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Home My WebLink AboutzS-3923SetTo E Ws LLw z z u Q w o 1 Q Q D J Q I I I X z 0 0 z Y J a m 0 U 1n m 0 N 0 N 0 0 1n 0 I I Ln U) 0 i V) 0 i 0 ,9 TIE WALL DRAINS TOGETHER FOR Pik 4 DISCHARGE TO WETLAND A TRACT C ^� 0 25 50 100 PEDESTRIAN ACCESS IE=428.10 TRACT 0 SHARED UTILITY/ ACCESS TRACT �0 13 ASBUILT COMPOSITE UTILITY PLAN FOR ALLUIMAT TIFFANY PARK PTN OF THE W1/2 & SE1/4 OF THE SE1/4 AND PTN OF THE NE1/4, OF THE SW1/4 OF SEC. 21, TWP. 23 N., RGE 5 EAST, W. M. CITY OF RENTON KING COUNTY STATE OF WASHINGTON 14 4.3 \ L 15 \ IE=428.30 44 ...... SSMH#23 Z�l�. L 17 �, I FIRE HYDRANT -�: SSMH#22 (TYP) 3 a3s BAR EA - � SjpF PROPOSED STREET TRACT D \ \SU,UNE:::::. \ \ / I IGHT FTYP i nnr: cnerr �O FIRE HYDRANT 1 / �'r,, 3 89 CB# 18 8" SEWER (TYP) CB# 14 WETLAND BUFFER 1 1 ALONG TRACT LINE.. 90 �* SEE .MITIGATION I ...... PLANS FOR DETAILS. G goo F ......... EX. CB #6 EX.CB #8 87 cAWE ELGQAND E CB# 13 1 I �� 92 TRACT M / �...... o 24".. sD ,RITICAL ARE I ♦ I I� J CB# 1 0 0 294 � �16 Oj, % / ♦ EX. CB # 3 CB#7 , EX. SSMH #3 T A o & 'j CB#4 DRAI GE. ♦ CB#6 :::... o NDS PING` UTILI S.�.4.. .. :. YD.::: . . LCB# 1} S� YD ®........... ... UTILITY CROSSING NOTES 13#9 YD , 1. A MINIMUM OF 1 FOOT VERTICAL SEPARATION WILL BE PROVIDED BETWEEN STORMWATER PIPE AND OTHER UTILITY LINES AT CROSSINGS. �0 CB# 10 2. A MINIMUM OF 1 FOOT VERTICAL SEPARATION WILL BE PROVIDED BETWEEN SEWER LINES AND , OTHER UTILITY LINES AT CROSSINGS. ELSE , ETHOFOAM PAD WILL BE PROVIDED. VERTICAL DATUM UTILITY SEPARATION NOTES T 17'T , 1. THERE SHALL BE A MINIMUM 10 FOOT HORIZONTAL SEPARATION BETWEEN SEWER AND WATER MAINS AND A MINIMUM 7 FOOT SEPARATION BETWEEN SEWER AND ALL OTHER UTILITIES. CI Y 0 REN ON, NAVD 88 BENCHMARK FOUND MONUMENT IN CASE LEAD PLUG & TACK IN 4"X4" CONIC INTX MONROE AVE SE & SE 16TH PL C.O.R BENCHMARK 1857 EL=413.38 (JUNE 2013) 2 REVISED PER CITY COMMENT FOUND MONUMENT IN CASE BRASS PIN IN CONIC INTX SE 158TH 1 ASBUILT ST & 124TH AV SE C.O.R BENCHMARK 1908 EL=387.24' (JUNE 2014) N0. REVISION EX. CB # 1 EX. CB #' V \ a 8 II ,� 9� ti CB#1 }}, p EX. CB EX. 18" SD LOT AREA INFORMATION TABLE LOT # LOT SIZE (SF) IMPERVIOUS (SF) LOT # LOT SIZE (SF) IMPERVIOUS (SF) 1 5,000 3,250 21 6,214 4,039 2 5,000 3,250 22 5,213 3,388 3 5,000 3,250 23 5,213 3,388 4 5,000 3,250 24 5,730 3,724 5 5,000 3,250 25 5,213 3,388 6 61183 4,019 26 5,730 3,724 7 6,085 3,955 27 5,173 3,363 8 5,308 3,450 28 5,006 3,254 9 6,875 4,469 29 5,000 3,250 10 4,694 3,051 30 5,000 3,250 11 5,994 3,896 57 5,518 3,587 12 5,574 3,623 58 4,912 3,193 13 6,293 4,090 87 5,866 3,813 14 6,299 4,094 88 6,365 4,137 15 5,500 3,575 89 5,000 3,250 16 5,567 3,619 90 5,000 3,250 17 6,551 4,258 91 5,000 3,250 18 5,000 3,250 92 5,000 3,250 19 5,000 3,250 93 5,000 3,250 20 6,490 4,219 94 j 5,000 3,250 18" SD *INDIVIDUAL LOT BMP NOTE: THIS PROJECT IS USING THE REDUCED IMPERVIOUS SURFACE CREDIT TO MEET THE INDIVIDUAL LOT BMP REQUIREMENTS (SPECIFICALLY THE RESTRICTED FOOTPRINT BMP), WHICH REQUIRED REDUCING THE ALLOWABLE IMPERVIOUS COVERAGE BY 10 PERCENT. THIS PROJECT IS ZONED R-8. THE ZONE ALLOWS 75% MAX IMPERVIOUS COVERAGE PER LOT. THE DRAINAGE FACILITY HAS BEEN SIZED FOR 65% MAX IMPERVIOUS COVERAGE PER LOT. THE ALLOWABLE IMPERVIOUS AREAS LISTED IN THIS TABLE ARE COMPUTED AS 65 PERCENT OF THE LOT AREA. SPECIAL NOTE: SIDE SEWER LINES SHALL BE INSTALLED TEN FEET INTO EACH LOT IF SANITARY SEWER MAINS ARE AVAILABLE, OR PROVIDED WITHIN THE SUBDIVISION DEVELOPMENT. WALL DRAIN KEYNOTES: �1 CONNECT WALL DRAIN TO ROOF AND FOOTING DRAIN. 2� DAYLIGHT WALL DRAIN BOTTOM FACE OF WALL TO BE LOCATED BY CONTRACTOR SO THAT ENCROACHMENT DOES NOT �3 OCCUR ONTO THE ADJACENT TRACTS. DRAINAGE PIPE BEHIND THE WALL TO BE LOCATED WITHIN THE LOTS ASSOCIATED WITH THE WALL AND NOT THE TRACTS. PROVIDE PIPE SLEEVE AT LOCATION WHERE STORM PIPE CROSSES RETAINING WALL. SURVEYED: SCALE: , VERTICAL: NAVD 1988 BCE HORIZ: 1 =50 HORIZONTAL: NAD 1983/1991 CITY O F DESIGNED: VER: N/A " BJT .� RENTONDRAWN: BK 1/20/1 BJT RAG I ONE INCH � DATUM BK 11/2/18 BJT CHECKED: AT FULL SCALE Plonning/Building/Public Works Dept. RAG IF NOT ONE INCH BY DATE APPR APPROVED: SCALE ACCORDINGLY BJT Q��yEWA�k�, Nz o Z z o f, 4 423 p �Q__ E DNA LT ��G��, N 11/20/2-01 S r" O 2 (N 0 U O O D ZW I O N aN M J 0_ J LLJ z < ZZ w J LLJ N J Z 00 Q O N 00 U of C4 � 0000 Z I I Zz w , ,, M 0 Q -i Ln Ln z_ C � z 0 O Lc) e� w } N Z N N J 0_ Y U (N CITY OF RENTON I]EPARTMENT OF PUBLIC WORKS J 2 Q z APPROVED BY DATE = W LO (3 APPROVED BY DATE V� A�' O v (O APPROVED BY DATE b►� O CONGJJ APPROVED BY DATE O COMPOSITE UTILITY PLAN DATE 11 /20/2018 In ASBUILT - ALLURA AT TIFFANY PARK FIELDBOOK: Q PAGE: MAINVUE WA, LLC DRAWING N0: 1110112TH AVE NE, SUITE 202 BELLEVUE, WA 98004 SHEET: 14 0F:68 m S-392301 W-392301 RI-1319121311141 ►� To E Ws LL z z mil= rr J J Q 0 25 50 00 �o��000000 � �o��000000000�0000000 URI:I111 0- M*01 MA 1000 11 = t1j I vfi;jwi A►1 FOR ALLUIMAT TIFFANY PARK PTN OF THE W1/2 & SE1/4 OF THE SE1/4 AND PTN OF THE NE1/4, OF THE SW1/4 OF SEC. 21, TWP. 23 N., RGE 5 EAST, W. M. CITY OF RENTON KING COUNTY STATE OF WASHINGTON CONNECT . ROCKERY I 3 ... DRAIN TO LOCK+LOAD RAIN. I 4 TRACT F WETLAND BUFFER z OPEN SPACE ALONG TRACT LINE. TRACT E \ SEE MITIGATION UTILITIES PLANS FOR DETAILS. FIRE HYDRANT TYP 31�� . O � . .WETLAND D r�2 Y2 �7GOR . CB#42 33Almb Ir w TRACT�zc**** r _011 Vr//� / S T A: 6 + 8 8. 9 Q37 Fl//1% � y YIN _/Awl rAININ1101,10ft..._ r SHARED UTILITY/ 8" SEWER C / - ��.SSMH#19CIO CB 24 1.2" HI H 3' CB#62 CB #64A WIDE ERM SEE / 84 DETAI SHEET 30 4 46 N S # J� SMH 18 73 APPROXIMATE FLOWPATH 12" STORM - :3, CAWETLAND C \ \ 2 OF SPLASH PAD WETLAND B CB#23 I / A CTEGORY 3 it I �� \ 83 74 4 76 , TRAACT O 82 FIRE HYDRANT SHARED UTILITY/ / TRACT K 1 ACCESS TRACT- (TYP) i �QRITICAL AREA.. " CB#31 \ APPROXIMATE FLOWPATH ' OF SPLASH PAD �.. R1 4r� \ CB#30 OPEN AS V 1 . CB#26 CB#32 WETLAND BUFFER ALONG TRACT 77 3 PLANS FOR DETAILS. ...... SEE MITIGATION CB#25 78 n 8Q PROPOSED STREET UTILITY CROSSING NOTES: LIGHT (TYP:) PROPERTY LINE (TYP ) _._. .. . WALL DRAIN KEYNOTES: 79 41., Ql CONNECT WALL DRAIN TO ROOF AND FOOTING DRAIN. FIRE HYDRANT. (TYP) 4� CONNECT LOCK+LOAD DAYLIGHT WALL DRAIN CB#29 DRAIN TO ROCKERY DRAIN. BOTTOM FACE OF WALL TO BE LOCATED BY CONTRACTOR SO THAT ENCROACHMENT DOES NOT OCCUR ONTO THE ADJACENT TRACTS. DRAINAGE PIPE 406 1 BEHIND THE WALL TO BE LOCATED WITHIN THE LOTS ASSOCIATED WITH THE WALL AND NOT THE TRACTS. 1. A MINIMUM OF 1 FOOT VERTICAL SEPARATION WILL BE PROVIDED BETWEEN STORMWATER PIPE CB#2 00 AND OTHER UTILITY LINES AT CROSSINGS. 2. A MINIMUM OF 1 FOOT VERTICAL SEPARATIONWILL BE OTHER UTILITY PROVIDED LINES ATV CROSSINGS. ELSE EEN SEWER LINES AND VERTICAL DATUM ETHOFOAM PAD WILL BE PROVIDED. CITY OF RENTON, NAVD 88 UTILITY SEPARATION NOTES: BENCHMARK 1. THERE SHALL BE A MINIMUM 10 FOOT FOUND MONUMENT IN CASE LEAD PLUG & TACK IN 4"X4" CONIC HORIZONTAL SEPARATION BETWEEN SEWER AND INTX MONROE AVE SE & SE 16TH PL C.O.R BENCHMARK 1857 WATER MAINS AND A MINIMUM 7 FOOT EL=413.38 (JUNE 2013) SEPARATION BETWEEN SEWER AND ALL OTHER UTILITIES. FOUND MONUMENT IN CASE BRASS PIN IN CONIC INTX SE 158TH ST & 124TH AV SE C.O.R BENCHMARK 1908 EL=387.24' (JUNE 2014) SSMH#14 2 REVISED PER CITY COMMENT 1 ASBUILT NO. REVISION LiPROVIDE PIPE SLEEVE Al LOCATION WHERE STORM PIPE CROSSES RETAINING WALL. SURVEYED: BCE DESIGNED: BJT BK 1 20 1 / / BJT DRAWN: RAG BK 11/2/18 BJT CHECKED: RAG BY DATE APPR APPROVED: BJT LOT # LOT SIZE (SF) IMPERVIOUS (SF) LOT # LOT SIZE (SF) IMPERVIOUS (SF) 31 5,000 3,250 60 5,951 3,868 32 5,000 3,250 61 5,433 3,532 33 5,000 3,250 62 5,334 3,467 34 5,000 3,250 63 5,200 3,380 35 5,000 3,250 64 5,200 3,380 36 4,960 3,224 65 5,200 3,380 37 5,976 3,884 66 6,374 4,143 38 5,111 3,322 67 5,456 3,546 39 6,617 4,301 68 5,000 3,250 40 5,353 3,480 69 5,000 3,250 41 6,648 4,321 70 5,381 3,497 42 4,750 3,088 71 5,687 3,697 43 5,614 3,649 72 7,218 4,692 44 5,000 3,250 73 6,705 4,358 45 6,036 3,924 74 5,000 3,250 46 5,988 3,892 75 5,000 3,250 47 7,916 5,145 76 5,456 3,546 48 5,000 3,250 77 5,010 3,256 49 5,000 3,250 78 5,000 3,250 50 5,000 3,250 79 5,019 3,263 51 5,000 3,250 80 4,834 3,142 52 5,097 3,313 81 5,000 3,250 53 5,211 3,387 82 5,000 3,250 54 5,211 3,387 83 5,000 3,250 55 5,210 3,387 84 5,000 3,250 56 5,999 3,899 85 5,134 3,337 59 5,718 1 3,717 86 5,463 3,551 SCALE: HQRIZ: 1 "=50' HORVERTICAL NAVD CITY O F IZONTAL: NAD 1983/183/1991 :6 VER: N/A RENTON ONE INCH DATUM AT FULL SCALE Plonning/Building/Public Works Dept. IF NOT ONE INCH SCALE ACCORDINGLY *INDIVIDUAL LOT BMP NOTE: THIS PROJECT IS USING THE REDUCED IMPERVIOUS SURFACE CREDIT TO MEET THE INDIVIDUAL LOT BMP REQUIREMENTS (SPECIFICALLY THE RESTRICTED FOOTPRINT BMP), WHICH REQUIRED REDUCING THE ALLOWABLE IMPERVIOUS COVERAGE BY 10 PERCENT. THIS PROJECT IS ZONED R-8. THE ZONE ALLOWS 75% MAX IMPERVIOUS COVERAGE PER LOT. THE DRAINAGE FACILITY HAS BEEN SIZED FOR 65% MAX IMPERVIOUS COVERAGE PER LOT. THE IMPERVIOUS AREAS LISTED IN THIS TABLE ARE COMPUTED AS 65 PERCENT OF THE LOT AREA. SPECIAL NOTE: SIDE SEWER LINES SHALL BE INSTALLED TEN FEET INTO EACH LOT IF SANITARY SEWER MAINS ARE AVAILABLE, OR PROVIDED WITHIN THE SUBDIVISION DEVELOPMENT. MAILBOX LOCAMNS 16 SYMBOL INDICATES LOCATION FOR MAILBOX MOUNTING AND NUMBER OF MAILBOXES. SEE THIS SHEET FOR LOCATIONS AND SEE SHEET 41 FOR DETAILS. THESE LOCATIONS HAVE BEEN REVIEWED AND APPROVED BY THE POSTMASTER PRIOR TO CONSTRUCTION. CONTRACTOR SHALL RE -VERIFY WITH THE POSTMASTER AT THE TIME OF CONSTRUCTION. JEFFERY HANSEN APPROVED BY: 4301 NE 4TH ST RENTON, WA 98059 Q��yEWA�k�, Nz Z z 423 p �� E DNA LT ��G��, N 11/20/2-01 S � T 2 (N c� U O O D zw I O NLLJ aN M J a J z < ZZ w J LLJ N J Z 00 Q O N 00 U of C4 0000 � Z I I Zz z ,, w, M � Q �LnLn z 0Z O O Ln �� C L Ln w } LLJ N Z N N > J 0_ Y U (N t CITY OF RENTON J DEPARTMENT OF PUBLIC WORKS 2 CL Q � z = W (3 LO APPROVED BY DATE APPROVED BY DATE V� �= O APPROVED BY DATE v NSJ b►� O GO (D O APPROVED BY DATE COMPOSITE UTILITY PLAN DATE 11 /20/2018 m ASBUILT - ALLURA AT TIFFANY PARK FIELDBGOK 0 MAINVUE WA, LLC PAGE: DRAWING N0: 1110112TH AVE NE, SUITE 202 BELLEVUE, WA 98004 U m SHEET: 15 0F:6g I I I I x z 0 0 z Y J Q m 0 U n 0 4 0 C'4 O CV \ ai E a� a 0 a I I Ln O 0 Ln Ln Ln O QO 1-1 V) 0 0 O Lu 4; i� � SEWER NOTES: NOTE: N ,TRACT;M ASBUILT SEWER AND WATER PLAN AND PROFILE - SE 18TH ST 1. SEWER PIPE SHALL BE 8" PVC SDR-35 UNLESS / NOTED OTHERWISE. 1. MINIMUM OF 10 FT SEPARATION BETWEEN SEWER OF co // FOR 2. SIDE SEWERS ARE PRIVATE AND SHALL BE 6" PVC FTBETWEEN SEWER AMAIN AND STORM U^L7 LINE. O ♦� _n0, // i SDR-35 @ 2.0% OR GREATER SLOPE. 1 GG I ALLUlM AT TIFFANY PARK 3 S ME MATERIAL AS TEE SWERT MAIN. OF THE 2BETWEN OSEWER F 12 (LINE ANDA OTHER RUTILIITIES. 0 10 20 40 � AWErLAND E "• TRACT B 0 CATEGORY 3THO 4. SHALLOW MANHOLES PER C.O.R. STD PADDING WILL BE PROVIDED.. PLAN 400.2 IF THIS IS NOT POSSIBLE E w FOAM _ PTN OF THE W1/2 & SE1/4 OF THE SE1/4 AND PTN OF THE NE1/4, OF THE SW1/4 OF SEC. 21, CO CO BEARING PAD / TWP. 23 N., RGE 5 EAST, W. M. CITY OF RENTON KING COUNTY STATE OF WASHINGTON / 1 +32 1 +82 CID ELEVATION (TYP) EX. HYDRANT AT NE CORNER �/ �9�, ems, 1 Cp CO 2 CO nn L=32' L=32' 2+32 GG OF MONROE AVE ANDS 18TH '`�` / c'' .. �'''� 1 +00 0+32 0+82 40g gp IM=4}ff98.4 .73 4 ? RIM=48 4 38 L=32' 41V \ °�F` ✓ i ''.� �.�' 400.90 403.30 i C i �- STREET. ADJUST HYDRANT TO \. 'A i L=32' I L=32' �� L=32' /' IE=4949�4 6410.90- IE=49S-0-41 .0 `� i RIM=A1 411 GRADE AND INSTALL STORZ SEE BLOW UP OF /.''-------------- �r�� RIM=4 - �� _ 4 6.75 ` PE=30.1 % �� SL(iiP=38.4% IE= i _ 422 ADAPTER. �. EX.' WATER CONNECTION •.....••''' / oo _ IE=394-5� 39 52 IE= 3 9.52 IE=499-9� 40 .07 SLa1��46.Q% - s --- _ . �� TFi1S. SHEET. i 1 - '. SLOPE = 7.3% _�LOPE =10 3� ,'� SLO�C-2J .4% i i 3 I , -' Y ________________________________ Q 4 15 \ a: r._= ----------------------- _ _--------=--=__-------------------------- EX 8" WATER EX.CB a `• Q 3= SEX... Q S _ 2 - o / o / / T�D �iz Wo�/ 161' LF 8" DI / eFi 260 LF 8 DI''. l i•./W."EX. CB #5 - - Ex. 10" sD EX_CB #s�j �' `• _. o/ SE 18Th� . ST W _ _ _ _ A3 118 1 � , l i0 _SSMH�k1 PROPOSED 1"� L 8" PVC o �'" ' 289 LF 8" CLL -90 IRRIGATION METER p - EX. MH #3 EX. SSCO W/ DCVA 2 �� \� 30" STORM \� �^ \� 4 \� \� 30" STOR \� _ , _ -- - �' ' ° a ° ° l I Q- � T y IT _____I -- -� Etc. CB # a� / a . .G. I / '--vt_-- --`------I i-- `. a a .. .., a % Q c .od/°'�'•a., Q d d °l '•:c Qg c ej ° .. / .. l .Q. ° a ./ .cad, o.�' /..?,a a l J IEX REMOVE EXISTING-�.; / �� /� ./ `\\` CONNECT TO SSMH CONTRACTOR CONTRACTOR SH LL OTHOLE EX. SS 4 �-,CLEANOUT AND INSTALL/•' r J TO VERIFY E>ISTING INVERT PRIOR CLEAN OUT PRIG CONSTRUCTION N_EW MANNOLE_--- Q * NOTE: TO CONSTRUCTION CONTACT AND VERIFY EXACT INVERT ELEVATION �' .' ' I I '. o� T II 94 I �� COJ \`\ - SEE DETAIL SHEET 61 ENGINEER IF ICONFLICT EXISTS. CONTACT ENGINEER IR CONFLICT I /�,:.I I ' I 1 14 .. CO 93 Co 92 `• CO 91 CO FOR CROSSING OF STORM I EXISTS. I I S I ' I I + L=23' ; 401.00 0 0+47 404.30 0:+97 407.70 1 +47 411.70 , +97 90 2+47 WITH LOTS SEWER STUB 89 TO 94. FOR ADJUST EXISTING ATER METER TO I I o : ' ' ' ' I I RIM=.49! .% 401.04. L' 24'.• RIM=464-36 404.07 L=24' RIM=4$ 6� 407.82 L=24 RIM=4�$9� 411.92 L=24' 415.80 RIM=4�r.6@ 417.83 L=241'. RIM=6 4 /8.96 I FINISHED GRADE A NEEDED. � o [ �� I IE=395.00 LOPE=VARIES o IE= 98.30 ;P 396.4 �l IE=494�9399.89 sz� IE=405.70 IE=489-89 407.7 SLOPE=VARIES IE= 2-894f0.7 SLOPE=VARIES SLOPE=VARIES SLOPE=VARIES SLOPE=VARIES 415 GiC•7 IT• 2 IZI 395 375 NOTE: ■ ROADWAY FINAL SUBGRADE SHALL BE ESTABLISHED AND COMPACTED BEFORE o ■ THE INSTALLATION of WATER MAINS IN - _ o ro 1 ALL CUT OR FILL AREAS. LOW PT STA = 10+00.00 o coo ■ + o PVI STA = 11 +00.00 - - ■ Lu PVI FLEV =�58.�3 u �K=8.57 w``'� 200 VC 1 CD ro1 a 0 CD o EXISTING GRADE PROPOSED GRADE / ■ o1r, o � CENTERLINE Q CENTERLINE o or, L-LJ 1 ^' j w > U ■ / 3 ■ - - N.172085.85 1 _ - __ 1 E.1308719.38 --- �� >-T N.172127.12 1 f:1308552.99 II r---_ - y - " 2 N.172115.17 2 30" STORM 4 ■ ----_ EX. E.1308561.20 F - ■ 1 STOR S8MH#2 TYPE 1-48, STA. = 1 1 +20.22, 4.05', RT L 118 1 RIM = 8 400.74 ■ ELF 8 EIS b 1.00% IE = 391-28 (8" E) 391.11 1 SS Q 1�•4% IE = :391.18 (8" W)391.01 ■ 1 J. _Tl 18" STORM ■ 18" STORM 1 s' MW TYPE 1-4F • A. = 30+68.09, 487.19', RT 1 EX. SSMH #3 RIM = 396.97 396.96 ■ STA. = 9+48.81, 4.99', RT ■ RIM = 396.66 IE = 3$8.01- (8" W) 387.96 - SE 18TH STREET EXISTING GRADE -1 IE = 387.47 (8" E) RESIDENTIAL ACCESS Q CENTERLINE IE = 387.37 (8" W) - - 1"=20' 1"_ 25 MPHDESIGN SPEED PROPOSED GRADE � HORIZ. - VERT. Q CENTERLINE 00 00 O O I.r1 lO Do ;7,r) N 7 00)j C9 - ^ 7 to 000 7 In Ln 0) I`n CD cy) I`n CD cy) I`n 0) I`n 0) I`n 0) I`n ^ 0) 0) 0) 00 0) 00 0) Ln O 06 (p DO O 0) rn O O O CV M 1 M M M M 9+00 10+00 11+00 7' LF 8" DI 15 VERTICAL DATUM 6"-SANITARY SEWER STUB DESIGN TABLE LOT # IE Q MAIN PIPE# 1 VERTICAL LENGTH IE Q BEND PIPE#2 LENGTH & SLOPE IE Q LOT 89 392.72 19.21' 392.88 24 LF @ 2.00% 412.80 90 392.44 16.09' 392.60 24 LF @ 2.00% 409.80 91 392.17 12.26 404.43 24 LF @ 2.00% 405.70 92 391.89 8.91' 400.53 24 LF @ 2.00% 401.70 93 391.62 6.21' 397.83 24 LF Q 2.00% 398.30 94 391.18 3.35' 394.53 23 LF Q 2.00% 395.00 SEE SANITARY SEWER STUB CROSSING DETAIL ON SHEET 61. SEE VERTICAL RISER CONNECTION, COR STD. PLAN 409, SEE SHEET 60. 12+00 415 425 410 420 405 415 400 410 395 405 390 400 385 395 380 390 375 ° /1Ica 0 C'7 MH#3 , �uJ W 1WH/ •` Ll ° _Tj as •.°. '..L a a . 0 �---88 co 422.30 0+ 10 L=23' RIM=422.30 421.94 IE=416.38 414.11 SLOPE =64.8% NOTE: ROADWAY FINAL SUBGRADE LL BE I 1 1 • D BEFORE THE INSTALLATION OF WATER MAINS IN ALL CUT OR FILL AREAS. I �■■31,�IL`[ri�lrl�l �y ►- S�� iiL� ICI �1�■may � � �■ -�� i�lll■-Ea--/ -III■�-I/- -i■7 III■I �I III-/_-r�T. �/ �li� �% � - - - -• - ' - • - - - � ■�■�■7Tt1 � � �■�t•�l �■��y 1 ■ �■71rF1 �� r"1 1 �- �Il�ii-/Ill■i\■1\alb-7■it■1■'1■l�J\�■ili � - ■1■�■�■�■ 1 -/_III■ �� 1�\'�'� I \ L� ■ ■�■��J 1 _a•�- �- �� 11■ ��11 - Mlllllli�i■■■i�i��i 1 r �� -u■ -��K•IJ<•Islas_nJ9:l•1./a1ZK•1►h`I � • • • � ■�■�r�l �i �11■ <K��►1.Y��■n►[e>■a►[hlcllaa i.�■1►[•>.a►1n■:r_ 1,10M►■■�■ �-NO�11■ �■�■1C p • • L p I • ,, ■�■� ram/ �■ ■■ ��VIIZ•].l■I_\I[•]►■J'i•►/lllalil►■1:1■.7i'I■K•]'�I)♦■� ■ �■�� ■■■ ��l•1:��/i1a111►1Z•]:li�l_\I[•]►I_1►11■II•IIIIII■Ia►1H1>•■�■�L�■1 NO �■■■ ■�■��y NO Comm NO _�■��y I NOAMEN■�� mom ■1e� . • : „ GNOME _ru EMS NO NO murm. ■h�ii 'u"-tea ��i• • 1 ti1+N11�1�1'111:1�:1�i�i+N�►� _-_- _ , , - ■1 1.1I•J711Wlia :j99D� ■1 12+00 WATER MAIN FITTING DATA TABLE 13+00 O I O I O LF 8" DI CITY OF RENTON, NAVD 88 STA. 10+04.83, 12.02 LT STA. 10+09,85 7.00 LT STA. 1 1 +77.77, 7.00 LT, 16.50 LT EX. 8" WATER INSTALL: INSTALL: INSTALL: -W -W -W 2 BENCHMARK REMOVE EX. PLUG AND CONCRETE 1-8" 45° BEND (MJXFL) 1-FIRE HYDRANT ASSEMBLY BLOCKING CONNECT TO END OF EX 1-8" GATE VALVE (FLXMJ) PER STD. PLAN. NO. 310.1 1 FOUND MONUMENT IN CASE LEAD PLUG & TACK IN 4"X4" CONIC 8" DI. COORDINATE WITH CITY OF 1-8" SLEEVE (MJ) 1 - 8"X6" TEE (MJXFL) 421' LF 8" DI INTX MONROE AVE SE & SE 16TH PL C.O.R BENCHMARK 1857 RENTON FOR SHUTDOWN. CONCRETE BLOCKING 1 - 6" GATE VALVE (FLXMJ) EL=413.38 (JUNE 2013) CONNECTION PER COR STD PLAN 300.5. FINAL CONNECTION BY CITY SE 18TH STR CONNECTION DETAIL FOUND MONUMENT IN CASE BRASS PIN IN CONIC INTX SE 158TH FORCES ST & 124TH AV SE C.O.R BENCHMARK 1908 EL=387.24' (JUNE 1-8" 45' BEND (MJ) NOT TO SCALE 2014) CONCRETE BLOCKING SURVEYED: SCALE: 7 VERTICAL: NAVD 1988 BCE HORIZ: 1 "=20' HORIZONTAL: NAD 1983/1991 CITY OF BJT DESIGNED: VER: 1 "=5' REN TON 2 REVISED PER CITY COMMENT BK 1/20/1 BJT DRAWN: RAG ONE INCH DATUM 1 ASBUILT BK 11/2/18 BJT CHECKED: AT FULL SCALE Plonning/Building/Public Works Dept. RAG IF NOT ONE INCH NO. REVISION BY DATE APPR APPROVED: SCALE ACCORDINGLY BJT 14+00 CITY OF RENTON E�)EPAFiTMENT OF PUBLIC WORKS 425 420 415 410 •• -c • UTILITY CROSSINGS: QIE 12" SD=395.98 T/P 8" W=394.98 QIE 12" SD=395.29 T/P 8" SS=390.87 QIE 12" SD=409.86 T/P 8" W=408.86 QIE 12" SD=408.96 T/P 8" SS=393.00 T A� k �� of W y� o Z z ,p 4 423 p �� iS F�lSTF S14A L ECG 1-1-/2.0/2.01- 2 (n 0 U z> if 2 cUJ 0 N Z cn J J a < Li z X < Z w W N J Z Qrr) O N N N 00 U Z Z 00 N CO r- 00 > w Z r- Q I I w ui In Lc) Z 0 Z Lc) N Ln N Ln Z - N Z00 Lij N N J > Y U ( J Q � ♦ Lu APPROVED BY DATE i W APPROVED BY DATE v APPROVED BY DATE bA ° CONSJ APPROVED BY DATE v SEWER AND WATER PLAN AND PROFILE D 11 /20/2018 ASBUILT - ALLURA AT TIFFANY PARK FIELDBOOK: PAGE: MAINVUE WA, LLC DRAWING N0: 1110112TH AVE NE, SUITE 202 w BELLEVUE, WA 98004 SHEET: 47 OF: ww U S - 3 9 2 3 0 3 IWI-1319121 3 co N 0� co 0 W rr a w n zz z u a w 0 LL w a a rr J Q I I I I X z 0 c.� z Y w Q m 0 u to m r7 0 Go 0 N 0 N Q) v 0 0 I N 1n I Ln Ln 0 0 Ln Ln O V O 0 O t0 Q EL Lu �; it SITE PLAN KEY MAP a CONSTRUCTION RECORD DRAWING THIS CONSTRUCTION RECORD DRAWING IS A COPY OF THE APPROVED CONSTRUCTION DRAWINGS PREPARED BY BARGHAUSEN CONSULTING ENGINEERS, INC AND HAS BEEN EDITED TO REFLECT ASBUILT CONDITIONS. THE INFORMATION PROVIDED ON THESE RECORD DRAWINGS IS A COMBINATION OF FIELD SURVEYED INFORMATION AND DOCUMENTED FIELD REVISIONS. VERTICAL DATUM CITY OF RENTON, NAVD 88 BENCHMARK FOUND MONUMENT IN CASE LEAD PLUG & TACK IN 4"X4" CONIC INTX MONROE AVE SE & SE 16TH PL C.O.R BENCHMARK 1857 EL=413.38 (JUNE 2013) FOUND MONUMENT IN CASE BRASS PIN IN CONIC INTX SE 158TH ST & 124TH AV SE C.O.R BENCHMARK 1908 EL=387.24' (JUNE 2014) ASBUILT SEWER AND WATER PLAN AND PROFILE - SE 18TH ST AND TRACT E E SHEET 52 SE tigxn N FDR C� "1VMS .�L77Q4 Q � 88 422.30 Now 4W 425 415 410 405 ■ SEE SHEET 54 FOR CONTINUATION FOR ALL UlM AT TIFFANY PARK PTN OF THE W1/2 & SE1/4 OF THE SE1/4 AND PTN OF THE NE1/4, OF THE SW1/4 OF SEC. 21, TWP. 23 N., RGE 5 EAST, W. M. CITY OF RENTON KING COUNTY STATE OF WASHINGTON 1� 1= 0 Pico a ■ -I_ 1W� A 'WQ IZN �mlVr- .Q A 2 1 ■ 1 ■ 1 ■ NOTE: ROADWAY FINAL SUBGRADE SHALL BE ESTABLISHED AND COMPACTED BEFORE THE INSTALLATION OF WATER MAINS IN ALL CUT OR FILL AREAS. ■ ■ ■ ~6v 1 FIRE HYDRANT 'IN STA: 14+37.68 ^� 1 OFF: 16.50' Nw --- i Opgo ' ■ ■ 1 _ o ■ �' 6 M 7 VN2019.6 ■ ■ i - ' 3 E. 130903 45 F 1.86% 57 - ■ ■ ■ N.172 37.76 1 E. 130 975.1 1 ■ 1 ■ 1 1 I - - . i i ■ SEE SHEET 61 FOR MANHOLE _\ INSIDE DROP ONNECTION. S�oR ■ ' ' ! 3-)" STORM 2 ■ SSMH#5 TYPE 1-4T • STA. = 30+06.15, 50.57', ■ RIM = -427.8 427.93 ■ F 2.49% 79 ! STA. IE _ 5 (8" W) 41 04, TYPE 1- 30+04.01, 4 00', RT ■ . ■ 1 ■ RIM IE = IE = IE _ IE _ 425.88 417.36 (8" E) 41705 ■ 394.92 (8" S) 394.83 4111.43 (8" N) 11.01 ■ (8" W) 94.75 ! EXISTING GRAD ■ Q CENTERLINE PROPOSEDGRADE ■ Q CENTERLINE (V r7 cV to 0� N N N t(0 tLO0 r7 N CV N O c"I tLn o Ln Ll j cV LO t0 tV N tLO0 I� 04 15+00 SE 18TH STREET RESIDENTIAL ACCESS HORIZ. 1 "=20' - VERT. 1 "=5' 25 MPH DESIGN SPEED UTILITY CROSSINGS: QIE 8" W=420.36 T/P 12" SD=402.58 QIE 12" SD=398.91 T/P 8" SS=394.65 QIE 8" W=421.25 T/P 8" SS=397.90 QIE 12" SD=398.53 T/P 8" SS=395.90 QIE 8" W=420.76 T/P 8" SS=418.25 © IE 12" SD=424.41 T/P 8" W=423.41 QIE 12" SD=421.17 T/P 8" SS=419.02 ®IE 8" W=420.36 T/P 18" SD=401.60 WATER MAIN FITTING DATA TABLE O STA. 15+01.88, 7.00' LT INSTALL: 4W 1 -8" CROSS (ALL FL) 4W 4-8" GATE VALVE (FLxMJ) O STA. 21 + 73.02, 7.00' LT INSTALL: 1-8" DI TEE (FL) 445 3-8" GATE VALVE (FLxMJ) CONCRETE BLOCKING O STA. 14+37.68, 7.00' LT, 16.50 LT INSTALL: 1 -FIRE HYDRANT ASSEMBLY 444 PER STD. PLAN. NO. 310.1 1 - 8"X6" TEE (MJXFL) 425 1 - 6" GATE VALVE (FLXMJ) 4O AT CONNECTION TO EXISTING WATERMAIN INSTALL: 4W 1 -8" GATE VALVE (MJXMJ) 420 415 410 SEE SHEET 18 FOR CONTINUATION o aoo a 2 a cr ..:........... TRAC' cr 436'' M ■ ■ ■ ■ ■ ■ m m r-m SEE SHEET 18 FOR CONTINUATION E- I I I LnI I I I I XI II I W DEFLECT WATER MAIN AS NECESSARY TO MAKE CONNECTION I - - - - EX. 8" WATER MAIN CITY WATER PROJECT # (W-0508) SEWER NOTES: 1. SEWER PIPE SHALL BE 8" PVC SDR-35 UNLESS NOTED OTHERWISE. 2. SIDE SEWERS ARE PRIVATE AND SHALL BE 6" PVC SDR-35 @ 2.0% OR GREATER SLOPE. 3. SIDE SEWERS SHALL BE CONSTRUCTED OF THE SAME MATERIAL AS THE SEWER MAIN. 4. SHALLOW MANHOLES PER C.O.R. STD PLAN 400.2 NOTE: NOTE:RADF ROADWAY FINAL SUBGRADE SHALL BE ESTABLISHED AND COMPACTED BEFORE THE INSTALLATION OF WATER MAINS IN ALL CUT OR FILL AREAS. PROPOSED GRADE PAIMA `'' XCAVATI R NEW - - _ _ ATE n Al z W - - ER MAIN EXISTING GRADE 0- SECTION Ln r� � con t7j 4 pq r7 �i. tb Ln M r7 CO 00 Lo W) r7 to 0) of r- r7 117 N 00 tj C6 � r7 O �Ln O O 0-) ni cV � t0 �Ln rry .} �� t0 �--I: Ll) - ' rM o0 t0 Ln 't O Ln qt NOTE: CONTRACTOR SHALL NOTIFY THE FOLLOWING CONTACTS FROM SEATTLE PUBLIC UTILITIES (SPU) 36-HOURS BEFORE ANY EXCAVATION OR POTHOLING NEAR SPU 36-INCH WATER PIPELINE. WAYNE SMITH (206)-979-6691 - TRANSMISSION GROUP PAJ HWANG (206)-386-4198 - SENIOR CIVIL ENGINEER AN SPU REPRESENTATIVE MUST BE ON -SITE DURING ANY EXCAVATION NEAR SPU PIPELINE 395 O WATER LINE TO PASS BELOW SPU 36" WDETAIL WATER MAIN. SEE THIS SHEET. REMOVE EX. CAP & W OBLOCKING W �n REPLACE EX. 8" GATE VALVE INSTALL: 0 1-8" GATE VALVE (MJXMJ) 1-8" MJ SLEEVE (MJXMJ) M W Z �I J 003 xl w a 380 75 TRACT E CONNECTION DETAIL NOT TO SCALE 2 REVISED PER CITY COMMENT 1 ASBUILT NO. REVISION 2-8" 45' BEND (MJXMJ) W/ MEGALUG ADAPTERS TYP. SURVEYED: BCE DESIGNED: BJT BK 11/20/1q BJT DRAWN: RAG BK 11/2/18 BJT CHECKED: RAG BY DATE APPR APPROVED: BJT TRACT E PEDESTRIAN ACCESS HORIZ. 1 "=20' - VERT. 1 "=5' SCALE: HORIZ: 1 "=20' VER: 1 "=5' ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY 4' 8" DIP CL 52 WATERMAIN 52+00 FINSIHED GROUND 36" WATERLINE SHALL BE POTHO TO VERIFY EXACT LOCATION AND DEPTH PRIOR TO CONST TION. CONTACT ENGINEER IF CONFLICT EXISTS. EXISTING 36" WATER LINE WATERLINE DEFLECTION DETAIL SPU WATERMAIN CROSSING NTS VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM CITY OF RENTON Planning/Building/Public Works Dept. 4a0 1. MINIMUM OF 10 FT SEPARATION BETWEEN SEWER MAIN AND WATER MAIN. MINIMUM OF 7 FT BETWEEN SEWER MAIN AND STORM LINE. 2. MINIMUM OF 12 IN VERTICAL SEPARATION BETWEEN SEWER LINE AND OTHER UTILITIES. 445 IF THIS IS NOT POSSIBLE ETHO FOAM PADDING WILL BE PROVIDED. KEY NOTES 440 PRE)VIDE FILL E)YER NEW MAIN TO PRE)YIE)E MINIMUM 4' SEE ronccIGnrr 4W OCONTRACTOR SHALL POTHOLE EX. 8" WATER AND VERIFY EXACT DEPTH PRIOR TO CONSTRUCTION. REMOVE EX. BLOW -OFF AND CONCRETE BLOCKING. CONNECT TO END OF EX. 8" WATER. COORDINATE WITH CITY OF RENTON FOR 4W SHUT-OFF. CONNECTION PER COR STD PLAN 300.5 FINAL CONNECTION BY CITY FORCES. SEE DETAIL THIS SHEET. J. TA�k �y W o Z z ,p 4 423 p �� 'nc� F6' ss%NA L 11/zo/zos 2 (N ui 0 U z> zD-- O N LLI QN W J J a< X z Z w W N J Z Q rr) N N O N 00 z Z Z CO N I- cfl 00 Z > Fr z w W I I CN Q - - Ln Ln Z 0 Z Ln N N .-I - Z } w CONCRETE THRUST KS PER C.O.R. Ln Cj Z � Ln > � r 6 STD P 330.2 & 330.3. S SHEET 63 CITY OF RENTON J DEPARTMENT OF PUBLIC WORKS Q 2 z APPROVED BY DATE '= z WLO APPROVED BY DATE �R V� ,tom= v O � APPROVED BY DATE b►� N5J 0 CD r APPROVED BY DATE O SEWER AND WATER PLAN AND PROFILE D 11 /20/2018 m ASBUILT - ALLURA AT TIFFANY PARK FIELDBOOK: O MAINVUE WA, LLC PAGE: DRAWING N0: MO 112TH AVE NE, SUITE 202 ui BELLEVUE, WA 98004 U SHEET: .w GF: ww S - 3 9 2 3 0 4 IWI-131912 131014 v rr Q LJ I z z u w 0 LL Q rr J z 0 0 z Y J Q m a U 0 0 N 0 N a) E 0 0 0 I N U) I Ln Ln O (0 0 Ln Ln O Lfl 1-1 V3 0 0 O a r Lu 4; i� O\\\\�� \\\\\\\\\O\ \\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\ VERTICAL DATUM CITY OF RENTON, NAVD 88 BENCHMARK FOUND MONUMENT IN CASE LEAD PLUG & TACK IN 4"X4" CONIC INTX MONROE AVE SE & SE 16TH PL C.O.R BENCHMARK 1857 EL=413.38 (JUNE 2013) FOUND MONUMENT IN CASE BRASS PIN IN CONIC INTX SE 158TH ST & 124TH AV SE C.O.R BENCHMARK 1908 EL=387.24' (JUNE 2014) ASBUILT SEWER AND WATER PLAN AND PROFILE - SE 18TH ST FOR ALL UlM AT TIFFANY PARK PTN OF THE W1/2 & SE1/4 OF THE SE1/4 AND PTN OF THE NE1/4, OF THE SW1/4 OF SEC. 21, TWP. 23 N., RGE 5 EAST, W. M. CITY OF RENTON KING COUNTY STATE OF WASHINGTON ► CO i CO i CO 1+27 ►► 0+54 � - L-32' a � 22 0+24 L=34' 23 CO � L=32' 24 ► '. 430.80 ► RIM=#3A-86 4 1.01 432.80 RIM=432.80 4 .49 433.80 i RIM=434.29 433.96 0+75 i 434.20 IE=428.29 428.78 CO CO 20 ► IE=4�4.8942�3 3 IE=426.-86 42724 L=35'433.56; SLOPE=9.5% i � 0+36 0+05 428.60 .� SLOPE=16.0%i SLOPE=11.23% -JIR =q3,g� 433.80 L=34' 26 L=32' ► ? ;P IE=42780 4 7. Lu Lw RIM=433.804 3.69 433.60 RIM=4i8-6� 42 .51 ► �, : I ►► SLOPE=10.6 �- - - a IE=427..89.42 .18 " IE=4�-:6942 38 � • � - - > `- �� 7.2% SLOPE = PROPOSED 1 SLOPE- 12.4% •.I D D D\ \ D IRRIGATION METER .D. .D D p D \ \ W/ DCVA . G D W p p � 1 � D � D • .. D D 288' LF 8„ DI D p W p ti'_ fl D 0_. R D��' _ SE 18THST* M , #6 �� 134 LF 8" PVC-..3 N- A �1 o-u) 8" Gam_ -- t 2 �. 75' �F \ D ltr_� ` 57 L CO 56 0+52 L=20' 433.1E RIM=4339 IE=4231.10 SLOPE=18.7 BEARING PAD ELEVATION (TYP.) SSMH#7 � D a CO 1+00 55 L=21' co 434.10 RIM=434 !9 43 .08 0+36 IE=428.18 426. 2 L=21' SLOPE=18.0% RIM=433-98 433.85 54 IE=42 7.99 426.37 433.90 SLOPE=13.8% ................\ SEWER NOTES: 1, SEWER PIPE SHALL BE 8" PVC SDR-35 UNLESS NOTED OTHERWISE. 2. SIDE SEWERS ARE PRIVATE AND SHALL BE 6" PVC SDR-35 @ 2.0% OR GREATER SLOPE. 3. SIDE SEWERS SHALL BE CONSTRUCTED OF THE SAME MATERIAL AS THE SEWER MAIN. 4. SHALLOW MANHOLES PER C.O.R. STD PLAN 400.2 •CO 0+86 L=34' RIM = 433.6E 4 3.45 IE=427,69 42 .81 CO SLOPE=8.6% 0+ 15 :\ L=32' CO 0+86 53 \ L=21 433.60 RIM =433r9 433.53 IE=427.60 424.93 SLOPE=VARIES 27 RIM=433.66 433.65 433.60 IE=427.69 426.64 SLOPE=10.4% D D • p p D H#8 co 52 433.60 450 450 NOTE: ROADWAY FINAL SUBGRADE SHALL BE ESTABLISHED AND COMPACTED BEFORE THE INSTALLATION OF WATER MAINS IN "5 ALL CUT OR FILL AREAS. 445 440 -- -- -------- 440 rno------- - - --__-------- rno o^ ------____ (p i (p N n c3li n pn O + N i + n + 10 LO ^ 00 �t i Li.l / W L d AeIG U) U (n U N U wAG 4W PROPOSED GRADE �7�7 0 z LLJ 430 430 425 r7Y 425 s I�/� 00' RT 42O 1.93% - - RI__ - - " _ " - 415 IF= 415 RESIDENTIAL ACCESS - DESIGN SPEED = - 410 410 --EXISTING GRAnF' 0 CENTERLINE 405 405 LO U-) (O N to O0 00 I� M I� ^ M M �\ Otfl Otfl o �r7 o�p Ntfl �O 00 �Lq �(fl rnto �� N N� Cop Np � c0 cV � 00 Qi O 00 ni 0') ni 0) W) 0) 0-)W) 0-)Wi rj 0-)n �,� O M 0) "1 0) n 0) PO00 M NN 1N M N-)M M MM MM M �M rnpr, to to M �M �M 1M 16+00 17+00 18+00 19+00 SURVEYED: SCALE: 7 VERTICAL: NAVD 1988 BCE HORIL: 1 "=20' HORIZONTAL: NAD 1983/1991 CITY OF BJT DESIGNED: VER: 1 "=5' " RENTON EN TON 2 REVISED PER CITY COMMENT BK 11/20/18 BJT RAG ONE INCH DATUM 1 ASBUILT BK 11/2/18 BJT CHECKED: AT FULL SCALE Planning/Building/Public Works Dept. RAG IF NOT ONE INCH NO. REVISION BY DATE APPR APPROVEBJT D: SCALE ACCORDINGLY NOTE: 1. MINIMUM OF 10 FT SEPARATION BETWEEN SEWER MAIN AND WATER MAIN. MINIMUM OF 7 FT BETWEEN SEWER MAIN AND STORM LINE. 2. MINIMUM OF 12 IN VERTICAL SEPARATION BETWEEN SEWER LINE AND OTHER UTILITIES. IF THIS IS NOT POSSIBLE ETHO FOAM PADDING WILL BE PROVIDED. SITE PLAN KEY MAP NTS UTILITY CROSSINGS: AIE 12" SD=428.18 T/P 8" W=427.18 AIE 12" SD=427.70 T/P 8" SS=422.00 AIE 12" SD=429.99 T/P 8" W=428.99 AIE 12" SD=429.62 T/P 8" SS=424.05 AIE 12" SD=429.57 T/P 8" W=428.57 AIE 12" SD=429.03 T/P 8" SS=424.54 6"-SANITARY SEWER STUB DESIGN TABLE LOT # IE @ MAIN PIPE#1 VERTICAL LENGTH IE @ BEND PIPE#2 LENGTH & SLOPE IE @ LOT 53 423.74 3.44' 427.18 21 LF @ 2.00% 427.6E SEE SANITARY SEWER STUB CROSSING DETAIL ON SHEET 61. SEE VERTICAL RISER CONNECTION, COR STD. PLAN 409, SEE SHEET 60. y �• TA�k W co Z WATER MAIN FITTING DATA TABLE ,Q z O STA. 16+20.12, 7.00' LT, 16.50 LT INSTALL: o �F42 R ,� ass/4 1-FIRE HYDRANT ASSEMBLY PER STD. PLAN. NO. 310.1 LT 1 - 8"X6" TEE (MJXFL) 11/2.0/2.01 1 - 6" GATE VALVE (FLXMJ) (n N J a J w w < Q z CONSTRUCTION RECORD DRAWING a' N z N 0 o THIS CONSTRUCTION RECORD DRAWING IS A mILO 00 of w ui COPY OF THE APPROVED CONSTRUCTION N Q ui Z DRAWINGS PREPARED BY BARGHAUSEN 3: Ln LnZ z CONSULTING ENGINEERS, INC AND HAS BEEN Ln N N z - W w EDITED TO REFLECT ASBUILT CONDITIONS. THE L j L j INFORMATION PROVIDED ON THESE RECORD N 00 Z CV (V J � DRAWINGS IS A COMBINATION OF FIELD Y rJ N SURVEYED INFORMATION AND DOCUMENTED FIELD REVISIONS. N ° 0,v CITY OF RENTON . sd� `Gj� J E>EPARTMENT OF PUBLIC WORKS 2 Q � APPROVED BY DATE Lu W APPROVED BY DATE v APPROVED BY DATE APPROVED BY DATE SEWER AND WATER PLAN AND PROFILE DATE: 1 /20/2018 ASBUILT - ALLURA AT TIFFANY PARK FIELDBOOK: MAINVUE WA LLC PAGE: DRAWING NO: 1110112TH AVE NE, SUITE 202 LL! BELLEWE, WA 98004SHEET:qg 0.U sg S - 3 9 2 3 0 5 IW -131912131015 co N m co 0 W rr Q w n z z u Q U WLL 0 O a Q LL J I I I I a� X z 0 c� z Y J Q m a -) n Ln 0 0 1-1 0 CV ai E a� 0 0 0 I U) I Ln 0 i 0 Ln L 0n Q0 1-1 V) 0 0 0 t0 w � Q r Lu �; L.i w! o c=nr mow! � r WE co ■ 21- U �1. QI 0 445 ME 435 0 425 420 415 CD 00 27 I 433.60 I I I I I I BEARING PAD ELEVATION (TYP) 29 co 435.50 1 + 15 L=32' 435. 7 RIM = 43530 sr� 427 681E=429.56 SLOPE=8.2% I I ° D \ D. G .. D 4 .b D D••• b .1D D D D D Dklo .f - \ 0 \: 0 \ 7 19" STORM IN w 0 0 10 20 40 2.8 co 434.30 0+65 L=32' 434 7: RIM=434:303�* IE=428.� 27,08 SLOPE=7.4% ASBUILT SEWER AND WATER PLAN AND PROFILE - SE 18TH ST FOR ALL UPt44 AT TIFFANY PARK PTN OF THE W1/2 & SE1/4 OF THE SE1/4 AND PTN OF THE NE1/4, OF THE SW1/4 OF SEC. 21, TWP. 23 N., RGE 5 EAST, W. M. CITY OF RENTON KING COUNTY STATE OF WASHINGTON SEE SHEET 48 NONE IMMEN�ommom 30 MENFOR MEN 000NTINUATION co 34 co 436.90 1 +65 438. i'.0 2+ 15 439:00 2+67 33 CO 440.30 L=32' ��6 L=32' L=32' D� :.D W 439.80 3+30 i L+30..• 436. 8 RI RI RIM=4380 438.00 L=32 i\ 438. 4 RIM=439-60 �4.4. 19 RIM=4�40.30 427 75 IE=430130 I E=433-}0 2.71 439 69 RI M=439:-88 i SLOPE=9.5% SLOPE=10.3 430. 61E='A Z o U 432 661E=43;3:$8 I 43 .971E=434-3� SLOPE=10.4% , sag SLOPE=10.7%� I SLOPE=8.9% ,3� \ D' b 0 D D D D \ \ D 268' LF 8" DI4 SE 18TH ST N 394 39jr LF 8" PVC CD D 7Z7 D . D' D.D // 'D °. D .A•D DD D •• D. D D i D 0 '° .D D D � '.p D D ''/° p c V I CO 52 0+33 433.60 L=23' 433.90 RIM=4:33.61 I IE = 427.60 424.95 SLOPE=VARIES A lA D D b ° D • D V CO CO ........... �CO -co50 51 0+81 L=23 434,76i 1 +31 L=23' 436.06 1 +81 49 L=23' 437.361 2.+3.1................. 48 L-23' 434.70 RIM=434.79 436.10 RIM=436.19 437.40 RIM=437.48 1 438.40 RIM=438.49 438.3 IE=428.78 428.52 IE=436-46r 428.96 I E = 43a-48 428.95 IE=432-49 430.77 SLOPE=VARIES SLOPE=VARIES SLOPE=14.0% SLOPE=VARIES SEWER NOTES: 1. SEWER PIPE SHALL BE 8" PVC SDR-35 UNLESS NOTED OTHERWISE. 2. SIDE SEWERS ARE PRIVATE AND SHALL BE 6" PVC SDR-35 @ 2.0% OR GREATER SLOPE. 3. SIDE SEWERS SHALL BE CONSTRUCTED OF THE SAME MATERIAL AS THE SEWER MAIN. 4. SHALLOW MANHOLES PER C.O.R. STD PLAN 400.2 NOTE: 1. MINIMUM OF 10 FT SEPARATION BETWEEN SEWER MAIN AND WATER MAIN. MINIMUM OF 7 FT BETWEEN SEWER MAIN AND STORM LINE. 2. MINIMUM OF 12 IN VERTICAL SEPARATION BETWEEN SEWER LINE AND OTHER UTILITIES. IF THIS IS NOT POSSIBLE ETHO FOAM PADDING WILL BE PROVIDED. SITE PLAN KEY MAP a WETLAND D h TRACT G m •� ....... ■ 1 \ ■ i 4� -------� -------------------- ---------------- .� ---a----------- -------- a I W ' \ ■ _eii ■ cj) 3 299' LF 8" DI ! w ' W W ��-' (,4SE 18TH ST _� � Iq o - - 273 LF 8" PVC o ! N 1Z .. `Q 12" STORM r nr� 7 12" STORM ■ a D. D ■ D a o 8 . D. ' D C• p p° a ' Ac a po 0� I a D - - ■ . D a D D .' D D D•'.. � OD d ` D. .' D D .D "D D D 'D .D .D.' D � D " SEE SHEET 37 FOR INTERSECTION �. WATER MAIN FITTING GRADING DETAI Q bo ........................... .. ... ° o0 • D . � � qti•. CO 0 D 1 +33 o Q ; / c0 CO L=24' 47 CO 0 i L=24' 42 31 0+84' 41 RIM=441.66 441.65 439.40 2+81 1 L=23' I. p y�( � I ( 440.80 RIM=449-864 .66 441.30 RIM=44-1.36 441:24 441.60 IE=435r6�436.20 RIM=439,40 439.34 m ■ � ■ �' �' �' �' �' �' �' �" IE=434.80435.43 IE=43r38436.26 SLOPE=VARIES IE=433.40 431.91 SEE SHEET 57 SLOPE=12.6% SLOPE=VARIES BEARING PAD SLOPE=VARIES TO CONTINUATION ELEVATION (TYP.) D p D D NOTE: HIGH PT STA HIGH P - 2222_+0OgOO__ ■ V _ ROADWAY FINAL SUBGRADE SHALL BE ESTABLISHED AND COMPACTED BEFORE THE INSTALLATION OF WATER MAINS IN ALL CUT OR FILL AREAS. PVI ELEV - K = ■ LOW PT 0i M� + N M a u H J (n LJ 19 PVI STAlq+000(y- CD- ■ PVI __ -=50.00 - ■ ,---EXISTING GRADE - --� -------- -z 0 CENTER'-- -- - - -------- - - 5 6 - - - --wATER 01■ - - ■ s 10 TYPE " _ IN HLSIULNRkL ACCESS 25 MPH DE ■ EXISTING GRADE ■ ■ 0 CENTERLINE n N c0 '6 00 M Ln M 00 M I'o M 00 c0 Kj � to I'o M tV N 4 C6 to I'� n 4 4 M rn Z N6 �y rn Z Ln 00 N LO ro to I'o 0) M t0 "t W) N-) to 00 to Ln N-) Ln rh Ln I� 'D W)I'o ^ ^ M ^ 00 ,� I'o L!) IM 00 00 10 I'o to c0 00 c0 rn I'o to 1� Ln 00 � rn I'o Ln p co 0) Ln to ro ^ N c0 M rr0 11 r� Ln 0) 00 to rr0 P� to 0; 00 to I"T 00 00 M 0; 00 to 00 p N p 00 I.'7 o0 N Ln O 00 rn 10-� 00 M p 00 � rn 00 tD IM p 00 - I'o 00 0p p 00 I'o � 00 p 00 00 I'o 00 00 r� Cn rl) 00 N Cn I'o l ralcoJ, 6"-SANITARY SEWER STUB DESIGN TABLE LOT # IE Q MAIN PIPE# 1 VERTICAL LENGTH IE Q BEND PIPE#2 LENGTH & SLOPE IE Q LOT 41 432.78 2.35' 435.13 24 LF @ 2.00% 435.60 42 432.03 2.80' 434.83 24 LF Q 2.00% 435.30 47 429.54 3.39' 432.93 23 LF @ 2.00% 433.40 48 428.56 3.38' 431.94 23 LF @ 2.00% 432.40 50 426.59 3.05' 429.64 23 LF @ 2.00% 430.10 51 425.40 2.84' 428.24 23 LF @ 2.00% 428.70 52 424.63 2.51' 427.14 23 LF @ 2.00% 427.60 SEE SANITARY SEWER STUB CROSSING DETAIL ON SHEET 61. SEE VERTICAL RISER CONNECTION, COR STD. PLAN 409, SEE SHEET 60. VERTICAL DATUM CITY OF RENTON, NAVD 88 BENCHMARK FOUND MONUMENT IN CASE LEAD PLUG & TACK IN 4"X4" CONIC INTX MONROE AVE SE & SE 16TH PL C.O.R BENCHMARK 1857 EL=413.38 (JUNE 2013) FOUND MONUMENT IN CASE BRASS PIN IN CONIC INTX SE 158TH ST & 124TH AV SE C.O.R BENCHMARK 1908 EL=38724' (JUNE 2014) 14l y.#] P*zlcll UTILITY CROSSINGS: " "0 IE 12" SSS T/P 8" W=433.32 T/P 8" SS 431.11 T/P 12" SD=429.60 T/P 8" 431, 9 SD 44 Q o429.50 .64 IE 12" SD=436.64 © ® IE 12" T/12" 9562 T/P 18" SD T/P 8" W=435.64 T/P 12" SD 429,35 2 REVISED PER CITY COMMENT 1 ASBUILT NO. REVISION SURVEYED: BCE DESIGNED: BJT BK 11/20/18 BJT DRAWN RAG BK 11/2/18 BJT CHECKED: RAG BY DATE APPR APPROVED: BJT SCALE: HORIZ: 1 "=20' VER: 1 "=5' ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY STA. 19+04.55, 7.00' LT & 16.50' INSTALL: 1-FIRE HYDRANT ASSEMBLY 1-8"x6" TEE (MFxFL) 1-8" GATE VALVE (FLxMJ) 1-6" GATE VALVE (FLxMJ) PER STD. PLAN. NO. 310.1 22 STA. 21 +73.02, 7.00' LT 450 INSTALL: 1-8" DI TEE (FL) 3-8" GATE VALVE (FLxMJ) CONCRETE BLOCKING �3 STA. 22+32.30, 7.00' LT 445 INSTALL: 1-8" DI TEE (FL) 3-8" GATE VALVE (FLxMJ) CONCRETE BLOCKING �y J• T A / � c o Z wAA z 4 423 p 'ONALT��NG��, 11/zo/zos 425 (n ui 2 c, U z> zD-- O Z UJ cn (n LV 420 J J G_ < W x z z < ,z W N J Z Q rr) N N O N 00 U Z 415 00 N I-- > z ILO 00 Ez I I ui L� N ui Q Z N N Z - N z N N J 00 LLj 23+00 24+00 CONSTRUCTION RECORD CITY OF RENTON J DRAWING DEPARTMENT OF PUBLIC WORKS 2 Q � THIS CONSTRUCTION RECORD DRAWING IS A COPY OF THE APPROVED BY DATE '= W APPROVED CONSTRUCTION DRAWINGS PREPARED BY BARGHAUSEN CONSULTING ENGINEERS, INC AND HAS BEEN APPROVED BY DATE EDITED TO REFLECT ASBUILT CONDITIONS. THE INFORMATION PROVIDED THESE RECORD A b, ON DRAWINGS IS COMBINATION APPROVED BY DATE a N5J OF FIELD SURVEYED INFORMATION AND DOCUMENTED FIELD 0 co REVISIONS. APPROVED BY DATE VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 CITY OF SEWER AND WATER PLAN AND PROFILE DATE: 11 /20/2018 FPIAGLDBOOK: _ RENTON ASBUILT - ALLURA MAINVUE AT TIFFANY WA LLC PARK DRAWING NO DATUM ' W Plonning/Building/Public Works Dept. 1110112TH AVE NE, SUITE 202 U BELLEVUE, WA 98004 SHEET: 0E:68 S - 3 9 2 3 0 6 lwl-131912 131016 1 N co O 0 W i rr Q w n` T Q Z z u W LL 0 LL w Q Q rr J Z 0 0 Z Y J Q m a U n 0 0 0 (V \ 0 N \ ai E a� 0 V) 0 I v U) I Ln 0 0 Ln Ln 0 Q0 1-1 V3 0 0 CD c0 Z EL w 4; J \\\\� \\\\\\\\\\\\\\ VERTICAL DATUM CITY OF RENTON, NAVD 88 BENCHMARK FOUND MONUMENT IN CASE LEAD PLUG & TACK IN 4"X4" CONC INTX MONROE AVE SE & SE 16TH PL C.O.R BENCHMARK 1857 EL=413.38 (JUNE 2013) FOUND MONUMENT IN CASE BRASS PIN IN CONIC INTX SE 158TH ST & 124TH AV SE C.O.R BENCHMARK 1908 EL=387.24' (JUNE 2014) ASBUILT SEWER AND WATER PLAN AND PROFILE - SE 18TH ST AND TRACT P FOR ALLURA AT TIFFANY PARK PTN OF THE W1/2 & SE1/4 OF THE SE1/4 AND PTN OF THE NE1/4, OF THE SW1/4 OF SEC. 21, CO TWP. 23 N., RGE 5 EAST, W. M. CITY OF RENTON KING COUNTY STATE OF WASHINGTON 1+99 L=32' CO I RIM=442,5E442.31 2+49 BEARING PAD IE=436.56435.40 L=31 CO .. 5LOPE=5.7% 35 RIM=44z�64 .77442 8 ELEVATlON.,(TYP) 0+74 ........'.F ,.••rE=436.80 4:3 .77 �� '... 38 L=21' i 442.50 'SLOPE=5.2% AIR -VAC ASSY 37 443.00 RIM=443-Q@ 445. 7 LOCATED IN 443.00 39 PLANTER I E = 43Q9 437.1 CO SLOPE=7.3% 444.00 CO 0+39 0+00 L =17' L =13' 9- 445.62 RIM = 443-Q8 EI M 38 �436.135 ■D p ° D ° D D 0 1 5.181E=43�98• / \ ° D. o. SLOPE 9.8% SSMH" ` SLOPE=10.7% .DD ............... w � / DI 299' LF 8" / ' D W � / SE 18TH S/T _----- _-_ N w * 273 LF 8" PVC _ - SSMH#10 a Z 2 2 \ -- .41 Q. r � D D ys�O 441.60 \J,B D " D., CO o D ° �44Q 2+12 p L=71'............ . i RIM=441-36 441.24 IE=435.35 435.89 SLOPE=2.0% 40 - 441.30 4`R! ►17 Eli 425 420 D� DD• D � - - - ° TRACT I TRACT P / SEE SHEET 59 .i . FOR PROFILE. ............. \ A: D / / SEE SHEET 40 FOR CUL-DE-SAC GRADING DETAIL. / NOTE: ROADWAY FINAL SUBGRADE SHALL BE ESTABLISHED AND COMPACTED BEFORE THE INSTALLATION OF WATER MAINS IN ON NO NO E ��iiili I - � 4--am mom I r. PROPOSED •.: . ��■�„' �1■1�� - �-i��C•Z■JlZiQ�G1�l�■� �� ■ I■■ SOON .11111110q_ _--�� .1 PAN In ill�� SOON JI■- ON ir ��]�II•]•�!t-4li--7 --IN25 ITIPH DESIGN SPEED -:• i� EXISTING G• 1 I��sR�u�wi� • t - ��rai 1i1.1Kitc : Fk�L1I'l7 2 1 NO. REVISED PER CITY COMMENT ASBUILT REVISION 455 450 450 445 445 440 440 4W 4W 4W 4W 425 420 • sm. SEWER NOTES: 1. SEWER PIPE SHALL BE 8" PVC SDR-35 UNLESS NOTED OTHERWISE. 2. SIDE SEWERS ARE PRIVATE AND SHALL BE 6" PVC SDR-35 Q 2.0% OR GREATER SLOPE. 3. SIDE SEWERS SHALL BE CONSTRUCTED OF THE SAME MATERIAL AS THE SEWER MAIN. 4. SHALLOW MANHOLES PER C.O.R. STD PLAN 400.2 UTILITY CROSSINGS QIE 12" SD=438.27 T/P 8" W=437.27 QIE 12" SD=437.82 T/P 8" SS=434.40 SITE PLAN KEY MAP � I NOTE: 1. MINIMUM OF 10 FT SEPARATION BETWEEN SEWER MAIN AND WATER MAIN. MINIMUM OF 7 FT BETWEEN SEWER MAIN AND STORM LINE. 2. MINIMUM OF 12 IN VERTICAL SEPARATION BETWEEN SEWER LINE AND OTHER UTILITIES. IF THIS IS NOT POSSIBLE ETHO FOAM PADDING WILL BE PROVIDED. O STA. 25+29.12, 7.00' LT INSTALL: 1-8" PLUG (MJ) 1-1" AIR -VAC ASSY 1-FIRE HYDRANT ASSEMBLY 1-8"x6" TEE (MFxFL) 1-6" GATE VALVE (FLxMJ) PER STD. PLAN. NO. 310.1 NOTE: ROADWAY FINAL SUBGRADE SHALL BE ESTABLISHED AND COMPACTED BEFORE THE INSTALLATION OF WATER MAINS IN ALL CUT OR FILL AREAS. N � M 0 co z J of N 3 PROPOSED GRADE LnC14 @ CE14TERLINE N 1.257. Q II H J cn w - - - - - EXISTING GRAD _ 12" STORM 0 CENTERLINE 0.94% 1.35% 4 F P P TO SSMH #9 QQLAF 0 TYPE 1-48' MH#11 TYPE 1-4W= SSSTA. SHEET 50 STA. 25+43.73, 4.00', RT EXISTING GRADE = 26+33.76, 21.24', LT RIM =-44z 43- 442.34 C� CENTERLINE RIM =443.95 443.74 IE = 4=34-9.& (8" SE) 434.29 PROPOSED GRADE IE = QF3.94 (6" SE) 435.26 IE = 434.89 (8" NW) 434.17 Q CENTERLINE IE = 435-84 (8" NW) 435.17 C6 rl in CDLq 000 Cn M 7 00 I\ N I\ ,�� N p^p \ p 00 0-) � nj CD N O wy O M CD M CD M 0') SURVEYED: BCE DESIGNED: BJT BK 11/20/18 BJT DRAWN RAG BK 11/2/18 BJT CHECKED: RAG BY DATE APPR APPROVED: BJT SCALE: HORIZ: 1 "=20' VER: 1 "=5' ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY TRACT P JOINT ACCESS HORIZ. 1 "=20' - VERT. 1 "=5' VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM 011116 CITY OF mu RENTON Plonning/Building/Public Works Dept. CONSTRUCTION RECORD 455 DRAWING THIS CONSTRUCTION RECORD DRAWING IS A COPY OF THE APPROVED CONSTRUCTION DRAWINGS PREPARED BY BARGHAUSEN CONSULTING ENGINEERS, INC AND HAS BEEN EDITED TO REFLECT ASBUILT CONDITIONS. THE INFORMATION PROVIDED ON THESE RECORD DRAWINGS IS A COMBINATION �� OF FIELD SURVEYED INFORMATION AND DOCUMENTED FIELD REVISIONS. �y J, TA�k E W 445 o Z -• Z ,p L14T2�3440 �NAL�NG�� 11/zo/zos N 2 0 U z> 4W o a N N J J W G_ < X z < z w W N J Z Q r-10 N N O N 00 U of 430 00 N r-, z j Z CO 00 w w I I w Q z 3: Ln Ln 0 Z Ln N N z - / -1 /- 1 W } Ln Ln Lj.I N Z N N = Y U (N CITY OF RENTON E�)EPAFiTMENT OF PUBLIC WORKS J V� Q L1 Lu APPROVED BY DATE LU APPROVED BY DATE v APPROVED BY DATE bA ° CONSJ APPROVED BY DATE SEWER AND WATER PLAN AND PROFILE D 11 /20/2018 ASBUILT - ALLURA AT TIFFANY PARK FIELDBOOK: PAGE: MAINVUE WA, LLC DRAWING N0: 1110112TH AVE NE, SUITE 202 BELLEVUE, WA 98004 SHEET: ^J OF: 6f S - 3 9 2 3 0 7 IWI-131912131017 N co i 0 W v rr Q w n z z u Q cd L.L w 0 0 LL w Q Q rr J Q z 0 0 z Y J Q m a U (n n 0 0 (V 0 CV a� E a� 0 0 0 I U) I Ln O c0 0 Ln Ln 0 Q0 1-1 V3 0 0 O z EL w 4; N u r 0 10 20 40 vmmm VERTICAL DATUM CITY OF RENTON, NAVD 88 BENCHMARK FOUND MONUMENT IN CASE LEAD PLUG & TACK IN 4"X4" CONC INTX MONROE AVE SE & SE 16TH PL C.O.R BENCHMARK 1857 EL=413.38 (JUNE 2013) FOUND MONUMENT IN CASE BRASS PIN IN CONIC INTX SE 158TH ST & 124TH AV SE C.O.R BENCHMARK 1908 EL=387.24' (JUNE 2014) ASBUILT SEWER AND WATER PLAN AND PROFILE - 124TH PL SE FOR ALL UlM AT TIFFANY PARK PTN OF THE W1/2 & SE1/4 OF THE SE1/4 AND PTN OF THE NE1/4, OF THE SW1/4 OF SEC. 21, TWP. 23 N., RGE 5 EAST, W. M. CITY OF RENTON KING COUNTY STATE OF WASHINGTON CO BEARING PAD 0+43 ELEVATION (TYP.) CO CO L=46' 18 0+00' 32 19 1 ++52 i RIM=436.28 436. IE=43e 6 428. 6 33.70 RIM=433.70 :3.71 431..00 L=32'. 430.68 RIM=430.8@... i 1 SLOPE=19.8% 17 i i IE=42 0 4 SLOPE=9.9% 6 I 423.381E=424.80 SLOPE =18.3 r i a i ■ 1 AIR -VAC ASSY LOCATED.IN 436.20 i ■ PLANTER , oar �434 SHEET 40 FOR ruSEE CUL-DE-SAC... a... a �■ w GRADING DETAIL. .. CO 0+00' L=36' RIM=456.48 437.17 IE=430.46428.97 6 SLOPE=9.5% 43 16 436.40 TRACT 0 SEE SHEET 58 FOR CONTINUATION. TRACT C ---" SEE SHEET 40 FOR CUL-DE-SAC GRADING DETAIL. i TRACT N - SEE SHEET 58 FOR CONTINUATION. \ Imo cl)+ 1 32 LF 8" DI \ 20.9 LF 8" DI � � t 'w� .... � 3 124TH PL�SE:::::: _v m w "' MHIk � 200 LF 8" C-900 �1 CO Ni I w 12'. STORM `*i ■ ZF- 000 00 IJ M 1 ° ° \ ■L i 88MH#22- ca 4 ■ 1 / 1 +59 1 L=24' a Rfm=436-7e 4 21 8 1 CO V,I E =.424. 76 422 47 428.301 + 14 SLOPE=14.6% : i L=24' RIM=428.50 428.25 9 j IE=422.38421.00 / 430.70 SLOPE=17.2% / i BEARING PAD ELEVATION (TYP.) 445 i --7t "0 NOTE: ROADWAY FINAL SUBGRADE SHALL BE ESTABLISHED AND COMPACTED BEFORE THE INSTALLATION OF WATER MAINS IN ALL CUT OR FILL AREAS. LO _- �\EXISTING GRADE W 4S5 4W PROPOSED GRADE 430 6 425 60 25 TYPE - , , RTI PIM _ " 42007 20 " o , - . 415 " 415 42J61 win IF 410 J 410 405 5 O� cj cl LP I' Ln N Ln CV I"7 rn � p O� nj O ,,e) r O OR'R p 00 ,,r) N U1 0) 0) N N O 00 CD N 27+00 2 1 NO. 28+00 REVISED PER CITY COMMENT ASBUILT REVISION BK BK BY 1/20/18 11/2/18 DATE 29+00 SURVEYED: SCALE: BCE HORIZ: 1 "=20' DESIGNED: VER: 1 "=5' BJT BJT DRAWN: RAG ONE INCH BJT CHECKED: AT FULL SCALE RAG IF NOT ONE INCH APPR APPROVED: SCALE ACCORDINGLY BJT VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM UTILITY CROSSINGS QIE 12" SD=429.58 T/P 8" SS=425.13 QIE 12" SD=429.48 T/P 8" SS=425.03 QIE 12" SD=426.90 T/P 8" W=425.80 O1 STA. 27+52.37, 7.00' LT INSTALL: 1-8" PLUG (MJ) 1-1" AIR -VAC ASSY CONCRETE BLOCKING STA. 27+84.47, 7.00' LT & 16.50LT INSTALL: 1-FIRE HYDRANT ASSEMBLY 1-8"x6" TEE (MFxFL) 1-6" GATE VALVE (FLxMJ) PER STD. PLAN. NO. 310.1 CONCRETE BLOCKING 011116 CITY OF mu RENTON Plonning/Building/Public Works Dept. SITE PLAN KEY MAP a NOTE: 1. MINIMUM OF 10 FT SEPARATION BETWEEN SEWER MAIN AND WATER MAIN. MINIMUM OF 7 FT BETWEEN SEWER MAIN AND STORM LINE. 2. MINIMUM OF 12 IN VERTICAL SEPARATION BETWEEN SEWER LINE AND OTHER UTILITIES. IF THIS IS NOT POSSIBLE ETHO FOAM PADDING WILL BE PROVIDED. SEWER NOTES: 1. SEWER PIPE SHALL BE 8" PVC SDR-35 UNLESS NOTED OTHERWISE. 2. SIDE SEWERS ARE PRIVATE AND SHALL BE 6" PVC SDR-35 CAD 2.0% OR GREATER SLOPE. 3. SIDE SEWERS SHALL BE CONSTRUCTED OF THE SAME MATERIAL AS THE SEWER MAIN. 4. SHALLOW MANHOLES PER C.O.R. STD PLAN 400.2 CONSTRUCTION RECORD DRAWING THIS CONSTRUCTION RECORD DRAWING IS A COPY OF THE APPROVED CONSTRUCTION DRAWINGS PREPARED BY BARGHAUSEN CONSULTING ENGINEERS, INC AND HAS BEEN EDITED TO REFLECT ASBUILT CONDITIONS. THE INFORMATIO1 PROVIDED ON THESE RECORD DRAWINGS IS A COMBINATION OF FIELD SURVEYED INFORMATION AND DOCUMENTED FIELD REVISIONS. CITY OF RENTON DEPARTMENT OF PUBLIC WORKS F6'l STFR� ss%NA L 11-/2.0/2.01 2 (N 0 U z5; O N Q cn J J a < w z x z W N < ,z J z Qrr) O N N N 00 U � Z C:j 00 N CO r- 00 j of Z r- Q I I w w w Ln Liz Z (' Z Ln ~ N Ln N Ln z - w N 00 Z Li N "t N 't J Y U N J Q L1 Lu APPROVED BY DATE W APPROVED BY DATE v APPROVED BY DATE bA ° CONSJ APPROVED BY DATE v SEWER AND WATER PLAN AND PROFILE D 11 /20/2018 ASBUILT - ALLURA AT TIFFANY PARK FIELDBOOK: PAGE: MAINVUE WA, LLC DRAWING N0: 1110112TH AVE NE, SUITE 202 BELLEVUE, WA 98004 SHEET: 52 OF:6F mmmmmmmm co co I I 0 Lu rr Q W n z z u Q W LL 0 0 LL a rr J Q I I I I X z 0 CD z Y J Q m 4; 0 u N m rn 0 Go 0 N \ 0 N E 1-1 0 a 0 I 10 1n I Ln Ln O U) 0 Ln Ln O LO 1-1 V) 0 0 O c0 Q EL Lu �; i� 435 430 425 420 415 410 405 n 20 -42B 31- - L=24' RIM=425.66-425.63 IE=419.66-414.63 SLOPE=34.8% ASBUILT SEWER AND WATER PLAN AND PROFILE - 124TH PL SE AND ROAD A SEE SHEET 49 FOR CONTINUATION SEES SHEET 47 FOR CONTINUATION FOR ALL UP%44 AT TIFFANY PARK PTN OF THE W1/2 & SE1/4 OF THE SE1/4 AND PTN OF THE NE1/4, OF THE SW1/4 OF SEC. 21, TWP. 23 N., RGE 5 EAST, W. M. CITY OF RENTON KING COUNTY STATE OF WASHINGTON I D 1t% v v�1lTu ■WO �=co 233 LF 8" DIW_I�O 6 1WCv) ■ a) .., �WH izU) 1= U0 1 L 1� -- F88 422.30 LOW PT STA = 29+60.52 LOW PT ELEV = 424.74 PVI STA = 29+48.03 PVI ELEV = 424.36 NOTE: ROADWAY FINAL SUBGRADE SHALL BE ESTABLISHED AND COMPACTED BEFORE THE INSTALLATION OF WATER MAINS IN ALL CUT OR FILL AREAS. 50, VC - - / o� --_ ro of CD--- 000 �� o;t 0-)o W m PROPOSED GRADE m 0 CENTERLINE C14 > L J W w \ \ 2.00% LL \ o� n 04 U I I � Nw 00 2.00% XI I v 0 CENTERLINE m / I _ 8 WATER 1 8" WATER 1 1 N.172019. E. 130903 6 45 1 1 1 1 ■ F 6 3O9 5 SEE SHEET 61 FOR MANHOLE INSIDE DROP CONNECTION. LO W W cm Lc) _ 30" STORM 6 Lu .111 233 F W 12 ■ / � �.! EXISTING GRADE 0.51X W z SSMH#4 TYPE 1-60' J STA. = 30+04.01, 4.00', RT RIM = 425.88r 425.34 U IE _ ++i�3G 8" E 417.05 ■ Q 1 _ 0 CENTERLINE PROPOSED GRADE 0 CENTERLINE IE = 394.92- (8" S) 394.83 Q IE = 411.43 (8" N) 411.01 IE = 394.82 (8" W) 394.75 N n N � O N r� O to N N r) O Ili N r� n N r? Cn N O Ili N � Ln N Ln 0 N N O r? t0 Il') N N N Lr Oj N 29+00 30+00 124TH PL SE RESIDENTIAL ACCESS HORIZ. 1 "=20' - VERT. 1 "=5' 25 MPH DESIGN SPEED 425 420 415 410 405 C� w 30+60 SITE PLAN KEY MAP NTS UTILITY CROSSINGS: QIE 12" SD=421.28 T/P 8" W=420.28 QIE 8" W=420.76 T/P 8" SS=397.89 QIE 8" W=421.25 T/P 8" SS=397.89 QIE 8" W=420.36 T/P 18" SD=401.57 QIE 18" SD=398.80 T/P 8" SS=395.90 2 REVISED PER CITY COMMENT 1 ASBUILT NO. REVISION 0 425 420 415 !�7 ' 1lI TA �cT•Ti SEE SHEET 54 FOR CONTINUATION o. a %ym �0 :yam 000, . /� �y ,20 �O D D -` ' I NNW ��j�1l. 11►RS :C � a■= I , T7 i_cl,�-- 1 �m �J itiv)1jfr?-? t - ■ �1■1IN I M1`--�,.,� ■I�.■I�r.�■1 �I�I��- ■I�I�dll� 1 �I�I�!"'� ■1�11'ai 1M �■�■■ M MR., wimirA!m;ad I 11 1M N 1M1M ��■■� I/f.�i1i�- ■- m�MMMFN 1M mammom tVi/- ■- _ ■-_ �» _�mm_m■mm ME _-i►1I 1M �mmMmoor, rs + „_ ■� NMI ��j �:rt•,,lL:'i�ilbLM loll r : ly F'lillr�•I• - ■I�Z:S ► � :1 ICI 1 ��rsi3V�7 ' • ■ . r■1 SURVEYED: BCE DESIGNED: BJT BK 11/20/18 BJT DRAWN RAG BK 11/2/18 BJT CHECKED: RAG BY DATE APPR APPROVED: BJT 20+00 21+00 ROAD A RESIDENTIAL ACCESS HORIZ. 1 "=20' - VERT. 1 "=5' 25 MPH DESIGN SPEED SCALE: 7 VERTICAL: NAVD 1988 HORI': 1, '=20' HORIZONTAL: NAD 1983/1991 CITY 0 F VER: 1 "=5' RENTON ONE INCH DATUM AT FULL SCALE Plonning/Building/Public Works Dept. IF NOT ONE INCH SCALE ACCORDINGLY SITE PLAN KEY MAP a UTILITY CROSSINGS QIE 8" W=419.51 T/P 8" SS=407.44 ®IE 8" W=419.24 T/P 18" SD=404.20 QIE 18" SD=400.43 T/P 8" SS=397.14 ® IE 12" SD=419.52 T/P 8" W=418.52 ©IE 12" SD=419.02 T/P 8" SS=411.18 WATER MAIN FITTING DATA TABLE STA. 32+26.07, 7.00' LT INSTALL: 1-8" DI TEE (FL) 4-8" GATE VALVE (FLxMJ) OSTA. 32+26.07, 7.00' LT INSTALL: 1-8" DI TEE (FL) 3-8" GATE VALVE (FLxMJ) CONCRETE BLOCKING CONSTRUCTION RECORD DRAWING THIS CONSTRUCTION RECORD DRAWING IS A COPY OF THE APPROVED CONSTRUCTION DRAWINGS PREPARED BY BARGHAUSEN CONSULTING ENGINEERS, INC AND HAS BEEN EDITED TO REFLECT ASBUILT CONDITIONS. THE INFORMATION PROVIDED ON THESE RECORD DRAWINGS IS A COMBINATION OF FIELD SURVEYED INFORMATION AND DOCUMENTED FIELD REVISIONS. SEWER NOTES: 1. SEWER PIPE SHALL BE 8" PVC SDR-35 UNLESS NOTED OTHERWISE. 2. SIDE SEWERS ARE PRIVATE AND SHALL BE 6" PVC SDR-35 0 2.0% OR GREATER SLOPE. 3. SIDE SEWERS SHALL BE CONSTRUCTED OF THE SAME MATERIAL AS THE SEWER MAIN. �y J T A� k 4. SHALLOW MANHOLES PER C.O.R. STD PLAN 400.2 POE Wi c o Z NOTE: z 1. MINIMUM OF 10 FT SEPARATION BETWEEN o 4 423 p SEWER MAIN ANDWATER OF U^7 AIND FTBETW EN SEWERMAIN STORM LINE. ONA1. 2. MINIMUM OF 12 IN VERTICAL SEPARATION 1-12.0/201 BETWEEN SEWER LINE AND OTHER UTILITIES. IF THIS IS NOT POSSIBLE ETHO FOAM PADDING WILL BE PROVIDED. _ Z j p z� UJ O QN N VERTICAL DATUM J w a J x � Z z w CITY OF RENTON, NAVD 88 < a BENCHMARK Q ro N N J o N z > FOUND MONUMENT IN CASE LEAD PLUG & TACK p 000 r- IN 4"X4" CONIC INTX MONROE AVE SE & SE Z °O w W 16TH PL C.O.R BENCHMARK 1857 EL=413.38 Z (JUNE 2013) z Ln CN CN w w FOUND MONUMENT IN CASE BRASS PIN IN cv Z N N J > w CONIC INTX SE 158TH ST & 124TH AV SE 00 C.O.R BENCHMARK 1908 EL=387.24' (JUNE 2014) CITY OF RENTON s4- `Gj� J E�)EPAFiTMEN-r OF PUBLIC WORKS 2 Q 0 APPROVED BY DATE ♦ Z i. W APPROVED BY DATE V� AF v b� APPROVED BY DATE ° CONS) APPROVED BY DATE SEWER AND WATER PLAN AND PROFILE DATE: 1 /20/2018 ASBUILT - ALLURA AT TIFFANY PARK FIELDBOOK: MAINVUE WA LLC PAGE: DRAWING NO 1110 112TH AVE NE, SURE 202 LL! lid BELLEVUE, WA 98004 SHEET:53 °� gg U S - 3 9 2 3 0 9 IWI-131912131019 I I I I x z 0 z Y J Q m 0 -) (n n 0 0 N \ O N E a� 0 0 0 I U) I Ln Ln 0 i 0 Ln Ln O Lfl 1-1 V3 O 0 CD c0 a r w i� co N ASBUILT SEWER AND WATER PLAN AND PROFILE - 124TH PL SE BEARING PAD CO CO 2+ ELEVATION (TYP) 2+ 18 �� 1� �� L+60 L=31 � FOR CO �i 74 411.50 RIM =41�5f 411.00 RIM=413-68 41J.39 IE=465.5040Z.Y5 73 i 413.60 IE=4ff�68.4 8.��84 �� SLOPE=22.3% O N L, 31' 4'1115A �i SLOPE=23.0 F� iMLU.M AT TIFFANY PARK RIM= 411._ '� IE=4�� 411.2 0 i W PTN OF THE W1/2 & SE1/4 OF THE SE1/4 AND PTN OF THE NE1/4, OF THE SW1/4 OF SEC. 21, ; �' SLOPE=29.6% TWP. 23 N., RGE 5 EAST, W. M. CITY OF RENTON KING COUNTY STATE OF WASHINGTON 0+66 1+16 ' ;-- , 3° �W L=32' L=32' SEE SHEET 56 FOR CONTINUATION _ - ■00 I = 4 4 - o 0 10 20 40 57 M 4�4 ee 2 . 9 58 RIM 4a 4 4.82 59 C1 +70 i a l l \ '- - ° ° ° ■ 424.80 IE=4+8-8E 4 .03 424.80 IE=4i-8-7541 .99 425.10 32, _� SLOPE=55.2% i . _ i i.a SLOPE=54.5% L- co I •o 25' L RIM- 4 • o IE=419.1e41�7.51 cn a /. i �� •. 436 SLOPE=.54'.5% Q y ° ......... ...... W Q v, SEWER NOTES: .' .. - •••.... D° v o v v 00 Q 1. SEWER PIPE SHALL BE 8 PVC SDR-35 UNLESS ■ ° ° ° . ° -� i 368 _ 06 o c`k� .. NOTED OTHERWISE. ° ° Q hryi LF 8 C 9 W 0!+. v 4 ° ° � '•/ ` 222' LF 8��. DI � 2. SIDE SEWERS ARE PRIVATE AND SHALL BE 6 PVC = ° a a °° a ° a 2 Q z SDR-35 @ 2.0% OR GREATER SLOPE. r 1 Q 3. SIDE SEWERS SHALL BE CONSTRUCTED OF THE Z� W32 W .• • '2 3' LF 8" DI 3s' kF 8" DI a�i �•: ' ■Q c�°.: � SAME MATERIAL AS THE SEWER MAIN. D rn' '••... 2 w , 1241H PL SE O LL 4. SHALLOW MANHOLES PER C.O.R. STD PLAN 400.2 '^ � V, o .................�. 233 LF 8" C-900...............-... Wrn 4 Q NOTE: 42& ...... _ _ -4.................................. 18',..STO M ...• ' 1. MINIMUM OF 10 FT SEPARATION BETWEEN Q% Q SEWER MAIN AND WATER MAIN. MINIMUM OF 7 O = a ° FT BETWEEN SEWER MAIN AND STORM LINE.rr ITI ■ ° ° ■ °° " , :.AZT' ...: ...:... .. ° . a 2. MINIMUM OF 12 IN VERTICAL SEPARATION ° arn a J BETWEEN SEWER LINE AND OTHER UTILITIES. ■ _ _°_ _ _ _ 1 +48 J IF THIS IS NOT POSSIBLE ETHO FOAM---------------------il ' Q PADDING WILL BE PROVIDED. L=24 87 ■ RIM = 42�@ 425.14 WATER MAIN FITTING DATA TABLE I 424 i I E = 419-+6 418.264.25.10 . �, LOPE=67.5% .►! Its; _ - a �,..!► -•ter- �• .. V • _ ° q a Q CO 1+98 i L=24' CO 6 424.90 RIM = 4z' +.% 85 i _ 0+ 15 424.90 419.821E=418:99 424.00 - L=24' SLOPE=66.1 % RIM=424.8542 .91 IE=418.68 417.15 ° LIU 1 +29 L=24 415.23 RIM=415�5 80 SLOPE=VARIES •. ° CO i c' 4r 41 .78 ' . 8 81 i 409.93 lE =4eg+0 i 412.60 CO , ` ` RIM=46� 415.10 :SLOPE=VARIES � 0+29 � - � � L=24' 42034 IE=414e 412. 91t ............. � � 82 SLOPE =VARIES � 1 NOTE: L=24' i RIM=Bi$ 417.60 . i .. SEE DETAIL SHEET 61 - 1`M= G04 .45 83 IE=4+4-f�414. 1 FOR CROSSING OF STORM 84 IE=416.-6641 9 420.10 SLOPE=VARIES WITH SEWER STUB FOR 422.60 SLOPE=VARIES LOTS 80 TO 84. OSTA. 32+26.07, 7.00 LT 440 INSTALL: 1-8" DI TEE (FL) 3-8" GATE VALVE (FLxMJ) CONCRETE BLOCKING STA. 32+84.29, 7.00' RT & 16.50' 2 INSTALL: 435 1-FIRE HYDRANT ASSEMBLY PER STD. PLAN. NO. 310.1 1-8"X6" TEE (MJxFL) 1 -6" GATE VALVE (FLxMJ) 3 STA. 35+31.79, 7.00' LT INSTALL: 430 1-8" DI TEE (FL) 1 -8" GATE VALVE (FLxMJ) CONCRETE BLOCKING </ STA. 35+06.31, 7.00' LT, 16.50 LT INSTALL: 425 1-FIRE HYDRANT ASSEMBLY PER STD. PLAN. NO. 310.1 1 - 8"X6" TEE (MJXFL) 1 - 6" GATE VALVE (FLXMJ) 4 4 4 NOTE: ROADWAY FINAL SUBGRADE SHALL BE ESTABLISHED AND COMPACTED BEFORE THE INSTALLATION OF WATER MAINS IN ALL CUT OR FILL AREAS. = _ 31+70.12 _ 424.66- PVI STA = PVl STA _ __ 88 _ 425.49 =353 3.1 77.77 __ Nil4 o cn 0 00 a)M to Lfl _ °' (fl N W) + 04 + cv + cv i w` w N U NHYDRANTN U - - cIi 0 - PROPOSED GRADE _ ``' CENTERLINE LKII 415 UY Lj CC•i•7 Ln 00 N VERTICAL DATUM CITY OF RENTON, NAVD 88 BENCHMARK FOUND MONUMENT IN CASE LEAD PLUG & TACK IN 4"X4" CONC INTX MONROE AVE SE & SE 16TH PL C.O.R BENCHMARK 1857 EL=413.38 (JUNE 2013) FOUND MONUMENT IN CASE BRASS PIN IN CONIC INTX SE 158TH ST & 124TH AV SE C.O.R BENCHMARK 1908 EL=387.24' (JUNE 2014) " 4 In e 1 1 1 ui 4 1 STORM 4 „ 1 " STORM 368 - H , = 3 ', A. _ ', 3 _ AIN 7 ek^ 188 RIM_493 07 „ • • L;-dUU V■3 ■ - - VERT 1 - PROPOSED GRADE 1� M n O N rq N N O N rq N N � O N M M On 4 00 N N N Lq � cV N 1p 7 " N N (0 n 4 Ln N N N � N N 00 N O C'I N N N p! �V fn O� N co M r- N 00 N N Ln N N .- CD Ln N a)M c0 N p CO N M pj _ 32+00 2 REVISED PER CITY COMMENT 1 ASBUILT NO. REVISION 33+00 SURVEYED: BCE DESIGNED: BJT BK 11/20/1q BJT DRAWN RAG BK 11/2/18 BJT CHECKED: RAG BY DATE APPR APPROVED: BJT 40 35 30 420 25 415 20 410 115 405 110 400 35 395 30 390 95 385 30 85 SITE PLAN KEY MAP a 6"-SANITARY SEWER STUB DESIGN TABLE LOT # IE @ MAIN PIPE# 1 VERTICAL LENGTH IE Q BEND PIPE#2 LENGTH & SLOPE IE @ LOT 80 397.93 8.20' 406.13 24 LF @ 2.00% 406.60 81 397.59 11.04' 408.63 24 LF @ 2.00% 409.10 82 397.38 13.74' 411.12 24 LF C� 2.000 411.60 83 397.11 16.51' 413.62 24 LF @ 2.00% 414.10 84 396.83 19.29' 416.12 24 LF @ 2.00% 416.60 SEE SANITARY SEWER STUB CROSSING DETAIL ON SHEET 61. SEE VERTICAL RISER CONNECTION, COR STD. PLAN 409, SEE SHEET 60. � ••.•.• i ••L'i� II�I�17 r r•r �1117� u� J ;-NMII� 1�_ I::a■11� am J 1 ■ ■11� -� - ��:iift7i� ��1■III =�! - �� 1■II 1T.711� L: 1K,1.LL�i•1GT11 �-_��1 ■ IIII■■■- 1/11 M ,.� • :Iris iii� � &-E-mmm� W mmum .ICJ■■- �'� � • i�i A:i=�°liliLL'f:ee-n«•>_ � -�■� MEN= IIIIIIIITII'I NOTE: ROADWAY 1 ESTABLISHED AND COMPACTED BEFORE! THE INSTALLATION OF WATER MAINS IN ALL CUT OR _ �1■t =lrtiiiiNMJEWky�t-ice ■,. r �iru l•7uu1�1Z1ortr . ..1:R_ �1' ME _ �WX 11■i111i1►7�isr7 r SENIOR Illlllill�l " : L II olI -4 r ii ■1 420 415 410 UTILITY CROSSINGS AIE 12" SD=420.75 T/P 8" W=419.75 AIE 12" SD=420.30 T/P 8" SS=396.70 AIE 12" SD=421.16 T/P 8" W=420.16 AIE 12" SD=420.71 T/P 8" SS=396.70 AIE 8" W=419.51 T/P 8" SS=399.27 AIE 8" W=419.24 T/P 18 SD=404.19 AIE 18" SD=400.43 T/P 8" SS=397.14 ®IE 12" SD=415.41 T/P 8" W=414.41 AIE 12" SD=414.96 T/P 8" SS=397.90 AIE 12" SD=407.91 T/P 8" W=406.91 ©IE 12" SD=407.46 T/P 8" SS=398.73 AIE 8" W=406.03 T/P 8" SS=400.73 ©IE 8" W=405.80 T/P 12" SD=401.20 �3 TA�k �� of W y� o Z z ,p 4 423 p �� ins F®r SIONA L ECG 1-1-/2.0/2.01- 2 (N 0 U Z_ j if Z Cuj O N Z cn J J a < w z x z W N < ,z J Z Qrr) O N N N 00 U � Z 00 N co r- 00 j of Z � Q I I w w w Ln Liz (' Z Ln ~ N .-.-. Ln N . Ln Z - r w w N ?0 Z N N J� N 34+00 35+00 CONSTRUCTION RECORD CITY OF RENTON `Gj� J sd� DRAWING �EPAFiTMENT OF PUBLIC WORKS 2 Q � THIS CONSTRUCTION RECORD DRAWING IS A COPY OF THE APPROVED BY DATE '= Lu APPROVED CONSTRUCTION DRAWINGS PREPARED BY BARGHAUSEN CONSULTING ENGINEERS, INC AND HAS BEEN APPROVED BY DATE EDITED TO REFLECT ASBUILT CONDITIONS. THE INFORMATION PROVIDED THESE RECORD A b, ON DRAWINGS IS COMBINATION APPROVED BY DATE a N5J OF FIELD SURVEYED INFORMATION AND DOCUMENTED FIELD 0 CD REVISIONS. APPROVED BY DATE U SCALE: DATE: Z HORIZ: 1 "=20' HORVERTICAL: NAVDIZONTAL: NAD 191988 83/1991 SEWER AND WATER PLAN AND PROFILE 11 /20/2018 00 3/1� VER: 1 "=5' CITY OF RENT FRENT0NPAGE: ASBUILT - ALLURA AT TIFFANY PARK FFIELLDBOOK: O ONE INCH DATUM MAINVUE WA, LLC DRAWING NO: AT FULL SCALE Plonning/Building/Public Works Dept. 1110112TH AVE NE, SUITE 202 �! IF NOT ONE INCH SCALE ACCORDINGLY BELLEVUE, WA 98004 SHEET: � OF:68 m S - 3 9 2 310 IWI-131912131 110 N 0� co I 0 W Y rr Q w n Z z u w LL 0 LL w Q Q J Q I I I I X z O C' z Y Q m 0 -) (n m v 0 N \ O N Q) E a� 0 0 c) I U) I Ln O J] 0 Ln Ln O 1-1 rn O O O c0 Z r Lu 4; i� SEE SHEET 59 FOR CONTINUATION 4s 415 ' 14 •A K- VERTICAL DATUM TRACT L�� ASBUILT SEWER AND WATER PLAN AND PROFILE - 124TH PL SE FOR ALL UlM AT TIFFANY PARK PTN OF THE W1/2 & SE1/4 OF THE SE1/4 AND PTN OF THE NE1/4, OF THE SW1/4 OF SEC. 21, TWP. 23 N., RGE 5 EAST, W. M. CITY OF RENTON KING COUNTY STATE OF WASHINGTON 1.1 ui w 4Q REC# 2.a1'602010004021 I.... IOPE I ErENT ---iii — +---- — I; EX. FENCE TO BE RELOCATED TO R/W LINE UTILITY CROSSINGS: QIE 8" W=405.10 T/P 12" SD=403.34 QIE 12" SD=400.72 T/P 8" SS=399.02 WATER MAIN FITTING DATA TABLE (D STA. 13+39.34, 45.02' LT INSTALL: 1-8" PLUG (MJ) CONCRETE BLOCKING O STA. 13+39.34, 45.02' LT INSTALL: 1-FIRE HYDRANT ASSEMBLY PER STD. PLAN NO. 310.1 1-8"x6" TEE (MJxFL) 1-6" GATE VALVE (FLxMJ) CONCRETE BLOCKING 1111 ■ ■LOW PT ELEV = - 406. = - 407.17 NOTE: ROADWAY FINAL SUBGRADE SHALL BE ESTABLISHED AND COMPACTED BEFORE THE INSTALLATION OF WATER MAINS IN ALL CUT OR FILL AREAS. HIGH PT STA _ = PVI ELEV - 405.19 ■ ■ — — 00 Lo rn � rn ao +o Lo 0) rn 00 +o ■ cfl I lco Ljj w w ■ \ V) U (N U U U ■ \ to ■ ■ co ■ rn 04 > o ----- V1W ■WATER ` -- — 0 ■ I—CFDAR RIVER 24- STORM IL E.130 80.52 \ 3 Ld \ o \ rn ■ — • RIM- 6.64 � � \ \ NW ■ ■ ■ _ _ (8" ,. WATER LINE ■ ■ EXISTING GRADE ir C>T I n c0 01 r) O pp O I cy! ^ CO O CD M I%co o 00 tG 4 O CD re) In (d 4 O CD c0 cO I"') O O 00 �j ) O CD N L0 CD O O CD a! N Nj M O CD q to `- Nj N O CD qt CDI� CD 0� 0-)0-) N 00 c0 c0 0-) a0 In 0- CITY OF RENTON, NAVD 88 BENCHMARK FOUND MONUMENT IN CASE LEAD PLUG & TACK IN 4"X4" CONIC INTX MONROE AVE SE & SE 16TH PL C.O.R BENCHMARK 1857 EL=413.38 (JUNE 2013) FOUND MONUMENT IN CASE BRASS PIN IN CONIC INTX SE 158TH ST & 124TH AV SE C.O.R BENCHMARK 1908 EL=387.24' (JUNE 2014) 36+00 37+00 2 REVISED PER CITY COMMENT 1 ASBUILT NO. REVISION SURVEYED: BCE DESIGNED: BJT BK '11/20/lE BJT DRAWN RAG BK 11/2/18 BJT CHECKED: RAG BY DATE APPR APPROVED: BJT SCALE: r , HORIG7 : 1 '=20 VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 VER: 1 "=5' ONE INCH DATUM AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY 425 0 415 SITE PLAN KEY MAP a NTS CONSTRUCTION RECORD DRAWING THIS CONSTRUCTION RECORD DRAWING IS A COPY OF THE APPROVED CONSTRUCTION DRAWINGS PREPARED BY BARGHAUSEN CONSULTING ENGINEERS, INC AND HAS BEEN EDITED TO REFLECT ASBUILT CONDITIONS. THE INFORMATION PROVIDED ON THESE RECORD DRAWINGS IS A COMBINATION OF FIELD SURVEYED INFORMATION AND DOCUMENTED FIELD REVISIONS. SEWER NOTES: y 3• T 410 1. SEWER PIPE SHALL BE 8" PVC SDR-35 UNLESS P�� OF W NOTED OTHERWISE. �`� Q 2. SIDE SEWERS ARE PRIVATE AND SHALL BE 6" PVC - z SDR-35 Q 2.0� OR GREATER SLOPE. 3. SIDE SEWERS SHALL BE CONSTRUCTED OF THE o SAME MATERIAL AS THE SEWER MAIN. 405 4. SHALLOW MANHOLES PER C.O.R. STD PLAN 400.2 11/zo/zos NOTE: 1. MINIMUM OF 10 FT SEPARATION BETWEEN N w 4,00 SEWER MAIN AND WATER MAIN. MINIMUM OF 7 � z � FT BETWEEN SEWER MAIN AND STORM LINE. z > O N w z c/T J 2. MINIMUM OF 12 IN VERTICAL SEPARATION BETWEEN SEWER LINE AND OTHER UTILITIES. w J a a IF THIS IS NOT POSSIBLE ETHO FOAM Q Z z WILL BE PROVIDED. W uiPADDING M Q N Pf) N N J z U O N 00 Z Lg 00 N r- cfl 00 > w Z w I I Q ui Z Z Liz Liz 0 390 In ) n Z w W N 00 Z N N Li J> 3s5 CITY OF RENTON J DEPARTMENT OF PUBLIC WORKS 2 L� APPROVED BY DATE TQ Lu ''" APPROVED BY DATE i 39+50 v APPROVED BY DATE bA ° CONSJ APPROVED BY DATE v CITY 0 F SEWER AND WATER PLAN ANDATE: D PROFILE 1 1 /20/2018 ASBUILT — ALLURA AT TIFFANY PARK FFIELLDBOOK: RENTON PAGE: MAINVUE WA, LLC DRAWING N0: Plonning/Building/Public Works Dept. 1110112TH AVE NE, SUITE 202 BELLEVUE, WA 98004 SHEET: 55 O V S - 3 9 2 3 1 1 IWI-131912131 111 w Q z u w D O w 0 U (n m N v 0 N O N ai E 0 0 0 I U) I Ln O c0 i 0 0 Ln Ln O Q0 i V3 O O O w� a r Lu 4; N co i 0 uj I- v rr Q n z Q LL LL Q Q rr J J Q �oo��00000000000000000 CO 0+79 L=36'� RIM=424.86423. IE=418.68418. SLOPE=8.9% . CO 0+44 L =19' RIM=423 58 423.51 IE=417.58 416.85 SLOPE=18.5% ''! IE=418.30 SLOPE=12.2% ASBUILT SEWER AND WATER PLAN AND PROFILE - ROAD A FOR ALL UlM AT TIFFANY PARK PTN OF THE W1/2 & SE1/4 OF THE SE1/4 AND PTN OF THE NE1/4, OF THE SW1/4 OF SEC. 21, TWP. 23 N., RGE 5 EAST, W. M. CITY OF RENTON KING COUNTY STATE OF WASHINGTON CO - n+n7 SEWER NOTES: NOTE: 1. SEWER PIPE SHALL BE 8" PVC SDR-35 UNLESS NOTED OTHERWISE. 1. MINIMUM OF 10 FT SEPARATION BETWEEN SEWER MAIN AND WATER MAIN. MINIMUM OF 7 2. SIDE SEWERS ARE PRIVATE AND SHALL BE 6" PVC FT BETWEEN SEWER MAIN AND STORM LINE. SDR-35 @ 2.0% OR GREATER SLOPE. 3. SIDE SEWERS SHALL BE CONSTRUCTED OF THE 2. MINIMUM OF 12 IN VERTICAL SEPARATION SAME MATERIAL AS THE SEWER MAIN. BETWEEN SEWER LINE AND OTHER UTILITIES. IF THIS IS NOT POSSIBLE ETHO FOAM 4. SHALLOW MANHOLES PER C.O.R. STD PLAN 400.2 PADDING WILL BE PROVIDED. i i i ♦ ♦ ♦ ♦ i i 66 432.90 rM] .. NOTE: ROADWAY FINAL SUBGRADE SHALL BE ESTABLISHED AND COMPACTED BEFOREPVIFX/ THE INSTALLATION OF WATER MAINS IN ALL CUT OR FILL AREAS. ' ■ 1 ; _ PVI STA _ 22+49 _ _ I 00-00 200' VC■ 4 ■ 1 1 ■01CN 1 ■ o ■4 Pq w 1 w ■ 1 42 w 4 o Z 1 1 o ■ _ _ 42 41 1 _ _-___ 1 - ■ L1J " _ ■ 18" STORM2 1.31 SSMH#16 - N:171 671.60 _ 2 E.1309135.34 6.58% F P TYPE 1-48' SSMH417 TYPE 1- _ - 4 _ _ ----- _ -�(nl ` _ ■ 410 ■� 1 STA. = 33+05.01, 1 RIM = ■ IE _ IE = JJ - iE= 410.3(6"E) 171.75', 424.00 (8" SE) 41 . (8" NW)41 . LT STA. = 22+51.64, 4.00', RIM =425.87 425. IE = 417.87 (8" SE) IE = 41-6.97 (8" N RT 415.07 )414.97 - ■ Ill■ zl IU IQ ■ - = UI ■ QI IN 400- O N ■ 1 N Irj N NN EXISTING GRA @ CENTERLINE PROPOSED GRADE CENTERLINE I' GO Lf) N Cn M N M �► 5 N cV N cV N N L 0� O N) N N cV ROAD A RESIDENTIAL ACCE t0 LO N N � N O CDtC N t0 N N O M O 0) I CD n m n 00 N N N N 00 I� N N I T r- N n N CD (0 N �M � 4 IN IN 4 N N Ln CDLc� M M HORIZ. "=20' - VERT. 1 "=5' 25 MPH DESIGN SPEE t0 N N N c0 I� CO M N 4 O ct O L'j NN N N CIA N N � � � � � � � � N M p Ln VERTICAL DATUM CITY OF RENTON, NAVD 88 22+00 23+00 24+00 BENCHMARK FOUND MONUMENT IN CASE LEAD PLUG & TACK IN 4"X4" CONC INTX MONROE AVE SE & SE 16TH PL C.O.R BENCHMARK 1857 EL=413.38 (JUNE 2013) FOUND MONUMENT IN CASE BRASS PIN IN CONIC INTX SE 158TH ST & 124TH AV SE C.O.R BENCHMARK 1908 EL=387.24' (JUNE 2014) SURVEYED: BCE SCALE: HORIZ: 1 "=20' VER: 1 "=5' VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM DESIGNED: BJT 2 REVISED PER CITY COMMENT BK 1/20/1 BJT DRAWN: RAG oNE INCH 1 ASBUILT BK 11 2 18 / / BJT CHECKED: RAG AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY NO. REVISION BY DATE APPR APPROVED: BJT j 25 [15 10 35 L11 11 �•_ ►_.y QIE 12" SD=421.30 T/P 8" W=420.20 QIE 12" SD=421.23 T/P 8" SS=417.00 QIE 12" SD=424.85 T/P 8" W=423.75 QIE 12" SD=424.78 T/P 8" SS=420.58 DSTA. 24+00.00, 7.00' LT INSTALL: 1-8" GATE VALVE (MJxMJ) OSTA. 22+20.20, 7.00' LT, 16.50' LT INSTALL: 1-FIRE HYDRANT ASSEMBLY PER STD. PLAN NO. 310.1 1 - 8"X6" TEE (MJXFL) 1 - 6" GATE VALVE (FLXMJ) SITE PLAN KEY MAP a I CONSTRUCTION RECORD DRAWING THIS CONSTRUCTION RECORD DRAWING IS A COPY OF THE APPROVED CONSTRUCTION DRAWINGS PREPARED BY BARGHAUSEN CONSULTING ENGINEERS, INC AND HAS BEEN EDITED TO REFLECT ASBUILT CONDITIONS. THE INFORMATION PROVIDED ON THESE RECORD DRAWINGS IS A COMBINATION OF FIELD SURVEYED INFORMATION AND DOCUMENTED FIELD REVISIONS. CITY OF RENTON E�)EPAFiTMENT OF PUBLIC WORKS APPROVED BY APPROVED BY APPROVED BY DATE DATE DATE ,p 4 423 p �� ss�ONA � ECG\ 11/zo/zos 2 (N Lij 0 U z5; zcif O N QLij J a J w z x < < Z w W N J z Q rr) O N N N 00 U Z Z 00 N CO I- 00 j of Z CN Q- I I w w w Ln - Liz Z 0 Z ~ �lI-, Ln Ln w % w N 00 Z LLj N N _J > APPROVED BY DATE DATE: CITY OF SEWER AND WATER PLAN AND PROFILE 11 /20/2018 ASBUILT - ALLURA AT TIFFANY PARK FFIELLDBOOK: ML RENTON PAGE: MAINVUE WA, LLC DRAWING N0: Plonning/Building/Public Works Dept. 1110112TH AVE NE, SUITE 202 BELLEVUE, WA 98004 1 SHEET: 56 OF:6F S - 3 9 2 3 12 IWI-131912131112 N a) M 6 0 W v rr a n w z z U a cL w 0 H IL a a J a a U (n n 4 0 N 0 N \ ai a� a 0 0 i Ln 0 i 0 1-1 Ln 0 0 0 0 L� z � LU i� STA.: 24+80 MATCHLINE SEE SHEET 56 INSTALL 4' HIGH BLACK VINYL CHAIN LINK FENCE AT TOP OF WALL. PER WSDOT STD PLAN L-20.10-00 V WETLAND C . CATEGORY 2 i� TRACT K V_ \Z- / PROPOSED 1"- IRRIGATION METER V W/ DCVA CO 0+00 L=20' RIM=436-AA 436.31 IE=42.9.9 425.15 SLOPE=9.1% VERTICAL DATUM CITY OF RENTON, NAVD 88 ASBUILT SEWER AND WATER PLAN AND PROFILE - ROAD A ALL UlM AT TIFFANY PARK PTN OF THE W1/2 & SE1/4 OF THE SE1/4 AND PTN OF THE NE1/4, OF THE SW1/4 OF SEC. 21, TWP. 23 N., RGE 5 EAST, W. M. CITY OF RENTON KING COUNTY STATE OF WASHINGTON RIM='fJV.UV'►JV. f.J I E=436$8434.86 SLOPE=12.7% FOUND MONUMENT IN CASE LEAD PLUG & TACK IN 4"X4" CONIC INTX MONROE AVE SE & SE 16TH PL C.O.R BENCHMARK 1857 EL=413.38 (JUNE 2013) FOUND MONUMENT IN CASE BRASS PIN IN CONIC INTX SE 158TH ST & 124TH AV SE C.O.R BENCHMARK 1908 EL=387.24' (JUNE 2014) SEE SHEET 50 FOR CONTINUATION ........ �. r. SEE SHEET 50 FOR CONTINUATION 25+00 2 REVISED PER CITY COMMENT BK 1/20/1 1 ASBUILT BK 11/2/11 NO. REVISION BY DATE SURVEYED: BCE SCALE: DESIGNED: BJT BJT DRAWN: RAG ONE INCH BJT CHECKED: RAG AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY APPR APPROVED: BJT QIE 12" SD=430.23 T/P 8" W=429.47 QIE 12" SD=430.16 T/P 8" SS=425.58 QIE 8" SS=425.59 T/P 12" SD=420.23 QIE 12" SD=433.41 T/P 12" SD=429.35 QIE 8" W=435.56 T/P 12" SD=434.46 ©IE 8" W=435.20 T/P 8" SS=432.2 QIE 8" SS=430.64 T/P 12" SD=429.40 ®IE 8" W=435.57 T/P 12" SD=429.60 WATER MAIN FITTING DATA TABLE Ol STA. 25+35.28, 6.74 LT INSTALL: 1-8" 45' BEND (MJ) CONCRETE BLOCKING O STA. 26+ 10.26, 6.74' LT INSTALL: 1-8" 45' BEND (MJ) CONCRETE BLOCKING O3 STA. 22+32.30, 7.00' LT INSTALL: 1-8" DI TEE (ALL FL) 3-8" GATE VALVE (FLxMJ) CONCRETE BLOCKING ®STA. 25+24.85, 7.00' LT & 16.50 LT INSTALL: 1-FIRE HYDRANT ASSEMBLY PER STD. PLAN. NO. 310.1 1-8"x6" TEE (MJxFL) 1-6" GATE VALVE (FLxMJ) CONCRETE BLOCKING OSTA. 27+45.32, 7.00' LT & 16.50 LT INSTALL: 1-FIRE HYDRANT ASSEMBLY PER STD. PLAN. NO. 310.1 1-8"x6" TEE (MJxFL) 1-6" GATE VALVE (FLxMJ) CONCRETE BLOCKING SITE PLAN KEY MAP a SEWER NOTES: 1. SEWER PIPE SHALL BE 8" PVC SDR-35 UNLESS NOTED OTHERWISE. 2. SIDE SEWERS ARE PRIVATE AND SHALL BE 6" PVC SDR-35 0 2.0% OR GREATER SLOPE. 3. SIDE SEWERS SHALL BE CONSTRUCTED OF THE SAME MATERIAL AS THE SEWER MAIN. 4. SHALLOW MANHOLES PER C.O.R. STD PLAN 400.2 NOTE: 1. MINIMUM OF 10 FT SEPARATION BETWEEN SEWER MAIN AND WATER MAIN. MINIMUM OF 7 FT BETWEEN SEWER MAIN AND STORM LINE. 2. MINIMUM OF 12 IN VERTICAL SEPARATION BETWEEN SEWER LINE AND OTHER UTILITIES. IF THIS IS NOT POSSIBLE ETHO FOAM PADDING WILL BE PROVIDED. 0 445 =1 4i�0 - , '4 423 p �FSS�NA�IE�NG�� 11/20/201 N LLJ 2 O U 425 F z> o N g J w as x Z Z < LZ a Q CN J Z PO C 4 CN O N 00 U Z 28+50 (0 z 00 w Ww Q Z L(7 u7 Q Z L0 N N Z - L N Z N N J Y U (N N 0 CONSTRUCTION RECORD CITY OF RENTON J DRAWING DEPARTMENT OF PUBLIC WORKS 2 QZ THIS CONSTRUCTION RECORD DRAWING IS A COPY OF THE APPROVED BY DATE '= W APPROVED CONSTRUCTION DRAWINGS PREPARED BY 0 BARGHAUSEN CONSULTING ENGINEERS, INC AND HAS BEEN APPROVED BY DATE fR A ,` EDITED TO REFLECT ASBUILT CONDITIONS. THE INFORMATION PROVIDED ON THESE RECORD DRAWINGS IS A COMBINATION APPROVED BY DATE b. �5J OF FIELD SURVEYED INFORMATION AND DOCUMENTED FIELD 8 0 C0 REVISIONS. APPROVED BY DATE DATE, VERTICAL: NAVD 1988 '� CITY OF SEWER AND WATER PLAN AND PROFILE /20/2018 HORIZONTAL: NAD 1983/1991 1� ASBUILT - ALLURA AT TIFFANY PARK FFIAELLDBOOK: RENTON MAINVUE WA, LLC DATUM DRAWING N0: Plonning/Building/Public Works Dept. 1110112TH AVE NE, SUITE 202 BELLEVUE, WA 98004 SHEET: 5 7 OF 68 S - 3 9 2 313 IWI-131912131113 N co 0� co 0 0 W i rr Q W n Q Z z u Q cj w 0 0 LL a Q Q rr J i i X z 0 CD z Y Q m 0 u N n rn 0 N O N E cn 0 cn 0 U) Ln Ln O i U) 0 Ln Ln Ln O QO 1-1 V) 0 CD O Q EL LL 4; li ASBUILT SEWER AND WATER PLAN AND PROFILE - TRACT N AND O 1" 1020 0 10 20 40 CO 0+57 CO L=13' RIM=435.38 434.36 1 + 1 1 -IE=429.38 426.52 L=15' SLOPE=38.2%11 434.29RIM=433.30 13 433.30 425.E 1E-zF427.39 433.30 435.30 / S OPE=10;.1%..........1.1.9....................... $ LF 8" PVC .� CO 0�9Q L=9" 433.34 RIM = 433.39-- 425. 72 I E =427.38 SLOPE=12.5% 425 420 415 FOR ALL UlM AT TIFFANY PARK PTN OF THE W1/2 & SE1/4 OF THE SE1/4 AND PTN OF THE NE1/4, OF THE SW1/4 OF SEC. 21, TWP. 23 N., RGE 5 EAST, W. M. CITY OF RENTON KING COUNTY STATE OF WASHINGTON � \ 1� SSM 2 ■ 'TRACT N 1 ------ - 1 a � ■ 10 433.60 0+75..•• t 426.58 E M427.66 SEE CONTINUATION SHEET 52 SLOPE=13.0% SITE PLAN KEY MAP a NTS L� L� a Ln CT) C ^ Ln PROPOSED RADE +'� CENTERLINE LL LLNv Q � J (nLJ 1.80% EXISTING GRADE 0 CENTERLINE / 119 1.00.`1: 88MH024 TYPE 1-48' STA. = 27+48.03, 147.74', RT SSMH#22 TYPE 1-,W RIM = IE = 433.33 426.18 (6" W) 425.40 STA. = 27+48,03, 29.58', RT IE = 423@ (8" E) 425.31 IF RIM_ _ 4z35.96 -435.18 - IE _ 424.09 (8" W) 424.12 EXISTING GRADE IE 423.99 (8" S) 424.00 CENTERLINE 1E = 424.07 (6" NE) - PROPOSED GRADE @ CENTERLINE Or c0((0 N-) 00 �CN M �^ co" N M in N M to N� r7 � r� I„ o in � � W) � TRACT N JOINT ACCESS HORIZ. 1 "=20' - VERT. 1 "=5' VERTICAL DATUM CITY OF RENTON, NAVD 88 BENCHMAIRKFOUND MONUMENT SE LEAD PLUG &TACK IN 4"X4" CONIC INTX MONROE AVE SE & SE 16TH PL C.O.R BENCHMARK 1857 EL=413.38 (JUNE 2013) FOUND MONUMENT IN CASE BRASS PIN IN CONIC INTX SE 158TH ST & 124TH AV SE C.O.R BENCHMARK 1908 EL=387.24' (JUNE 2014) 445 [! 1 435 425 420 415 4: 445 435 425 415 14 434.00 CO 0+00 L =16' 434.62 RIM=434.98 IE=428.00 SLOPE=9.7% CO o+so 15 L=27' 435.00 436.16 RIM=435-60 IE=429.00 SLOPE=19.9% CO 0+00-\ L=36' 437.17RIM=436. 40 428.97 IE=438.49 SLOPE=15.0% 16 I 436.40 0 FN r 0 10 20 40 kamom :I : ■ 1 .I .. o I a � 12" STORM\\ Ns ■ WfACT O so � SSMH#23 ,' 95 LF::8" PVc a .a v /1 Iv ,/ ■ SEE CONTINUATION SHEET 52 HIGk PT STA I-Lgr-.07 La t)U vu CAI PROPOSED G J > > ouj ^ � v o aim.- RT _ _ " " IE _ _ lvrj 0 CENTERLINE � p a0 O � C) O --cr O LO Ill 0 r7 6 'i Ln ' � in TRACT O JOINT ACCESS HORIZ. 1 "=20' - VERT. 1 "=5' 0 445 4M 0 425 415 SITE PLAN KEY MAP �� SEWER NOTES: 1. SEWER PIPE SHALL BE 8" PVC SDR-35 UNLESS NOTED OTHERWISE. 2. SIDE SEWERS ARE PRIVATE AND SHALL BE 6" PVC SDR-35 @ 2.0% OR GREATER SLOPE. 3. SIDE SEWERS SHALL BE CONSTRUCTED OF THE SAME MATERIAL AS THE SEWER MAIN. 4. SHALLOW MANHOLES PER C.O.R. STD PLAN 400.2 NOTE: 1. MINIMUM OF 10 FT SEPARATION BETWEEN SEWER MAIN AND WATER MAIN. MINIMUM OF 7 FT BETWEEN SEWER MAIN AND STORM LINE. 2. MINIMUM OF 12 IN VERTICAL SEPARATION BETWEEN SEWER LINE AND OTHER UTILITIES. IF THIS IS NOT POSSIBLE ETHO FOAM PADDING WILL BE PROVIDED. o ,p 4 423 p �� NALT��NG��, 11/zo/zos 2 N 0 U z> za-- O N QLj J J G_ < W X Z Z W L- N W J Z Qrr) N N O N 00 U 1 Z 00 N Il- (.0 00 > w Z C'4 I I Q w W Z Ln Ln Z in CN " ~ Ln Ln W } W N 00 Z N N J� CONSTRUCTION RECORD CITY OF RENTON J DRAWING DEPARTMENT OF PUBLIC WORKS 2 Q THIS CONSTRUCTION RECORD DRAWING IS A COPY OF THE '= Lu APPROVED BY DATE APPROVED CONSTRUCTION DRAWINGS PREPARED BY BARGHAUSEN CONSULTING ENGINEERS, INC AND HAS BEEN APPROVED BY DATE V ,`�_ EDITED TO REFLECT ASBUILT CONDITIONS. THE INFORMATION �, PROVIDED ON THESE RECORD DRAWINGS IS A COMBINATION APPROVED BY DATE b, N5J a OF FIELD SURVEYED INFORMATION AND DOCUMENTED FIELD 0 GO REVISIONS. APPROVED BY DATE SURVEYED: SCALE: 7 VERTICAL: NAVD SEWER AND WATER PLAN AND PROFILE BCE HORIZ: 1 "=20' HORIZONTAL: NAD 1983/183/1991 1� DESIGNED: VER: 1 "=5' CITY OF ASBUILT - ALLURA AT TIFFANY PARK 2 REVISED PER CITY COMMENT BK 11/20/18 BJT DRAWN RENTON=� R E N TO N MAINVUE WA, LLC ONE INCH DATUM 1 ASBUILT BK 11/2/181 BJT CHECKED: AT FULL SCALE Plonning/Building/Public Works Dept. 1110112TH AVE NE, SUITE 202 RAG IF NOT ONE INCH N0. REVISION BY DATE APPR APPROVED: SCALE ACCORDINGLY BELLEVUE, WA 98004 11/20/2018 Im FIELDBOOK: O PAGE: DRAWING NO: Iuj SHEET: ^w OF: �� v ��/7V�[ m S - 3 9 2 314 IWI- 3191213114 N 0� co I 0 W I— Y rr Q LJ n z z Z u Q w o H Q Q rr J I I I I 42 z 0 0 z Y Q m 0 U n 0 rn 0 N O N a) E 1= 0 0 0 I 1n I Ln 0 i 0 Ln Ln Ln O Q0 1-1 V) O 0 O Z Lu N PLAT BOUNDARY 5' LF 8" DI EX. 8" WATER // .. \ / �W W 14 / / / ' LF 8" DI EX. SHED TO EX. 8" WATERMAIN BE REMOVED WITHIN 10 FT EASEMENT (CITY WATER PROJECT NO W-469) Em 415 410 405 E•• 395 VERTICAL DATUM EDGE OF WLE ASBUILT SEWER AND WATER PLAN AND PROFILE - TRACT Q FOR ALL UIM AT TIFFANY PARK PTN OF THE W1/2 & SE1/4 OF THE SE1/4 AND PTN OF THE NE1/4, OF THE SW1/4 OF SEC. 21, TWP. 23 N., RGE 5 EAST, W. M. CITY OF RENTON KING COUNTY STATE OF WASHINGTON SITE PLAN KEY MAP a 101, LF 8" DI W' . D 15' WATER EASEMENT I NOTE: ROADWAY FINAL SUBGRADE SHALL BE ESTABLISHED AND COMPACTED BEFORE THE INSTALLATION OF WATER MAINS IN ALL CUT OR FILL AREAS. — — — — z J i z J O NW EXISTING GRADE—, i/ _ z _ Ln 0 a — / " VT 0 SECTION Cn rn 0 C) � wi � 0 O � c0 qt Ln O 0 Ln m Ui I� 00 00 ^ m O O MO 0-)0.) O CD IR Ln O � � p N j O0 nj Ln � Lc) Ln 1? � � n CITY OF RENTON, NAVD 88 BENCHMARK FOUND MONUMENT IN CASE LEAD PLUG & TACK IN 4"X4" CONC INTX MONROE AVE SE & SE 16TH PL C.O.R BENCHMARK 1857 EL=413.38 (JUNE 2013) FOUND MONUMENT IN CASE BRASS PIN IN CONC INTX SE 158TH ST & 124TH AV SE C.O.R BENCHMARK 1908 EL=387.24' (JUNE 2014) 61+00 WATER EASEMENT WATER EASEMENT HORIZ. 1 "=20' - VERT. 1 "=5' DRAINAGE NOTES: 1. STORM DRAIN (SD) SHALL BE CPEP UNLESS NOTED OTHERWISE. NOTES: 1. CATCH BASIN GRATES TO BE STANDARD LOCKING VANED GRATES UNLESS OTHERWISE SPECIFIED. 2. CATCH BASIN OFFSETS MEASURED TO CENTER OF GRATE. NOT CENTER OF STRUCTURE. 62+00 2 REVISED PER CITY COMMENT 1 ASBUILT NO. REVISION co 4+23 L=31'. RIM=441.59 411.00 IE = 405.50. 407 35 SLOPE=17.4% 75 411.50 . a .......'.. r y i I � CO 00 4+93 J L=31' 78 1 • 0 9� R'IM=441 A 408.29 411.50 0 1 IE=4()S.S9405.fi3................. ° 1 SLOPE=16.4% ....... .......... ..... .I.........� 1 • 420 415 410 0 -ee 395 62+40 WATER MAIN FITTING DATA TABLE OSTA. 35+31.79, 7.00' LT INSTALL: 1-8" DI TEE (FL) 1-8" GATE VALVE (FLxMJ) CONCRETE BLOCKING ON:171501.12 E:1308898.84 INSTALL: 1-8" 45' BEND (MJXMJ) CONCRETE BLOCKING ON:171537.24 E:1308767.05 INSTALL: 1-8" 45' BEND (MJXMJ) 1-8" SLEEVE (MJ) CONCRETE BLOCKING N:171537.24 E:1308767.05 CONTRACTOR SHALL FIELD LOCATE EXISTING BLOW -OFF PRIOR TO CONSTRUCTION. CONTACT ENGINEER IF CONFLICT EXISTS. REMOVE EX. BLOW -OFF AND CONCRETE BLOCKING. CONNECT TO EX. 8" WATER. COORDINATE WITH CITY OF RENTON FOR SHUT OFF. CONNECTION PER COR STD. PLAN 300.5. FINAL CONNECTION BY CITY FORCES. FA Co 1 I 4.2©........4+50 I 76L=140'414.40 '. RIM=4i4.88 414.00 I E = 498-88406.75 , CO SLOPE=6.9% I R/M=413.20 I - - - -- \ .STORM _ ... ........... CO I I 4+53 L=140' 415.23 RIM=449� I 406.38 IE=88-8� SLOPE=6.9% 7 I.... ....... I 414.00 I I I I I I I SITE PLAN KEY MAP 12" HIGH 3' BERM i TRACT K TA�k W o Z z `FS 41423 F01,'SIL0 S/0NA L 11/zo/zos (n z> 2 CC O N uj Z cn J a J w z x � z W < N ,z J Z Q P,f) N N O IN 00 U � Z Z 00 N I- CO 00 j of w w CN I I Q w Z Ln Ln Z L N IN} .-..-. Ln Ln Z — w w N 00 Z N N ui J CONSTRUCTION RECORD CITY OF RENTON J DRAWING DEPARTMENT OF PUBLIC WORKS 2 Q THIS CONSTRUCTION RECORD DRAWING IS A COPY OF THE APPROVED BY DATE '= w APPROVED CONSTRUCTION DRAWINGS PREPARED BY BARGHAUSEN CONSULTING ENGINEERS, INC AND HAS BEEN APPROVED BY DATE V� EDITED TO REFLECT ASBUILT CONDITIONS. THE INFORMATION ,`'_ PROVIDED ON THESE RECORD DRAWINGS IS A COMBINATION APPROVED BY DATE b► a N5J OF FIELD SURVEYED INFORMATION AND DOCUMENTED FIELD 0 CD REVISIONS. APPROVED BY DATE SURVEYED: SCALE: BCE HORIZ: 1 "=20' VERTICAL: NAVD1988 HORIZONTAL: NAD 1983/1991 SEWER AND WATER PLAN AND PROFILE 3/1CITY 0 F DESIGNED: VER: 1 "=5' ASBUILT — ALLURA AT TIFFANY PARK BJT RENTON BK 1/20/1 BJT DRAWN-ARAG MAINVUE WA, LLC BK 11 2 1$ BJT CHECKED: I oNE INCH I DATUM / / AT FULL SCALE Plonning/Building/Public Works Dept. 1110112TH AVE NE SUITE 202 RAG IF NOT ONE INCH 7 BY DATE APPR APPROVED: SCALE ACCORDINGLY BELLEVUE, WA 98004 11/20/2018 IM FIELDBOOK: O PAC E: DRAWING NO: lW\J SHEET: ^ V5C9 OF: ww 68 My W S - 3 9 2 3 1',--51 1-1,39312131115 N co 0� co Nt I 0 W Y rr Q In w Q z z u O QH w 0 H O w Q rr J J Q 0 0 N N r-i 0 N N a) E a3 0 0 1n a I a 1n I Ln 0 0 Ln Ln O 0 0 O Z � Lu i� 24"x 24" COMM. CLS. CONCRETE BLOCK POURED AROUND CONNECTION TO M� NOTE: DO NOT USE WITHOUT WRITTEN APPROVAL OF THE WASTEWATER UTILITY. COVER 6' BELOW STREET GRADE 6" ON 6" Y BRANCH LENGTH VARIES 1/8 BEND STANDARD 6" X MAIN SIZE TEE SEWER MAIN NOTE: TO RAISE TO GRADE USE STANDARD 6" SEWER PIPE *N[ STD. PLAN - 409 PUBLIC WORKS SIDE SEWER RISER DEPARTMENT CONNECTIONTO SEWER MAIN MARCH 2O08 7' ASBUILT SEWER NOTES AND DETAILS FOR ALL UlM AT TIFFANY PARK PTN OF THE W1/2 & SE1/4 OF THE SE1/4 AND PTN OF THE NE1/4, OF THE SW1/4 OF SEC. 21, TWP. 23 N., RGE 5 EAST, W. M. CITY OF RENTON KING COUNTY STATE OF WASHINGTON NOT TO SCALE NANHQLE FRAME AND COVER SEE STD. PLAN 401 ADJUSTMENT RINGS (2" MIN.) SEE NOTE 6 MORTAR JOIN7(5) {3/8" MIN.) SEE NOTE 5 CONE (ECCENTRIC) RUBBER GASKETED JOINTS IN ACCORDANCE WITH ASTM C-443 STEPS - FGLYPROPYLLNL SltPS SHALL BE INCLUDED CONCRETE RISER BY PIPE INC., OR APPROVED EQUAL. LAD DER- PCILYPR]PYLENE SHALL BE ATTACHED TC MANHOLE MAY. PIPE SIZE CONCRETE SHELF PRECAST BASE SECTION OR CAST IN SHELF, A. Ef 0. D' ' Ei 48' MH 48" 6" MIN. 5'MIN 24" MIN. 211. D. 54" MH 54" 8" MIN. 5 5" MIN. 24" MIN. 24" I.D. 60" MH 60" S" Mu G" MIN. 42" MIN. 30" I.D. NOTES: 1. STEPS T4 BE POLYPROPYLENE SAFETY STEPS. 2, STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS ARE INSTALLED. 3, CASTING SHALL BE PER STD, PLAN 401, 4. MANHOLE SECTION$ TO 9E OF REINFORCED PRECAST CGNORETE. 5. ALL JOINTS 13ETWEEN TIDE CONE, RISER RING'S, BRICKS AND CASTING SHALL BE GROUTED. 6. ADJUSTMENT OF THE CASTING TO CRADE SHALL BE ACCOMPLISHED WITH A COMBINATION OF ADJUSTMENT RINGS. BRICKS AND MORTAR ONLY. BRICKS SHALL BE STAGGERED TO CREATE A RUNNING BOND OR 1/2 BOND. THE USE OF SHIMS IS PRO.4119_IT'EO. 7_ $ANITARY $EWER MANHOLES SHALL HAVE ALL INTERIQR !?< RFArE$, IIJryLVL)lNC 4�HANMLL]mG, COATED (SEALED) WITH A HIGH SOLIDS URETHANE COATING; WASSER MO-AROSHIELD OR APPROVED EQUAL; COLOR OF COATING SHALL BE WHITE. S. RUBBER GASKETED JOINTS SHALL BE IN CONFORMANCE WITH ASTM C-443. 9, CHANNEL HEIGHT SHALL BE A MINIMUM bF 3/4 OF THE INSIDE DIAMETER OF THE LARGEST PIPE. 1 D. CONNECTIONS TO MANHOLE SHALL BE MADE USING GPK ADAPTOR, KOR--H-SEAL BOOTS OR APPROVED EQUAL. 11, IN UNIMPROVED AREAS, MANHOLES SHALL EXTEND A MINIMUM OF 6" AND A MAXIMUM OF 12" ABOVE FIN15HE0 GRADE OR MUST HAVE A MINIMUM 2' DIAMETER CONCRETE RING5 POURED AT GRADE. IN PANED AREAS. COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING. PUBLIC WORKS STD. P'L!!N ' �00.1 + DEPARTMENT STANDARD SANITARY MANHOLE SEPTEMBER ?011 SANITARY SEWER NOTES AND SPECIFICATIONS 1. ALL WORK AND WORK MATERIAL SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON PLANNING/BUILDING/PUBLIC WORKS DEPARTMENT AND THE LATEST EDITION OF THE WSDOT/APWA STANDARDS AND SPECIFICATIONS, AS APPROVED AND MODIFIED BY THE CITY OF RENTON IN THE RENTON STANDARD PLANS & SPECIFICATIONS. A SET OF APPROVED PLANS SHALL BE KEPT ON SITE AT ALL TIMES DURING CONSTRUCTION. 2. THE HOURS OF WORK IN THE STREET RIGHT OF WAY SHALL BE PER CITY SPECIFICATIONS ON WEEKDAYS UNLESS OTHERWISE APPROVED IN WRITING BY THE PLANNING/BUILDING/PUBLIC WORKS DEPARTMENT. AN APPROVED TRAFFIC CONTROL PLAN MUST BE OBTAINED PRIOR TO BEGINNING ANY WORK WITHIN PUBLIC RIGHT OF WAY. 3. ALL LOCATIONS OF EXISTING UTILITIES 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. 4. A PRE -CONSTRUCTION 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 CONSTRUCTION. (INSPECTION WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF RENTON.) IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PUBLIC WORKS INSPECTOR 24 HOURS IN ADVANCE OF BACKFILLING ALL CONSTRUCTION. 5. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF CONSTRUCTION AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE CONSTRUCTION SITE. •Gin "OVER ADJU5TMEN SEE NOTE MORTAR JC SEE NOTE NOTES: 1. STEPS TO BE POLYPROPYLENE SAFETY STEPS. 2. STEPS ARE TO BE IN PLACE BEFORE MANHOLE 5ECnONS ARE INSTALLED. 3. CASTING SHALL BE PER STD. FLAN 401. 4. MANHOLE SECTIONS TO BE: OF REINFORCED PRECAST CONCRETE. 5. ALL JOINTS BETWEN THE CONE, RISER RINGS, BRICKS AND CASTING 'SHALL BE GROUTED. 6. ADJUSTMENT OF THE CASTING TO GRADE SHALL BE ACCOMPLISHED WITH A COMBINATION OF ADJUSTMENT RINGS, BRICKS AND MORTAR Q I BRICKS SHALL BE STAGGERED TO CREATE A RUNNING BOND OR 1/2 RDND, THE Q5Of $HIM , IS PRQHl�ITEQ. 7. SANITARY SEVVER MANHOLES SHALL HAVE ALL INTERIOR SURFACES, INCLUDING CI'1ANNELING, COATED (SEALED) WITH A HIGH SOLIDS URETHANE COATING; WASSER MC-ARPSHIELD OR APPROVED EQUAL; QOLOR OF COATING SHALL BE WHITE, S. RUDDER GASKETED JOINTS SHALL BE IN CONFORMANCE WITH ASTM C-443. 9. CHANNEL HEIGHT SHALL RE A MINIMUM OF 3/4 THE INSIDE DIAMETER OF THE LARGEST PIPE. 10, CONNECTIONS TO MANHOLE SHALL BE MADE USING GPK ADAPTOR, KOR-N-SEAL BOOTS OR APPROVED EQUAL. 11. IN UNIMPROVED AREAS, MANHOLES SHALL EXTEND A MINJMUM OF 6" AND A MAXIMUM OF 12" ABOVE FINISHED GRADE OR MUST HAVE A MINIMUM 2' UTAMETLR CONCRETE RINGS POURED AT GRADE, IN PAVED AREAS, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING - PUBLIC WORKS SANITARY MANHOLE 5'!'CI. PIm - 404.E } DEPARTMENT SHALLOW SEFTEMISER 2011 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY OTHER RELATED PERMITS PRIOR TO ANY CONSTRUCTION. 7. PLANS APPROVED BY THE CITY OF RENTON, PUBLIC WORKS DEPARTMENT SHALL TAKE PRECEDENCE OVER ALL OTHER PLANS. 8. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 9. THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITH AN AS -BUILT DRAWING OF THE SANITARY SEWER SYSTEM, WHICH HAS BEEN STAMPED AND SIGNED BY A LICENSED PROFESSIONAL ENGINEER OR LICENSED PROFESSIONAL SURVEYOR. 10. 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 95 PERCENT 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. 11. OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELED ROADWAY SHALL BE BACKFILLED WITH CRUSHED ROCK AND MECHANICALLY COMPACTED UNLESS OTHERWISE APPROVED BY 12. DATUM FOR VERTICAL CONTROL SHALL BE NORTH AMERICAN VERTICAL DATUM 1988 METERS, AND FOR HORIZONTAL CONTROL SHALL BE NORTH AMERICAN DATUM 1983/1991 METERS UNLESS OTHERWISE APPROVED BY THE CITY OF RENTON PUBLIC WORKS DEPARTMENT. REFERENCE BENCHMARK AND ELEVATIONS ARE NOTED ON THE PLANS. 2 REVISED PER CITY COMMENT BK 1/20/1 1 ASBUILT BK 11/2/11 NO. REVISION BY DATE SURVEYED: BCE DESIGNED: BJT BJT DRAWN: RAG BJT CHECKED: RAG APPR APPROVED: BJT PATCHED AREA A SEAL WTH AR 4CUO 0-P APPRC)VEO --y � EQUAL AND DRY SANG AFTER PL PATLIKING NT5 MORTAR JO�NT(S) (3/8" M-R.) SEE NOTE 3 AND SPECIAL PROMSON �1 ADjoiSIMENT RING (1` M3tq_) ON BRICKS, SEE NOTE 4. SECTIDN A -A N CITE 5 1. RI=MOVE PAVEMENT AND BASE MATERIALS 1"CR ADI5TANCE WHICH 15 ECIUAL TO THE DIAMETER OF THE FRAME PLU5 FOUR FEET. ADJUSTCASTIN3fR.AMETOPAVEMENT SURIFACE USING RISER RINGS OR CONCRETE BLOCK$ PER STD. PLAN 400.1. 2. REPLACE LXCAVATED MATERIAL WITH AMINIMLIV OF8'CF CLASS'S" ASPHALT OR TO A CEP711 THAP IS 2" BELCW THE &C}TTOM OF THE UPPERADJUSTMENT RING WHICHEV€R IS GREATER OR AS APPROYLL] BY THE ENGINLLR PGI64,IC WORKS l' DEPARTMENT 13. 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. 14. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON PLANNING/BUILDING/PUBLIC WORKS DEPARTMENT AND THE LATEST EDITION OF THE WSDOT/APWA STANDARDS AND SPECIFICATIONS, AS APPROVED AND MODIFIED BY THE CITY OF RENTON IN THE RENTON STANDARD PLANS & SPECIFICATIONS. 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 INCHES ABOVE AND BELOW THE PIPE. 15. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER GASKETED ASTM D 3034, SDR 35, OR DUCTILE IRON CLASS 50, UNLESS OTHERWISE APPROVED BY THE WASTEWATER UTILITY. 16. IN UNIMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 6 INCHES AND MAXIMUM 12 INCHES ABOVE FINISHED GRADE OR MUST HAVE MINIMUM 2' DIAMETER CONCRETE RING POURED AT GRADE. IN PAVED AREA, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING. SCALE: VERTICAL: NAVD 1983 HORIZONTAL: NAD 1983/1991 I ONE INCH DATUM AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY Cl TY OF RENTON Plonning/Building/Public Works Dept. DEPTH ❑F CLASS "B ASPH.AI T TQ BE 2' 11-POW BOTTOM OF THE UPPER ADJUSTMENT RING GR A MINIMUM OF B- WHNCHEVER IS GREATER, 3 ALLJUINT5 BETWEEN THE CONZ. ADJUSTMENT RINGS, BRICKS AND FRAME SHALL BE GROUTED 4 ADJUSTMENT OF THE FRAME TO CJKA�UE S HALL SE ACCOMPUSHED WITH A COMBINATION OF ADJUSTMENT RINGS, BRICKS AND MORTAR ONLY BRICKS SHALL BF, SYAGGER€D TO CREATEA RUINING 64ND OR IM BOND THE I611LOF SHIMS 1S PRCHIMITED. TYPICAL UTILITY COVER ADJUSTMENT FOR PAVEMENT OR OVERLAY CITY OF RENTON DEPARTMENT OF PUBLIC WORKS APPROVED BY APPROVED BY APPROVED BY APPROVED BY 6d- err. w.r1w,�. ease �F� '411423 O FS SIONA L 3-3-/2-0/2-01- 2 (/l 0 U H- Z > Z � O N uj Q c/1 J a J LEI z x < Z w LLJ N J Z Q I-10 (D N N N 00 U Z Z 00 m N cfl r- 00 > Ir z Z Q I I w ui Ln Ln z 3 z Ln N .-.l Ln N Ln Z - Lli } W N Z Ljj N N J 0- - J 2 Q � z DATE = W �R c� DATE V� _ DATE 0 CON DATE SEWER NOTES AND DETAILS D 1 /20/2018 ASBUILT - ALLURA AT TIFFANY PARK FIELDBOOK MAINVUE WA LLC PAGE: DRAWING NO: 1 1110112TH AVE NE, SUITE 202 ui BELLEVUE, WA 98004 SHEET 60 GF 68 m S-39 12131116 co ASBUILT SEWER NOTES AND DETAILS co' FOR 0 ALL UlM AT TIFFANY PARK W PTN OF THE W1/2 8 SE1/4 OF THE SE1/4 AND PTN OF THE NE1/4, OF THE SW1/4 OF SEC. 21, BOLTHOLES - 3 PLCS EQUALLY SPACED 121' APART ON 213 1/16" C586rnM] ➢IA B.C. (SEE DETAIL) RENT0_N SEWER lux es us. COVED SE FRAME PLAN VIEW 2!5' DIA. 1635mr,)] 1" 3/4' F �257r1] C191nr1] 8 2 1/2' [2261^2rim Irl] C64r,r1] Tra COVER SECTION VIEW 26 1/2' DIA L673P1r1] 25 1/4' DIA FTE641mrn] 1 1 �116r 1/4' (614m) WA 1271rIIg] NEOPRENE GASKET 7t6' [15f Mr1] 3/8' DIA CL OPEN [16 �nT C594wlr9] 27 5/16' DIA L694mml 34 1/8' DIA COVER BOTTOM VIEW c3) &LT SOC, (ALLEN HEAD) s/ee-11 x 1.5 SS RUBBER 'WASHER EON BOLTING DETAIL 114' C6r1n1 � ;C27rnro] C3ron3 lrs• CR3mm3 GASKET GROOVE DETAIL 1867mml NOTES: FRAME SECTION[ VIEW 1. ALL COVERS SHALL BE LOCKING LID PER EAST JORDAN IRON WORKS INC, No, 3717C1 OR EQUAL. 2. USE FRAME AND COVER FOR STORM {SPECIFY "DRAIN" ON COVER), SANITARY (SPECIFY "SEWER"), OR WATER (SPECIFY "WATER"). STD. PLAN - 401 t PUBLIC WORKS MANHOLE FRAME AND COVER DEPARTMENT DECEMBER 2008 ai 0 U (n N 0 N N a) E a� a 0 0n 3 0 I N a 3 I Ln 0 0 Lo in CD CD CD CD (.0 Q (L J � TWP. 23 N., RGE 5 EAST, W. M. CITY OF RENTON KING COUNTY STATE OF WASHINGTON TEE OF APPROPRIATE SIZE a SEE NOTE 6 4� - "RELINER" BRAND STAINLESS STEEL ADJUSTABLE CLAMPING BRACKETS OR APPROVED EQUAL 90' BEND 3/4 THE DIAMETER OF THE DOWNSTREAM PIPE NOTES: 1. SANITARY SEWER MANHOLE DROPS ARE ONLY TO BE USED UPON APPROVAL BY THE WASTEWATER UTILITY SECTION. 2. ALL PIPES AND FITTINGS SHALL BE SIMILAR SIZE AND MATERIAL AS INCOMING MAINLINE. 3. MINIMUM SIZE MANHOLE FOR INSIDE DROP CONNECT10N SHALL BE 60" DIAMETER. 4. CONNECTIONS TO MANHOLE SHALL BE MADE USING GPK ADAPTOR, KOR-N-SEAL BOOTS OR APPROVED EQUAL. 5. WITHIN A 60" DIAMETER MANHOLE, THE MAXIMUM ALLOWABLE DIAMETER OF THE INSIDE DROP PIPING IS 12". INSIDE DROPS EXCEEDING 12" IN DIAMETER OR MULTIPLE DROPS SHALL BE REVIEWED BY THE WASTEWATER UTILITY AND MAY REQUIRE A LARGER DIAMETER MANHOLE. 6. "RELINER" BRAND STAINLESS STEEL ADJUSTABLE CLAMPING BRACKETS OR APPROVED EQUAL SHALL BE INSTALLED WITHIN 6" OF BOTH BELL AND SPIGOT ENDS OF EACH DROP PIPE. IF DROP PIPE LENGTH EXCEEDS 5 FEET THEN CENTER STRAPS SHALL BE INSTALLED WITH A MAXIMUM SPACING OF 4 FEET ON CENTER. BRACKETS SHALL BE ATTACHED UTILIZING STAINLESS STEEL EXPANSION BOLTS, MIN. 2 EACH AT CONNECTION POINTS. Y STD. PLAN — 402.2 �+ PUBLIC WORKS INSIDE DROP CONNECTION APPROVED: - DEPARTMENT FOR SANITARY MANHOLE j F N O r.eue DAtE 3' MIN TO 6' MARKER 10' JOINT PAD EL ER PLAN ,,—CO (TYP) IE=PER PLAN LENGTH & SLOPE #2 PER PLAN. 2% SLOPE MIN. 45% MAX 2 REVISED PER CITY COMMENT 1 ASBUILT NO. REVISION PROPERTY LINE o FU TLI RE 6" BUILDING SEWER PIPE BUILDING SEWER �21'x 4" STUD MARKING PAST PAINTED TEE WITH 6" SIDE OUTLET _j$°X8"k6 WE WHITE WITH THE WORD -SEWER' STENCILED SURFACE CLEAN OUT WITH CAST IRON RING & COVERIN 3" HIGH BLACK LETTERS AND #6 WIRE g {EAST JORDAN IRON WORKS WRAPPED AROUND THE STUD AND 2975 OR APPRQVED E4UAL, EXTENDED TO THE TOP OF THE STUD. SPECIFY -SEWER" ON LID, SEE STD. PLAN 403.1 FOR 6" SIDE SEWER AND BUILDING SEWER INSTALLATION) ACCEPTABLE PROCEDURES FOR SIDE SEWER CONNECTIONS TO MAIN LINES ARE AS FOLLOWS: A- VITRIFIED CLAY MAIN -- CUT IN A NEW SECTION OF SEWER MAIN WITH A NEW TEE USING FLEXIBLE COUPLINGS (FERNCO OR APPROVED EDUAL). B. CONCRETE MAIN - CUT IN A NEW SECTION OF SEWER MAIN WITH A NEW TEE USING FLEXIBLE COUPLINGS {FERNCG OR APPROVED EQUAL), G_ PVC MAIN - CORE -DRILLED WITH A RQMAG SADDLE {QR APPRQVED EQUAL] OR CUT IN A NEW TEE USING RIGID COUPLINGS, D_ DUCTILE IRON MAIN - CORE -DRILLED WITH A ROIMAC SADDLE {OR APPROVED EQUAL) E. MANHOLE CONNECTION - ALL GONNECTI6NS TO MANHOLES SHALL BE AT mmuFACrURIED KNOCK -ours O THE STRUCTURE SHALL E3E CORE -DRILLED- 60" ALLOWABLE 'MAX. FOR CAST IRON PIPE CR DUCTILE IRON PIPE. �qui 1: 3: 5 MIX CONCRETE ¢ �q G BLDGKIIdG � x � LAIN SLOPE 6" SIDE OUTLET TEE I SEWER S" MIN, MAIN CONCRETE BLOCKING ANGLE OF TEE AT MAIN OVER 25 ELEYATION NOTE: UNLESS OTHERWISE SHOWN ON PLAN, SIDE SEWER SHALL HAVE A MINIMUM 2.5' CQVER AT PROPERTY LINE OR 3-5' LOWER THAN THE LOWEST HOUSE ELEVATION, WHICHEVER IS LOWER. HORIZONTAL MAIN TYPICAL SIDE SEWER ELEVATI4hl t;s STANDAR7, SIDE SEVIIER MIXPLAN — 406.1 PUBLIC WORKSINSTALLATION(SEWER MAIN TO PROPERTY LINE) JANUARY 2013 53' R W �z � J VARIES VARIES SEE SEE VERTICAL BEND IE=PER PLAN SD PER PLAN 12" MIN IE 8" @ MAIN PER PLAN 10' MIN :PARATION �WATERMAIN VERTICAL PIPE #1 PER PLAN PER COR STD. PLAN SEWERMAIN 409. TEE CONNECTION 10' JOINT UE 1' TYP -3:Uj 11� _j PAD EL PER PLAN 5' CO (TYP) 6" SIDE SEWER SERVICE STUB VARIES PER PLAN 2% MIN IE=PER PLAN SANITARY SEWER STUB CROSSING DETAIL NOT TO SCALE SURVEYED: BCE DESIGNED: BJT BK 11/20/18 BJT DRARAG BK 11/2/18 BJT CHECKED: RAG BY DATE APPR APPROVED: BJT SCALE: ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1983 HORIZONTAL: NAD 1983/1991 DATUM 3' MIN TO 6' ALL 90' TURNS $HALL BE A"IDMPLWED BY MEANS OF A WYE AND 45' BEND. TWO 45' BENDS SHALL NOT BE ACCEPTABLE- 4" &END AS REOUIRED (NO MORE THAN 45' BEND), EVERY 2ND 4" GLEANOUT WYE 541Tti CHANGE IN DIRECTION OR GRADE 456ENO ANO PLUG. WALL REQUIRE A SURFACE T+ CLEANCUT WYF_ I I I W W W HOUSE HOUSE a 1 HOUSE `ll HQUSE a � a 3 C" MIN. 4" SE)%ER PIPE SURFACl_ t".LEAHOLIT G"z 6'.4 WYE 4" SDRFdCE CLEAHWT (TYPICAL} 4" SEWER PIPE, SEE NOTES 2 (SEE STD PLAN - 407) WYE 4 TTEE 3 WITH AND . I.4INIMUM LINE SI7f FOR EST 4" GLEANQUT PLUG FACE UP OTHER THAN SINGLE FAMILY IS 6" (TYPICAL) PROPERTY LINE. WYE W17H PLUG _ . _ I_ _PROPERTY LINE 3' MIN- 5". 4" REDUCER (TMCAL) MAIN SEWER UNE CITY OF RENTON Plonning/Building/Public Works Dept. a IF THE BUILDING 5E14ER SERVES AN'( FIXTURE HAVING a FLOOD LEVEL RIMS LOCATED BELOV THE ELEVATION 4 OF 174E NEXT UPSTREAM MANHOLE COVER OF THE PURLIC SEWER SYSTEM, A RACkFLOW PREVE1d116H o DEVICE SUCH AS CLEAN CHECK EXTEHDABLE In BACK*ATER VALVE OR APPROVED EQUAL WALL BE 7 m NSTALLED- 4" FLEXIBLE COUPLING (F€RNCO OR EQUAL) z 9 ZI SURFACE CLEANCAIT ® 4"x 4"st4•' WYE 4" PI PING PLAN BUILDING CA,a1N FOR LOW ELEVATION HOUSE MAIN TO PROPERTY LINE 5'-5" 5'-0- 'RCFER1Y LIME FROM THE HOUSE BUILDING BRAIN SNDE SEWER BUILDING S£VF_R 2'-6" 3'-0"k11N. T W �y GA Dump -A vEG Ot sA E � TA a j �np'I cq Oti Y ryY B CJ z mA 's n 6 �O m hh�99�Ci was � � � �x Z C3 � m c �5 �� 11 "n n m� B- ME o route Ko � �zj C �C ~ zro A r Z -1 omf�'70 :4 R I x' voAD.p B v A m Ln Am x a D Rev an�4� m r7 � c rn o ry NOTES: 1. Prior to Installation of a sanitary setter connection. a side -sewer perrnit must be purchosed from the Clty of Renton P4)bNC SVorks Deportment. 2_ Types of pipe and fittings that can be used for sanitary sewers sholl be approved by the Department at Public Works. Rubber or neoprene gaskets as speclFled by the manufacturer, shall be usa9 on pints, 3_ A minlmum grade of 2Z <1/4" per loot) must be maintained with 4` pipe. In the event a 27. grade cannot be maintained, the awmm must sign a Clty 6f R.&ntm grad.& redeam faun and then con Install 6" pups at a grade of 19. d. Side sewer, cull 24 hours in advoncv_ The For inspection of inspection phone number is on the side sewer permit. Site must be ready for inspec;Uon and roprmsontotive on 31te when hespector arrives at appointed time- Side 6ewar and stub OWN be Tested per City specifications: Make the connection at the house. Do not backfIll the ditch until approval is given by the inspector- Flnpl approval -.,I[ be granted agar the existing aeptic tonI4 has been pumped out and filled wilh sand. 5. Install side sewer with Z' minimum cower. 16" cover is allowed of the house if outlet is shallow. 6. If side sewer stub is not available. The owner shall be responsible far its lnstallation par standard drawing 406.1. AA work within street right-af-way shall be done by o licensed and bpndad agntragtgr, 7. All work shall be accomplished In occordnnce with the Washington Industries Safety and Health Act, (MSHA) tL All trench restarokion fpr side sewers In the public right -of -wary shall conform to the most current trench restoration requirements as In the Renton Standard Drawings. A. Ali building sewer and side =w-ers shall have bedding in accordonce with standard drawing 405, 10- There ah all fie a -In!-..- 10 foot horizontal separotlnm fie#wean zondory side sewers and water services and a minimum It fwt horlaontal separation b0ween sanitary side sewers and 9j other Utilities, CALL FOR LOCATIONS BEFORE Y00 DIG 48AR LOCATORS 1-8010-4-24-5555 PTJBLIC FYC]RK5 TYPICAL BUILDING SEWER STD. PLAN - 400.2 DEPARTMENT FROM PROPERTY LINE TO BUILDING CONNECTION SEPTEMBER 2012 CITY OF RENTON E:)EPARTMENT OF PUBLIC WORKS APPROVED BY APPROVED BY APPROVED BY APPROVED BY TA�k� pF W o Z z 4 423 p �� FS F�l SIE�� S14A L ECG 11/2.0/201 2 to cD U z> zW o gN LrJ J a ¢ Z x I-- Mz Z < w _jCV QCN P O CN CV 00 Z Z z 0) � 0000 ww C'4 Q I I w Z L0 Ln C' Z C4 �-..-. L(7 CV Ln Z — w w CN - Z C"4 C"4 J W Y U ( V� ° "ON/. sa�v% J 2 Q � Z DATE = LU fR C? DATE V� A v DATE b� �yJ ° CO DATE SEWER NOTES AND DETAILS D 1 /20/2018 ASBUILT - ALLURA AT TIFFANY PARK FIELDBOOK RAGE: MAINVUE WA LLC DRAWING NO: 1 1110112TH AVE NE, SUITE 202 Uj BELLEVUE, WA 98004 SHEET: wJ OF ww U 1<s,143191213T1 7