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HomeMy WebLinkAboutR-404211STA: 3 0.08,E �k 40 40 4O , _C1316, TYPE 2 48 F .STA.55+07.80, 24:04'R �1 iR�� rr rrsni� rwh���'��'�L� STA: 196+M54 Wry. E'-'WT CTR?JN S ;� ,44� �'�e=-.; 40 ( � _ .ter - --.-- �� ( AST) _ ,It 9'4 RiP PAP PAR r STA: 54+91.&0, 556t' R (EASE) _ S,A' 44-994X,11.62' (NORTHEAST)STA: 0+75.83, 1.36,E ' STAB: 7i+11,2,9, (11CIRT1rEAST) YARD DRAIN RIM = 27.08 � an,4-6--Q��;J�TTGZT � spa: 98+33,05 (w�ft. E's�dr crRuiJ€) �_ +,�, �8" N '- 421.58, CPEP S�"- 44 �74 ° 9 4� a STA: 44+79.38, 21.9 'R STA, 54+6126, 13,0' R (EAS ,- ( - _ _ _ fl -24.45 sT,a:a+s,3s,' a�r�aR1HEAsrj II.E. 18� (S) _21.68, CPEP YARD OAffV T' STA:40+55.81, 17.59'R l.E. -- 3.87 I wrre_ ES�dT CTur�Ej = AIOPOSE GFAIE EISrfPdG GRAD. � STA 94+�0.04, 0. Wry_ E'S7dT CTRLMIE) _ Q PROPOSED IDEWr1L}C CENTERLINE WATER, TYP, "T'"°-"T�'� CENTEf�LTfERlVE, TYP. STA:54+48.81, 1292'R F rrx, �n -7n - , z 0' o ti I IM = RZT� 5^ 25.67 PROPO E�7 GRADE + ti STA: 70.29, 12. (EAST) _ TOP OF FlT11NG EL = 24.3t HYDRAf1T TEE, C,o,R. W n I GRADE I'S 24.96 PROPOSED GRADE � �; STA: f, 11. 44. �h I lQAW, AQ, R (SDUTH) E�ISnNC BADE STA, PLAN 310.1 SHT C5.1 I.E. 8 N 2f.87 WARD DRAIN CENTERLINE, TYP_ CENTERLINE WATER, T P, � � CROSSING f'fI'E CI�ON+� JUST 1!OP OF FITTING EL = 227f 90' BENO CrNTERLINE DI�JVE TYP. �- STA:82+95.92, a23'R STk95+18.53, sT4, s+1 i. (wry, r 's T cl nrr) _ # I,E, 8 (5) 21.87 ! OELOW SIDEWALK DEPTH �� � C.A. R7iOF 152 � (WTI, ESi[T C1RUNE) = 5TA' 54+4t.77, 13.a' k (EASI� w� 0 39LF , ' WAL WA TD aL c. .S' WA L WaY Ta aL0G, 30 3O — - - -- — PT w + 30 } cre. ■��t n nn H T TEE, F 4.5 WALkWAY TO BLDc. I � � (xtE5R = A:46+99.26, a o LF ) •2o+24�n,1a STD_, 390.1 SFfT c_1 y F. 8u 98LF 4.5' WAL �+AIII Y TO 611M. �rh. �,� ,� �, ii l7' 70P FITT91GfEL. = 24.f 8" 0 CPEP u CPEP ._ _ _ - 6 0.50 80 CPEP 8 " 0 CPEP sQ' BEND Q - - I 0.509 sTk a3+96.15 - T. - PROPOSED? T2°0 STORM 132LF r {,O9Ea 0.50 TTTIING EL 2a1f `� — _ STA:85+23.69, a251 _STA: 95#93,80 ("IYTF2. E' T CT, UH6 Lf- C r.a. OeeTi�lTT STA: 45+99.b,1i 1 ' - STA: 52+24.00. .7 3. 0' R 18'0 CPEP O (WTR, E'SMT 01RUNE) = FlRE T CONN. f WATERATORY CROSSING Y 0� Cra, #siTf 3F .S�JDa�LY [1NE 1 0 86LF F 57V STA:44+71.49, 0.25 STA, 9d+58. 3 (WTR, E'skr c N) = 0.23X amO DJ_ HYORANT TEE, C.0R, STA: 50+88,331:13,0' R T2" D.1, WADTER MAIN STD. PLAN 310.1 SHT C5.1 - - - 1 w 8p CPEP @ O, D - WATERISTORM CROSSING �-•• � 0. � 0 � l � 73LF Z 20 — .. 1 " WAiE_R UA1N, - 20 20' T33 LE T8" CPEP SD - i - , -8��-'PEP -SD 20 o.15z ;r aa� �ST.: + A 83+81.46, a 'R 1 0.1 150LF STA' sa+i _es . (WTR- E'SWT CTRLANE) _ 17.29 R _" _wTx. E'SWT � TDREINE) = ��� __YARD p,p+ STA:43+37.33, STA:85+34.24�7?.10'R STA:50+81.44 24. L STA:5p+91.37, 21. 'R E'sMr c1R�tE) _ -0.08X Sl •40+ 46, 0.52,E s �; �.� (wESTj = D DRAIN #4, STA' �,v TEE STA** 13' CBj? 1, TYRE 2, 48 t T o, rY1aE 2, A:52+25,0.Z 4.92 R STA: 50+44.T4, 13,O' R (EAST) STA?l' (SOUTH) (1Y _ E'Slfr cri�RJNE) = ST,4: 841t6,43 C60. PE 2, 48 0 vERT1CAL ffiNiD ST& 98�61.71 C8 5, TYPE Y-L STA:23+93.88, 0.14R ��,�'y� ;�q ' 4 ;r i' �' b rr": ^' 41 �e '",SST (EAST) - srn:,sa#sa,a (WTT. ESUT crr nvE) _ ! STA•55+86.66 0.81 R ST 40+1 .11, 90, RENDST'At .48, 6.46,E = L'4' 25.07 STA: �STA:44+59.41, a57'R (WFR. E'S►Ii CTRUNE) _ ) - SfA: . rh. , p4 Mtn � nn''n (VR, ESMT CTDRLWE) ��, a� �n ' ZT 9. 'R CR, l4, TYPE T I,F 8n = 2,7 RIM =- 9 25.29 90, RDEFD OFFlTMGEL t9.7t sT,4: + a, 5 A:34+65.57, 0.08,E ,�-r�� ��°�°°--ram 2&0' Sri W63.52. 3 s' ,asr = T: '�°'��(E,43i) _ - STA: 23.57, 17.65 - -I -- PIM - 28.77 - .T.4: ^ . �7lI _ �- 26.6 STA. , 5. ,0 IN.E_ 8 - _ 3,2 YARD 00IN 5, s ATD`12 S L�R�A CD405 ltf ST4 70+94.34, 16.85':R(N TJ-t1<ASF (f40RTH) YAOD DRAIN #2, I.E. 8" (5) = 22, 78 r - R - RIH = 3- 30. 5 STA: 35+11. , 10.0A E. 181. (N) _ 20.99, CPEP GI3 , �Tl'PE 2, k S A:52+25.6 •jai . v r. 0 o Ri = - 6- 6- 26.57 J STA: e- a +,�, a" () = 23.2 E fSTIIJG GRADE I.E. 8 (E) - 20 62, CPEP �. 18" N - 20.74 1,E. T2" W) - 23A. CP 24.92 R A:66+1a34, 286'R I r _ 24.72 �. ) - I ( - E f TI I GRAODF �. i2� (} _ 21.52 CPEP RIM = 3— 24.95 RI = 09 25.43 (WTR, F' r C?R1Jr�) = CEf�TER�1f�E rYR. I.E_ 4 (�V) _ � 20 77 CPEP I.�. i 8a {�+) _ � 20.74 CP f.f. f8' � 5 STA. ss+5s,a� I.E. S. I - 21.85 CPEP I.E 8" N - 22.28 - STA:41 07, a10'L f.E_ 8" (N) = 23.70 PROPOSED G ADE � +_E_ 18- (W) _ �� 20 52, CPEP A () _ � CENTERLfNE, TYP_ RIM =46 66- 26.46 (WAR. E'SWT CTRUNE) I.E.I i 8" (S) = 21.52,CPEP M (:) - () - HYDRANT FEE, c-c-P-. I.. 4 (S) _ 9 26.75, PVC 20.97, CPEP PROPOSED GRADE 0 I.E. 18?" N - � 21.37, CPEP STA. 54+78. , 26,544 R (EAST CL I.E, 8R () _ F-68 22.15, PVC I_E_ 8- (.S) = 22.28 STD. PLAN 310.1 SHT C5,1 I.E.1� ��� = 23.70 Fc�f1IrE�LffvE, TYI}. --� TgR� CPEI� SD � e� �CEhITEI�LfI�IE, TYDa. I.E. 12" (�� _ 21.5s CPEP �DRTt�AL &MD t0 TO T 0.33% LE. T (S) = 1.21, CPEP 10 I'.E. 4" (E) = , 12 ZL26, PVC rD o co so ca ro na oa o rD m ,t sb rk n I.E. �� °a u3 r D c r ry Cal co Lo 0o « co Lr) ry o o ry r r. LC) L Uri i r t IM F uy r: r+ cv co c i M c so r-1 r osDO EN EN L" ' CN Le; LT"- . , ��; , . , << {,, , r , r} " C111�' rTweq (W 2296, PVC hick r� � r r` o O 40+00 41+0.0 42+00 43+00 44+00 45+00 46+00 47+00 50+00 51+00 52+00 53+00 54+00 55+00 56+00 01 "A�r,� PIRORLE WEST �y STOF IUD NOTES: p/'� PRORLE EAST 1_ ALL STORM STRUCTURES, PIPES AND FACILITIES ARE PRIVATE UNLESS OTHERWISE �JJD PROFILE NOTES. �� L CeIREMM DFiVE AME NOTED_ 1, FOR STORM SYSTEM PLAN .AND PROFILE *ITHIN MONSTER , HORZ_ 1"=5 2. MINIMUM PIPE COVER IS 2 FEET FOR CPEP AND 1 FOOT FOR D_1_ ROAD SW SEE SHEET C6.0 HORZ, 1�=5' "� s$>' ► � o f VERT. 1"=5' 3. VERTICAL SEPARART10N BETWEEN UTILITIES 0 GRO�bSINGS IS 1 FOOT MINIMUM_ PERT, T"=5' }ONAL {+ r 1VV JR I E K N OT E S 1_ MINIMUM DEPTH OF 12" WATER MAIN FROM FINISH GRADE IS 4 FEET_ MAXIMUM DEPTH OF WATER MAIN FROM FINISH GRADE IS B FEET 2_ SEE SHEET CS-0 FOR PLAN VIEW OF THE WATER SYSTEM 40 - CROSSINGS THAT ARE LESS THAN 1 FOOT MINIMUM SHALL PROVIDE ETHAFOAM PAD STA:51+97.55, 22.44,E PROPOSED GRADE 0 SHLIT OFF; VALVE WITH 28LF GENTERLIP4E DRIVE TYP. RISER A�11'� VALVE BOX 6_75 SLOTTED EJSrIG GLADE w RIM26.86 TRE�`JCI� DRAJIv CEN .! NE DRIVE, Vie � � 30. 1.14x -I 115 p CpEF 6.75 SLO oco 11 5.75" SLOTTED �TRENICH DRAIN 0 1.75% STA:54+87.09, 4.78,E >LF t H DRAIN 0 0.78% .5 TRENCH DRAIN (N STA:51+95.29, 94.43,E E ISTA: 52+23. �6"�' RJM = 8 ' A 9 25.75 20 _ I— TRENCH DRJ41Df� (�, _ - — 473E RIM--= 9- 25.7 CB 7A TYPE 1 W SOLID LID J.aE. 4" �S) _ ' 25.44 T": gs ' 0"9' 1.E_ 4" I(fV) _ ' 4 3, P "o CPEP �4. 95.95 L D STA:53+72.08, ' Rffui = 7� 25.81 f'E' 4 , I(S} _ RIM = �i25.78 „ - STA:50+81.44� .43 ,�. () - 25.05 3, r F 6,F (E) = 0.63xCI3#1 I.E. 12' E = z23-�z`L�3�23.PVC % TYPE 2, 48 0 OIL WATER SEPARATOR, - 4. 3, D.I. COI F YPE 7 $ I.E. 12 N = 23.43,C EAST = CTR DF SIFUCTURE FLOW DI'VERTOR ' I.E. 12 S = 23.58, PVC -- _-- SEE OET 3 5 ' 28.77 STA: 52+02.25, �A: to ' 19" 43 "' 9 ' ' 2231 L RIM = 8 26.82 D41I�i = � 26.83 22.32 L EXISTING CR,4Dq' f.E. 18" (E) _ 2e- 62, CPEP J,E, a� {!w) ; 23.43 P LE_ s" W) _ 4- 23.�' D.I. CENTERLINE, TAP. i,E. 12° (N) _ = 4 92-100-77, CPEP 4 I, E, 8 F - P 1, E. 6'" !S) _ 4r23. 3 PVC PROPOSED) GRADE 9 I. E. T ° Wv to () = � 20.52, CPEP D 0 0 5 - 16LF 8,0 PEP .SD � ;� LE. T 2" (E) _ - + 23.78, CPEP CFN TERLf N E, :TYP. 1.88 co 0){ LIq %t V- U cti raj 'i] �y co cD 'rj f,-� r l r,4 cal ry N ry r} r r Co c} rVQN cal GO N ry N cV N oo qj c J ry r- r: c*1 50+00 5'+00 52+00 53+00 54+00 55+00 PROFILE EAST W 40 30 20 56+50 30 20 10 14 � Y 4 PROPOSED GRADE 0 GEN:�FRLI`NE DRIVE, TYP. EWTING GRADE 9 I T_CLNTERLINF DRIVE, TYP. EXISTING GRADE WEAST RIDE CENTERLINE, TYP. PRDPDSED GRADE 0 EAST PIPE CENTERLINE, TYP. � 11 ti + . . . . . . . . . . . . 124LFL .8,v - - 1.55x EX, �0 2, TYPE T EX. CB11, TYPE I REPLA CE 4Y REpElkCF_---r - ST • 53+47.53, NEW TYPE T IN NEW TYPE i 99. SSR ST 52+23.88, 98.30'R64, 6? -99=- RIM = 3-4- 33.20 RIM = 66, 9? 35.46 30.50, PVC I.E. 8" (S) = 99.29 I.E. 8� (N) = -2 30.50, PVC I,E, '8' (N) _ 9--29- _I. 3242, P I. E..4 a (E) _ 38-5�- 30.57, PVC 69LFLF 8"O CPEP SO 4.83X ,EXfSTiING GRADE 11 CENTERLWE, 4. PROPOSED) Gf AOE 9 FCENTERLfNE, TYP. G68, TYPE 1-L STA: 54+16_23 97.05' R RIM = 99,99 31.85 I.E_ 8- (S) = P 27.1 , PVC 11. 12' (S VV) = P 26. 5, CPEP 82 DF 84LF 17 0 CPEP 50 0 6,484 6.06X C6 7, TYPE 2' 481O STA:52+25.62, 2 .92'R RfM = 26.46 f.E. 18" (N) = 9• �1-37, CPEP f.E. lZ (NE) = S 21.56, CPEP LIE- 78" (S) _ 21, CPEP f E A"l (E) = •26 PVC REUSE OF DOCUMENTS A0CCfMMKi SM WAC M-23-07C AND U WTER 19.34 RGS UNRIVOM xSFMrD>tfl ff err DF *t WNWOKIC ar M D WL MAJDAT THE =NOT. 4w WJrll ATOO me gpNxAK 111E MM AND DEWS i40MF TlD MGF AS M *aMVAaT OF THE PRWOVIM WMCF, IS THE PRUPER-H I F NWHA ,Id1E}99M AM D6 MDT TO K UW1. N W L£ 00 R WATT. FOR MY GTPV PMUT >tNUUt WMrrFN JOfEIOWAIIA UP Irf&M +g411EM TNNOVA architects 950 Pacific Avenue. Suite 450 Tacoma, WA 98402 I 253-572-4903 20 PROLOGIS I.E. 12' (W) = 96, PVC 12720 Gateway Dr., Suite 110 TukMa VVA 98168 co C O co r-� 1 ON 40 00 c � ca N CN Cq C 00 C' 0o � N r r N Nc4 206-414-7625 r V N CN N CN rV �D l 00-y 114 50+00 5I+CDC 52+00 53+00 , .00 55+00 56+00 56+50 S-404202 W-404202 R-40421 1 rkJM Ircw iUW LM. WA I =H Otr RECORD DRAWING NOTE: $. Ile H.ORZ T"= 50' IN COMPLIANCE WITH CITY OF RENTON STANDARDS HORZ, T =5f7 THIS CONSTRUCTION RECORD DRAWING IS A COPY -5' VED4T. i�=5' OF THEAPPROVED CONSTRUCTION DRAWINGVErRT TS URFAUE WATER UTILITYQP PREPARED BY INNOVA ARCHITECTS AND HAS BEEN WASTEWATER UTILITYk EDITED TO REFLECT ASBUILT CONDITIONS. THE dch ri t n 0 1 101 jfa rah 071 1 1 INFORMATION PROVIDED ON THESE RECORD DRAWINGS IS A COMBINATION OF FIELD SURVEYED INFORMATION AND DOCUMENTED FIELD REVISIONS. DEVELOPMENT ENGINEERING lo>NAL RECORD DRAWING kn o wh a# s b e l over. W CONSTRUCTED 03-15-2021 CaII before you dig. main 07/31/2019 M 1 REV15ED PER CITY COMMENT LETTER DATED 12/21 1 B JPE 04102119 MAWrM. SOW& YU Fay iM _ DAM I n . ' HwaoDfrr�: Few i9E3/�441 P R L I RENTON 11 16 18 REMISED PER CITY COMMENTS DATED 05 0.7f 19 JPE 06 03 19 �; 1 = 50 � CITY J. 3 REVISED PER CITY COMMENTS TO C2.0. C�_0 & C6. ,1FE OEfPif11� J. "Dry 601 MONSTER ROAD SIN FIEUXKKW- � ECTC P,4G� 4 REVISED PER CITY COMMENTS TO C6.0 JPE 06/25/19 UKWN. ,� , ,� s Record Drawing documents 03-15-2021 REVISED PER CITY COMMENTS TO NGPA & WALL HEIGHTS JPE 07f23f19 CH00CM DATUM S. Nelson ATfIM. W—Le Planning/Building/Public Works Dept. , . Dr Der W Dr NO, REOSION BY DATE APPR wwftem A000AWMY UTILITY PROFILES 11 " s1 W PROFILE EAR'