!� 461 i I � I �' kI I �� i I I I� I� 1 I I PAD = 399.0 i iPAD = 401.0 i II iPAD = I403.0 � II PAD = - 404.0 i iPAD. = 405.0 � o � IAD = 406.,0 � � PAp = 407:0 II ; I , '' ; J---------- - - - - -J i ,I I ipo j 1,. WATER METE{2 I I II � � I � I I III 11 , _ . ,..I I � t , I I �� _ - - 1 � -- -- _ -� _' I / /; I (TYP. SEE -NOTE I I I I I ; I I T _- L..... 1 �� L I , I I I I I I I I I I I I I I - y ,(STA: '10= F00.2t, (i1�2'tR i N.E. 2ND LN) - -- - -- I I II I� ; I I I I i 1 i I I I I �i I I I I � �j � i � STA. 78 +20.2+ 13.9f'L I i I // I I; 1 I J1 ! I I I I �I i I I I � � _ �.�., �� i � I \ � 1 �f I (STA.E�0o10.2t, 12.0'tR '� IE �"' IE I 1 2" TEMP BLOW OFF ASS'Y 1 -1" AIR -VAC ASS'Y PER W CONC. BLKG / /,I -= � � ��� I IE 8" (IN)W ='s�'�331°J•35�•� IE 8" (IN) N = 379.36 � 1 %� REMOVE EXISTING 8" PLUG � �N.E. 2ND LN) AND JOIN EXISTING WITH PAD � 40.0.0 �-1=8 � �€RTIGAL -6ROS5 - (MJxFL� i � I � � �. _ �� INV. = I 395:0 I _ I I' li I' I- `INV. = I 3970 I I —j ; I . I — LLL 7 IINV.I 39 - I -.I I .0 I I ! - j J I I— — I INV. I II 399 :0 I I II I J I I_ _ INV. = I I IN "�• = 400.0 I I I 4 1.0 _ — J L I �- 1 1 � � 1 -8" BLIND FLANGE I.. \� W /2 " /� I I I �� 5 I I LI 'I � / I I` �I\ p� I I I� �- � � I I I � T I I -J-- �-- - - -- 1 -, � ��ARANB- flLFL�ANGE \ 1 -2" TEMP BLOW- - - /� FF ASSY — -- I � - � / - -1— —L- -- - - � 1 � � � , 111 - � -.� f `:- - �-.-� ,� . � 's 'r � "�'� -� - �"�.+- "sue '',�' � �, "�,� � :� �54LF� ,„�#�' x� DI P.� T � 178LF 1 w 1 �b ob' ��.,� � '�� "��.' ,zo bbd, a,;::- � ���;`�e� s � -� � �� / � �- �- ;, "` 94B"� _ `z^BBLF.B•. =PVC (n 1 LLI i > �, 0 - � BRFMERTON 8 AVE :{N E A. � R � � � �__ �_ P�'1 ^ :� 1 cn /,�- /�� ,8� - � , �j� �: �`. �� E { 1 (, \ 6 ;PVC � ��� S =0 0200. . �'r�— 0�\ o'< � - - � � �x3 1 Z ��% � N a L Q ll r �( Ox i �� � o � Q � � �� �(li W��o 10 Of'L � 1 �� ,, � i � ��� - - - � �� _ - - - - - - - / 1 STA 20 +14 7t 'REMOVE EXISTING 8: PLUG � 1 �%� \ �j j.;��� j- ��S�7r78 �� ��% -�- +07 Ot, 7.0;'I- BREMERTON AUE. 1y:E- I ��� � � - _ - - - I- - - - - - _ 1 - - - I AND JOINEXISTING:Ih'I TH 1 -8 "x8" VERTICAL CROSS. (MJxFL) S,TA. 20 +68.01, )0.00'L 1-8 "x6" TEE (MJxFLxMJ) 1 1 Q i / / j % � � �,i` - y ,(STA: '10= F00.2t, (i1�2'tR i N.E. 2ND LN) - - - - - - I STA. 20 +14;Ot, CENTERLINE I 1 -8" BLIND FLANGE 1 -g" BLIND FLANGE. W /2° 1-fi" GATE VALVE (FLxMJ) 16LF 6" D.I.P. 1 1 � �j � EX..SSMH No. 8 I I 3 ? EX. I RIM SSMH No. 9 � 403.5+ TAP AND PLUG 1 -5 1 4° MVD F.H. ASS'Y 1 I � � _ �.�., �� i � I \ � RIM = 398.71 IE 8" (OUT) SE= 379.26 I ; j _ i 1�i � � F'H.��F IE �"' IE (OUT) S 395:04 (IN) W - 395.14 I 1 2" TEMP BLOW OFF ASS'Y 1 -1" AIR -VAC ASS'Y PER W CONC. BLKG / 1 1 � ��� `� -`� IE 8" (IN)W ='s�'�331°J•35�•� IE 8" (IN) N = 379.36 � �` ,JfCrCLNU!'ZF'� � i, f �� +�I�L.� �_,��� I R,�CT���). L0�46 IE.�° I (IN) N - ��:3°�•(o�i 4.8. C.O.R.: STD. DTL. 8095 SEE CONNECTION DETAIL 2, SHEET C33B 1 ( ' • � . 1 20 0 10 20 40 GRAPHIC SCALE SCALE =1' = 20 KEY MAP . SCALE : 1" = 200' VERTICAL DATUM Cw -l1 k6� 4ZO CITY OF RENTON, NAVD 88 CONTOUR INTERVAL = 2' GCAI/+LI�IA DV KING COUNTY POINT # RENT1852: 41`5 FOUND PUNCH 1N 3' KING COUNTY SURFACE BRASS DISC AT THE STREET INTERSECTION -OF NE 4TH STREET AND 148TH AVE. SE MARKING THE NORTHWEST CORNER OF SECTION 14, TOWNSHIP 23N., RANGE SE., W.M. ELEVATION = 454.78 FEET. 4� SITE: SET COTTON GIN SPIKE 19.1' SOUTHWEST OF THE WEST COLUMN OF GATE. ELEVATION= 407.96 FEET. 405 BASIS OF BEARING TRUE NORTH, BASED UPON GLOBAL POSITIONING SYSTEM U (GPS) LAMBERT GRID WASHINGTON STATE NORTH ZONE COORDINATES,. A CONVERGENCE ANGLE OF 0058'30.28" COUNTERCLOCKWISE WAS APPLIED AT A PUNCH MARK IN 3" 400 KING COUNTY SURFACE BRASS DISC, AT THE STREET W INTERSECTION OF NE 4TH ST. AND 148TH AVE. SE, MARKING THE NORTHEAST CORNER OF SECTION 15, TOWNSHIP 23 03 NORTH, RANGE 5 EAST OF THE WILLAMETTE MERIDIAN. THE NORTH AMERICAN DATUM OF 1983/1991 (NAD 83/91) GRID 395 q�OTRj -DIAT POIN THE INUVERSE OFEBOTH OTHE9SEA LEVEL22 321 W CORRECTION FACTOR OF 0.999981824 AND THE GRID SCALE � FACTOR OF 1.000002187 WAS APPLIED TO THE GRID J COORDINATES FOR SHOWN GROUND DISTANCES. U 390 NOTE QALL WATER METER'S TD BE i" � 385 ' �� � �/� S .C9 , �� �; � K'6p� 380 ,� - �o�,,�� Izi aqy �ONat, r?s�s siw -sue ► CHECKED FOR COMPLIANCE RECOMMENDED TO CITY STANDARDS FOR APPROVAL �� i"��' -�+ Date � � � BY: Date BY: EXPIRES: MAY 6, ZOO7 � � Q 3 ao ao0o p � � W U _zz..� �1-U J�Z....�DW oz0�x�mU v�a=.�IQi�31�i �J U ' � M—I rl i. � `�!� P„y '� rn U � � • rl • rl ��" -tr � � � � � � •� U �T�� [/���] � � P�'1 ^ :� W -� /_ PROJECT NO.: 02054 DRAWN BY: JQC. ISSUE DATE: 03 -07-05 SHEET REV.: 06 -13-05 BREMERTON AYE. N.E. STA. n+92. To sTA. 2t +5oo0 3ANffARY 8EWER AND WATER PLAN AND PROFILE Ci`LC54S'�N07 -C29 � awn AB;S- 324bID "� "'� - ���� to.324b�3CxAH) SCaNtvEDOCT 282005 Cp..�'- ,�'2>;<6b 7 - -- tr1 � . ny .� ' n 0 N a ' N I n s �. ti':' A � 3 0 W PP�� VaJ � /_ N MQ W J N N N a L Q ll r U mo o� �� W , mN Q � QN �+N C J � �(li W��o W /�� � O mNW= F li. U.. J A to �. PROJECT NO.: 02054 DRAWN BY: JQC. ISSUE DATE: 03 -07-05 SHEET REV.: 06 -13-05 BREMERTON AYE. N.E. STA. n+92. To sTA. 2t +5oo0 3ANffARY 8EWER AND WATER PLAN AND PROFILE Ci`LC54S'�N07 -C29 � awn AB;S- 324bID "� "'� - ���� to.324b�3CxAH) SCaNtvEDOCT 282005 Cp..�'- ,�'2>;<6b 7 - -- tr1 � . ny .� ' n 0 N a ' N I n s �. ti':' A � REVISIONS M 0 r7 0 U M W Z F) Cc 0 N� EL Pp i 0Q F- m o� VJ N =JQ?l �Q z WZz'w 0 am Woc wWC z W m ELp LL Z ° N 00 0 w 3'E Z a 0 rn� �o aE d l �rn C 02 o acs 40 Z F- ° �g 04 u N 420 Wig 415 J U b � I � 410 J J J J J J CL a- a O O N of I N Q -° o 405 z 0 S 400 j W Z J 420 KEY MAP SCALE.: i" =200' e' a • u � VERTICAL DATUM A CITY OF RENTON, NAVD 88 CONTOUR INTERVAL = 2' 3z21 iONa1 FS�' BENCHMARK E :� BASE. KING COUNTY POINT # RENT1852: FOUND PUNCH IN 3" KING COUNTY SURFACE BRASS DISC AT THE STREET INTERSECTION OF NE 4TH STREET AND 148TH AVE SE MARKING THE NORTHWEST CORNER' OF SECTION 14, TOWNSHIP 23N., RANGE 5E., W.M. ELEVATION= 454.78 FEET. SITE: SET COTTON GIN SPIKE 19.1' SOUTHWEST OF THE WEST COLUMN OF GATE. ELEVATION= 40296 FEET. BASIS OF BEARING TRUE NORTH. BASED UPON GLOBAL POSITIONING SYSTEM (GPS) LAMBERT GRID WASHINGTON STATE' NORTH ZONE COORDINATES. A CONVERGENCE ANGLE OF 0058'30.28" COUNTERCLOCKWISE WAS APPLIED AT A PUNCH MARK IN 3" KING COUNTY SURFACE BRASS DISC, AT THE STREET INTERSECTION OF NE 4TH ST. AND 148TH AVE. SE, MARKING THE NORTHEAST CORNER OF SECTION 15, TOWNSHIP 23 NORTH, RANGE 5 EAST OF THE WILLAMETTE MERIDIAN. THE NORTH AMERICAN DATUM OF 198311991 (NAD 83191) GRID COORDINATES WERE FOUND TO BE 180903.998 / 1316622,321 AT THAT POINT. THE INVERSE OF BOTH THE SEA LEVEL CORREC77ON FACTOR OF 0.999981824 AND THE GRID SCALE FACTOR 0 OF 1.000002187 WAS APPLIED TO THE GRID COORDINATES FOR SHOWN GROUND DISTANCES. NOTE: ALL WATER METER'S TO BE I" 415 * THIS OFF -SITE WATERMAIN CONNECTION ASSUMES THAT RIDGEVIEW COURT WATERMAIN IMPROVEMENTS WILL NOT OCCUR PRIOR TO ELMHURST FINAL :SCALE::: HORIZONTAL 1' 20 PLAT RECORDING. IF CONSTRUC77ON DOCUMENTS FOR RIDGEVIEW COURT ARE AVAILABLE PRIOR TO INSTALLA7ION OF OFF -SITE WATERMAIN SHOWN, SEC. 15, 7"WP. 23 N., RNG. 5 E.; W M- I / ry I 2 - UwmtlgKr 51 PAD = 408.0 I UNLESS OTHERWISE NOTED 405 20 : 0. 10 :20 40 J r I r 60 111111111117 I - -- -- - - - - - -J i 04 a L T AS O - - -- GRAPHIC SCALE 00 SCALE: 1' =20 7� 11 1 1 PRISM TO FINISHED GRADE II� PAD 1409.0 -I P,ll-..ELIMINARY PLAT l 403.O 0r, RIDGEVIEW COURT h¢ h.: 2 �..... ov ....... .. q' FOR BEFORE EXCAVATION , INSTALLATION OF WATER LINE: WATERMAIN SHALL BE EXTENDED / +44.40 TO.-06'- 28LF 8" D.I.P. 1 - -8' 45' BEND (MJ� L AND CONNECTED TO EXISTING / - _ 8" WATER IN BREMERTON AVE. N.E n - - W/CONC -- BLKG-'- RFM FrA - - t 114 FEET NORTH OF PLAT BOUNDARY BEFORE RECORDING OF ELMHURST PLAT. / - - -% err99LF8DtIP -1 0 B�E11r1E T�i�l 11110 EXISTING 8° D.I.P. - �. Aspho�L,, x -- - -1 - - GRADE i _ - -_`2- n 9 8' =' D. R. ® �- DaV�' STA. 22 +86.99, CENTERLINE -SS CLEANOUT , .. . RIM = 409.23 IE 8" (OUT) S = 400.9111 W .w... ; ... ti STA. 22 +45.76, 10.00' L STA. 23+65.49, 1100' R BREMERTONAVE. N.E. 1 -8" 45' BEND (M1!) 1-z I \ STA. 24 +64.2 ±, 11.0 ± ". R \i 1 �0 (STA: 23 +14.32, 12.00' L W/CONC. BLKG P,EMOVE EXISTING 8" PLUG 0 N.E. 2ND CT) I 1 -8" TEE (FL) STA. 23 81 00 11.00' R AND JOIN EXISTING WITH I 1 -8 °x8° VERTICAL CROSS (MJxFL) W /CONC. BLKG 1 -1° AI� VAC ASS'Y 3-8" GATE VALVE (FLxMJ) 1 -8" BLIND FLANGE 1- 8",BLIND FLANGE W 12" ::::: _::: TAP AND PLUG 1 -2" TEMP BLOW -OFF ASS'Y PER CO.R. STD. OIL. 8095 ..� SEE' CONNECTION DETAIL 2, SHEET C336 EXISTING8 "D.l.P: FIELD VERIFY DEPTH OF EX. MAIN:- 9 I.. -: CONTRACTOR TO RELOCATE FUE WE METER ....... - AND METER TO ADJACENT NORTHERLY �� - - T: 3 OLF 8° D I P PROPERTY TO BACK OF RIGHT- OF -WAY,I _ _ -- COORDINATE WITH PROPERTY OWNERS. 420 KEY MAP SCALE.: i" =200' e' a • u � VERTICAL DATUM A CITY OF RENTON, NAVD 88 CONTOUR INTERVAL = 2' 3z21 iONa1 FS�' BENCHMARK E :� BASE. KING COUNTY POINT # RENT1852: FOUND PUNCH IN 3" KING COUNTY SURFACE BRASS DISC AT THE STREET INTERSECTION OF NE 4TH STREET AND 148TH AVE SE MARKING THE NORTHWEST CORNER' OF SECTION 14, TOWNSHIP 23N., RANGE 5E., W.M. ELEVATION= 454.78 FEET. SITE: SET COTTON GIN SPIKE 19.1' SOUTHWEST OF THE WEST COLUMN OF GATE. ELEVATION= 40296 FEET. BASIS OF BEARING TRUE NORTH. BASED UPON GLOBAL POSITIONING SYSTEM (GPS) LAMBERT GRID WASHINGTON STATE' NORTH ZONE COORDINATES. A CONVERGENCE ANGLE OF 0058'30.28" COUNTERCLOCKWISE WAS APPLIED AT A PUNCH MARK IN 3" KING COUNTY SURFACE BRASS DISC, AT THE STREET INTERSECTION OF NE 4TH ST. AND 148TH AVE. SE, MARKING THE NORTHEAST CORNER OF SECTION 15, TOWNSHIP 23 NORTH, RANGE 5 EAST OF THE WILLAMETTE MERIDIAN. THE NORTH AMERICAN DATUM OF 198311991 (NAD 83191) GRID COORDINATES WERE FOUND TO BE 180903.998 / 1316622,321 AT THAT POINT. THE INVERSE OF BOTH THE SEA LEVEL CORREC77ON FACTOR OF 0.999981824 AND THE GRID SCALE FACTOR 0 OF 1.000002187 WAS APPLIED TO THE GRID COORDINATES FOR SHOWN GROUND DISTANCES. NOTE: ALL WATER METER'S TO BE I" 415 * THIS OFF -SITE WATERMAIN CONNECTION ASSUMES THAT RIDGEVIEW COURT WATERMAIN IMPROVEMENTS WILL NOT OCCUR PRIOR TO ELMHURST FINAL :SCALE::: HORIZONTAL 1' 20 PLAT RECORDING. IF CONSTRUC77ON DOCUMENTS FOR RIDGEVIEW COURT ARE AVAILABLE PRIOR TO INSTALLA7ION OF OFF -SITE WATERMAIN SHOWN, TRACT BOUNDARY VERIICA L 1, =:5, . ... .. ... - UwmtlgKr 51 rREtiMiNARY PLAT ; UNLESS OTHERWISE NOTED 405 w (PROJECT) OF RIDGEVIEW COURT U a 04 a L T AS O Z FILL AND COMPACT ROADWAY PRISM TO FINISHED GRADE BREMERTON AVE. N E ......... .......... .... . .._... (STA..23 +14.3 12.00 h¢ h.: 2 �..... ov ....... .. q' FOR BEFORE EXCAVATION , INSTALLATION OF WATER LINE: _I .:... . ,L : .:I .N.E::2N0 :QT): . .... ... ."1 = N.U::... +1 �.�. +o :..... N .: FINISHED... .' : ... (:: . .... : ... 00'. R.: : STA 23 +81.00, 11.0 : _ ... i . B . 7EE. (FL) ....... : .. ...N W a �.w z ..... w .� N N ... ; .....EXISTING. ..GRADE GRADE 1-1 AIR - VAC :ASS'Y. , .. . /GONG. BLKG .. ... ; .: .... W .w... ; ... ti .. - -. - - .. . 3 -8" :GATE :VALVE: FLxlp1J : .:.:.. .. ...:.::: :. ..,......�.. .� ..�!10]U.Z!nz::. ::::: _::: ::: - ..� . -� EXISTING8 "D.l.P: -: _ ....... - �� - - T: 3 OLF 8° D I P _ - _ _ -- V66 __ 36::" Mlhl � I N V 404 6 � _ .: .. COVER � � � � � � : � � � 98LF 8" �D D.I.P. I P INV 405.3 �T - -- 178LF_8" DIP. - ..... __9.9LEJg -D 1 jl 1 NV 405 7 ...... .... .. _..._,..:1 NV -406.0 - ::INV 406.0 INV 406:1; . A•S 66LF 8 PVC S= 0.0050 00-4 9A STA 23 +6549 i1.p0 R Sip 24 +642+ 1i., R Ate; 2f� PVC 5 1 8 45' BEND (M!) REMOVE EXISTING 8 PLUG ..... .......... m. � 2Z-tZ277 0 21 L h STA.: 22t.86.99, CENTERLINE.:.:__ SS CLEANOUT W /CONC.::.BLKG... -: AND J044 EXISTING..: IV11H ........ 1 8x8": VERTICAL: CROSS (MJxFL) k- Q Z STA ^' . ', _ ? Rlh1 _ 409 23 Q rn..IE 8 (OUT) S .400.91 PROPOSED STORM DRAIN: _ - . 1 -8' BLIND FLANGE i -8" BLIND FLANGE W/2 SSMH No. 10 z Q) RIM 498 58 YO& 63 A 8: h ry AF3 �.^ @} o PIPE: TO BE INSTALLED AT A LA TER DATE MAINTAIN TAP AND PLUG IE 8" S =:i8®- f9- 319,88 py > 6 CLEAR 1-2' TEMP BLOW -OFF ASS Y: rn .. ... 1E 8 {1N): "N 499 ,399 g.9. .....o PER C. OR. STD OT 8095 ...... CONNECTION DETAIL 2, SHEET C33B Z u EXISTING STA: 23 +44.40 10.00': L :: SEE FIELD VERIFY DEPTH OF EX. MAIN . . CENTERLINE ELEVATION 1 -8" 45• BEND (MJ) .... .... ........ ..._. r PROPOSED FINISHED CENTERLINE ELEVATION ........ ........ W /GON BLKG ....... e . .. ... O.Q.. N'•- d.M �h WN. � 01 �.� a'� : lh. i'7^ COI M... row.. m.� .:aoro rogj ao;pj. a0g1 :rooi o,p op o.p o p. o:p o.p o p I'd av ao� °ioi- .:oil o p o p o.p �.v ai Q, o.. o �_o o.p _ oo m :: m_ ::� _ o o; o 420 KEY MAP SCALE.: i" =200' e' a • u � VERTICAL DATUM A CITY OF RENTON, NAVD 88 CONTOUR INTERVAL = 2' 3z21 iONa1 FS�' BENCHMARK E :� BASE. KING COUNTY POINT # RENT1852: FOUND PUNCH IN 3" KING COUNTY SURFACE BRASS DISC AT THE STREET INTERSECTION OF NE 4TH STREET AND 148TH AVE SE MARKING THE NORTHWEST CORNER' OF SECTION 14, TOWNSHIP 23N., RANGE 5E., W.M. ELEVATION= 454.78 FEET. SITE: SET COTTON GIN SPIKE 19.1' SOUTHWEST OF THE WEST COLUMN OF GATE. ELEVATION= 40296 FEET. BASIS OF BEARING TRUE NORTH. BASED UPON GLOBAL POSITIONING SYSTEM (GPS) LAMBERT GRID WASHINGTON STATE' NORTH ZONE COORDINATES. A CONVERGENCE ANGLE OF 0058'30.28" COUNTERCLOCKWISE WAS APPLIED AT A PUNCH MARK IN 3" KING COUNTY SURFACE BRASS DISC, AT THE STREET INTERSECTION OF NE 4TH ST. AND 148TH AVE. SE, MARKING THE NORTHEAST CORNER OF SECTION 15, TOWNSHIP 23 NORTH, RANGE 5 EAST OF THE WILLAMETTE MERIDIAN. THE NORTH AMERICAN DATUM OF 198311991 (NAD 83191) GRID COORDINATES WERE FOUND TO BE 180903.998 / 1316622,321 AT THAT POINT. THE INVERSE OF BOTH THE SEA LEVEL CORREC77ON FACTOR OF 0.999981824 AND THE GRID SCALE FACTOR 0 OF 1.000002187 WAS APPLIED TO THE GRID COORDINATES FOR SHOWN GROUND DISTANCES. NOTE: ALL WATER METER'S TO BE I" 415 * THIS OFF -SITE WATERMAIN CONNECTION ASSUMES THAT RIDGEVIEW COURT WATERMAIN IMPROVEMENTS WILL NOT OCCUR PRIOR TO ELMHURST FINAL 24+40 24 +80 PLAT RECORDING. IF CONSTRUC77ON DOCUMENTS FOR RIDGEVIEW COURT ARE AVAILABLE PRIOR TO INSTALLA7ION OF OFF -SITE WATERMAIN SHOWN, •� DESIGN AND INSTALLATION OF OFF -SITE WATERMAIN SHALL BE PER THOSE PLANS. 410 WATER BUILT PER PLAN U UNLESS OTHERWISE NOTED 405 400 saw ww -v 1%w mwffqmp U a 04 a L T AS O �s .0& Mb, A ® A 21+60 22 +00 22+40 22 +80 23 +20 23+60 24 +00 24+40 24 +80 n (V ,h ,�I •� aWJ U U a FIR CHECKED FOR COMPLIANCE RECOMMENDED T CITY STANDARDS FOR APPROVAL Date 10- hr-Q' BY: u Date t6114Jo5 BY: Date A6.S 329b11 ;CANNED OCT 2 8 2005 `� s x"41 cn_ 8 Cam/ 3zvc oe 2907 w - i4b19Csuw� IEXPIRES: MAY 6, 2007 1 §L VJ 00 W0 r 0 Q p q�0 �0IlN N�z Ill 0z0Lo Lo ob w I c\II c\I Ill It ;iIT D_.TIL.,3IL 3 0 0 MOM N W N V, N J F- 0 0 a:Z d J O0 T W J �N LLJ i o Q N c ® 0N3c L W� -j w .lam <z /W� p� MNQo r. r. LL. IL _I C COL PROJECT NO.: 02054 DRAWN BY: JCaC: ISSUE DATE: 03 -07-05 SHEET REV.: 10 -06-05 BREMERTON AVE. N.E. STA. 21 +50.00 TO STA. 23 +49.59 SANffARY SEWER AND WATER PLAN AND PROFILE 02054SW08 ,7c C30 m I r1 �I x 0 n (V ,h ,�I •� aWJ U U a 3 0 0 MOM N W N V, N J F- 0 0 a:Z d J O0 T W J �N LLJ i o Q N c ® 0N3c L W� -j w .lam <z /W� p� MNQo r. r. LL. IL _I C COL PROJECT NO.: 02054 DRAWN BY: JCaC: ISSUE DATE: 03 -07-05 SHEET REV.: 10 -06-05 BREMERTON AVE. N.E. STA. 21 +50.00 TO STA. 23 +49.59 SANffARY SEWER AND WATER PLAN AND PROFILE 02054SW08 ,7c C30 m I r1 �I x 0 REVISIONS no SEC. 15, TWP. 23 N., RNG. 5 E:, W M. n M NOTES- SANITARY SEWER NOTES t. •n eewn a,m ne xww E"way c.m Ha an. z w mMpm.a a«A aow a t' -r mW 2-o' +wr• 1. ALL WORK MATERIALS SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF q q' a a... m1 nom, Qa.. a• :w me '• .. RENTON UTILITY DEPARTMENT AND THE LATEST EDITION OF THE WSDOT/APWA STANDARDS AND SPECIFICATIONS, i. .n.e,00a,•rL rowan er ame>a aroi awtio eaia 2. THE HOURS OF WORK IN THE STREET RIGHT -OF -WAY SHALL BE LiMITED TO 8:30 A.M. TO 3:30 PM ON WEEKDAYS r a Z W UNLESS OTHERWISE APPROVED IN WRITING BY THE DEPARTMENT OF PUBLIC WORKS AT (425) 430 -7200. ALL ® 0 STREET CLOSURES, PARTIAL OR FULL, SHALL BE APPROVED BY THE DEPARTMENT OF PUBLIC WORKS 24 HOURS IN ADVANCE. THE THE POLICE DEPARTMENT, FIRE DEPARTMENT, AND 911 SHALL BE NOTIFIED 24 HOURS IN ADVANCE. co 0 3. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH "STANDARD SPECIFICATIONS FOR MUNICIPAL PUBLIC WORKS r1 Z CONSTRUCTION" PREPARED BY WASHINGTON STATE CHAPTER AMERICAN PUBLIC WORKS ASSOCIATION (APWA), FL Q/� LATEST EDI7iON AND CITY OF RENTON STANDARD SPECIFICATIONS. " J 4. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE CONTRACTOR'S u'r'BI Q RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE. B B c W 5. A PRECONSTRUCTiON CONFERENCE AND A 24 HOUR NOTICE SHALL BE REQUIRED PRIOR TO STARTING NEW • 2 J 0 CONSTRUCTION. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PRIOR TO I � N Dm- STARTING CONSTRUCTION. (INSPECTION WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF RENTON.) i{-.: ° ` " N «fir 'fit. 6Fl W IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE UTILITY DEPARTMENT 24 HOURS W ADVANCE OF DTI 1 UIL BACKFILLING ALL CONSTRUCTION. SI; r �• W W(1) 6. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF CONSTRUCTION AND FOR THE ® } SAFETY OF WORKERS AND OTHERS ON THE CONSTRUCTION SITE. £' CE us. as A.,a .,n � o •c sEyc� aucro eEsEUm Z IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY OTHER RELATED PERMITS was ToyALE N F PRIOR TO ANY CONSTRUCTION. LZ J s w w. Q8. PLANS APPROVED BY. THE CITY OF RENTON, PUBLIC WORKS DEPARTMENT SHALL TAKE PRECEDENCE OVER ALL OTHER <. PLANS. � " ADOI'TeO ... 9. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. R INCH OR 8 INCH f TWANOUT w N a _ _ -CON 29 MIN SLOPE 6" BUILDING SEWER PIPE 22. ALL SIDE SEWERS SHALL BE A MINIMUM 6" DIAMETER AND HAVE A MINIMUM SLOPE OF 2.09 PROPERTY / LOT i - - - CORNERS AND / OR BUILDING LOCATIONS AND FINISH GRADES SHALL BE ESTABLISHED IN THE FIELD PRIOR TO ANY HORIZONTAL r 6" SIDE OUTLET TEE to SEWER CONSTRUCTION. SIDE SEWER TEE STATIONS ARE REFERENCED FROM THE NEAREST DOWNSTREAM MANHOLE. THE SEWER MAIN r CONTRACTOR SHALL MAINTAIN ACCURATE AS -BUILT RECORDS OF ALL SIDE SEWER LOCATIONS. ALL SIDE SEWERS SEWER MAIN TEE WITH 6" SIDE OUTLET 11 10. THE CONTRACTOR 'SHALL PROVIDE THE CITY OF RENTON WITH AN AS -BUILT DRAWING OF THE SANITARY SEWER � - td LOCATIONS OF THESE IMPROVEMENTS, REFER TO THE ARCHITECTURAL SITE PLAN. IMPROVEMENT AND STRUCTURE LOCATIONS SHALL BE FIELD SET BY THE ENGINEER AS REQUIRED. XN `o J ¢ SYSTEM WHICH HAS BEEN STAMPED BY A LICENSED PROFESSIONAL ENGINEER OR LICENSED PROFESSIONAL SURVEYOR. awc. a ac g" °• s °' " ` a°" w BETWEEN THE TOP OF SEWER AND BOTTOM OF WATER MAIN, THE SEWER SHALL BE CONSTRUCTED OR ELEVATION 11. BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN LAYERS WITH A LOOSE AVERAGE DEPTH OF 6 J bA Cp A MINIMUM 0.10 -FOOT TO MAXIMUM 1.0 -FOOT DROP BETWEEN INVERT IN AND INVERT OUT ALL MANHOLE COVERS SHALL BE ADJUSTED TO FINISH GRADE PRIOR TO FINAL PAVING AND LANDSCAPING, 21. ALL TRENCH BACKFILL SHALL BE COMPACTED TO AT LEAST 95% OF THE MAXIMUM DRY DENSITY PER i:3: 5 MIX hh LL Z � q c s._ 0 0 p INCHES, MAXIMUM DEPTH OF 8 INCHES, THOROUGHLY TAMPING EACH LAYER TO 95% OF MAXIMUM DENSITY. THESE F PIP E N EACH SIDE OF THE PIPE OR TO THE SIDE OF THE COMPACTED LAYERS MUST EXTEND OR ONE E DIAMETER 0 A OF THE WATER MAIN CROSSING. MANHOLE FRAME AND COVER SEE U o E U 3a CONCREiE P }• � TRENCH. MATERIALS TO COMPLETE THE FILL OVER PIPE SHALL BE THE SAME AS DESCRIBED: : I 6° DRAwtNG BR29 (SP PAGE 8074) 'A' 'B' 'C' 48' MH 48" 6-MIN. 5 "MIN 24 "MIN. 21 "1.D. rZ. ° = 12. OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELED ROADWAY SHALL BE 13ACKFILLED WITH BLOCKING MtN 2 "� v � 54" MH 54" 8" MIN. 5.5" MIN. 24" MIN. 24" I.O. w ZUi =a 0 CRUSHED ROCK AND MECHANICALLY COMPACTED. CUTS INTO THE EXISTING ASPHALT SHALL BE NEA1LIIvE CUT W111 -1 12" MAX. ADJUSTMENT (4" MIN.) 60` MH 60" 6" MIN.' 6" MIN.. 42" MIN. 30" LD. >� a U � : �E... SAW IN A. CONTINUOUS LINE. A TEMPORARY COLD MIX PATCH MUST BE PLACED IMMEDIATELY AFTER BACKFILL AND o . i CONE o r COMPACTION. A PERMANENT HOT MIX PATCH SHALL BE PLACED WITHIN 10 DAYS AND SHALL BE PER CITY OF CONCRETE, DI PIPE AND CI PIPE SEWER MAINS " NOTES: a 26, PRIOR TO ACCEPTANCE OF CONSTRUCTION AND / OR ISSUANCE OF OCCUPANCY PERMITS, ENGINEER / SURVEYOR - ° ADOPTED ARE TO BE CORE DRILLED ` CURRENT CITY OF RENTON STANDARDS. a 0 RUBBER GASKETED JOINTS IN CERTIFIED AS BUILT DRAWINGS MUST BE PREPARED OF ALL SANITARY SEWER FACILITIES. crrr of RENTON 1 Standard plans 27. INSTALL FALL RESTRAINT SYSTEM IN ALL SANITARY SEWER MANHOLES OVER 20 -FEET DEEP. FALL RESTRAINT 1ST DATE: 12196 SYSTEM SHALL BE "SURETRACT CLIMBING AND FALL PROTECTION SYSTEM ", AS MANUFACTURED BY "MILLER FALL ACCORDANCE VA7H ASTM C -443 1. STEPS TO BE 314" 0 DEFORMED BAR .GALVANIZED SAFETY STEPS OR EQUAL. > 13. DATUM SHALL BE CITY OF RENTON, NAVD 1988 (METERS) AND NAD 198311991 (METERS). c' -BAR 2. STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS ARE INSTALLED, cnI �. - '� a, 14. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED TO THE SARSFACi10N OF THE STEPS -: 3/4" DEFORMED STEPS SHALL BE INCLUDED J. CASTING TO BE PER DRAWING BR29. o o y a� DEPARTMENT FOR THE PREVENTION. OF ON -SITE EROSION AFTER THE COMPLETION OF CONSTRUCTION. 6 -112" CONCRETE RISER BY PIPE INC., 4. MANHOLE SECTIONS TO BE OF REINFORCED PRECAST CONCRETE, 15: ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH SECTION 7- 02.3(1) OF THE CURRENT STATE OF WASHINGTON STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE 7' MIN. ,A. OR APPROVED EQUAL 5. ALL JOINTS SHALL BE GROUTED. 6. SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR SURFACES; INCLUDING ." wm CONSTRUCTION. THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE. TOP OF THE L CHANNELING, COATED (SEALED) W1TH A HIGH SOLOS URETHANE GoHALL wassER Mc- coNSeAL OR APPROVED EQUAL; COLOR of connrlc SHALL BE WHITE. QZ FOUNDATION MATERIAL AS WELL AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE. WILL BE SUPPORTED ON A UNIFORMLY DENSE UNYIELDING BASE. 12 "�) MAX.. PIPE SIZE- 7. RUBBER GASKETED JOINTS SHALL BE IN CONFORMANCE WITH ASTM C -443, PIPE BEDDING SHALL BE PEA GRAVEL 6° ABOVE AND BELOW THE PIPE LADDER STD. ALUMINUM OR GALVANIZED STEEL S. CHANNEL HEIGHT SHALL BE A MINIMUM OF 314 THE INSIDE DIAMETER OF THE LARGEST PIPE. 16. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER GASKETED ASTM D- 3034, -SDR 35, SDR, C900 MORTAR FILLET CONCRETE SHELF 9. CONNECTIONS TO MANHOLE SHALL BE MADE USING GPK ADAPTOR, KOR -N -SEAL BOOTS OR = OR DUCTILE IRON CLASS 50. SANITARY SEWER FORCE MAIN TO BE CEMENT LINED DUCTILE IRON PIPE CONFORMING TO LATEST REVISIONS OF AWWA C110 & C111, THICKNESS CL.52. . ' i$- PRECAST BASE SECTION APPROVED EQUAL. 10. MANHOLES EQUAL TO AND GREATER THAN 20 FEET DEEP SHALL HAVE A "SURETRACK" OR CAST IN SHELF. CLIMBING AND FALL PROTECTION SYSTEM INSTALLED. W Z 17. IN UNIMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 6 INCH AND MAXIMUM. 18 INCH ABOVE FINISHED GRADE. IN PAVED AREA, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING. ALL MANHOLES SHALL HAVE LOCKING B Z LIDS. 6 "MIN. (TYP) CITY OF RENTON ' 4O� < < N 18, ALL SANITARY SEWER IMPROVEMENTS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THESE APPROVED PLANS. ANY E OWNER, .GINEr., AND -AP,�RO RIAjEc „�LIC- DEVIATION FROM THESE PLANS WILL REQUIRE APPROVAL FROM THE crv�rrvcuc nrvu Arr cor aA�c rvau� ,. SANITARY MANHOLE TYPICAL DETAIL NT Standard plans LST DATE, 04/03 AGENCIES. NOT TO SCALE SANITARY MANHOLE TYPICAL DETAIL 19. LOCATIONS OF ROADWAYS, BUILDINGS AND PARKING AREAS SHOWN HEREON ARE APPROXIMATE. FOR DIMENSIONED � DWG. NAME : BR28 SP PAGE : 8071 w N a _ _ -CON 29 MIN SLOPE 6" BUILDING SEWER PIPE 22. ALL SIDE SEWERS SHALL BE A MINIMUM 6" DIAMETER AND HAVE A MINIMUM SLOPE OF 2.09 PROPERTY / LOT i - - - CORNERS AND / OR BUILDING LOCATIONS AND FINISH GRADES SHALL BE ESTABLISHED IN THE FIELD PRIOR TO ANY HORIZONTAL r 6" SIDE OUTLET TEE to SEWER CONSTRUCTION. SIDE SEWER TEE STATIONS ARE REFERENCED FROM THE NEAREST DOWNSTREAM MANHOLE. THE SEWER MAIN r CONTRACTOR SHALL MAINTAIN ACCURATE AS -BUILT RECORDS OF ALL SIDE SEWER LOCATIONS. ALL SIDE SEWERS SEWER MAIN TEE WITH 6" SIDE OUTLET 11 0 Z a° � - td LOCATIONS OF THESE IMPROVEMENTS, REFER TO THE ARCHITECTURAL SITE PLAN. IMPROVEMENT AND STRUCTURE LOCATIONS SHALL BE FIELD SET BY THE ENGINEER AS REQUIRED. XN V) r J ¢ 0 20. ALL MANHOLES SHALL BE PER THE CITY OF RENTON STANDARDS AND SPECIFICATIONS. ALLMANHOLES SHALL HAVE z w BETWEEN THE TOP OF SEWER AND BOTTOM OF WATER MAIN, THE SEWER SHALL BE CONSTRUCTED OR ELEVATION (Wi R ^ 91D3cw J bA Cp A MINIMUM 0.10 -FOOT TO MAXIMUM 1.0 -FOOT DROP BETWEEN INVERT IN AND INVERT OUT ALL MANHOLE COVERS SHALL BE ADJUSTED TO FINISH GRADE PRIOR TO FINAL PAVING AND LANDSCAPING, 21. ALL TRENCH BACKFILL SHALL BE COMPACTED TO AT LEAST 95% OF THE MAXIMUM DRY DENSITY PER i:3: 5 MIX hh 60" ALLOWABLE MAX. FOR CAST IRON PIPE OR DUCTILE IRON' PIPE �p�tONG p OF THE WATER MAIN CROSSING. Q_ U MAY BE T0590 %�F(NO�I IN AN AREA OF F� TURE PAVEMENT ORFSiRUCTURALT THE TRENCH BACKFILL L ANDCKFILL CONCREiE P }• � /P O�Eg�OGK I z 24. SANITARY SEWER MAIN LINES (8" DIAMETER AND LARGER) SHALL NOT BE CONSTRUCTED ANY CLOSER THAN 10 FEET MAKE TAP THROUGH CAST IRON SADDLE SECURED TO ANY BUILDING OR 5 FEET TO ANY CARPORT. UNLESS OTHERWISE SHOWN ON PLAN, SIDE SEWER SHALL HAVE A MINIMUM TO SEWER MAIN WITH STAINLESS STEEL BANDS COMPACTION SHALL BE COMPLETED PRIOR TO TESTING LINES FOR LEAKAGE. BLOCKING MtN 2 PX. 6 tl OR �E w N a _ _ -CON 29 MIN SLOPE 6" BUILDING SEWER PIPE 22. ALL SIDE SEWERS SHALL BE A MINIMUM 6" DIAMETER AND HAVE A MINIMUM SLOPE OF 2.09 PROPERTY / LOT i - - - CORNERS AND / OR BUILDING LOCATIONS AND FINISH GRADES SHALL BE ESTABLISHED IN THE FIELD PRIOR TO ANY HORIZONTAL r 6" SIDE OUTLET TEE to SEWER CONSTRUCTION. SIDE SEWER TEE STATIONS ARE REFERENCED FROM THE NEAREST DOWNSTREAM MANHOLE. THE SEWER MAIN r CONTRACTOR SHALL MAINTAIN ACCURATE AS -BUILT RECORDS OF ALL SIDE SEWER LOCATIONS. ALL SIDE SEWERS SEWER MAIN TEE WITH 6" SIDE OUTLET 11 PROPERTY LINE - I 6' -0" o FUTURE BUILDING SEWER M- - - - -- 2) rl ti w 0 a 2 "x 4" STUD SERVICE MARKER PAINT UPPER PORTION WHITE ANS STENCIL ON SIDE WORDING "SEWER" WITH 3" HIGH BLACK LETTERS. AND #6 WIRE WRAPPED AROUND THE STUD AND EXTENDED TO THE TOP OF THE STUD, SIDE SEWER DETAIL CHECKED FOR COMPLIANCE TO CITY STANDARDS Date Date Date RECOMMENDED FOR APPROVAL BY: BY: �O U1 uj 0) r n > Q 00 OD 00 Go - W JOZN ^coi O OZ X N LO mi ww1N�QN�W � is CL L:s my Cd • rl • rl W A O rW V/ r Q Z _W JW I. Wa: Z � it - m N N � - td SHALL BE TESTED AT THE 77ME OF MAIN LINE TESTING, PIPE MATERIAL SHALL BE C900 FOR DEPTHS OVER 15'. 6 MIN. XN V) r CONCEE BLOCKING TYPICAL SIDE SEWER ELEVATION ANGLE 23. WHERE A WATER MAIN CROSSES ABOVE THE SANITARY SEWER, AND LESS THAN 3'0 OF VERTICAL CLEARANCE EXISTS R'T' OR :TEE AT MAIM OVER 25 H z w BETWEEN THE TOP OF SEWER AND BOTTOM OF WATER MAIN, THE SEWER SHALL BE CONSTRUCTED OR ELEVATION (Wi R ^ 91D3cw bA Cp RECONSTRUCTED WITH DUCTILE IRON PIPE (CLASS 50) FOR A MINIMUM HORIZONTAL DISTANCE OF 10' ON EACH SIDE Wtt�~0 p OF THE WATER MAIN CROSSING. U NOTE.- UNLESS OTHERWISE APPROVED BY THE CITY, z 24. SANITARY SEWER MAIN LINES (8" DIAMETER AND LARGER) SHALL NOT BE CONSTRUCTED ANY CLOSER THAN 10 FEET MAKE TAP THROUGH CAST IRON SADDLE SECURED TO ANY BUILDING OR 5 FEET TO ANY CARPORT. UNLESS OTHERWISE SHOWN ON PLAN, SIDE SEWER SHALL HAVE A MINIMUM TO SEWER MAIN WITH STAINLESS STEEL BANDS w Z 2.5' COVER AT PROPERTY LINE OR 3 -5' LOWER THAN THE LOWEST HOUSE WHEN CONNECTING NEW SIDE SEWERS TO EXISTING 0� 0 25. NEW CONNECTIONS TO EXISTING FACILITIES SHALL BE SEALED OFF UNTIL UPSTREAM CONSTRUCTION IS FINISHED, ELEVATION, WHICHEVER IS LOWER. MAIN. , t^ TESTED, CLEANED AND ACCEPTED. ALL CONSTRUCTION DEBRIS AND WATER SHALL BE REMOVED PRIOR TO OPENING o w THE SEAL, ALL TESTING SHALL BE IN THE PRESENCE OF A CITY OF RENTON INSPECTOR. VITRIFIED CLAY, PLAIN AND REINFORCED r CONCRETE, DI PIPE AND CI PIPE SEWER MAINS 0 26, PRIOR TO ACCEPTANCE OF CONSTRUCTION AND / OR ISSUANCE OF OCCUPANCY PERMITS, ENGINEER / SURVEYOR - ° ADOPTED ARE TO BE CORE DRILLED ` a 0 CERTIFIED AS BUILT DRAWINGS MUST BE PREPARED OF ALL SANITARY SEWER FACILITIES. crrr of RENTON 1 Standard plans 27. INSTALL FALL RESTRAINT SYSTEM IN ALL SANITARY SEWER MANHOLES OVER 20 -FEET DEEP. FALL RESTRAINT 1ST DATE: 12196 SYSTEM SHALL BE "SURETRACT CLIMBING AND FALL PROTECTION SYSTEM ", AS MANUFACTURED BY "MILLER FALL > TE STANDARD SIDE SEWER INSTALLATION PROPERTY LINE - I 6' -0" o FUTURE BUILDING SEWER M- - - - -- 2) rl ti w 0 a 2 "x 4" STUD SERVICE MARKER PAINT UPPER PORTION WHITE ANS STENCIL ON SIDE WORDING "SEWER" WITH 3" HIGH BLACK LETTERS. AND #6 WIRE WRAPPED AROUND THE STUD AND EXTENDED TO THE TOP OF THE STUD, SIDE SEWER DETAIL CHECKED FOR COMPLIANCE TO CITY STANDARDS Date Date Date RECOMMENDED FOR APPROVAL BY: BY: �O U1 uj 0) r n > Q 00 OD 00 Go - W JOZN ^coi O OZ X N LO mi ww1N�QN�W � is CL L:s my Cd • rl • rl W A O rW V/ r Q Z _W JW I. Wa: Z � it N I - m N N � - td XN H a� p w J m01 (Wi R ^ 91D3cw bA Cp Wtt�~0 it IL 9 w i Uw N I - m N N � - td XN H J OT w J m01 (Wi R ^ 91D3cw 2}�uj d. Wtt�~0 it IL 9 w i PROJECT NO.: O DRAWN BY: AA /JGC ISSUE DATE: 03 -07-05 SHEET REV.: 06 -13-05 SANITARY SEWER DETAILS AND NOTES 02054DT04 -C31 _ C31 ,CANNED OCT 2 8 2005 I A�.. 9