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HomeMy WebLinkAbout00D162238+00 1- 8"-45' BEND 1- 8" MJ SLEE 39+00 ! k& E. 310 w EXISTING 30' ROAD )AND UTILITY EASEMENT TO BECOME RIGHT-OF-WAY DEE 5' SIDEWALK RECONNECT TO 0.5' CURB NEW WATER LINE I ® EXIST. 8" D.I. 7+32.37= -00 41+00 42+61. 0 _cP 42+00 ' " +00 164. 18.00' 12 164.13 +- 1- 8"-45' BEND (MJ) LEGEND 1-8-x12" REDUCER (MJ) I 1-12" GATE VALVE (MJ) Q SANITARY SEWER MAN HOLE I SANITARY SEWER STUB FIRE HYDRANT WATER VALVE � WATER METER O �r �o 328.70' 2"WM o+oo = 2+56.0� 3 6 7.42 - —�- 0+ 3+00 RECONNECT EX. F.H. TO NEW WATER LINE 1-12"x12"x8" TEE (MJ) 2-12" GATE VALVE (MJ) E' 1-8" GATE VALVE (MJ) CONNECT TO h RI --- - NEW WATER 8' ABANDON EX. O+OQ = j 8' )WNATER LINE 44+19.51 EB - - - „� ABANDON EX. � C" WATER LINE 44+00 0 45+00 1_ 46+00 47+00 954.74' 48+00 18' 1- ZQ 49+00 1- 1D.I. 1 5 +00 2 12 .I. -- ----- ----- _ 5' SIDEWALK p ®� 2-12" GATE VALVE (MJ) - - I '42' t ` 'S0' 'S1 ' � � wCu � (SSEE N I 15' �t}BLIC W TER � , ', , , i � j 49 58 59 15' WATER o 52 �� / I 1 0 + EASEMENT { I °' '41 ' I 1 w '44' 1 ! 0+ 1 0� '57' '60' 00 I I + '65 '68' I I 121 DE CATRAW'40'48' ,o53 6 '61' 1-8' TEE(MJ)64 69 30� '39' - 1-8" GATE VAL ( J) '4 7' , , w I '55 '62' (MJ) , , T^ •�-_WM � '4 6 , 54 , -s 90• BENDI I I 1-12"x12'x _ 87'59' W , , 70 � ? vJ I �� --- 1-F A ) 626. 63 i d o . i EX. UTIL FDC 7oo)c —+ 38 0 15' WATER -+ — I F00 — 1 I — 0.1. 3+00 4+0 / w i 0 I N EASEMENT 1�• w ALIGNMENT 2 15' WATER l + fi '3 7' - 1/2w I I I x ' I I 'I 1-8 TEE (M JxFL) AS ENT _J 1- BLY j �? i w ri UxFL .�`73 I '82' 1 6 )81 8078—FH MBL797776 '742'36 '75 '71 1-8' 90• D {MJ I' —I � w I I 2"WM I , , 1- 'GATE VALVE ?M J) 0 z• I � I I I 35 I Q ; ti 0 j 0 I EX. UTIL C �z� '84' '85' ' ''H ' 91 ' - '' '' '( — - GATE v (MJ) ; E_, �; (M JFL 86 1 AS �ND ,34, - I I / - MH 13-P. N RIM �= 4 78 o I LANDSCAPE lid 8" IN (N)" z '33' 1�•5 4+00 53a� LF 8 D.I. l — ; i $� ROP( ) = 426.78 1- Lv — —1 +— +— 6+00 7+00 IE 9.51 IN-W 1 w —I --1 �- 18 J_ 8+00 139 I• g 2- �� / 00 - 15' WATER 1/2' w —+- — —1 EASEMENT j , 1/2- W ---- 0 I 9 rr sg—=SAWCtJT 0 3 19.87 SEE NOTE 32 -- 2524 0. 16 9 Z I 1-12"x (MJxliA ) '31 ' '26' , , , , 1-8"x FDC ;n cn 1-45' BEND = 1-F. . Y 23 ,1 8' 15 -FH A 0 V - ``' --�_1-12" GATE VALVE MJ +36.5 ' ' ' ( ) C 10 17, J�o 1 +o -+- - 4 +0 2 j 2" ALLGNME�LT—B — 120 1 1 8" j j w z• - 03 1 `O lb FDC 2"W -8"x8"x6' TEE ( 'WL N 2 w - MJ CAP / Q '30' '27 , , , , > > - F.H. A MBLY 22 6 3 • 1 12"x8' II 29 28 , 2 w — v '21 ' '20' ,19, ,14, , , + - 1 TE AL I I 'S ' 2 wM � � FDC � 13 12 � � B 4 FDC 0 U EASEMENT , N 88'01'06" W - - - -t7T_j EX. PO), I 2• 4 O CV r� ro i 1 0I —j ALIGNMENT D 627.85' — , �000 ± I- 2•WM Q • w O� z i ,G I �' 'F' wC 2"� f L i z 'REC' I w w 0 o I ri -J s s O Q I A o _0 POOL BLDG. 0 o + z I ! � N 5' SIDEWALK 0.5' CURB Z p BLDG. 1-45' + 1-22.5' D, 12' DEDICATED R/W m i 329.11' — — -- c� --� - 8+00 +00 10+00 1-45' BEND AP 30' -�---- - �_ - 11 +oo o _ -22.5 BEND 6: t TAP ' 312TH STREET 0 13+00 �— (mopTE o sMH N I- -1 �._— - 14+00 _ 15+00 N 88°01'43" W 1s+oo EXIST. 12" D.I. RIM = 417. 1-12"TEE (FL) T— - ---I--- - —�_ - 17+00 Ex SSMH 633 21' -- +- - —_� - T..-._ 9+00 0 2 1 �o 0 1 10" IN (E) STI�B-OUT- -.. - STREET + ro 10" OUT (W) GRAPHIC SCALE 40 0 20 40 80 160 FAC 0027-97 ( IN FEET ) 1 h - 40 ft RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS. BY- DATE: TITLE/POSITION: CONFIRMED BY CITY DATE: UNDERGROUND PIPE LOCATION BASED ON SURFACE FEATURES. ACTUAL LOCATION MAY VARY. I CONFIRM THAT THE LOCATIONS, ELEVATIONS, DEPTHS, AND AS -BUILT COMMENTS REFLECTING MATERIALS ACTUALLLY USED DURING CONSTRUCTION, ACCURATELY REFLECTS EXISTING FIELD CONDITIONS ASIN DETERMD BY ME OR UNDER MY DIRECT SUPERVISION ON THIS DATE: 41 Oo inc - —0— ---) EX. UTILITY PC Q 5-13 001D 16 2 2 38+ 00 EB +00 40 S. E. 31 O TH STR E - --- EXISTING 30' ROAD !AND UTILITY EASEMENT TO BECOME RIGHT-OF-WAY DEDICATION 5' SIDEWALK RECONNECT TO 0.5' CURB I NEW WATER LINE EXIST. 8" D.I. ! 7+32.37- 41 +00 42+61.50 42+00 ' " 16 4.12' _ 43+00 18.00' 0+00 = 44+19.51 j -�� 44+00 513-43 45+00 = 437.93 46+Oq &, z • • 47+00 ' 18' 1 954.74 48+00 IE 426.58 �1) 626.49' TYPE I-48 I�"�--- � 49+00 IE 426.48 (OUT) RIM = 438.52'ji - -' ----------------- -_- - 427.82 (OUT) 0.5' CURB 95.1 LF 8 PVC O 0 1 - - ----- 5' SIDEWALK LEGEND - O SANITARY SEWER MAN HOLE 42 43 50 51 00 Q ®10 F SANITARY SEWER STUB I I I I I v v� FIRE HYDRANT 15' SANITARY 49 f f 58f '59' 13 2 f f I WATER VALVE + � SEWER ES 52 TYP lit ' 66 67 1 T P RIM 4 38 I o 1. ® WATER METER O d 411+13 1+11.5 '44' III-48 51 -40 IJEE E 1 7 ) M 1 6' P 439.13 f f-�' f f 1n n I lb o f 1+03 1 433.78 IN) 5 7 O ! + 6" PVC �= 437.96 60 ' ' 6- P PVC , , °U°. = I I� 433. tE 432.66 (IN 65 a, g 68 1 432.56 0 i> f40'�s 7 i I '45' '48' I I 'S3' f f I 121 DE CAT R/W o � 56 ,61 , 00 cv f '64' '69' 301 1 MH 51 27 00 / NI 48 �' , f fF.O.Y. IE 4= ' Nj 390+4o t 47 I I 'S4' 'S5 6' f62' s P i i I j s W NOTES �" 4 75 OUT) I Mh� 513- v 4 6 _ 8 59' 0+ I f f 0f s ' 70 ' �s� -- Q -- TYPE I-48 a ( 51 39 26. 63 / ; d 0 NO SEWER STUBS WERE FOUND j - 436.41 = + FOR THE FOLLOWING LOTS: 5.45 IN 0 1+00 > a TYPE Ut-�" + 17-18 Q�� z 38 E 425.3 -�- -I M I _ + 2+�°° ALIGNMENT 2 + D M = 43s.75 28-30 y o -�I 15' S ITARY o- + --1_ I tj 427.70 (IN) �_ 4+00 RIM = 435.51 j IE-427..60 _ 42-43 I SEWER ESMT + " -+- IE-428 14J 45 I � � f 6" p `� =- 4 8.56 OUT I 50-53 I `° Ifiz 371+33 > > 37 Q I Ky i83 1 ! r" a °1 a ^ TYPE 56 ! 58-62 I ao a a it + s + RIM aa, as , aM a 72 ___I I--- CD o `° IE 42 I) is o o+ ± + + m on' I 82 9, pvc I Q z f f IE 42 T) I 6 � � w 82 '81 ' f f '78' f � 1 x , ` I 1 1 '361 0i + z 80 79 77 76 '75' '74' '73' '72' f ! o ❑ I 11 0 71 ! I I ' 8" P I o Z �; I 350+78 Q + ti o j MH 513-26 I '�' o E 111-48" f f + % RI = 432.08 83 f f Z 1 t H I IE 26.23 IN 84 90 f91 f 42s.1 + '87' 88 '89 'N 88'00'30W '86' 92' '93'94' _,328.70' '340 MH Q 0+38.TYF / RIM 4 7 51 IE .1 ) - / 4�E 1- s'0 ' IE 0 f f 1 437.31 o Ch v MH 513-28 z IE-�42a �g °f 4+d� a M _o j 6 7 E I-48 1 /. / w' IE 424.56 T) o+ I o -� 433.81 o o TYPE III-48" a 6> v N 7+00 r< E 422.21 (IN) 1 E - c� o + - p : > c� �M = _ ^ I -� +- . o 2 o IE 422.11 ���-I - - - I - - 1! 8+00 O F a + E > 1 3 8t3 INS- - p� �y + 423.7 OUT _ �" '32 9" P f / o 0+ 25 '24' '16' � a 0 MH 51348" H 13 5 Z I 17 �o I I 11o+ f9f 78f aN >n 2 I. QQ 409.18 E -48" I �o O+ I I a m f f RIM/ = 427.52 I , , •PVC " I : + 1 �-- - ----+_ - IE s s8 (IN) MH 513-24 IF 2_( T 31 6' + 26 '23 6 P ' ' '6• p I m o 3+67.42 TYPE 1-48 ) f 0+5 18 15 ' P 54 1101 3+00 0 60.1 LF 8' RIM =- --1------+- - C `D I 1 0 f f 6 " p f f IE 404.35 (IN) ALIGN+IV�'E N T B 6 PVC 2+ I 7 0+ I 2 IE 404.25 (OUT) + 0 13- >� 00 IN-48 P " PVC 65 43p I I I 1 co ----- o I 435.1 87 MH gP�VCVC 0 I-48 H 513-31 '11 ' 04 6" PVC + I 0+ 6 N '30' '27' f f :� IE I) Q RIM = A MH 513-29 f I - '29' '28' 22 �o IE 41 T) , , 1E 4 .8 (I) '6' ro RIM = `� Iz I� - _ f21 , ,20 , 19 14 IE 430. ( T) IE 429 1 15' SANITARY I W , 13 '12' '5' IE 429.E T) SEWER ESMT B I f f z 1+47.01 4 I o U U' _ _ N 88'01 '06" W - - - - 1- Q ALIGNMENT D 627.85° -.: � � z F I LLJ REC o w o = J + Q 'A ' o „ PV 10 I O 6" BLDG. Pic o " �� PyC 0+q.. SIDEWALK 6' VC 0+4 Z � I 0.5' CURB -- n BLDG. 12' DEDICATED R/W m f I TYP-48 88'01 43" W E I _ _S+oo E 1gpER - ~ -1 - NEW IE 10+00 - o MH 613-,498" 30• 613-42 IE 391.21 (OUTT - t 1 +00 -O- 31,2TH STREET - --+- - ----- �- - + RII� SAVED OVER _ 13+0�___ - TYPE I- 5. Tq p EXP MH IE 4 1.50f y- -I - 14+00 RIM = 427.31 15+00 N 88`01'43" yy ER = EXIST. 12" D.I. RIM = 417.21 -► (MT)-- �- 16+00 - ----I - 18+00 EX SSMH 17+00 N 633.21 -I _ +00 r----_ - _�--- - -<� Y EX. 12" 01 - --+-- GRAPHIC SCALE 40 0 20 40 80 160 ( IN FEET ) FAC 0027-97 1 inch = 40 ft. RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS. BY: DATE: TITLE/POSITION: CONFIRMED BY CITY DATE: UNDERGROUND PIPE LOCATION BASED ON SURFACE FEATURES. ACTUAL LOCATION MAY VARY. I CONFIRM THAT THE LOCATIONS, ELEVATIONS, DEPTHS, AND AS -BUILT COMMENTS REFLECTING MATERIALS ACTUALLLY USED DURING CONSTRUCTION, ACCURATELY REFLECTS EXISTING FIELD CONDITIONS AS DETERMINED BY ME OR UNDER MY DIRECT SUPERVISION ON THIS EX. EX. MH 513-0 RIM 1= 414.78 8" IM (N 8" ROP j() = 426.78 8" UT IE 419.59� IN-W) o j 9l 1.89 = 0 33 19.87 + I 04 � I f I 1 1 l I I I i + I EX, I 1 I EX. UTILIl o l DATE: /?- 00 D /6 2 2. 44E 442 43E 434 43C 42E 4Z DATUM ELEV 418.00 EX. SS OH 1 -04 RIM= z 34.78 8" DR P (E)= 426.78 CTR. N.= 419.54 NEW I. .= 419.64 (41 ) ADJUS RIM TO MATCH NEW P T. EXIST. GROUND NEW 12' � - -- _ _.---- _.. i I I -- -- --_ f X. 8" D.I. - _--------- - --- - --- J! j NEW 8" DI (S E PLAN FOR APPU TENANCES 8' D.I. 4D.I. i _. F.H. 4' D.I. I FROO SSMH No. 513-4 (I i 4' D.I. -' // FROM SSMH o. 513-37 I 167 8" PVC O 0.62 FROM SSMH No. 13-35 F.H. 8' D.I. 176.2LF - 8 8" VC SDR 35 ® 0.5 157. FROM SSMH No.513 33 FROM SSMH N .513-31 ° LF 8" PVC O 0. PVC SDR 35 0.50% 6 LF " PVC O 0 44 LF - "CR PVSD.35 ®0. 155.5 LF 8" PV O 0.44 FROM SSMH N .513-29155.E I{ i 155. C SDR 35 ® 0.517 156.1 LF 8" PVC O 0.51 155.E LF - PVC SDR 35 ® 0 51% !i Ii SSMH No.51 -43 - TYPE 1 48" JSMH No.513-36 - E 1 48" SSMH No.513-34 - TY If 1 48" ISSMH No. 513-32 - TYPE 48" SSMH No. 513-30 - TYPE 148" 10 10j.4 EX. 8" SAN. SEWS STA. 0+17.2 , 7.5 RT S A. 1+93.42, 7.5 R STA. 3+37.15, 23.54 R STA. 4 8.59, 7.5 RT STA. +34.22, 7.5 RT 8 PVC O ?49 RIM.EL.= 43 .60(437.93) RI = 436.32 (436.41) RIM 437.30 (437.31) RIM= 427.10 (436.93) RIM= 435.36 (435.37) 423.27 D R35 I.E.(IN)= 42 .92 (426.58) I. 425.94 (425. I.E.(I )= 425.05 (4` 4.66 I.E.(IN)= 424.16 (423.88) I.E.(IN I.E.T)= = (423.10) 423.17(423.0 SSMH No. 513-28 TYPE 148 LE.((OUT)= 426.82 ((IN)= 4 424.06 (423.8) STA. 7+8 9(426.48) J.s .80, 7.5 RT RIM= 434.06 (433.81) I.E.(IN)= 422.38 (422.21) I.E. OUT = 422.2 422.11 o a 0j 0j r o o o ti ri LO 0+00 1 +00 2+00 3+00 4+UU D+UU AUGNMENT SCALE: 1 "=40' HORZ. 1 "=4' VERT. 448 444 440 436 432 428 DATUM ELEV 4,24.00 b+UU /+UU 0fiUU H.P. ELEV = 438.63 H.P. STA = +04.96 PVI STA = 92.46 PM ELEV = 438.81 SSVIH No.513-36 - E I SSMH No.513-37 - TYPE 1 48" ST .-0+7.41 7.5 RT STA. 1+49.76 7.5 T Rlhl= 436.32 (436.41) RIM= 438.39 (438.15) LE IN)= 425.94 (425. 5) co 't ° I.E. IN)= 426.83 (4 50) LE OUT)= 425.84 (42 5)� o 06 I.E.�OUT)= 426.73( 26.40) to uj SSMH No.513-39 TYPE 1 48" SS AH No. 513-41 - E 1 48" v w STA. 3+02.54, 7. RT S. 4+43.07, 15.88 T m m w RIM= 436.82 (436 75) R11 1= 435.63 (435.51) EXIST I.E.(IN)= 427.72 ( 7.70) LE (IN)= 428.54 (428.66) GROVN I.E.((OUT)= 427.62 427. 0) LE ((OUT)= 428.44(42 .56) ° 2% C-, -1.0 % W 8' D.I. I NEW 8 DI (SEE PLAN FOR APPURTENANCES) F.H. 4' D.I. 4' D.I. F.H. FROM SSM No. 513-38 I 107 LF 8" PVC (107.5 LF 8 TO SSMH No. 13-34 SDR 35 O 7.07% PVC O 6.68 8.5 F - 8" PVC SDR 3 LF 8" PVC O 0.61 152.9 LF 8" PVC SDR 35 0.52% EW ' D.I. 156. 8" PVC SDR 35 0.50% 153.3 8 PVC O 0.729G FROM SSMH N 513-42 157.2LF - FROM SS H No.513-40 11OLF - 8" PV (108.5 LF 8" 107 LF 8 PVC (107.7 LF " SDR 35 ® 0.5 % PVC O 2.88%) SDR 35 4.75% PVC O 4.5 %) t0 00 N tD N N r l� L0 d N 1l66) It N - � ^ 't N co r- Ln. �t N 00 o6 r7M co o� �M r� m r)n 00 of 00 co r- r rl QO to ri to vi 16 Sri 4 4 4 4 4 M r7 It It d 0+00 1+00 2+00 3+00 4+00 AUGNMENT 2- SCALE: 1 "=40' HORZ. 1 "=4' VERT. FAC 0027-97 RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS. BY: DATE: TITLE/POSITION: CONFIRMED BY CITY DATE: 448 444 440 436 432 428 5+00 6+00 UNDERGROUND PIPE LOCATION BASED ON SURFACE FEATURES. ACTUAL LOCATION MAY VARY. I CONFIRM THAT THE LOCATIONS, ELEVATIONS, DEPTHS, AND AS -BUILT COMMENTS REFLECTING MATERIALS ACTUALLLY USED DURING CONSTRUCTION, ACCURATELY REFLECTS EXISTING FIELD CONDITIONS AS DETERMINED BY ME OR UNDER MY DIRECT SUPERVISION ON THIS DATE:_ Z/ZZOO --------- 446 442 438 434 430 426 422 oo 01l!�22 1 408 1 400 1 392 EX. W RIM= 10' IN 10" IN 10" IN CTR. C NEW 8 N o.613- 98 7.81 S) E) W) N.= 391.21 N)- 391. F{ TO 31114. ) 1 i FROM SSMH NO. 51 —2 p v 0 3• SSMH 51 23 TYPE 1 48' - 20� S A 0+9. RIM= 409. LE. IN)= T (4t>9.18) 97.9 (3i.68 I.E. (OUT) 397.8 (385,38) 7 It o o r- It 00 0 � Sri o co 0 r 0 r 0 rn o 408 400 2+00 1 +00 0+00 DUGNMEDD C SCALE: 1 "=40' HORZ. 1 "=4' VERT. 44C 432 424 416 i i( APPURTENANCES 12" DI (SE PLAN FOR 20tF -- PVC 6 0.50% ITYPE i SSMH o.513-26 TYPE 11 SSMH No.513— 48" - ' STA 96. 8, 10.42 LT A 5+25.88, 0.43 It RIM= 2.91 (432.88) R1M= 434.05 433.85) I.E. IN 426.4U 426.23) ( I.E. iN = 427. ) ( 4267 .85) I.E. T)= 426.30 (426.1 I.E.OUT)- 42 .1 (426. 5) g bSMH No.513.25 iPE 111 48" y 4 TA 2+53.63, 16.931T M= 427.46 (42 .52) ( Qvi E. IN)= 422.50 (OUT)= 22.22) fl E. 422. (422.12) f! � V ' EX SSMH 13-99 RIM= 417., 1(PAVm OVER) 10- (W) 41 2 NEW 8" (N = 411.50(411.5ft ) ADJUST R11 I TO MATCH NEI V PVMT. ui u� (» d- co c0 d 00 co co u7 rn 00 a0 to N N Ln N tf) N uC N to N tf) N CO N N 00 N m N r7 N M r) r'] d h7 4 M 4 to d ro 4 4 r7 6 r') 4 4 6 cD cD r7 (6 r7 (D rh d Et It � t d d d - d 0+00 1+00 2+00 3+00 4+00 5+00 43 r N m v 42 TO C8 #24 41 DOW , 415. CAD 0+00 0+50 1 + 00 1 + 50 ADGNMENT D AUGNMENT SCALE: 1"=40' HORZ. 1 "=4' VERT. SCALE: 1"=40' HORZ. 1 "=4' VERT. AUGNMENT UNDERGROUND PIPE LOCATION BASED ON SURFACE FEATURES. ACTUAL LOCATION MAY VARY. I CONFIRM THAT THE LOCATIONS, ELEVATIONS, DEPTHS, AND AS -BUILT COMMENTS REFLECTING MATERIALS ACTUALLLY USED DURING CONSTRUCTION, ACCURATELY REFLECTS EXISTING FIELD CONDITIONS AS DETERMINED BY ME OR UNDER MY DIRECT SUPERVISION ON THIS DATE: _ ZZZ.jo0 6+00 A 7+00 FAC 0027-97 RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS. BY: DATE: TITLE/POSITION: CONFIRMED BY CITY DATE: 4+00 3+00 2+00 1+00 0+00 0 5"/:3 Oo 0 l622 43 43 :;j 42 4 41 42C 1 41E 1 41z' 1 40F 1 40z 1 40( 1 39E 1 39, 1 38f 1 38, INSTALL AIRI VAC �/ALVE AT HIGH POINT P R CITY OF AUBURN STD DTL. WAAR-1 z m Is Nw 12.. DI (SEE PLA FOR TO S MH No. 513-36—\ 195.1 LF 8" PVC O 0.6496) VC S vR 195LF — 8"m " P F0� P�-PN j j r1E� SSMIi No. 513-43 — 4E 1 48" SSMH No.513-44 — TYPE' I 8 STA. 44+12.22, 17.37 T STA. 46+07.68, 14.5 RT RIM. L.= 437.60 437.9 RIM.E .= 438.31 (438.52 I.E.I )= 426.92 �426.5 ; I.E. I )= 428.10 I.E. UT)= 426.82(426. ) I.E.�O T)= 427.90(427.8 ) 0 0 0 0 rid n� �� �M �N 0 0 0 o �N r.0 °?t 0 0 0 0 0 0 r.0 n Sao a'O °.0) .� o 0 00 NN 0 0 n� �t0 0 0 �r �� 0 0 �M NN 0 0 �0 .M 0 cJ r'M • d- L �O r7'' 7N 7M .00 c0 CD (D 7� �� r7� r7� ro (� f� r, r � 7r 7^ �1� �ri �I� �1� M M M M M M Of? 0y 00,6 M W �aD cO M M CO 6 Ma6 cO M M � 6 �� r700 M M r �� �f` M M M d N M d M M M d M ¢M d 41+00 42+00 43+00 44+00 45+00 46+00 47+00 IlL-, I_,-' ­11- 51 � H '_, I<LL SCALE: 1 "=40' HORZ. 1 "=4' VERT. 7 � � 48+00 49+00 S. E" Al FX CCAAu Nn :i1 _�—n4 8" WATERMAIN 50+00 28 24 OTH STREET SCALE: 1 "=40' HORZ. 1"=4' VERT. FX SSMH RIM= 434.78 RIM= 434.20 8" DROP (E)= 26.78 8" DROP (E)= 426.60 CTR. CH(N. = 419.54 CTR. HN.= 422.10 NEW 41 ) .64 (419.59) ( ADJU T R1IM TO MATCH ADJUST RIM T NEW VMT. NEW PVMT. 4- - f GRAVE FROM MH No.513-28 EX. 8" SAN. SEWER u0 � d- 00 � Ln r7 p 6J� 7 d- Op Ln r7M re) d- h� Ln 7M �, d- r7� 7M d- O� Ln �M ,�. Ira. d �M d- �� t r7M * d- d d- 32+00 33+00 124TH AVE 34+00 55+UU Jb+UU A,E, UNDERGROUND PIPE LOCATION BASED ON SURFACE FEATURES. SCALE: 1"=40' HORZ. ACTUAL LOCATION MAY VARY. 1 "=4' VERT. FAC 0027-97 440 1 RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS. BY: DATE: TITLE/POSITION: CONFIRMED BY CITY 436 1 432 1 428 1 424 420 I CONFIRM THAT THE LOCATIONS, ELEVATIONS, DEPTHS, AND AS —BUILT COMMENTS REFLECTING MATERIALS ACTUALLLY USED DURING CONSTRUCTION, ACCURATELY REFLECTS EXISTING FIELD CONDITIONS AS DETERMINED BY ME OR UNDER MY DIRECT SUPERVISION ON THIS DATE:_A/_Z/_,0_2 ----- Kt V. NU- UH/t tic.��rtlrlrvly ni i v���. DALEY-MORROW-POBLETE, INC. CLIENT SCHNEIDER HOMES, INC. , , 726 AUBURN WAY N. 6510 SOUTHCENTER BLVD.TUKWILA � WA. 98188 PHONE: (253)33B3U2 RN200 A FAX8002 (253)333-2206 PHONE No. (206)248-2471 PROJECT z WATER AND SEWER PROFILES 1325 VILLAGE SQUARE ENGINEERING —SURVEYING F�S/ONA L �LAND PLANNING ASBUILTS incorporated 'SAW`' BY TEP SCALE 1 „ = 40' DRAWING 96100ASB.DWG 5 SHEET - __-- EXPIRES 9 JAN 02 APPROVED aarE 01 FEB 00 Joeg 96100 of "� Q5 13 00D 1i�2L • • 4.20 (E) = 426.60 0 = 422.10 LEGEND EXISTING FIRE HYDRANT I ® WATER METER • a - SMH No.14 TYPE III-48 X WATER VALVE - + 12" CONC. w I = 9.40 SM No.12 TY I �r I - E. 34.40 1 - 37.80 5�3-yp SMH No. I.E. (N = 43219 O❑ STORM DRAIN MANHOLE - 432.60 IM_436.90TYP If 1 _ :... ' ao E. = 431.90 i I.E. (S) = 432.59 SSM ` o. 0 T E I I-48" I `�° ; ; SMH o.13 TYPE 1-48" ao I >.. ❑ STORM DRAIN CATCH BASIN .... I I &434 I TA 1 49.76, 7.5'RT. ^o I SMH N .11 TYPE III-4 J I �'• i RI = 8.39 T +02.54 = 1? SANITARY SEWER MANHOLE 4�j' I36.82 _ 3� SMH N .10 TYPE III-48"STA 3.07, 15.88 LT LL P POWER TRANSFORMER ON CONC. PAD I I _..._`_" " -? _ RIM=I 1 EX. UTILITY POLE N .15 TYP 1-48 0 Q€, -_ __ .....�__,.. ..... _ -�626.TELEPHONE RISER +00 ; - - ..........�.............El f �43 322, 7.5RT.I-- O--.I.a......... _ _....... __....... - _._.. _... __ .. _.GAS VALVE i ._3 157.2E VC 152.9 LF 8"4 PVC o? f N ti 148.5 L 8 PVC _� --�- I ' ` X. F.L.432.0 I I _ E _ -O- UTILITY POLE 75' GUY ANCHOR I I I I � SIGN I �f S ........_.. _ _. f ----- I I ..y I W ooc) ROCKERY 1 I I I EX. TRAFFIC SIGN PROPOSED STORM DRAIN MANHOLE STORM DRAIN CATCH BASIN ............ROOF DRAIN • CLEANOUT • SANITARY SEWER MANHOLE U >,M GENERAL PLAN NOTES WATER METER GATE VALVE FIRE HYDRANT CONCRETE THRUST BLOCK BLOW -OFF DOUBLE DETECTOR CHECK VALVE PUMPER PORT 1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE CITY OF AUBURN'S REQUIREMENTS AND SPECIFICATIONS. 2. STANDARD PLANS AND SPECIFICATIONS SHALL BE " WASHINGTON STATE DEPARTMENT OF TRANSPORTATION (WSDOT) STANDARD SPECIFICATIONS AND STANDARD PLANS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION" AND CITY OF AUBURN STANDARD DETAILS AND DEVELOPMENT PROJECT SPECIFICATIONS. 3. THE CONTRACTOR IS REQUIRED TO HAVE A COPY OF THE APPROVED DEVELOPMENT PROJECT SPECIFICATIONS. 4. A PRE -CONSTRUCTION MEETING SHALL BE REQUIRED PRIOR TO ANY ON -SITE WORK FOR ALL PUBLIC FACILITY EXTENSION PROJECTS. 5. PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR SHALL CALL ONE -CALL (1-800-424-5555) FOR UTILITY LOCATIONS (WATER, SANITARY SEWER, STORM SEWER, GAS, POWER, TELEPHONE AND TELEVISION). 6. SEE APPENDIX "A", APPENDIX "B" AND APPENDIX "H" OF THE CITY OF AUBURN DESIGN MANUAL FOR STANDARD DETAILS, DEVELOPER PROJECT SPECIFICATIONS AND STANDARD CONSTRUCTION NOTES RESPECTIVELY. RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS. BY: DATE: TITLE/POSITION: CONFIRMED BY CITY DATE: FAC 0021-97 M 5898 THESE PLANS A E "APPROVED" FOR CONFORMANCE WITH THE CITY OF AUBURN ENGINEERING DIVISIONS REQUIREMENTS. APPROVED BY: pknem _2 �t DATE APPROVED: .S1g/J$If rR T NA L / EXPIRES 9 JAN 2000 NC. 431.53 431.50 426.78 9.54 419.64 3 W/SOLID LID 6.12 'EP (W) = 431.57 ;PEP (N,S) = 431.10 1 CB = 434.64 (E) CPEP = 432.39 LT = 431.51 6 I) = 429.91 N) = 429.81 S) = 429.56 429.42 429.42 30.09 30.04 30.04 DALEY-MORROW-POBLETE, INC. 1215 CENTRAL AVENUE SOUTH, SUITE 133 KENT, WASHINGTON 98032 PHONE: (253) 854-9344; FAX: (253) 854-6663 GRAPHIC SCALE 40 0 20 40 so e[v. No. oarE ,Nr ( IN FEET ) 1 inch = 40 ft. VESCRIPrION SCHNEIDER HOMES, INC. 6510 SOUTHCENTER BLVD., TUKWILA, WA. 98188 PHONE No. (206)248-2471 APPROV[D VILLAGE SQUARE CONDOMINIUMS Q ENGINEERING - SURVEYING SEWER PLAN � LAND PLANNING n�o�Po�ated :;RA", ASP/LLLI(�­ �=` 1>, = 40' °�""1N096100EN5.DWG _1 SHED "°ROV"' MLD MAY 7, 1998 JOe,` 96100 ---7 QS13 Oo1Jt622 w LEGEND 40 0+00 /7-4 �1951 -I- FX I q T 0(rYp-) 0 EXISTING Zoe 00 z A C14 M o.20 Ty E 48" FIRE HYDRANT 0 , 0Q STA 5+ 88, 10.43 L C14 RIM=434'.,Q EH WATER METER . ...... ..... C. - - Da WATER VALVE Z . . . .......... . STORM DRAIN MANHOLE N .15 TYPE I 0 Q:. ❑ L+ A 11+13.42, 7.5'RT. -43 32 STORM DRAIN CATCH BASIN 15' P LIC SAN. jm 4q , I o J 157.2LF V) r E (TYP.) VC :m + O SANITARY SEWER MANHOLE 0 i t '3� i 7 5' POWER TRANSFORMER ON CONIC. PAD F _P] I❑ E F- 4 TELEPHONE RISER ..-- - ------- z .... - - C) Lu > (D GAS VALVE II :432 z GRAPHIC SCALE -0- UTILITY POLE tK [El _j 20 40 80 E- GUY ANCHOR 40 0 sIls, iw 00 % < U4 ---.I ...... - - ­ -------- Z 0 H o.19 TYPE 4 00 �8 ST Fl SIGN M� 3 3+' 10.42' 1 _4 'N.48, 10.42' CO R ROCKERY; 18442 A22 I t I I : I ( IN FEET 1 inch l40 ft. +.4 E 328.�Qq C14 00 !=7 PROPOSED - - - - - - 4 N ro VIK STORM DRAIN MANHOLE 424 C): Z: S �Lt RI MH No.18 YBE :111-Asz" STORM DRAIN CATCH BASIN .. I 2+53.63, PE RI 427.46 4 ........... ROOF DRAIN PD I. = 400.0 tj CLEANOUT = 15.5 % 0 SANITARY SEWER MANHOLE 8 0+0 WATER METER A. 2+56.O9ro 0 0 C-4 A+0 GATE VALVE . ..... 0 ILI _4 ... ........ .rn 42 FIRE HYDRANT 3+0 0ILF 8" A L I (G3 M NT B . ...... SSMH No. TYPE 1-48" 1 -t-T CONCRETE THRUST BLOCK STA 2+6 .97, 10'T. .. . ............ ....... . ...... ...... . ..... ...... .... . . ..... .. .... ........ . ....... . ........... BLOW -OFF I.E. 426.00 0 .......... .. . .............. 0 Q� C> + 0 Vl DOUBLE DETECTOR CHECK VALVE 0 EN 0 tK C. 0. SSMH N -4 SSM No.22 TY TVE III 1. E. 30, 0 PUMPER PORT RIM=435.7D WATP STA +00 10'LT 0 I.E.= 4 5' PUBLIC SAN. 59 ESMT. (TYP.) OB t'24 4 7. 01 �o) ON 7-1 40 C%q IGN ENT 0) 9 " 77F �71 z F- PIG` z PREC W -396- 0 110 00 P0 A _j 0 EX. �ETLAND: 'I-- 7 6" P C.O. 3 C.O. I.E.= 414.4 I E= 40200 430 OD I.E.= 404.00 z -Q, 'L 1 384.1-3,' 1. E. _376._43 06i SSMH N'.23 TYPE 1-48" -4- 414 ST) I.E.= 417.10 k 13+41 161T. 'XPEK RIM=424.'46± vc 8" P CxP .. . . ....... . . ..... N/88*01' . . ........ . ..... w 9. im a.o1 ....... ..... . ...... ..... . ..... . . ..... . ...... - .... ...... . ....... . ........ . ............. ... . ... . . ... ---- ---- *3t' w _4z�� �_6+00 :- 8/ 329.1 l' :- - 7�-00 . ... . ..... . ..... 8+00 70L F ... . ...... _E)UST 7PI ------- +00 T� 0 10+0 11+00 - - - - - - - - 0 lil 2+ 00 EX. TEL. RISER 0 - - - - - - - - + SX. 31 TH,-:-'- 13+0o X -STROET Jl i 14+00 r. `Z7 EXIST 12 'j�l D.I. Z ....... . ....... ..... . .......... . . ..... 11+72.6 .... . . .... 9 . I ---------- _z� ... . . ...... . .. ...... ........ . ........... -------- -- EX. SSMH .. . ...... . ....... . ...... ...... .......... =0 . .......... ... . .... ........... - - ------ TYPE 11 - 4 CB 8 RIM 397.81 ... . ....... . ....... . ....... CPEk. RIM= 382.71 TYPE I CB TYPEII 48" CB INLET 7 10" IN (S) 12 I.E. 12 CPEP (E) 376,46 RIM= 383.70 10- IN (E) STUB -OUT RIM= 398.27 Fp I I.E. 18" CMP (W) 376.01 I.E. 12" CPEP (w) 381.50 I.E. 12" CPEP �E) 394.07 418.3 3 I.E. 18- CMP (SE) 376.11 I.E. 4" CIDEP E) 381.60 ` _; .3,`y 10- OUT (W) CTR. CHN. 391.21 I.E. 12" CPEP W) 394.02 TYPE I CB .-;'12" CONC. EX. SSMH H 6 TYPE 1 1. E. (E) 424.74 NEW 8" (N)= 391.40 GRATE 416-25 RIM 417.21 GRATE 418.12 424,40 NEW PVMT. NO CHANNEL ADJUST RIM TO MATCH I.E. 12" CPEP (E,W) 410.15 10" OUT (W) 411.32: 1. E. (W) I.E. 12" CPEP (E,W) = 415.07 NEW 8" (N)= 411.�o CAMPUS VILLAGE TOWNHOMES ADJUST RIM TO MATCH BLPUW PVMT. FAC 0027-97 BLD REV. NO. DATE DESCRIPTION NOTES: 1. SEE GENERAL PLAN NOTES ON SHEET 1 OF 7. 9/cl DALEY-MORROW-POBLETE, INC. O THESE PLANS ARE APPROVED" FOR CONFORMANCE WITH THE CITY OF 1215 CENTRAL AVENUE SOUTH, SUITE 133 s KENT, WASHINGTON 98032 AUBURN ENGINEERING DIVISIONS 9. PHONE: (253) 854-9344; FAX: (253) 854-6663 REQUIREMENTS. APPROVED BY- 0_4nnn� DATE APPROVED: 113258 O/ST� IL L ENGINEERING - SURVEYING LAND PLANNING 'ONA L LJ L Q6-13 00 D 192 Z V/ J (.dF v V a v w LEGEND EXISTING FIRE HYDRANT ® WATER METER X WATER VALVE O STORM DRAIN MANHOLE ❑ STORM DRAIN CATCH BASIN O SANITARY SEWER MANHOLE © POWER TRANSFORMER ON CONC. PAD ❑ TELEPHONE RISER GAS VALVE -0-- UTILITY POLE (— GUY ANCHOR F-1 SIGN 00o ROCKERY PROPOSED r� STORM DRAIN MANHOLE STORM DRAIN CATCH BASIN -------- ROOF DRAIN CLEANOUT SANITARY SEWER MANHOLE 0 WATER METER 34 GATE VALVE FIRE HYDRANT CONCRETE THRUST BLOCK i BLOW —OFF 0 DOUBLE DETECTOR CHECK VALVE A PUMPER PORT NOTES: 1. SEE GENERAL PLAN NOTES ON SHEET 1 OF 7. 2. ALL WATER APPURTENANCES SHALL BE PER CITY OF AUBURN STANDARD DETAILS. 3. RECONNECT ALL AFFECTED WATER SERVICES ALONG S.E. 310TH STREET TO NEW WATER LINE. 4. MULTI -FAMILY UNITS SHALL BE SERVICED WITH 2" SERVICES W1 2" WATER METERS PER CITY OF AUBURN STANDARD DETAIL WA 5. COORDINATE UTILITY CROSSING WITH KING COUNTY INSPECTOR INSPECTOR PRIOR TO CONSTRUCTION OF WATERMAIN. 6. ALL FIRE SPRINKLER SYSTEMS SHALL REQUIRE A SEPARATE APPROVAL BY THE FIRE MARSHAL AND SHALL BE INSTALLED B) A STATE LICENSED FIRE SPRINKLER CONTRACTOR BEFORE ACCEPTANCE OF THE WATER SYSTEM BY THE CITY OF AUBURN. 7. WATER SYSTEM FACILITY SHALL BE INSTALLED AND OPERATIONAL PRIOR TO CONSTRUCTION OF ANY BUILDINGS. A STATE LICENSED FIRE SPRINKLER CONTRACTOR. RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS. BY: DATE: TITLE/POSITION: CONFIRMED BY CITY DATE: n NIRW1 THE LANS RE APPROVED" FOR CONFORMANCE WITH THE CITY OF AUBURN ENGINEERING DIVISIONS REQUIREMENTS. e APPROVED BY: _LD I DATE APPROVED: GRAPHIC SCALE 40 0 20 40 80 ( IN FEET ) 1 inch = 40 ft. .. . Lx ! S vv v cp A_ 4_1 0 0 r II NEW 12- D. _. ......_ o - .w... . • S t E� 434 _...... _ _..._..._.._..._.._....w. - .._ 1 00• 6 LF - 8" PVC SDR 35 O 051 z SMH No.15 - TYPE 148- :. SSMH No.7 - TYPE 148- SSMH No. 5 - TYPE 148- SSMH N©. 3 - TYPE 148" A. 1+ 4 . 7.5 A. + 1 4 4+ 8. 9. .5 A. . +34. 5 R IM= 436.32 EL. IN)= 425.94 RIM- 437.30 I.E. IN)= 425.05 RIM= 437.10 I.E. IN)=: 424.16 RIM= 4435.36 I.E. IN)= 423.27 I.E.�O T)= 423.17 SSMH No. 1 -TYPE I E. OUT)= 425.84 I.E.�4UT)= 424.95 I.E.(OUT)= 424.06 STA. 7+89€.80,RT RIM- 434.06 I.E.�IN)= 422.38 I G M ITIa ': L.'19 7R Ex. SSMH,446 RIM= 434.78 8" DROP (E)= 426.78 CTR. CiHN.= 419.54 NEW I.E.= 419.64 ADJUST RIM TO MATCH NEW PVMT. 442 438 434 • g ':EX. 8" D.I. 430 D.I. _ 426 )M SSMH Nq.2 �.... EX. 8" SAN.. SEWER:422 -8 PyC �R35 cfl ai 0 i 06 06 r ^ cfl 6) co O co a ri 'do Sri Sri (i a nn o nn n inn 0+00 1+00 2+uu 15+uu 4+uu Jfiuu AUGNMENT I- SCALE: 1 "=40' HORZ. 1 "=4' VERT. 448 ......... ................_. ........ .......... ... .... ......, .._..__ .. ......... H.P. ELEV = I438.63 H.P. STA = 1404.96 PVI STA = 0+92.46 PVI ELEV = 438.81 444A. SSMH No.15 -TYPE 148" 5000 .VC7. SSMH Nc.13 - TYPE 148" ........ _. _ _ ......... ........ . ...._ ._...._. ......... ......... 4 44 RT RIM= 436.32 RIM= 438.39 I.E IN)= 425.94 mo t I.E. tNk 428.83 I.E OUT)= 425.84 I.E.OUT)- 426.73 m+ + t 'd .. �'1 vi ._...., .. . _ . ...... - 48" ......_. SSMH No,11 TYPE SSMH No. 10 - TYPE 1 48- 40 440 yr � A + 4, A. 4+4 . 1 I_ RIM= 63 435 _•-_. •.T W.......• ..m ,.--� , •- �. ......_...._.u..,-.....,.., RIM- 43682 . �...-.... I.E.(INr 427.72 IX. IN) 428.54 _GRQUN I.E. OUT)= 427.62 LE OUT)- 428.44 I -w. -1 .Onz 436 _ _ z 436 __:. _._..._ rNEW 8- D.I. _---------_. . Laai vs Awwgv r 424.00 CIA o0 NN •r N .r rn t 7n �N 001� rn� cow rn � rn aD M co 00 � I� co � ri �M �p � �+h IA d- �t� In d r9 d V-)M �f7 n 0+00 1+00 2+00 3+00 4+00 5+00 6+uu AUGNMENT 2 SCALE: 1 "=40' HORZ. 1"=4' VERT. RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS. BY: DATE: TITLE/POSITION: CONFIRMED BY CITY DATE: BLD FAC 0027-97 BLD � 9 THESE P ANS 5 AR "A9PPROVED" FOR CONFORMANCE WITH THE CITY OF AUBURN ENGINEERING DIVISIONS REQUIREMENTS. APPROVED BY: DATE APPROVED: KING COUNTY D.D.E.S. Review Engineer Senior Engineer Completion Date Completion Date JAMES H. SANDERS, P.E. Approval Date DEVELOPMENT ENGINEER Comments: QS 13 00 Dlv5722 �� p Ln (fl p in <t p tV O)N p CO. .. Cf1 ln� v �� v 6)p v O)� v 6) O� v NN v «7� �+ [D� v t\h v �� v �� v NN t)0� v r`>M hh O. N M . �"-J .. �Y � to N rn tD � (D , CD E\ r7 ' � M r7 M � M n � f� N � n In � M 00 00 ram 00 , r7 00 , r7 00 r� 00 r7 n r7 7 M 7 (.4 CO r7 (0 ' � � � � � � � d, � � � � t � d d d d- +, d- +, d- � � � d' t d- � d- � �F f!f 416 .. _ ....._._ _..._ . _ . -.... ......................_. _ ..... __ ..... _ _....:. _.. . 41 +00 42+00 43+00 44+00 45+00 46+00 47+00 432:.......................... ,.,.. _.-.. ..._.... ...... .... ........... ........ ..... .. ._..................... ....... ................................. I S,, E H � � 3 !v 428.............. ........................... ............ ....-..-.............-...... ..... .............................. .. .......................................... ... ........ ... ....... ., . , ..., _... . ... _,_..: . 8 NECT TO EX WATERMAIN (SEE PLAN)' i 4W 00 = OS rn c0 a, rn;w ,n O N 424 ....................._....................,........................................................>............................................._........;.................. 4. ,.. ;. _. . ,� s .� :.. ............................. ............................................................................ . -':.--` f 4 40 _ N ......__ .. ,.... EX SSMHat ^o Sao ai ao N o N Nri 00 ao ,, . RPpE y RIM= 434.78 Z �� �r E' to 8" DROP (E)= 426.78 `� CTR. C H N . = 419.54 NEW I.E.(W)= 419.64 �- ! `I v ADJUST RIM TO MATCH w 38+00 39+00 40+00 Y�� 4 o NEW PVMT. ....................................... 420 ....... ......... ... .................................................................................... ......................... ........ .......... ................................ :. . . : ........................................:.... ..... .. .. .. ...... ... ........ .. .... ... ......... .. ....... ........... ........ ....................................-........... ... ... ... .... .. ...... CAP 436 - v i P f 6X 1 f - 43 ........ ......... . . ..... ...., , .._... ............................ ....... ......._ j. - ' %� IE - — SSM H No. 23 TYPE 1 48' 412 : _ __ _ ........ _ _ ..._..... ._ .. __ : ........ _ .... ........ _ __ _ ._.. _.... _..y ... ......... _ RIM_ 4 ......_.. .._... E. 416.1042 L(IN) S , IE 6 (OUT)4100 r FROM SSMH No.18 408 'i -' EX SSMH = _ RO" Ol�T7.2 411.32 W) 42 4 .... _ �N)— 4 NEW I.E. 11.50 ADJUST IM TO MATCH f NEW PVMT. 404 , EX SSMH _ _. __.._..... _.............. f ` _ ........... _..... .... ........... q . ..... RIM= 397.81 IN 10 (S} '' 10" IN E 10 OUT (W) CTR. CHN.= 391.21 f NEW I t.(N)— 391.40 en.utsY tuu Tn UAM41 ., f 1 'r D! (SEE PLq�j FOR APPUR 48+00 li 49+00 OTH STREET SCALE: 1 "=40' HORZ. 1 "=4' VERT. 50+00 O ono O0 O�� O d .d n rn L L d -' .r d �qtd- 34+00 35+00 36+00 S.E. BLD RED s 9� THESE PLANS ARE APPROVED" FOR CONFORMANCE WITH THE CITY OF AUBURN ENGINEERING DIVISIONS REQUIREMENTS. APPROVED BY: fpo-� DATE APPROVED: 444 PArrAV mmov 'e REV. NO. DATF DESCRIPTION APPROVED f� :c O Ln O �: 00 f� <�. t` �.- � N to x . °' w. t> �, r �' g �, °° �, �, o :_ o �. "' °' N `° °° "' `° N N ` N N `�,{ F -- DALEY-MORROW-POBLETE INC."ENT SCHNEIDER HOMES, INC. 7+00 8+00 9+00 EXISTING 10+00 11+00 12+00 13+00 14+00 � � _ S.E<1 3 2TH STREET SCALE: 1 "=40' HORZ. 1 "=4' VERT. 1215 CENTRAL AVENUE SOUTH, SUITE 133 KENT, WASHINGTON 98032 6510 SOUTHCENTER BLVD., TUKWILA, WA. 98188 PHONE: (253) 854-9344; FAX: (253) 854-6663 PHONE No. (206)248-2471 O PROJECT VILLAGE SQUARE CONDOMINIUMS �F0 3 �ENGINEERING — SURVEYING SEWER AND WATER PROFILES F s t E Q LAND PLANNING �S��NA L ECG\ incorporc=ted DRAW" BYASP/LM S`A`` AS NOTED °RAWWG PROF.DWG 6 SHEET _ EXPIRES 9 JAN 2000 APPROVED MLD "A"E MAY 7, 1998 '10By 96100 OF 7 G?,, 5 `/ 3 ooD 11�2 2 0 0 r [LS.YA EX. MH RIM= 397.81 10" IN ! S) 10" IN E) 10" IN W) CTR. CHN.= 391.21 NEW Ir RN)— 391., ADJI�ST IM TO MAT0I '.NEW,. PVM.T. POND AI SSMH No.21 TYPE STA 0+9.94, 5-RT RIM= 409.40 I.E. (IN)= 397.9 I.E. (OUT) 397.8 400 392 2+00 1+00 0+00 ADGNMENT C SCALE: 1 "=40' HORZ. 1 "=4' VERT. 00 rn rn ro cD d I� Q) O N <t U� f� r7 r7 u7 cD t� 00 0+00 440 / I! ,.�! EZE'V 365.00 EX SSMi-I RIM-- 417.21 1n" (W) 411.32 NEW 8- (N)= 411.50 ADJUST RIM TO MATCH NEW PVMT. Ln O) r of 00 N cD r6 OJ $ 4 co co 4 4 Lo 4 6) d 7 � co d 00 � to � ro cD cD cD co cD tD cD r r N N N N N N N cD N N 00 N N pry n n n ro �"') ro K) I �nn 0+00 1+00 2+00 S+UU +tvv JTju v vv AUGNMENT A- SCALE: 1 "=40' HORZ. 1 "=4' VERT. AUGNMENT B SCALE: 1 "=40' HORZ. 1 "=4' VERT. RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACTORS CONSTRUCTION RECORDS. BY: DATE: TITLE/POSITION: CONFIRMED BY CITY DATE: FAr nn97—a7 5 9 THESE PLANS ARE "APPROVED" FOR CONFORMANCE WITH THE CITY OF AUBURN ENGINEERING DIVISIONS REQUIREMENTS. APPROVED BY: DATE APPROVED: 4+ 00 3+00 r�o1l1 Kiel.] w5 /,5 C% ✓ v 1 0 G 6-- LEGEND TYPE A STANDARD 30' TAPERED ALUMINUM POLE+ DAVIT TYPE 8' ARM LENGTH WITH 5'9" RADIUS ARM. FOOTING PER STANDARD DETAIL TRSL-2 AND --3. LUMINAIRE 100 WATTS H.P.S.+240 VOLT.M-C-III DISTRIBUTION.FLAT LENS POWER DOOR TYPE. GE CAT #WACIOS3MIGMC32 LAMP -ANSI 5-54 CONDUCTOR CABLE INSIDE LIGHT STANDARD' AND ARM SHALL BE TWO CONDUCTOR STRANDED CARPER ##10 AWG . PER STANDARD DETAIL TRSL--4 of 434.20 IN) = 426.60 NU R CR#„_. NUMBER ADJACENT TO 4N.=422.10 LUMINAIRE IS CIRCUIT NUMBER JUNCTION BOX SERVICE CABINET I CB W/SOLID LID 435.12 8" CPEP (M7 = 431.51 12" CPEP 1M.57 - 431.10 IPE I Ce IATE . 434.64 .E. 8" 1E) CPEP = 432.39 W.S.D.O.T. TYPE 1 PER STANDARD DETAIL TRSL--3 2" SCH 40 PVC (GALVANIZED STEEL UNDER ROADS)+ TWO CONDUCTOR U.S.E. #8 AWG STRANDED COPPER WITH GROUND. CABINET.CONDUIT AND PER STANDARD DETAIL .op\villagesgaub.dgn Ju -fFogs ?4 Qs/3 oo 01" 2 0 0 co rn Y F. FT NW 1/4 SEC. 9., TWPO 21N, RGE, 5E'm'j W.M. Vicinity Map a TABLE OF CONTENTS I TA -41EET UNDERGROUND PIPE LOCATION BASED ON SURFACE FEATURES - ACTUAL LOCATION MAY VARY. CONFIRM THAT THE LOCATIONS, ELEVATIONS, DEPTHS, AND AS -BUILT COMMENTS REFLECTING MATERIALS ACTUALLLY USED DURING CONSTRUCTION, ACCURATELY REFLECTS EXISTING FIELD CONDITIONS AS DETERMIN E OR UNDER MY DIRECT SUPERVISION ON THIS DATE: ___ O O W NW 1 /4 SEC. 9, TWP. 21N, RGE, 5E* , W.M. i 41 t �rt310 ti f STA. 0+ 1 a L R. ELr' 42 ■ 1 -- — — — — — — -- s _- _ I / T — --- — -'--------' -- MEW r TA. O+ 1 . ! I + 4. F. EL. = 435.36 CL TA. +1 1. `_ wf pp_... F . EL, = 434.1 4. I . I� UNDERGROUND PIPE LOCATION BASED ON SURFACE FEATURES_ ACTUAL LOCATION MAY VARY, i CONFIRM THAT THE LOCATIONS, ELEVATIONS, DEPTHS, AND AS -BUILT COMMENTS DEFLECTING MATERIALS AOTUALLLY USED DURING CONSTRUCTION, ACCURATELY REFLECTS TS EXISTING FIELD CONDITIONS AS DETERMIN E O UNDER ICY DIRECT T SUPERVISION ION ON THIS DATE. 00 NW 1/4 SEC-9 9.9 TWP. SIN, RGE. SE., W.M. L 626.43' R I-) 17. ST. STA. 49+41.7 P. EL. =433.6 15-6LF 12" CPEP 0 0.90% STA. 47 +4Z 17.2'RT. I.E. 431.8 2-- GR. EL.=436.12 TA. 49+41.79 17.3'RT.` R. EL.=433.6 33.9LF 1 2 cl EP 0. .000" 71 l99..6LF 12"jO. QKP .0 1. r `.. T 1 N - F K. Y,TF \1 I J! N B. E 1!'\� Cl I M E T N S! F \11 E N 36. LF 12"40 PAVT-6Wo c STA. 36+ 31.6% 25.8 LT. R. EL. =434.22 ICYNN L: N F j cr) t v �40 �36 424 420 UNDERGROUND PIPE LOCATION BASED ON SURFACE FEATURES. ACTUAL LOCATION MAY VARY. I CONFIRM THAT THE LOCATIONS, ELEVATIONS, DEPTHS, AND AS -BUILT COMMENTS REFLECTING MATERIALS ACTUALLLY USED DURING CONSTRUCTION, ACCURATELY REFLECTS EXISTING FIELD CONDITIONS AS DETERMINPID/Y ME OR UNDER MY DIRECT SUPERVISION ON THIS DATEI•% 3- <4-03 ............. -d' " A.", 06 OF- 0 0 r 2 C.31 .- -- 12 DEDICATED R.O.W. '- A=- CONCRETE SIDEWALK L 12 . TT 5' i� TRANSITION, LANE BIKEWAY O. ' EX. 30` R.O. W. -'- '� — 8' SHOULDER -TAPER VARIES rr. e LANE i LANE EX. PAVEMENT SAWCUT 0 EX. FOGLINE y Y ti SAWCUT 0 EX. FOGLINE AL TERNA "A" 3w CLASS "B" ASPHALT CONCRETE SURFACING (MIN. SECT.) 3" COMPACTED DEPTH CRUSH SURFACING TOP COURSE 8.5" COMPACTED DEPTH CRUSHED SURFACING BASE COURSE A NA TI•VE !i " CLASS '"B" ASPHALT CONCRETE SURFACING (MIN. SECT_) 4.7" MIN. COMPACTED DEPTH ASPHALT TREATED BASE TAPER. VARIES S* SHOULDER SECTION E-E TYPICAL S.E. 312TH STREET WIDENING N.T.S. 3i Id VARIES VARIES LANE LANE EX. PAVEMENT .-.—SAWCUT 0 EX. FOGLINE SAWCUT 0 EX. FOGLINE. ALTERNATIVE '"A" 3" CLASS "13" ASPHALT CONCRETE SURFACING (MIN. SECT.) 3N COMPACTED DEPTH CRUSH SURFACING TOP COURSE 8.5" COMPACTED DEPTH CRUSHED SURFACING BASE COURSE A NA I V "B " 3" CLASS "B" ASPHALT CONCRETE SURFACING (MAIN. SECT.) 4.7" MIN. COMPACTED} DEPTH ASPHALT TREATED BASE SECTION J-J TYPICAL S.E. 312TH STREET WIDENING N.T.S. 30' R:O. VIA.'---'-' - � -4r �N!, - H W x W I `4 ci I ' I _-... 20 MIN. - _ 1 g' 2' —} 4' GRAVEL 5' - ;d 0.5' SMOULDER r -371 .■ *'.r ,3 k� ti v-:yr+'ti•'t:iw. •7- ..`4�-'%{ of .f- J s . r - 4r• r -1. CONCRETE 90015,4oWALK ox ss f A ' NAB A A NAJ 3" CLASS "B" ASPHALT CONCRETE 3" CLASS "B" ASPHALT CONCRETE SURFACING (MIN. SECT.) SURFACING (MIN_ SECT.) " COMPACTED DEPTH 4,7` MIN. COMPACTED DEPTH CRUSH SURFACING TOP COURSE ASPHALT TREATED BASE -8f5" COMPACTED DEPTH CRUSHED SURFACING BASE COURSE SECTION G - G TYPICAL S.E. 310TH STREET WIDENING STA 38+75 TO STA 43+75 N.T.S. F_ z LLA w c� TAPER 8" SHOULDER VAR ES � -� ------ EXUTILITY . 3E� ROAD U L ITY EASEMENT SAWCUT I �1 0 R.O.W. - - E _ 30' R.O.W. EX. 30' R.O.W. � 2 DEDICATED � ., LANE . EEC. 5# EX. PAVEMENT D'S — WALK .�i/�1/. ZCONCRETE SIDEWALK SAWCUT 0 EX. FOGLINE AL TERNA TIVE "A Of 3" CLASS "B" ASPHALT CONCRETE SURFACING (MIN. SECT.) 3" COMPACTED DEPTH CRUSH SURFACING TOP COURSE --8.5" COMPACTED DEPTH CRUSHED SURFACING BASE COURSE AL TERNA TIVE " 9s 3" CLASS " B' ASPHALT CONCRETE SURFACING (MIN. SECT.) 4.70 MIN. COMPACTED DEPTH ASPHALT TREATED BASE SECTION K-K TYPICAL S.E. 312TH STREET WIDENING N.T.S. 48 k-�OURS BIFFOPF YOU D 1\1-7 -8'J'J-4"4 -'��JS SING COUNTY D.D. Z_ CAA 00AIP-M, F6,. I Review Engineer Co pl tion [date I u. eni6�r TE'neer Completion Date 5 JAME H. A1DER, P.E. Ap ro al Date DEVELOPMENT ENGINEER Comments: 5�' - 0.5 EX. PAVEMENT ,3• CONCRETE CURB do GUTTER CONNECT EX. ►�l q & PROPOSED Zoo i DIN ./.-' .`. .. '. .. fix. �..rt•r L'. 1: +,4 If CONCRETE SIDEWALK �: �� � � 'V AL ' NA H A NA TIVE --3" CLASS "8" ASPHALT CONCRETE 3" CLASS "B" ASPHALT CONCRETE SURFACING (MIN. SECT.) SURFACING (MIN. SECT.) 3" COMPACTED DEPTH 4.7" MIN. COMPACTED DEPTH CRUSH SURFACING TOP COURSE ASPHALT TREATED BASE 8.5" COMPACTED DEPTH CRUSHED SURFACING BASE COURSE SECTION D-D TYPICAL S.E. 310TH STREET WIDENING STA 43+75 TO STA 50+00 N.T.S. O O NW 1 4 SEC* 9, T WP # 21 # RGEO 5E0 wo mo B yl 4 TYPE I #, l',EL,=�_ { L I i T . _�D4 I r � , I 395.05 I. E. ' , 3 8. 8 o I I T -_ --- - - . - J ,j •�y� 4 4 0 7 . 5 �IjII t i ° ! L i l ° a .x ° Ay . ' ` Y ° a ¢ . a , ...5 R R ,I EL. � 384.44 l 55 � i! 0 I I� n Z I i I I � I - - � - _ 6 a � � • � •. a\ 4 -TYPE rrr �111 " I g I J r d I REC - --.: + - I ILi 3 �9.2 W tl - - I T - . (-- -- - - - - -- - - T +94.2 LT I1.F BE - - - - I '� - ' R. EL.-- 3,4 'S I 1 � I I 'Al i �7 ' . C 4D6.0 -18. C4 P LB 42 !I RET TALL -� r rI1 _{ I il'� ,., JI �yy r ti t I . E r r � I �� -� � I � � �'.' T � � !" �' I I - i �, �(� `T J i w - �� - -A TYPE f f 48 °° ° r--� _ I I - I i' C-5 2 / , FEE-404. >- - T. o+53. 9 --- , I I K _ - . J - I - - : I IPR. EL.= 418,2 c f a 4_ � i - 1. 1 1 B 21 -�TYP II 8 L 04.30 ,I_ � I I I ,I i..L . a I I I i I I I ��. I I T W= 4 2 - O - r .J STA. 1 +88, 2 1 L JF 1 PEP 9R 2 -' - a EMT. ii FEET E � WE D I -_�� L � I - � r � I � � I I � UPI- I : , r-, v' E __- -_ - CL �; I . E L. � 4, _ I j o I P C L 1N - 41 . D �� I I' `'' - '3 0 I r 11C` �1 f t. ,; _- ,--� �, F L 4 0 4., L - f + r -- L I T ITV - 4 2 H�� U_ L L} _ _ r ,� 1 - L .-.� I - -.�! I -_ 1 LF 1 E P 4 _ I EWI11�' f R a r a� �_ - 7 o - 99, t, - P P 77.8 �+//y _ �, ^} �'- TJf�}ff_ r(} +jI j� QfR�SC. /� �L I, , I 1� �, FF I B U1 4 4. . $" °10 '' L i L �i - _- l � 5-f��rL � -�}' � a l Y Y��__ l I •-+L+ �.J I I E a I -- L I -- _J I !� - -JL + j -TYPE R YY Y~ . ` '! '� -,n _ - N '3_ ' f � � nrr%11 r A Tr-n m It► i c+� w � `-7� -1 -Z'7 A I I[' .. ..� . . . . . . . f _;.. _ i--;- st' 4 ; ; r 5 } , 4 r h S Y �ti �, i. - _.�._ -- f ~, l' �V i -, y L-L tii� i IR�R'f�i } _ t f I..I� .4 - TA. 14+ .0,�\7.41T._t [ -�+ IILE • I.E. 428 91 7 -37: 4 ` ,, L = 428 S1 .. . E , f n�.. { - - / t . LF P E:P..: . 7T1 - �. :..:9 PAP ... .......... __ - ...... _ _ ......... ..... .. _ _ ............. I _ - .. .. .. ...... s 4 - - - - - - -_ .- i �. -� 1 -- - ..� _ OFF : 'h . Yam+ - --�w TW _ �rl - -- - - - .. .. .. . .. .. �. 428 - ijlllll cp # �4 1 5G�o i24;6�LT 19 !- - - - B 1.20 TYPE I i,', }I - 1 _ TYPEI. � -� _ -- _ _--- ---_ - -- -BW - .. I . - GIf III I'I �� , - - -{ -� -. I� - - I I I } f _,I I,.-? + I I - F- 5 _ - - _--.-. -_-+. . . . . . . . . . . . Gk. EL. 392� 11 I BTA. 2T. ,. VtT HI1DR. SoI - - - - - -- 1 - -.. TAs ' 11.+71.99 3 . LT.r , ' 1: 1 ' :I ' -, - - - _ -- -_-C B # 23 NEW _-t _ -�. _ �. `.. E. I I i z'I I E L. - 41 6. � J t . � - 1� ICI D, E - � I.E.- 9 +( ,i -t -- - - � -'- - - - - - - - _ .' 1 HLD !� �'S� Ilk *��y � I S -- . � . - - • l � . I r'F_ D. I I I 7 1 I E ! 7 ' r V s RAMP' � DE A.C. RAMP AT END IY-' I I - - - - - �- -- = - -- _��. a ! ��•- O . PAD - - - -- - - _ 1 CONIC. S I � ,` �. : � `. - . - - I � 11 i8' L I . r 1 L. ' �.- 4 yam•, -- - 3' SHOULDER � \j�f CURB, r � � l ' .- +' _ �r...T �� .- - .---.--TL- ? �, � I _ r- �I +�' 1 1 L I \ . L .� R B , F� � � - � - s, - - _-- .--_ - - - - _ - _ - � 4 - f � ��- I - I '. /I - '•'S - r � 'ti �� �` SHT. 13 OF 14) T �J {�J B f 1-_ L I i [, �TYPF: 1 4�� I�s� --�_ ---I- - - � �,I � � .{ ED I T. 'E TF�UDEDCURB a I _ 1 :' - - f r_` I I �t + - }{,.I I54ri - f + I _ ` - / j ;� ' h. IY I _ �_ �, --' - __ .-_ � INSTALLED THIS PROJECT . E _ I + ' I'v+' I L A" I - t. /' k.-I -; I � . � � ' I � I � E � ' ��� ',I ) I. -I �� I I E 1 L �_ �' E � E ,I _' J� f1, _� � - f� 11 I I l I ,r"� 5� _ f _ -. .....,�,; _ '- �,� 1 '' • . •5. NEW B TYPE GRATE - 419.72 f SF' - } - � FL I IL'E� - \.,.. f, 1.E. - 415,9 AND NEW 31,2 LF F I h5tj L L ;I f` I- v2 12 LOPE C 3.01 41 1 - � jr. = ,, - i,, 1 E 1 r ,,-..F,E�, '' EY H1 VFRT OUTLET 408 404. 400 39 39 388 A UM ELE 376.00 4 77. Jr C.� LL-1 t Z r IO V B NoR1 A -- TYPE II 48" - STA. 8+0.959 23. L . CR.EL.= 391.51 F of4 GB N o. 21 1RE(18Is N = 378.41 • R 1. E. 18" 1 = 378.1 b IRE 8" E) 379.36 N GB o. 2 TYPE I op TA. + 7.3, 27.19 LT, GIB. ELR' 400. 22 B No.49 - TYPE I.E.I =- +r+ I.E.E = 98.7 39.32 TA. 8+94.2, 21.EL.T. I.E.\\\111 398,37 I E. = 377.73 w To C13 No.18 108.7 F 18 PEP 0 1 R 4 �i LJ 00 + M B N o.19 - TYPE TA, 8+ 1 , , 24, 8 LT. R. EL. = 3922.11 To E• 1 " EP I, E. 1 L" _ I.E. 18" = 308.86 8, 8 o R2!\/ I.E.B" 389.61 112.7 LE 18 CPEP 0 0.51 to CICD f 00 'I l cc ( cr) CF) I r :I i CF) i * t ++ + i Ii t �' ti -ry' . T I I I NEW FLOW -LINE J 4 1:"--. -�.` :::: 'LET BEGIN A.C. WALE P: E : I' I . E _ �, .� REM OVEA A I . --), . _. _ -/REMOVE EXIST. CURB, .4 T EB B c c (EX. & NEW) GUTTER AND SIDEWALK EDGE of EXIST. D 11' LANE END A.G. SWALE AT 3 INSTALL NEW CURB, L.. 2� LF 3 WIDE BREAD 1N CURB A.C.ALE T 1.00% CUTTER AND SIDEWALK . INSTALL NEW WHEELCHAIR RAMP 432 -L._ }. _�- I _ '��' I ,_� Ike' i.-i ` l UNDERGROUND PIPE LOCATION BASED ON SURFACE FEATURES. ACTUAL LOCATION MAY VARY. A L L 4 g 0 U R S I CONFIRM THAT THE LOCATIONS, ELEVATIONS, DEPTHS, AND AS -BUILT BEFC)RE YOU DIS COMMENTS REFLECTING MATERIALS ACTUALLLY USED DURING CONSTRUCTION, ACCURATELY REFLECTS EXISTING FIELD CONDITIONS AS 1 - �j iJ � 424 5555 � DETERMI�I�D�Y� M OR UNDER MY DIRECT SUPERVISION ON THIS DATE: O ��______ I 428 424 420 41 12 408 404 400