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HomeMy WebLinkAboutzW-4042Set0 z LU rr U) CD 0 .J O rr n r 40 f 40 40STA:21+34.14 0.231E - #2• TYPE T -L STA: 60+5205 8.23R STA: P1 1 44 eQ (NORTH) _ STA: 82 ;8,6X R (ENTRANCE) STA: 79.03, 4.3'L I RIM = 9-- 26.83 _ - srA_ .Q (� T- 0WI cT I.E. 8Q (kW) {f1 fSTA. �s+5. 7h CG r• Q' JIti LLTTTLI, 1a7bL 1.� SJ �' �l Z J509D•I•PROPOSED GRADE @ T� OF 45'& 22.5' JDS �()� r<, sTA:e2+95.92, 23'It 9-.. 8 .99 z, J.E. T (E) _ 6 22.40 PVC a,. ,� ,a CENTJLfE ORfVE (w. E'S�k1T GTiFCJr) =STA: 1.17, 4.31E STA; �,- {WT4, E'S6iT CTRLINE} = & STCR7 . TYP 9; '- 2 464" ` ""' . STA:22+5a9% 27 REMOVE E (- STA: 24.77, 1 'L STA. 1„ 25 90 T 1 Q' 6 (NOR TH) = 139 LF 8 "0 PVC 4, 08 `'EiRT, C�OSSdr1G FOR POLYPIORAG STA; ( STA:46+99.26, a23'R ' BEND 70P OF FITTING EL - 227t 151fNG GRADE ST4 80+5 -3r (wT-IE'srdT CFRLwR) = 30 --- - CENTERLINE. DRIVE STA. .22-+-4UZ,-35-i�LL- - 30 30 - STA:88t1 79.1% a STA, (INTR. E'SMT C-TUNS) = I CONNECT TO EXr 12' IWAIN 68 LF I I A-21 1, 10.5ASTA. 711Af 9;: 1; Q' I & STOR d, TYP, PROPOSED GRADE 0 8"0 D.t. so HYDRANT 1 S Cdt { CENTERLINE DRI'VE. TYP, .� Mgr Ok STD- PL�1�1 310-] �FfT C.5-t I T�P�FTTING-ELF 31.8t - - �ti -- __ + - - _ 0.49X LF 122 LF STA: 22+6120 8�°- > - 1.2u•..C. J SO �2" Dc�+Rs�C WATER SUPftY X 0.53 _ f 12' 0.1, WATER MAW � � 137 LF �2` CPEP D 4pbg 24 �TypcSTA: + 0.16X 20 2G•. 0+52.05, 18. 3 C8 5, TYPE I -L STA: 23+93.88, 0.10 Sy, �{yp6r py [r STA: 55+86.66, 0.81 R J r�; r�l Y'�Isl�� = Lir rIJ�L �-I. v �1 g� iQ ��� STA, �(�10�'TF�) - � �. �PROPOSED a STAI -�--� (ENTRANCE) STA:22+56.52, 0.24R S. TA. r� � 0 R BLDG 5EVE4 Rft _ -- 26.83 RIm _ 26.64 5500 `i, 0.0, 3ID .1.,34 PROPOSED. i " I.E. Sw 4V �6-2249, PVC 11, 12" ') - 21.75, CPEP Rf f = 5-6r 26.57 LAN 403.1 )- 12" (4V) - 21-CFIEP.52,CP r WATER C89 TYPE 1956 -rr t 18 S - 21 40 52 CPEP STA:60+12, 32041E �40 EX, SSMH 1, TYPE 'J, 48"0 STA. fit+34�'.y25 32-58' L RW ^ 4_49 ),E. 8" �W��S�= 16,39 LE. 12 - 16.14 J.E. 12" (E� = 15,84 I.E. 8" (NW) = 17.89 30 EXJSPNG GRADE @ CtNTE€ tJJgE DRJVE, TYP. I CT3!f3, TYPE 1-L STA: 61+20.22, 0.98'R STA; RIM f� 24.66 I'.E; 8" (S) _ .9@ 22.83, D.I. -.20 MONSTER TOAD PROFILE NOTES: -39 LF I8"0 PVC; 0 4,07 1. FDR STORM SYSTEM PLAN AND PROFILE WITHIN MONSTER f.E. 12" (E) =� 22.40 PVC Jm = r 29 23 20+59.47. 0.35E EXISTING GRADE 9 LE. 5- (N) = 19.25 F?Jfud = 26.42 CENTERUNE, TYIP, T,E. 8" (E) i6.a3 2289, PVC PROPOSED GRADE 0 PROPOSED GRADE @ 1,E, 8" (S) = 17.98 EXJSVNG GRADE 9 F-CENTER INE, TYP. CEf4TERLfNE :TYP CENTERLINE, TYP. u Iti Ln � cd C 20+00 2'tL�O 22+00 � PROFILE NORTH DIVE ARZ AI+D STOM AIM !-IGR . T�=50' 'lEf� T. 1 "= S' 'apt {PlJ€�LJC}, TYPE T-L �- :13+86.94, 1 5'L � DNSTER) _ • 72+76.97, 40'R S . _ -- _ ' .. (NORTHEAST) 23+DC 10 24+ DC TO f.E. 8 N = :17.98 110 cc Cy � IN C1 60, -00 E.°+L)0 61+75 PROFILE � T ENT � NCE NORM. T"=50' VERT. f m=5' 4.0.. f _E ..T.2" =29.90 28.75, CPEP 40 40 STA: 31+11.19, 24.01'R �.E- f " (N� _ 428.64, CPEP CB i6 Rf0-P VAULTY C8 17, TYRE 2, 60" 0 CTR, OF ``'T" E- AC ISS EXISTING GRADE 0 REPLACES EX. MH � SEE DETAIL SHT C3.5 C NTERONE DRIVE.' TYP. W SOUD LOCKING UD-,-F��,--r�p4�Q PROPOSED GRADE @ I STA, I ,s2 ST 30+98.81, 11.05'R Rl4f = � , A5. 1 CENVRLJN DRIVE, TYP. I (wTR, �'s�+T c r11�� = RJR = 3- 26.37 LE. 12" QIW ST/r72�7+:25 - - VERT GROSSING STA: 400+75.57 �,E- 18" (W) = 6 17. I.E, 8v E) = $, IN E�. CB f , TYPE 1 FOR PoiLypGCLING, c.c.rR. {mR, R'slur i 1RLtNE} _ LE, 18" (N) = � 17. , CPEP 19.92 SM. PLAN 300.1 & STA, 73+06-Ot S � 7?+ �8„59 16- i 1.E- 12 SE _ CPEP 1 RiM = 29.64 Boa-5 sHr c5.1 CONNECT TO Ex- i2' MAW LE, 18" (E})= 4 1 .67, CPEP i2`0 CPEP S I.E. TO" (E)=2 ,D I' 30 STA: 30+41.20, 5.25' L 3 �I 10 � ADS SD STA:89+61.96, 3.28'R w'� f5TORV CROS51% 0 0,31 � (". E'5WT CTRUNE) = _ STA: 29.4% 6.461E ' (50UTH) = STA., 3OtK9 5. 7,5' L STA- q8+0-71 (W7R. R'SkrT C7RUKE) = � � - - I Ex ��STA:40+3a46, a52'L �I--�>-9 (x�Es � �ynTERS�oRM c�os�ING STA: 70+94.34, 16,85' R (NORTNEAS-} = STA; 5+*83.52, 33.26' R-{EAST) - - : 13+95.T4 39,31' R (MONSTER) - 22:51-MIF- & VERT. BED 1 'UAA N STA: 731-11.34, 11,52' J� NORTh,EA-:.Ti I � IR 95 V 12p 4, , ( � � CPA SSA; 984-55.02 (UR, E'SIA7 CT�IINE) = Rim = 30.90 5D STA, 70+92-04 23.12' R (NCRT Ea ST) _ (PARKS DJ=PT,� PUBLrC 25 LF 12" (S) = 2�55 -- srA: 5++78,79, 28,54' R'(R sr) • LE 61 IZO CPEP SD I.E. 12" (W) = 28,40 - V RT BEND „ ROAD S SEE SHEET C6.0 STORM NOTES: 1. ALL STORM STRUCTURES, PIPES AND FACILITIES ARE PRIVATE UNLESS OTHERWISE NOTED, MINIMUM PIPE COVER IS 2 FEET FOR CPEP AND 1 FOOT FOR D.I. 3, VERTICAL SEPARARTION BETWEEN UTILITIES @ CROSSINGS 15 1 FOOT MINIMUM. CROSSINGS THAT ARE LESS THAN 1 FOOT MINIMUM SHALL PROVIDE ETHAFOAM PAD, DATE NOTES: 1. MINIMUM DEPTH OF 12" WATER MAIN FROM FINISH GRADE IS 4 FEET, MAXIMUM DEPTH DF WATER MAIN FROM FINISH GRADE IS 6 FEET. , SEE SHEET C5.0 FOR PLAN VIEW OF THE WATER SYSTEM. STA: 31+34.98, 6.97'R STA:90+75.72, 1.09'R- RI CJ 13, TYPE 2, 0u (wrR' I='SVT CTRLWE) _ STA:31+45.93, 141E r ' BBD TOP OF FITTING EL = 2&1f �2ffv� _ • 9 27.46 &__: (WTR. E'SMT CTR = STA:90+98.55, 01WR f-t- 18" (SW) = • • 819. , CPEP _.. _..__, ..-__' .. STA:31 t.24. 11.10'R CB TD, TYPE 2, 48"0 STA:50+9 .37, 21.86'R 4 19 6 CP 45' BEND RRORDS GRAQE� � f.1. 8" (W) _ 56 P OF FITTING EL'- 23.9t CEITEJLIIE T]RJI - • A:. hi i 764, a86/L & STORM, TYP. 5TA: �` ;6.99� ' R ' *'r S A-35+11. 0.021E {WTR- E'SMT CTRUN = EXISTING GRADE D HiM _ 3-30.15 7: •32+� 1a1 - ENTERUNE DRIVE ..E, jB (N) = �20.74, CPEP HYDRANT TEE. C,Q.q. �.E, �8 (4Y} - r�20.74, CPEP 5TD. PLAN 310.1 STORM, TYP. - T-05.1 i;-f=,- 4" (} =- 26.75, PVC 30 EL-25.61 _ - � - - - - STA: 4a04, MUM _ ��+ '1M-9; •,+e-FQ (41FR. E'SIkfT GTRtJMF)Iwo _ ' (SOUTH) = STA:35+02.89, 11.07'R ,;:-69,•;� 19-A' (EAST STA:50+7a29, 1289R 90' BEND TOP OF FITTING EL - 26.11 12' r�.r. WATU MAIN I STA. 31+55.5% 5,00' R PATER// TCRM CROSSIN( -8 0 D.J, 9� -23 L 12 0 ADS SD 0 3. 7 T 20. I- �.. _ STA: 7 +2 .243.08 20 �20 _.I R LF � 0 CREP SD @ @-�- 0.3312� 0.25% WATERISTORM EX CB 6 TYPE 2. 4B 0 4§&- L. 18"1 CPEP SD 9 � 0.11X c ns �r c 'MONSTER." ST 4+06.83, 5.41 L 157LF STA:32+91.39, 0.43'R STA:50+81.44, 24431E CB, ,TYPE , 8 STA: 07.80, .04 C612O (PARK DE✓'T ), T � � i 7 I 18"0 CPEP 'SD 4 ;i r v G6#1 T. TYPE 2, "� 47LF N Q fi�,F 6 , (f�{�RTHEAS 1 ' ST :72+87.85, 11. 9 R - - CB 1 , TYPE 2, 4$ E F391 .r (EA ST) = TYPE JI L F- t •48r� 1 � � C� � 5D � s - - TA: 0+�39.54 5.88'R i3,: G, -0.71X ti. +Tx- t�, , Q, 3 �„ �,r (EAST] 0.33X STA:70+75.83, 1.361 f4 TNEASr �, 6„ I+ - 31.42 'mp ._�[If,1 TYPE 2 7"T2� ( TA: 2+01.19, 446 'L z F 28.87 Cg14, �'P 7 ;,�� *LITTEf�- - �4rfuf = '� RIM _ �- 27.08 _._ - 2$:70 - - STA: "�9.9•'z F P4 :.> L-�►, r SOLO LOEf(fNG LNQ LE. T8 (E) = F-;19.94 CPEpRU = 28.69 28.77 XTS�NG GRADS " LE. 8 (SIB+) _ ANEW) „ I.E. 18 {N) = 421.58, CPEPV LE- 8" (`} _ 44-99- 1.16x I;E f8 (E) - 20.62, CP _ 27.05, D.I. -' - STA:40+1&11, 9.54 STA: ) f.E. T8" 4V - LE. 18" {S) = P#-: 21.68, CPEP STA: 98+a5-54 (WrR. r='SkrT CTRuNE) - _ = 3� STA:31+33.55 13.75 R () - 19.94, CPEP ; , - CENTERLINE. TYP. RI'M = 24�9•6 24.9 r I;E. T2' (N) = 24-•92-20.77, CP PROPOSED GRADE EVSTI� (; GRADE 0 PROPOSED GRADE 0 STA 79+1T-20, (NORTNEAST) = E 1 ( ) = .: REMOVED f E. 8„ (E) _ �- �1.85�CPEP' �19LF RW ." �27.51 f,E, � (S} _ 26.34, PVC 1 E T8" (1N) - 20.52, CP CROPOS D TYP. CENTERLINE, TYP- CENTERUNE, TYP. STA, 511+91AD, 5&6?' R (EAST) �,L �0" (N ' - - 68 18 0 CPEP SO 6 0 CPEP SD �.E. 61(w) = 4� r20.01, CPEP - TOI F 'BEND 1� t.E. 5" (N)T=: 9 9 � J.E. 18m W) = 4 0.01, CPEP ?0 CO #U-" � �= I 70+00 7T+00 72+00 73+00 73+25 PR0 LE NORTHEAST AAXC- HORZ, T"-5G�' VERT. 1 "=5. 6.69X J.E. 1 A (NE) = 19.81, CPEP r � c �„ C ��� CN W) 30+00 31+00 32- 000 33ry3+00 34+00 35+00 P " ORLE soum If 1 (3.1 CENTEMM DMI E Alm gn BAN r ` ` i " "'' RECORD DRAWING NOTE: '�E�4T. � =5 � THIS CONSTRUCTION RECORD DRAWING IS A COPY OF THE APPROVED CONSTRUCTION DRAWINGS PREPARED BY INNOVA ARCHITECTS AND HAS BEEN EDITED TO REFLECT ASBUILT CONDITIONS. THE CONSTRUCTED INFORMATION PROVIDED ON THESE RECORD gnaw what's �S�Vy. DRAWINGS IS A COMBINATION OF FIELD SURVEYED Call r r 1 REMISED PER CITY COMMENT LETTER DATED 12/2.1 18 JPE 04f02119 INFORMATION AND DOCUMENTED FIELD REVISIONS. I you � 2 REMISED PER CITY COMMENTS DATED 05 07/19 JPE 06/03/19 � ` Yam: ruwo �y� ff T�/ 3 REVISED PER OrrY COMMENTS TO C2.0, C6-0 & CB- JRE O6f 21 f 19 � 1 * = 50, ► zowrru rew ,yes �aa� C I I I F 4 REVISED PER CITY COMMENTS TO C6,0 JPE 06/25/19 J. Eovw J. "n h E � ` TO 5 REVISED PER CITY COMMENTS TO NGPA & WALL HEIGHTS JPE 07/23/19 oraAwn J. E J. Hein ONE nR� DATUM I �! �1 REVISED WATER DUALITY TREATMENT VAULT C3.0, C3.1, C3.4, & C3.5 JPE 08120119 CH00C c S. Nelsen ATRU E Planning/Building/Public Works Dept. K Nor Ow mom NO, REVISION By DATE APPR � �Y W RECORD DRAWING 03-15-2021 4 rl�l o>ta ,� �,,�'10 { REUSE OF DOCUMENTS W DOMMM W EUN 920 REGFRO &LT IN A0CTMMKi SM WAC M-23-07C AND U WTER 19.34 RC'A4 RIAUIIILY M ,ILifMM ff AM OF *t HANK aF TWS aOV" 1rlL M AJDAT THE T, 4w OrwKArpm me gp11AK THE MM AND DEWS i40MFMT1D MGF AS M *aMVAEMT OF THE FRgF{jV IUMI WMCF, IS THE PRUPE M ff NMI ,IdIC} gGIS AM 6 NW TI K urn, IN *KU 00 R WATT. FOR MY OTHER PMUT >tNUUt NNOV, architects 050 Pael#le Avenue.. Suite 450 Tacoma, OVA 98402 253- 7 ,490 PROLOGIS 12720 Gateway Dr., Suite 110 Tukwila, VVA 08168 20-414-762 00 U A M if, 10 10 S-404201 W-404201 R-40421 0 IN COMPLIANCE WITH CITY OF FENTN STANDARDS DEVELOPMENT ENGINEERING SURFACE WATER UTILITY is CF1 bbann warth 0 f 2912019 Ufa ra h 03130/ 01 I- z Lu Ir MTE; 0 PROLOGIS RENTN 9 i 1 1 18 01 MONSTER ROAD SIN FIELDSO°" Record Drawing documents 03-15-2021 P,46�0 puupiH{ r4. UTILITY PROFILES �`� � 10 1 CL STA: 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: $. Ile H.ORZ T"= 50' IN COMPLIANCE WITH CITY OF RENTON STANDARDS HORZ, T =5f7 THIS CONSTRUCTION RECORD DRAWING IS A COPY -5' VED4T. i�=5' OF THEAPPROVED CONSTRUCTION DRAWINGVErRT TS URFAUE WATER UTILITYQP PREPARED BY INNOVA ARCHITECTS AND HAS BEEN WASTEWATER UTILITYk EDITED TO REFLECT ASBUILT CONDITIONS. THE dch ri t n 0 1 101 jfa rah 071 1 1 INFORMATION PROVIDED ON THESE RECORD DRAWINGS IS A COMBINATION OF FIELD SURVEYED INFORMATION AND DOCUMENTED FIELD REVISIONS. DEVELOPMENT ENGINEERING lo>NAL RECORD DRAWING kn o wh a# s b e l over. W CONSTRUCTED 03-15-2021 CaII before you dig. main 07/31/2019 M 1 REV15ED PER CITY COMMENT LETTER DATED 12/21 1 B JPE 04102119 MAWrM. SOW& YU Fay iM _ DAM I n . ' HwaoDfrr�: Few i9E3/�441 P R L I RENTON 11 16 18 REMISED PER CITY COMMENTS DATED 05 0.7f 19 JPE 06 03 19 �; 1 = 50 � CITY J. 3 REVISED PER CITY COMMENTS TO C2.0. C�_0 & C6. ,1FE OEfPif11� J. "Dry 601 MONSTER ROAD SIN FIEUXKKW- � ECTC P,4G� 4 REVISED PER CITY COMMENTS TO C6.0 JPE 06/25/19 UKWN. ,� , ,� s Record Drawing documents 03-15-2021 REVISED PER CITY COMMENTS TO NGPA & WALL HEIGHTS JPE 07f23f19 CH00CM DATUM S. Nelson ATfIM. W—Le Planning/Building/Public Works Dept. , . Dr Der W Dr NO, REOSION BY DATE APPR wwftem A000AWMY UTILITY PROFILES 11 " s1 W PROFILE EAR' STA- 6o+61.,7, 43t PROLOGIS RENTON 9 N (E'SMT CTRLINE) _ Nt S7A:22+%98, 24 �,A,i 22 1 4 @ . ;�9, 26.92' E (NORTH) S7A:80+66.22, 16.62'L O VERTICAL CROSSING (MJxFL) FOR POLYPIGGING STA:80+71.61, 16.661 (E'SMT CTRLINE) = 601 MONSTER ROAD SW qtt 1-BLIND FLANGE ON TOP WITH 2" TAP AND 2" PLUG (E'SMT CTRLINE) _ S�-A! 222 1 62.99, 1$T3T (NORTH) STA:22+56.24, 1&42�L O 1-BLIND FLANGE ON BOTTOM 9;Ati-221�,491'6 (NORTH) 1.5" IRRIGATION METER, 4 A PORTION OF THE NW 1 /4 OF SECTION 24, 1-PLUG(MJ) WITH 2" TAP & 2" BLOW -OFF 1,2 STA:22+56.24, 1&60'L 2" WATER METER - C.O.R. STD PLAN 320.3 TEMPORARY BLOCK DOMESTIC SERVICE, 4 & BACKFLOW PREVENTION ASS'Y C5.1 TOWNSHIP 23 RANGE 4 E. W.M. 0 C.O.R. STD PLANS 300.1 & 300.5 C5.1 -C.O.R. STD PLAN 320.3 REFER TO IRRIGATION DESIGN FOR ADDITIONAL w-w_L�c-� _ C51 DETAIL AT THIS CONNECTION) CITY OF RENTON, KING COUNTY, WASHINGTON w SD -SD -SU-SD SD-SD-gp w - sD - w - w w _ \ 26 LF 12" SSMH TYPE II 48 c 1 -_w - - D �R RIM=26.36 _ w� ss - G w 12" ADS I.E. E=15.26' STA: 98+61.71 ss _ c c w\ poGJ 12" ADS I.E. W=15.46' (E'SMT CTRLINE) = - s SD - D - SD - SC�- S c G w _ P GJ STA: 54+83.52, sty so = sD - - - sp _ s _ - 33.26' R (EAST) = _ E66 LF STA: 70+94.34, ss ss _ ss ss _ ss x�'�pwgTf so / �� r DOMESTIC LINE 16.85' R (NORTHEAST) STA: 100+59.20, 3.86' R N /R 1 - 12" MJ 22.5' BEND A (E'SMT CTRLINE) 1 - THRUST BLOCK STA: 72+84.86, 3.86' R c w (NORTHEAST) J 1 - 12" MJ 11.25' BEND z w w T STA: 98+85.54 (E'SMT CTRLINE) = 1 - THRUST BLOCK SSMH TYPE II 48" I 2 w STA; 54+91.80, 55.61' R (EAST) _ O RIM=22.85 N SSMH TYP II 48' � '� � 3 s 12" CE LIN OF S STA; 71+11.20 (NORTHEAST) 12" PVC I.E. E=iD.10' s° RIM=24.17 PR PO E WATER MAIN �: c w _ STA:100+42.90 12" PVC' W=18 7' TER c \ w� / 1 - THRUST ST 4BLOCKND ( ) 8" PVC I.E. S=17.00' �, 99 LF 12" c E'SMT CTRLINE _ z N TOP OF FITTI OL = 22.7t- >z PROPOSED w I I STA:82+95.92, 0.23`RTER _ D.I. WATER 2 � �/���y,� w w P STA: 72+68.56, QTA. oP + n& , o (E'SMT CTRLINE) = 15'�W TER_, 1 �C k, \ (NORTHEAST) N " 99.26, 0.23'R 9�-'F�99 (WtST) = SEMENT C5.0 w P c 1 - 12" MJ 11.25' BEND/RIM=287.45 PE II 48" • - - - - 1 �T;r�9;z�.Q�1a6 (NORTH) S`ji 1 - THRUST BLOCK24.77, 10.W'L 1 - 12" MJ 90' BEND -----_s .E. S=15.15' - - r� li 1 - THRUST BLOCK - \�ins� P P V SSMH P11" I I 1 2 NORTH RM=4.5 O 12" PVC I.E. E=15.84" I I -;7 I; 3 0 9 0. w _j sD O 12" PVC I.E. W=16.14' N I N J I c w� " PVC LE. E=1 7 9 ' I / s w� yo I.E. NW=17.89' N U w N o 1 ♦ ` STA: 88 1 88-6 -STA:80+79. 2 \ \ NEW FDC ASSEMBLY 3 I U (E'SMT CTRLINE) - c>\ CENTERLINE IZ NEW FIRE HYDRANT ss s D STA: 85+23.43, 20.08' R o ROVIDE 8" FIRELIWE I Z N c� STA: RTH c POSED WATER MAIN o (E'SMT CTRLINE) _ (DESIGN BY FIRE I Q ASSEMBLY PER 3 ( \ c \ w STA: 44+71.75, 20.08' L WEST I C.O.R. STD. PLAN � 1 - 12" MJ 45' BENDS .21 10.75 \ (WEST) PR TECTION ENGINEER) o X 310.1 C5.1 ` 1 - 12" MJ 22.5' BEND G w I .71 I STA:81+79.18, Q � RIM=23.71 I 1 2 -THRUST BLOCK � �� 8" PVC I.E. N=18.11' I o Z (E'SMT CTRLINE) _s°\ \s A W (NORTH) c U _ - a 17 LF 12" A NEW FIRE HYDRANT N L- - - - - 1 - 12" FL x 6" FL TEE STA:21t41, 10.52'L G ASSEMBLY PER 3 W M► 2- 12" GATE VALVE (FLxMJ) D.I. WATER w C.O.R. STD. PLAN 1 - THRUST BLOCK70P OF FITTING EL = 21.8f 14 \ �° 10t LF 12' \ 310.1 C5.1 I 1 - 6" GATE VALVE (FLxMJ) � D.I. WATER STA:85+3424, 2.10'R -3 12 1 - FIRE HYD. ASSY S1 81+79 14'R KEY NOTES: U RELOCATE EXISTING UTILITY VAULT. COORDINATE WITH UTILITY PURVEYOR. APPROXIMATE RELOCATION SHOWN SUBJECT TO FINAL UTILITY PURVEYOR APPROVAL. SEE SHEET C6.0 FOR LOCATIONS. O ] REMOVE EXISTING POWER POLE. co SEE GENERAL NOTE #1, THIS SHEET. 0 3❑ REFER TO BM P NOTES, KEYNOTE #12 O AND DETAIL 4 ON SHEET C5.2 FOR 00 SOIL CONDITIONS AND EXCAVATION r WITHIN THIS AREA. (� ® REFER TO BMP NOTES, KEYNOTE #13 AND DETAIL 5 ON SHEET C5.2 FOR SOIL CONDITIONS AND EXCAVATION WITHIN THIS AREA. _41- Nego ZONAL RECORD DRAWING 03-15-2021 • MCCOC WATER STA: (E'SMT 29 LF 12 \ MINIMUM REQUIRED VERTICAL SEPARATION BETWEEN UTILITY PIPES AT CROSSING IS 1.0 FEET. STA.44+59.41, (E'SMT CTRLINE) _ FIRE RISER ROOM CTRLINE) = S�{ Za '' � D.I. WATER ,)� 10 �O 0.57'R (WEST) ETHOFOAM PAD SHALL BE PROVIDED BETWEEN UTILITIES PIPES AT CROSSINGS WHERE THE 1.0 FOOT 70P OF FlT1Nri� 1 - 12" MJ 90' BEND ® y26LF 12" D.I. WATER NEW WALL MOUNTED STA:21+41, 1& 72 ® 6 �O EL 19.7t T 3 I PIV ASSEMBLY (DCVA 8 LF 6"0 CL52 D.I. 13 w�TFR `� '�`j VERTICAL SEPARATION IS NOT AVAILABLE. v �o 32791 �- ' 1 - 12" GATE VALVE (FLxMJ) o STA:84+16.43 INSIDE RISER ROOM) STA:98+33.05 �2�3 ood\�- --. .?s �Issse• Gti 1 - THRUST BLOCK N 1 (E'SMT CTRLINE) = STA.83+81.46, 0.04'R (E'SMT CTRLINE) _ �; �,� ss \ sv `SjONAL O� so STA'.85+23.69, 0.25'L o 1 I STA: 45+78.75 (WEST) (E'SMT CTRLINE) = STA: 54+63.26, 1 • �0 3 So �' O CTA. 86 , 23 A Z (E'SMT CTRLINE) _ ' I 1 - 12" MJ 90' BEND CTA_ AC , , Z \ _ �lI (WEST)STA:46+13.72, 1104'1113.00' R (EAST) = 14 LF 12" STAR 71.49, (WEST) o 1 - THRUST BLOCK 1 - 12" MJ x 8" FL TEE STA: 70+84.39, D.I. WATER ; 1 2 12 Sc p `J so so TOP 1 FITTING 1 - 12" MJ x 6" FL TEE 1 - 8" GATE VALVE (FLxMJ) 43.72' R (NORTHEAST) I .1. WATER oc SSMH TYPE II 48" \ EL _ 20.it 1 - THRUST BLOCK I 1 - THRUST BLOCK 1 - 12" MJ 45' BEND I I RIM=28.51 1 - 6" GATE VALVE (FL x MJ) 30 LF 8"0 CL52 D.I. - THRUST BLOCK 1 �G° 12" PVC I.E.E=14.31'�'\�_ so STA:85+23.31, STA-98+1&61b MD - I _ 10.55'R 1 - FIRE HYD. ASSY I SSMH TYPE it 48" E'SMT CTRLINE - I I ° 12" PVC I.E. W-1 A z,1 (E'SMT CTRLINE) _ FILLED WITH WATER ) I �` 3 A / ��\ T J q \ STA:54+48.81, 1292'R � 8" VC S�„=-44 1 ;Z!-�§19�6 (WEST) I RIM=25.11 I TOP OF FITTING 1 - 12" MJ x 6" FL TEE STA,44+71.87, 10.551 10 LF 6"0 CL52 D.I. 8" N. I.E.=18.07 EL ' 24.3f 1 - 12" GATE VALVE (FLxMJ) CONNECT TO EXISTING 12" MAIN j 1.5" IRRIGATION METER PER CHANNELED � HANNELED TOE & S. I � � .C.O.R. CH pOFNT 1 - THRUST BLOCK I 3 I F PER C.O.R. STD. PLAN 300.1 STD. PLAN - 320.3 1 - 6" GATE VALVE (FL x MJ) I b STA:100+80.19, 4.61' R (E'SMT CTRLINE) PROPOSED 15' WATER EASEMENT 1 - FIRE HYD. ASSY 1 STA: 73+05.84, 4.61' R (NORTHEAST) � STA:98+18.94� 16.74'R I � I \ J N 12"x12" TAPPING TEE (MJxFL) - -- 25�7 LF 1 .ee' � (E'SMT CTRLINE) = 1w � � p I - - - - - - - D.I. W T R STA.86+1Q34, 286'R PROPOSED 1Q 1 �, ' 12" TAPPING GATE VALVE (FLxMJ) STA:54t49.14, 29.74'R 9 LF 6"0 CL52 D.I. 3 I I o TEMPORARY PLUG (MJ) WITH 2-INCH TAP CENTERLINE OF (E'SMT CTRLINE) = STA.41+13107, 0.10'LBUILDING AND 2-INCH BLOW -OFF ASSEMBLY T PROPOSED WATER MAIN (WEST) 762,550 SF NEW FIRE HYDRANT PROPOSE 15' o I I CONCRETE BLOCKING 1 - 12" MJ x 6" FL TEE ASSEMBLY PER 3 WATER EAS MENT I I NOTE: NEW WATER MAIN TO BE INSTALLED _ W w FF - 29.78 C.O.R. STD. PLAN I° - 12" GATE VALVE (FLxMJ) _ C5.1 `� I � � I �I BETWEEN 6 AND 8 FEET FROM THE CENTERLINE J 1.5" IRRIGATION DOUBLE 1 - THRUST BLOCK ILL \ OF THE EXISTING STORM LINE AND STRUCTURES CHECK VALVE PER r t^= 1= - IE V x MJ 1J I I C.O.R. STD. PLAN - 1 - IRE HYD. ASSY o 1 I ; 1 C.O.R. STD. PLANE- 320.3 4 / 340.8 • INLET INTO 8' 3 - STA:86+10.35, 1Q10'L CENTERLIN OF I `� I I ;; STA: 100+70.20, 4.25' R (E'SMT CTRLINE) = C5 1 C5.1 C5 2 architects S CTRLINE = TOP OF FITTING EL = 24.8t PROPOSED WATER AIN I STA: 72+95.85, 4.25' R NORTHEAST - - - - - - - - - - - - - X 200 SWALE 5.0 ( ) 88' R+(WEST 128TR I I ' N �. PER C.O.R. STD. PLAN 3 0.1 ) 2.0" RPBA IN "HOT BOX" ' ` � (WEST) STA:95+18.53, 1.38'R � I "; � PER C.O.R. STD. PLAN - 350.2 4 CL52 D.I. (E'SMT CTRLINE) = 12 1 I �. VERTICAL CROSSING (MJxFL) FOR POLYPIGGING /• 1 L I STA:51+4&72, 1&31'R - - -- SD D SSMn i ii-�-n -ro .: - - I 6"0^ PAII I ' p ! 1-BLIND FLANGE ON TOP WITH 2" TAP AND 2" PLUG C5.2 950 Pacific Avenue, Suite 450 RIM-24. 9 _ NEW FIRE HYDRANT 1 - 12" M x 6' FL TE 1-BLIND FLANGE ON BOTTOM (FULL OF WATE) - ASSEMBLY PER 1 - 12" GATE A E7FLxMJ I I ' 1-PLUG(MJ) WITH 2" TAP & 2" BLOW -OFF II II C.O.R. STD. PLA 1 - R ST BLOCK � _ � _ _ � :; J I -• I 1 TEMPORARY BLOCK 2.0 DOMESTIC AND 1.5 IRRIGATION METER Tacoma WA 98402 SEE SHEET C5.0B FOR � 3 I-�' I 1 � AS BUILT WATER IN 13 3101 C5.1 1 - 6" GATE VA V (FLxMJ) Ti FORI : 1 NTS 253-572-4903 STA:91+76.64, Q86'L STA:95+an. 1&01'R 1 - FI YD. ASSY I ; THIS AREA. STk32+ 4% 1 zlt (E'SMT CTRLINE) _ (E'S T TRL - X _ 1 i IN I I o� ► GENERAL NOTES: I I 1D53 ELF R 1 - 12" FL x 6" FL TEE STA:51+48.98, 28.01'R 9 LF CL52 D.I. - " 1 1 II I WATER KEY NOTES: 9�,1 48" 3 NV 13 1 IClient: STA.89+61. Rµ26ii 2 - 12" GATE VALVE (FLxMJ) 1 if T7 ALTO tom. 1 - THRUST BLOCK I 11 8" PVC LE�N=19.99'�6� � I � 1. SEE SHEET C3.1 AND C3.2 FOR UTILITY STA:40+30.46, Q52'L W. 11 1. 2009' -` _ I 1 - 6" GATE VALVE (FL x MJ) 2 I I I I I I 3 I PROFILES. INSTALL 12" TEMPORARY END CAP AND TEMPORARY BLOCKING ON pnu A STA:91+76, 5.01'R 1 - FIRE HYD. ASSY 5•0 III EXISTING 12" WATER LINE (BY CITY FORCES). PROVIDE A MINIMUM 1po I (E'SMT CTRLINE) = 13 I 3 OF 5 FOOT SPACING BETWEEN END CAP AND NEW WATER LINE STk30+29.46.6•46� ° N I I 2. CONTRACTOR SHALL ADJUST EXISTING STA:89+63.17, 2.77' R , ST •32+�•28' 1OPO NEW FIRE HYDRANT , INSTALLATION FOR TEMPORARY BLOCKINGS. FINAL CONNECTION TO ° TOP OF FITTING EL - 25.6f5 LF 6"0 CL52 D.I. PROPOSED 15' ASSEMBLY PER I I I ; UTILITIES AND APPURTENANCES THAT REMAIN EXISTING WATER LINE TO BE DONE BY CITY FORCES AFTER (E'SMT CTRLINE) _ WATER EASEMENT C.O.R. STD. PLAN 3 00�0 I II I I I TO FINISH GRADE WITHIN THE PROJECT STA: 40+29.25 (WEST) = N y 3 - 13 78 LF 12" 263 LF 12" 310.1 3 COMPLETION OF INSTALLATION, CLEANING, TESTING AND DISINFECTION STA: 30+30.00, 5.25' L (SOUTH) 115 LF 12" C5.1 I / BOUNDARY AS NECESSARY. I. A 4 3 I / 3. ALL MECHANICAL JOINT FITTINGS AND VALVES OF NEW WATER MAINS. 1 - 12" MJ 90' BEND I _ _ _ _ /�► V' - � I F 12 - - - cs � 78 LF 12' D.I. WATER I C NG N ' �' �2 EXISTING METERS ARE TO BE REMOVED AND REPLACED. NEW PROLOGIS 1 - THRUST BLOCK o I 5 D.I. WATER � I SHALL HAVE RESTRAINED GLANDS EQUAL TO 8 HIS CO ST I!0 RE D DRAWING IS A COPY MEGALUG SERIES 1100 IN ADDITION TO METERING NUMBERS WILL BE ASSIGNED BY THE WATER PURVEYOR N - OFTHEA P OV DNS UCTI NDRAWINGS CONCRETE THRUST BLOCKS PER CITY OF 1272E Gateway Dr., Suite 110 - SOUTH - - - - - - - J 1 /// REPAR Y NO A C ITEC S AND HAS BEEN RENTON STD PLANS 330.2 AND 330.3 ON AFTER INSTALLATION. NUMBERING OF THE EXISTING METERS IS AS Y y - ---- - --- ---- I I FOLLOWS: - - EDITED EFLECT SB I CO DITIONS. THE SHEET C5.2. DOMESTIC: 3" - RADIO #154771030 (#006360 COR MAPPING) Tukwila, WA 98168 SSMH TYPE II 48"� so - s� - SD so INFOR M PROVI ED THE E RECORD 4. WORK ORDERS WITH THE DRY UTILITY - - - __ _ ='r ' - J FIRE: 10" - RADIO #15494768 (#006361 COR MAPPING) 206-414-7625 - DR S IS M INA 1 N OF FIELD SURVEYED RIM=24.56 � �-- � - . _ . --- - '. �_ PURVEYORS AREN'T AVAILABLE AT THIS TIME / �- I " / 7 ° /� L-- _ __ • 0TR -�_� ��\; LDREVISIONS. AS THEY'RE IN THE DESIGN PROCESS. 8" DI I.E. E=20.81' 4 ��� M b D CU NTE FIE 8" PVC I.E. SW=20.56 1 N /� -CEN7ERLlNE..OF_ (E'SMT CTRLINE) CONTRACTOR TO COORDINATE WITH THE S-404203 8" PVC I.E. N=20.36' 5.0 ss o �/ €O WATER-MMN = STA:35fO2.89, 11.0TR -� OTHER UTILITIES PRIOR TO CONSTRUCTION. I _ST��X29, 12.89'R -� I - DISCEPANCIES SHALL BE BROUGHT TO THE W-404203 SSMH IYPE II 48" 1 - 12" MJ 90' BEND�� ATTENTION OF THE ENGINEER AND CITY OF R-404216 RIM=25.03 STA:9go 10+75.72, 1.09 _ ��_ 1 - THRUST BLOCK' r _f RENTON FOR REVIEW PRIOR TO 8" PVC I.E. SE=20.93' I I /� / . 8" PVC I.E. W=20.73' (E'SMT CTRLINE) _ - I - _ _ _ = TOP OF Finn EL - 26.1f 3 CONSTRUCTION. IN COMPLIANCE WITH CITY OF RENTON STANDARDS 1 REVISED PER CITY COMMENT LETTER DATED 12/21 18 JRE 04 02 19 • SSMH TYPE II 48" A; -_ 3 CROSSING TABLE CROSSING # FINISHED GRADE PIPE 1 PIPE 2 DIFF 0 26.40 12" DI WATER 8" PVC SEWER IE=20.60 CROWN=19.27 1.33' 0 26.19 8" CPEP STORM 8" PVC SEWER IE=22.85 CROWN=19.42 3.43' 0 26.32 12" DI WATER 8" DI STORM C ROW N=21.42 I E= 22.67 1.25' ® 27.81 12" DI WATER 18" CPEP STORM IE=22.71 CROWN=21.44 1.27' 50 26.41 12" DI WATER 18" CPEP RD IE=21.31 CROWN=20.59 0.72' * © 25.26 12" DI WATER 8" CPEP STORM CROWN=21.26 IE=21.69 0.43' * 70 26.23 8" CPEP STORM 18" CPEP RD I E=20.96 CROWN=19.47 1.49' ® 29.69 12" DI WATER 18" CPEP STORM I E=23.36 CROWN=22.36 1.00, 90 26.46 2" DOMESTIC WATER 12" CPEP STORM IE=24.21 CROWN=23.13 1.08' 10 31.46 12" DI WATER EX. 10" STORM ADS CROWN=25.56 IE=27.08 1.52' 11 28.61 6" DI WATER 18" CPEP STORM I E=24.03 CROWN=22.54 1.49' 12 26.84 12" DI WATER 12" CPEP STORM CROWN=22.84 IE=23.58 0.74' O3 28.08 6" DI WATER 18'' CPEP STORM CROWN=20.91 IE=21.41 0.50' 14 27.75 12" DI WATER 18'' CPEP STORM CROWN=20.97 IE=21.47 0.50' H H _0 2 REVISED PER CITY COMMENTS DATED 05 07 19 JRE 06 03 19 , RIM=25.81 1 - 12" R 45' BEND I NEW FIRE HYDRANT I ® DEVELOPMENT ENGINEERING 8" PVC I.E. NW=21.26' � � � 1 - THRUST BLOCK I1 � � l f I I'` ,� �I ASSEMBLY PER 3 REVISED PER CITY COMMENTS TO C2.0, C6.0 & C6.2 JRE p6 21 1g is z 8" PVC I.E. SE=21.36' 1 I f ; C.O.R. STD. PLA 3 4 REVISED PER CITY COMMENTS TO C6.0 JRE 06 25 19 Bbannwarth 10/28/2020 SEE SHEET C5.0B FOR i I II 310.1 C5.1 5 REVISED PER CITY COMMENTS TO NGPA & WALL HEIGHTS JRE 07 23 19 3 O �J STA:90+9&M 0.29'R 6 REVISED WATER QUALITY TREATMENT VAULT C3.0, C3.1, C3.4, & C3.5 JRE 08 20 19 ------ _yam,/ I ' AS BUILT SEWER IN II (E'sMr CTRLINE) _ / 7 CONSTRUCTION COORDINATION SET JRE 10 21 19 VN 0' 25' 50' 100' Know what's below.Z THIS AREA - E_u 4s" `^ / // j1 - 12" MJ 45' BENDSTA:31+61.24, 1110'R 8 CONSTRUCTION COORDINATION SET - PSE/SDWLK REVISION JRE 12 20 19 ' ' RIM=28.50 / / �� / / 1 - THRUST BLOCK 8A REVISED WATER CONNECTION PER CONFLICT WITH HP GAS MAIN STN 10 30 19 CCNUMUCTED 1"-50' Call before you dig. 8" PVC I.E. S=22.40' / ��� ��� TOP OF FITTING EL - 2&91 9 PSE/SDWLK REVISION CITY COMMENTS C6.0 & C6.2 JRE 1 14 202E 8" PVC I.E. N=21.90' / / / / 10 CONSTR. COORD. REVISED ROOF DRAIN CLEANOUTS, ADDED CB#7A JRE 1/16/2020 SUS SCAB. VERTICAL. DAMMVD I • PROLOGIS RENTON 9 i/i 6/1$ 11 REVISED WATER SERVICE LINE TO BUILDING JRE 5 13 2020 DESIGNED; 1 ~ = 50' HORIZONTAL: NAD ieea/�eei \, CITY OF 601 MONSTER ROAD SW Fl°-DBD°"' 12 REVISED ADA RAMP DETAIL 2, SHEET C6.2 JRE 7 24 202E J. Eaves/J. Hein � RENTON PAS � 13 REVISED UTILITIES FOR TENANT IMPROVEMENTS JRE 8 27 202E °R"w"` Record Drawingdocuments 03-15-2021 J / / J. Eaves/J. Hein ONE INCH DRAWING N0' 14 REVISED PER CITY TENANT IMPROVEMENT COMMENTS JRE 9/15/2020 CHECKED: DATUM Plannin Buildin Public Works Dept. COMPOSITE STORMWATER DRY UTILITIES C5.0 C O S. Nelson AT FULL SCALE (�/ (�/ P 1 J • O IF NOT ONE INCH VV i NO. REVISION BY DATE APPR Amw&D: SCALE ACCORDINGLY SANITARY SEWER, WATER & FIRE PLAN SHEET: 1s Of'. w W V J 0 z LU co 0 0 0 rr LO 0 R T3:al1rlG 7F'Jly I II T,1 T*f4i TEE (IrAn; TVPVNG 4ATE VAL%C (FL V J) TILLIWC74OY PLUrA AIDS IM TH u MCI Ttr AAMZy��,iy-MITI}'+ QLyO/Ir—arr ASSCNWVI DDN MET[ ikoxm A IET4.. �.1 �pCR I aryE TEI UCAL CftSSprjkrL1 FOR FKILiPP0014 1-BEM PLANM #1 IUP +MTh 7' IN *'VI>' T PlUd 1-RL/10 FLAkOt ON @Crt kF ri1tA1 CS7wwiC'{All OC'AIL 1 ;&w eL WA-Ee illy I if'EE3t Ak ._ QLAhtW; O'OLT94:ti PRESS1�`_ M5 -AG A MD D1 cT 3R£NME MOPWAV EL= ✓t 211LOW-Eff TRAIT CCrlwcl 10 VJW.IA ATH 03. S� (PTO Q DF SNOS + 44L TTv ID M Ow- OeOFAX$ HO'E5. -AWNG rm SHALL BE UAW- Cr rAV RUN, Opmr am w EPOSI-4MTM 57M� 9ffi3 AW M:75 WA_ GE CIF -'?I ALL 3EE3 tk40 "LR= 01+4._ 9t WfATE9 YE_=TtD EIEPt�# TA, L�. NO SLM 3Y4 SIZE TAPS ?7Ff CASIr-RM I WTL? LI EYL TAP Sf".Fa_L HE AT LEA51 2- 9U•L.LrR LLAME-ICa 'I'M T+IE txi.-M C U+9.& 3. NO %Et TAP OF. 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Ut CAS7-M4F1 CMAL-M CLYWr rOl NDARY WANSM 4DNT5 UJST a IWALLER 19' MINIYLIU rW W.%I-. lam or WlEk M. PUB1.1[' YI€IRE.- 2 AND 1 ',," 1 ATER SERVICE LOCATED SM, PLAN - WO.3 l)EPAP7ME.,�T IN RIGHT OF WAY BEHIND SIDEWALK AND 1 2. R WATER SERVICE H.T.Q. TESTING DETAIL ±10 FT I riEW WATER ONE EXE5nNC TEE. DVO ErYrG LIKE. CAP f)R PLUG DO N(>t 06'TURU BLOC OIG vMrCAL CROSS (Mjxr-) rOR Po} YMr,01Nr, I-SUKD =LAN D. ON TOP VITH 2 7AP $t 2 PLUG; T - BLJh a F L"E ()N 8()rMI4 t--PLUG(M.I) yl /2-TAP & 2` FtLCW-O f FINAL 0NNFQ 0 __DETAML EXIST. WATZR UNE Nrw 1lIrAFTrR E iNP yl APTfR ALL TESTING. MTANING 8?' POLVPsG AND DMlN;rr-taN. REMOVE TEMP. 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PURGE HTH MALL 0:0 IN VAJLT oR of rgm 9yndllh40 IA A'r 4- . G' LULL E'LDM. THREADM FA U4 L151M fMlp DtFT- CONNCMICK UL 413t-pV Akf AWAY FANS, LCCAIE W1NIN 40 fE{1 4rwxIMLrN CF tL PUBLC FIQl +INM.AfFL AFT;? FIZU W$TALLA-YOri, VAIN DI)CYA AND U r-PAFQ DCV14 MSrgF BC 7STE4 SAitsrAcTomi Y BY A JPFAFrTMEM' Or PIEAL111 CfRTrFI€J5 BnCAr-LOW ASSPMOLY TEVIM. TEST PFlq RT MUST OE 5L"ITTM TO PlIT EF F6MTC7k.W4-FA E. VTIUTY CNEJr>a1Nro OEPAR'71JEYr pRIflR 1.o AETfUAT10t1J f} P4EIY LIME NTALL wdSF ,Yr` FLA mr -S' COCF{3 WRF ,r4" FLARE I AP5 INSIDE BUILDING INSTALL FOR IN AND STD, �1i1� - 36" # T'[ TiT,IC WOEtS{ LARGER DETECTOR DOU13LE CHECK Ii>iP_lFt1ld :T VALVE ASSEMBLY MARCH a)20 f:AE HYORANT SHALL BE COREY-*VPE EQUAL TO IQKA F-5110 OR W�`IPFI SSON Y'E SU04 AS C" MEDALLION; M # H 422, MUELIER 5urFR CgNlUR,bw 7flo, calla wn1CFzQL4 OAcEN 0714 15' mFnH kHwA nINT INLET WTH LUG& 5--1/4' 0ilw VAL1fE OFTEMN13, TWO 2-1/2' 44LJSF 1:0NNq C.TIQH9 NATIONAu $lALCARD THRE D& 4' PILMM13ER ONKr,-nON ♦OTY Or SCArU 1T PLlr_AZ VAT}' AL ' 1IM ADAP1CM. 4.$7W SEATU TNRFAI) k 5' STORZ, ATTACM111) WN 1/8' 5TAALES5 S rt L OAELL 1-1/*' aENTAGON-QRERAT14G wUY. ft7E HYDR 'T TO IE PAiRl-liD 004 1WO COATS of PAW. 9CLLY-M03kE/I+ SLRvA?rE N414' Na. 5IJ'Ak-.%3 U TM AC -All W {t M SAFE TY 7'll I G* OR AvPkQ i!�.D tOUAL- PUMPIE14 ODNNOC-n&l tO $'AkCE FlUADWAY PA A51 DIRECTED EIY TIC-' CS KIRE DERNITMENT FIRS HYDRANT EXTEN90N 1`0 AL L150 Fr PIEQLFUFEp FAIN 19' 19 20' f3E:13NU 9ki;K OF' GUPfB OR I'Z` I E HIND SADC OF "r SIDEWALK THAT IS ADJACENt M GURId rTMD.-PIECE GASt RON VALVE 501t IMTH LUG + 'Wr.K Cs7r'aCRF.7T PAD AROlND T1414 CIv3 re rt)LJAL TO ini.vFAPht ra�na!,Mle m 4i HN111W 'IV MAMH ti.MWAIK. STMOAM R' T'0P SECTION -01"'+ RE4ULAR 11ASt � � E`10' ION JOINT AT aAO1R ",X #Ilpr;tiYALL1( CONCITLn =XI WALIC OR HLAf6TS9 STr11r- L 9ECTl1 LE'14N -0 nT, VALVE kIAT EiTrty10N +�; RI'4u11tLJ;. RMgll) PAi.EVEk'F.1I,kRKn T►K 4II-A iTIV301101! TWD-WAY OWE FIST'.ELTIti'tw . t 58' MIN Frff COVER fkrGOkMTrL VLOCkINP & ti MAN I.IFur. TI:_ VAII I Ie" I L.AhITA 901. fxl lf.L1 I 0- f.A1It VALVE (FL 1x VA AWWA C-%kA, RL$LA_NT 19 ALI e' -JUC1u.r IKON PIFI�, [!LA! t1' C. &NT LINCJ% klLNllt1" 10 rl' 2-$ 1 CR- TU4 51EEL TIE RODS, 1is' r E" II 4" wtJltJLJM r Y/4F14 Or ,=1 f' *71" VRAN ROCII CONcREIE BEARWN 1.. AWW RCJUI Fl,u9c.F_ N-AiM ai 411L AI,OS�S UND R M YEM 191' RIOLWT YLM F11-M MMNl4 TOP AfNQ SiDE'= jF LEVEL ALL (RI1LIrld LEVEL ALL $RMMD rnN 3' HAIiiut; 1 �NF= UAN ROCK ,1 1 t I� t YY ti _ p I f�_4 £i' CONCRETE PAD r_i � L C." CONCRETE PAD LLL HYDRANT LOCATION IN CUT OR 0I1 STD, Pux — 810,E •,, y. I'1113L1C IYOiTfi'9 I<IRE HYC�F3,4N'T AS.�EE411F.�L.V 131-11ART�ERR FIFE HYDRANT ASSEMBLY N.T.S. WATER UTILITY NOTES AND SPECIFICATIONS WATER PLAN GENERAL N M Stwkdwd Rm Nn 3W I" ALL WORK AND MATERIALS SHALT BE IN ACCORDANCE WrFH THE LATEST EDITION OF THE CITY OF RENTON IrIJR K ULfO im STANDARD SPEC3FICATION5 AND SPECIAL P4FOWSION$ AND WSWT f APWA 5TANDARp SPECIFICATO l,5, LATEST EDa" AS AJM€NDF0 BY THE CrTY OF RENTON. A SET OF CITY APPROVE D PLANS SMALL XEPTATT14E JIOR WE'A114ENEVER CONSTMJCTM 161N PROD RiNS. A PRE. CONSTRLFCTRDN CONE ERENCE SHALL " HELD PRIOR TO TH E START OF 0DN.5TRUCTION, THE ONCRAvCTOR AND OR DEV€LOPEA 5FIAL.L BE RESPONSIBLE FOR SECURING ALL NEGES5ARY PERmrT5 PRPDR TO014Sr IIACTFift - AU EXI!51ING IJ T 101If$ 5RALLL REMAIN IN SERVICE DURING L"OHSTROCTION VNLESS OTHFITyL a NMf D- TTWE CONTRACTOR SHALL CALL 1-9DO1,424-5555 10 VkAlY Ut1Ut a LOCAl71ONS IlEPORE BEGINNING "CAVA1110N, 3. ALL MATERIALS USED FOR THE GOHSTRUL70N OF WATER SVMIM 1MPAO`VEMEM5SHALL HE NEW AND UNDAMAGED. AND 'CATALOG CUTS FOR ALL MAT€RMLS SHALL BE APPROVED IN WRITING eY THE CITY OF RENTON PRICIA TO EL NGiNG ANY MATERIALS ON -SPIT. 4 ALI WATERR MAN PAVE MATH IAL5 SH ALL BE CEMENT LINED DU TFLE IRON PIPE, THICKNESS CLASS 51 FEN AWWA C 1S1 AND C 104. PIPE JOINTS SOU BE PUSH -Ohl OR M ECHANICAL JOINT- CAFE IRON OR DUCT ILE I" PIPE FRTIKS $HAU IEE CLAS.5 250 AS PER ANWOLWWACL]WAZ,LM, Ali OUCTJLE IIION PIP€ AMID FITTINGS SHALL BE 4VRA PW VIRTU R-MLMAI CIR;, TURF -TYPE• POLYI11HYLEM PLASTIC FIR AWWA C105 STAxNDA PM. S. MINIMUM COVE R FROM TOP OF WATER MAINS TO FINISHED G RADE SHAL L BE 36 INCHES FOR PIPE DIAMETF R OF SD-4NCH OR LESS AND 49 I FICHE S FOR PIPE DKAM ETE R OF 12-INCB AND LAKEN- MAX IM LIM COVER #LtiR ALL WATTA MAINS 5-HALL BE 50 ACHFS ANY DkvuL110N5 MUSJ N APPROVED BY THE CITY OF RF_NTON PRIOR TO CONSTRUCTION, WHERE Ulluly OONFI.IC`15OCCL,NC THE P14OFILE C* THE WATER MAIN SHALL RE ALOIUST'E.t7 AS MECES5ARY TO CLEAR CONFILIM AND TO PROVIDE MiN mum {LIVER, PIPE DEFLECTION SHALL NOT EXCEED ONELFALF OF PIPE MANUFACTURER'S SIP@CWICATOON "#Uk OF PIPE USED ALL Timm" WI,CXFILL SKAU YE MMPAI7tD TO 95 PERCENT MAKIMOM CRY DENSITY AS DETERMPNI: BY THE MCOFIE D PROCTOR TEST MEINOD IMOD) IN RCJMWAYS, IIOALIOYVAY SMOLADERS, ROADWAY PRISM AND DIlUVEWAY5, AND AS PERCUC MDO IN UNPAVED AREAS- Atli PIPE 70HE EOh11PACTION $HUALL BE 45 MOD. 6, C09001E BLOCKING F 4 WATER MAINS SHALL BE DESIGNED, INStALLE0 AND POURED IN PLACE IN AkCCTW mA ma WrTH CITV OF RENTON STANDARD DETAILS AHD SPECrF1CATIONS AND 5HA LL BE INSTALLED AT ALL VERTICAL AND HORmONTAL {RENDS- FITTIHFGS AND WE OP FIYURANJS, MEGAAUGS [OA SIMILAR PROOUCt) MAY BE REQUIRED ON ALL MECHANICAL 401HT, IN AnENIION to CONCRETE BLOKIING. 7, AU NEW WATER MAIN PIPES ARID Fr n INGS SHALL. HAVE A FOAM PIPE FIG RUN THROUGH THEM PRIOR TO I:R Iran r4iI5H E O. DL58NfEMD, AND TESM. CLE MNS, PRESSURE AND PUR11YIMING SHALL K DONE IN THE OFILSk?Kl Or- AND k1F1a0 THE SUPEiIrfS5110N OF A Crry OF ILENTON LJTILf7Y INSPECTOR. THE CONTRA00I11 SHALLSUPKT, MWAILL AFC NEMCVE PLUGS, COIIPONATON STOP$, UOW4015 A$UMOLIIf;.S AND Ti1M1,J$1' IIWRAINT I RL=IN0 FOR TESTIWG AND PURM ACCEP I A4Na. NO 0014I K710H ILK JL ME MAplt pETINUN THIF NtW MAW OR BETWEEN THE NEW WET -IAP VALVE TO AN ExISTING MAN UNTIL THE NEW PIPIMG HAS BEEN FWM,P16GED, DWNFECTED, FLUSHED, AND PASSED BOTH PRESSURE AND PVRFT;'f IESFING. as- NEW WATER If .A" IbtCIAADINO SCRt li I.AIEAALS $HALL RE TESTED AT A STATIC PRLSSURF CIF ISO FM A wm WOIIKJEIC, PRESSURE *ITK air MINIMUM (IF M PSI TEST PAMURE FOR IZD MINUTES WITll A MAWtL t OF 5 P51 PRESSURE DROP OUPLIK THI ENURE TEST PEPIIGTD. UPE)fIl SA70ACTORY COMPLETION OF THE PRESSURE TEST. 7HC LINk %"L Bf DI,WEC'TM, PtUSHIM, AND I lit N WATER SAMPLES S1#A1LL BE TAKEN FOR PURM TESTING M1Y THE PUBLIC WOAXS hL"Cnx 9 1 FFL CONTRACT OR SHALL NOTIFY THE C"Y OF ftNlr0N WAY E R UTILITY AND MMNTLUAM DEPAVITMENTS AT LEW 1Jo WOiFMUG DAYS PRIOR Tp MAILIFJG rONNECTION5 TG THf MSTIN6 WA,fEFt SYS7EM. THE C0KnVkCr M SHALUE%PCri TK EOS NIG WAFER MAIN AND f-M INGS Al THE CONNEL71ON POIRr BEFORE ORDERING TFIE NECESSARY ADAPTORS AM FfTTMS RE0J1 D POR 1 HL FrNAL GbNNECI ION, THE CONTRACTOR SHALL LXCAVATE,11Er90W ALL SLJOAa MATkALAA AND Plt[1VEDIE SHOPW*G AND ALL MATERIALS REQUIRED F-OR THE CITY QF RENTON TO PEFIILORM THE CONNICTICWl0 THE E]CI$*'ING WATa SYMSA, THE CON1 RALTOA SHALL PROVIDE: AND IWALL RACRFILL CDPIlIC ME BUXI(ING, ANO CDMPLM SURFACE RES?CJEV4TKK *I;�'1• I':111trylICw}H4;WATER PLAN . PLAN - 30M0 )OrriiMf1T MARCH 20110 1. ALL WORK MATERIAL SHALL HE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATIONS OF TFlE CITY OF RENTON PLAN NING& BUILDINGI PUBLI C WORKS DEPARTMENT AND THE LATEST EDITION OF THE WSDOTIAPWA STANDARDS AND SPECIFICATIONS. AS APPROVED AND MODIFIED BY THE CITY OF RENTON IN THE RENTON STANDARD PLANS 8; SPECIF=ICATIONS- A SET Of: APPROVED PLANS SHALL BE KEPT ON SITE A a ALL TIMES DURING CONSTRUCTION. 2. THE HOURS OF WORK IN THE STREET RIGHT OF WAY SHALL BE LIMFTED TO 8:3D AM TO 3:30 PM ON WEEKDAYS UNLESS OTHERWISE APPROVED IN WRITING BY THE PUBLIC WORKS DEPARTMENT AT (425) 430-7301-THE POUGE DEPARTMENT_ TIRE DEPARTMENT, AND 911 SHALL BE NO-11rIED 24 HOURS EN ADVANCE OF ANY WORK IN THE RFGHT OF WAY- 3- ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE TH E CONTRACTOR'S RESPDNSIBILFTY TO VERIFY THE TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR D€STURBANCE- FOR LFFILITY LOCATES CALL48-HOUR LOCATORS 300-424-5555. 4. AN APPROVED TRAFFIC CONTROL PLAN IS REQUIRED TO BE SUBMFTTED AT THE PRE -CONSTRUCTION MEETING. 5- DATUM FOR VERTICAL CONTROL SHALL BE NORTH AMERICAN VERTICAL DATUM 1988 METERS, AND FOR HORIZONTAL CONTROL SHALL BE NORTH AMERICAN DATUM 198311991 METERS UNLESS OTIHERWSE APPROVED BY THE CITY OF RENTON PUBLIC WORKS DEPARTMENT- REFERENCE BENCHMARK AND ELEVATION S ARE NOTED ON THE PLANS- S- ALL WATERMAW PIPE IS TO BE CEMENT LINED DUCTILE IRON PIPE CONFORMING TO AWWA C11D AND C111 OR LATEST REVIS€ON, THICKNESS CLASS 52- CEMENT MORTAR L[NINO AND SEAL COATING SHALL CONE=ORM TO AWWA C104 OR LATEST REVISION- PIPE .POINTS TO BE PUSH -ON OR MECHANICAL JOINT- 13EDDIN0 TO BE CLASS C- ALL DUCTILE IRON PIPE ,AND FITTINGS SHALL BE POLYETHYLENE WRAPPED PER ANSIIAWWA c1051A21-5-93 STANDARDS- 7- CAST IRON AND DUCTILE IRON FITTINGS SHALL BE CEMENT LINED. PRESSURE RATED AS NOTED ON PLANS. AND IN ACCORDANCE WITH ANSIIAWWA O11DIA21-10-87- CEMENT LEFk1ENO SHALL BE INACCORDANcE WITH ANSVAWWA C1D41421J4 JD- Ir FITTINGS ARE 3 TO 121NCHES I DIAMETER AND HAVE MECHANPCALJOfNT$, THE FIMNGS SHALL IN ACCORDANCE VVITIH EITHER ANSVAWWA C11D-A21-IM7OR ANSVAWWA C 1 5NA21 _53-94- TH RE E (3) INCH TO 12INCH DIAMETER FITTINGS_ WHICH RAVE MECHANICAL JOINTS ANDIOR FLAN GEDJOfNTS. SHALL BE IN ACCORDANCE WITH ANSIIAWWA C11D1A21-10-87 OR A COMBINATION OF ANSUAWWA C11WA21-10.87 AND ANSVAWWA C15NA21-53-94 SUCH THAT THE PORTION OF THE FITTING WITH A MEGRAN[ CAL JOINTS} MAY BE WITH AN5VAWWA G1E531A21-53-94 AND THAT POR7TON OF THE FITTING WFTH FLANGED JOINT(S) SHALL BE IN ACCORDANCE WITH AVVWA C1101 A21-1"7- ACCEPTANCE TESTING IN ACCORDANCE WrFH SECTION 53-53 OF ANSEIAWWA SECTION 10-4-3 OF ANSVAWWA C1101 A21-1O-87 SHALL BE OBTAINED B THE CONTRACTOR AND TRANSMITTED TD THE OWN S=R- 8- GATE VALVES SHALL BE IRON BODY- B RONZE D-M DU NT E D. DOU BLE DISC WITH BRONZE WEDGING DEVICE AND O-RFNG STUFFING BOX (AWWA O500} OR OF RESILIENT SEATED TYPE (AWWA C5D9)-VALVES SHALL BE DESIGNED TOR A MINIMUM WATER OPERATING PRESSURE OP 200 PSI- GATE VALVES SHALL BE CLOW LIST 14, MUELLER COMPANY NO. A2380 OR M & H. 9- FIRE HYDRANTS SHALL BE CORE TYPE (OPEN IN WITH THE PRESSURE) OR COMPRESSION TYPE= OPENING AGAIN ST PRESSURE) CONFORMING TO AVVWA C-502-B5 WITH A 8 INCH MECHANICAL ,JOINT INLET ONE] A AAAIN VALVE OPENING (M-V.Q.) OF 5-1A INCH, TWO 2-112INCH HOSE NOZZLES WITH NATIONAL STANDARD THREADS 7-112THREADS PER INCH AND ONE 4 INCH PUMPER NOZZLE WITH THE NEVI! SEATTLE PATTERN 6THREADS PER INCH- 80 DEGREES V- THREADS' OUTSIDE DIAMETER CIE MALE THREAD 4-875 AND ROOT DIAMETER 4.6263- HYDRANTS SHALL HAVE A 1-114 INCH PENTAGON OPERATING NUT OPENED BY TURNING COUNT>=R CLOCKWISE (LEFT)- 10- THE TWO 2-112INCH HOSE NOZZLES SHALL BE FITTED WITH CAST IRON THREADED CAPS WITH OPERATING NUT OF THE SAME DESION AND PROPORTIONS AS THE HYDRANT STEM NUT- CAPS SHALL BE FFTTED VIf11TIH SUITABLE NEOPRENE GASKETS FOR PDSVFVE WATER TIGHTNESS UNDER TEST PRESSURES- 11- THE 4 INCH PUMPER NOZ LE SHALL BE FITTED WITH A STORZ ADA PT ER_ 4 INCH SEATTLE THREAD X5 INCH STQRZ- STORZ ADAPTER SHALL BE FORGED AN DI OR EXTRUDED 6961-T6 ALUMINUM ALLOY- HARDCO,AT ANODIZED. THREADED END PDRTION SHALL HAVE NO LUGS AND TWO SET SCREWS 180 DEGREES APART- STORZ FACE TO BE METAL, NO BASKET TO WEATHER- STORZ CAP TO HAVE SYNTHETIC MOLDED RUBBED GASKET. AND SHALL BE ATTACHED TO HYDRANT ADAPTER WFTH 11B INCH. COATED- STAINLESS STEEL. AIRCRAFT CABLE. 12. FIRE HYDRANTS SHALL BE PAINTED WITH TWO COATS OF PAINT. PRESERVATIVE PAINT NUMBER 43-655 SAFETY YELLOW OR APPROVED EQUAL 13- PUMPER CON NECTFON TO FACE ROADWAY ASSEMBLY. 14- FIRE (HYDRANTS SHALL BE INSTALLED PER CFTY OF RENTON STANDARD DETAIL POR FIRE HYDRANTS_ LATEST REVISION- 15- ALL WATERMAINS 1U INCHES AND SMALLER TO MAINTAIN A MIN IMU M COMER OF 361NCHEs BELOW FINISH GRADE. ALL WATrz RMAIN 121NCHES AND LA RGER SHALL BE= AT A MINIMUM OF 45 INCHES BELOW FINISH GRADE- WHERE UTILITY CONFLICTS OCCUR, WATERMAINS ARE TO BE LOWERED TO CLEAR- 16. ALL WATERMAIN S 6 INCHES AND LARGER IN DIAMETER SHALL BE CLEANED WITH PIPE CLEANING PIGS" PRIOR TO DISINFECTION. THE "POLY PIGS` SMALL BE GFRARD INDUSTRIES AQUA SWAB -AS OR APPROVED EQUAL, 2 LB; CU- FT- DENSITY FOAM WITH 90A DUROMETER URETHANE RUBBER COATING ON TI-1 E REAR OF -PIG" ONLY- 17- -PIGS- SHALL BE CYLINDER SHAPED WFTH BULLET NOSE OR SQUARE END- THE= CONTRACTOR WILL PERFORM THE CLEANING OPERATiON- 18. ALL WATERMAIN S AND SERVICES SHALL BE PRESSURE TESTED TO MINIMUM OF 200 PSI OR 150 PSI OVER DPERATENG PRESSURE, INACCORDANCE WITH THE= SPECIFICATIONS OF THE CITY OF RENTON AND THE WASHINGTON STATE HEALTH DEPARTMENT. ALL PRESSURE TESTING SHALL BE DONE IN THE PRESENCE OF A REPRESENTATIVE OF THE CITY OF RENTON- THE OUANTITY OF WATER LOST TROM THE MAIN SHALL NOT EXCEED THE NUMBER OF- GALLONS PER HOUR AS LISTED IN CITY OF RENTON STANDARD PLANS & SPECIFICATIONS 7-11.3(11). THE LOSS IN PRESSURE SHALL NOT EXCEED 5 PSI DURING THE 2 HOUR TEST PERIOD- 19- ALL WATERMAENSANDSERVICE S SHALL BE DISINFECTED BY THE INJECTION OF A 50 PPM (MFNIMUM CONCENTRATION) CHLORINE,1rIlATER SOLUTION. DRY CALCIUM HYPOCHLORETE SHALL NOT BE PLACED IN THE PIPE AS LAID- CHLORINE SMALL BE M ETEREEPA NJECTED IN ACCORDANCE WITH SECTION T- 11-3(12)E= OR 7-11-3(12)F OF THE STANDARD SPECIFICATIONS REFERENCEDABOVE - 2a- A PRE -CONSTRUCTION CONFERENCE IS REQUIRED PRIOR TO ANY CONSTRUCTION. A MINIMUM OF FIVE (5) WORKING DAYS NOTICE IS REQUIRED FOR SCHEDULING- 21- TWENTY-FOUR (24) HOURS NOT[CE WTLL BE REQUIRED PRIOR TO STARTING NEW CONSTRUCTION- 22- rF SHALL BE THE CONTRACTOR'S RESPONStBILJTY TO SECURE ALL NECESSARY PERMITS PRIOR TO STARnNO CONSTRUCTION 23- INSTALLATION Of: CORPORATE STOPS. WATER SERVICES, LINES AND METERS SHALL NOT BE DONE UNTIL ALL SERVICE AGREEMENTS, METER APPLICATIONS, CON STRUCTTON PERMITS. AND PAYMENT OF FEES HAVE BEEN F4+TArykDE TO THE CITY OF RENTON. 24 ALL CONNECTION TOE ISTIN G MAINS [S TO BE ACCOMPLISHED BY THE CITY OF RENTON EXCEPT WET TAPS WHICH MAY BE MADE BY APPROVED WET TAP RECORD DRAWING 03-15-2021 NO RECORD INFORMATION SHOWN ON THIS SHEET. REUSE OF DOCUMENTS TM FypOLmM HM WN SIM Ell I7fRMVJdY w AOMIERi9 NM IL14C W-23-'c!U AND CIW TIN t9Al fts LwAub U ALTflhgrdl aF AMl' oF W propL INI M lR m OoxelEnT IlL #IYN"IE m JILY'aMIE11T, MY Cl7t1MATI ;M AND SGNAUX hE ve "m 1�rwmim AS m rN$TFIkr11pLT Or TFE Fllpp;�S1MIL WIMCF, 25 IK pROPF$Tx Is ,.II " ,ramgm s me IS NOT Tp K USED, WFFr" A 111114 ITAT"I Or uldM AJtGFTEM NNQViA� architects 0 Pacific Avenue, Suite 450 Tacoma, W'�Af9 40 253-572-4 ,+V PROLOGIS 12720 Gateway Dr., Suite 110 Tukwila, WA 98168 20-414-762 CONTRACTORS WITH PRIOR APPROVAL FROM THE PUBLIC WORKS DEPARTMENT- ALL NECESSARY EXCAVATION AND MATERIALS ARE TO BE SUPPLIE LD BY THE W-404204 CONTRACTOR AND BE ON -SITE PRIOR TO CITY NOTIFI CATIONS. 25- INSPECTION WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE CFTY OF RENTON. IT SHALL BE THE CONTRACTOR'S RES PONS IBI LFT Y TO NOTIFY DEVELOPMENT SERVICES TWENTY TOUR (24) HOURS IN ADVANCE OF BACKFILLING ALL CONSTRUCTION. THE CONTRACTOR, AS WELL AS THE ENGINEERS, SHALL KEEP IN COMPLIANCE WITH CITY OF RENTON STANDARDS AS -BUILT DRAWINGS- 25- CONTRACTOR TO PROVIDE PLUGS AND TEMPOIRARY BLOW -OFF ASSEMBLIES POR TESTI NG AND PURITY ACCEPTANCE PRIOR TO FINAL TIE-IN- 27- ALL .POINT RESTRAINT SYSTEMS (SHACKLE RODS, NUTS. BOLTS, ETC-) SHALL BE AS MANUFACTURED BY THE STAR MANUFACTURING COMPANY O= COLUMBUS OHIO. OR EQUAL- APPROVED IN WRFTING BY THE PUBLIC WORKS DEPARTMENT. 28- ASPHALT AND CONCRETE STREET PAVING SHALL BE SAWCUT TO MINIMUM DEPTH OF TWO (2) INCHES- 01L MAT STREETS MAY BE SPADE CUT- ALL SURrACE CONCRETE, PAVEMENT, SIDEWALKS, CU RB, GUTTERS. AND DRIVEWAY APPROACHES SHALL BE SAWCUT TO A MINIMUM DEPTH OF TWO (2) INCHES OR REMOVED TO AN EXISTING EXPANSION .JOINT. 29- A TEMPORARY COLD MIX ASPHALT PATCH SHALL BE PLACED ON THE DAY OF INITIAL EXCAVATION WITH A PERMANENT- SEALED PATCH TO BE PLACE=E], TO CITY OF WATER UTILITY I N I D E BUILDING INSTALLATION FOR 3EI RENTON POLICY, WITHIN 10 DAYS- CALL FOR SUBGRADE INSPECTION PRFOR TO PLACEMENT OF FINAL PATCH- - p p qq 30. FOR CFTY PROJECTS SUCH AS TELEMETRY CONDUIT, THE PVC PIPE USED SHALL BE ALL CHEMICAL PROCESS LINES SHALL BE SCHEDULE B0 PVC PIPE- SCHEDULE aga fOUr 07/S1 /201 g AND LI R ER DDC }'1 N.T.S. INUNIMPROVE DAREASAND SCHEDULEE0PVCPIPEUNDERIMPROVE 1)AREAS. 1 2 3 4 7 NO, REVISED PER CFTY COMMENT LETTER DATED 12/21 113 JPE 04/02/19 mAvtrm. I +IEFr DAL- Ntkro 15ee PR L al RENT 1 f'r� FONrfL fbA i9E3/ 1441 CITY OF RE',fISED PER CfT'f COMMENTS DATED 0507E 19 JF�E 06f03 19 �; 1'11,3 a RENTO� j �� TER R�, REVISED PER CFTY COMMENTS TO C2.0. 6-0 & C6- IRE OG/21 f 19 J. Eaves J. Hein REVISED PER CFTY COMMENTS TO C6.0 JRE 06/25f19 J. „ ,� Hen Record Drawing documents 03-' REVISED PER OFTY COMMENTS TO NGPA� & WALL HEIGHTS JF?E 47f23f19 CHr1CIg DATUM S. Nelson AT FUEJ v�.r Planning/Budding/Public 4VprI<5 Dept. If NOT OW rIh}I V A 0 I co co I 00 r 1 LO 0 C Im z 0 DEVELOPMENT ENGINEERING Lij mair 07/31/2019 Cr 11/1618 Cl) WFoeookf_ 021 PAGE C,1 WATER NOTES AND DETAILS SHEET: cc 1 7 OF: 1 � REVISION BY NOTE APPR ++O'm Y LL1 0 LU I rr 0 0 rr- L0 0 L CA TEE 90' BESD %ftsr 4Lr.IW iEANI a +wr. -a ;1xApt I -Mr C= "0 &KOPMN-+a. 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ISF=F,1h'�kp;ftiC VERTICAL- BENDS MARCH 2010 CONCRETE BLOCKING ING FOR HORIZONTAL AND DOWNWARD VERTICAL BENDS I V VIM. ale x ," ANC-4CP SIOLTS NANUFAC%IREP CONCRE-1 SLAB — C,RADE 1 v0.t ELEUMICAL CUTLET IrOR HEAT TAPE, IKSTALL HEAT TAPE ;!OR MELD: F*frO�C'�]IM t aE�UG�D 5 CWIN 9ACXF10W fl4r-%ANVM IN EN[1O51�E :I-FD ENCLR s' frlY, 'HOT BOY' C14 FDId1I r V-1N � VfJ9 J F ORM wr NOSE A $- 1allyllhlL�IA w � SLEEVE EE DkA1HlNG CCrNNFCi D � I�+rt�'RI A TE:IY INSTALLED wl +��'D to l7�A#1ii15 ELECT:lIIE+�1 I�,ar,Fi I.�Am�i,Lk airmac VIEW�W ,or�Cr gualAa, OR ,+a MDiilE1E � 7s>ai FS.If'r AS pf{3 } C1�HB4,�'T �i� ELiCI'a�l I!D� VIE"r 9€�r,Irs. 1- ALL T+l1313Ct.b PHkS:U 9ACIcr'L04v +iL55kL�lS {Ar"�el'i1 uI�S' OE-i5#E0 a!�e i+1i€`ll LIST �� �AC+t1 pliEvENnar: ASSE#1�.;x5 APPRG�Ei} koR IN;T+k4CAlIO,r INwh5lrlbiCTO.1 SfiI�tE", AEU BYSTI1tE Of k+l wAsr,lt.:r[s►+I oE.ParttUClxi OrHEurH. 2-THE QYrNER/AFIPLIC+wr:T %IVST C16TAIH A 5E'RhRAT 1;1T7 0r #IEi41TOf,l :w-ytflA81f1G T FOR +';SPI:I��IUI!'1 W' t� IMSYA:.UIT{�fw pa �E $!�'SA u,lu I�IRiHtf. WE O+M'�R Sf1MJ.L fl�Yr,ay�+, tlyyTM.;1 srar,rteuN IH£ #iWpA AND Al,:, �IisIQ�#G AND.1Ft�LIiTtEhr+lrat;lS $l1�7114 ON TF+15 PLJLltL 3, T4fE RP$^ MUST BE TESTEDI3Y A STATEC�71FEi? $+ECICFLOYL' A7rBLx TE$T�R AFTER 9TS +KITG4L 1�15?iyLI,AT1Qfe. AFTGR �tC=A1R� AND ANNUALLYTH�lE+li'T[F A* 3�}S E%R(Ti�" IL GpPT GF r'+E 77 ilEP#RT SH�i BE SENT OR FA TO CITY QT• ,IipN WATERLI71L1T'+' E11G�dI:Rx�B DEPT..+tTTk' 14A,7E3+ UTaU?1► T:I'#055-CCk[C11Qf+k GO+ITRbL S�CIAL517, f~*X "0. A25-s-'17A9, 4, 0A111H SHALL Er.LED S1N AECGROx711� yY111I AYlr4'A GRASS OCHMEGTIGIlw C�CINT��1. 1fA#lu+�l. S;Al�A+lfii#5 '" pRAlle FOR 1" 0[1 5L1�1LLFi� pP'@A'�, 4- DRAIN FOR 15' TO 2- RP9A's, to FOR 3' FIPBx's 3, RPO�L AND £I+ICLOSI�RE' SNA�„L �f LOCATED ON FfiIVA7E PROPERTY Mip IDS WARAS R4i5�3BlE 'To 1�IJDLIC WORKS REDUCED PRESSURE pA1;ICFLOIN sm aIQ$ a + �1$I'd#tTmLN'P ASSEMBLY IN HOT BOX 4" JUS� ' i ?k44M7(l� I a d ■ + -+ -0- Fl r IN:JUI. RADIUSRADIUS Or srlxtr.Ll: 41LZ L'f4C + :14,4CA Lf IlaaS a - '• � it Ls � r nGlrrvUur_4a!'s ' Y TEE A y f y J J i � # J 7 yp�_ 1 PCG9IJC TIfORK� CONCRETE BLOCKING FORVEFCTICAI_ S. PPLANi - 330.3 .•�4 � iiE:P1lRT5fF:[',rr MARCH DSO COMPACTED IN 4" LAYERS LIP 1� r sll f,n.ilSWy L aao �s z4 � � � >• � I.F IA r 0 # rr. CONCRETE F E�j GrA {--� .REDUCED PRESSURE BAFLW ASSEMBLY IN FIST BOX rw,r,s, 41 O BLOCKING FOR VERTICAL FITTING N.T.S. ON SIDES OF TRENCH TO MINIMISE ECA�fATION" AQEQUATLY BRACE TO MEI=T ALL SAFETY CODES AND REOULATIONB" MINPLAN . NOWS M BACFILL TO MATCH EXISTING GRADE EXISTING GRADE — VERTICAL Z �J t- I �jIR�TI�y F-I-0'L�€ $' �N. r ■ �'IIEIN_ T� C FY h�ET STACKED METER SE,-,TION \-6' r�c.' AL:-7. #�D`� S r G�CfS VALVEVALVE+11�p_ _ vY� s) 1+UST � L15TEON �` .ATFST LIST � �+4L0'k! PY€hrT4�4i AS��0uL5 �'ROvED FOR M,157+L__�?'�4 IN vr+��r�GTO'a �'a�':-. P►r�.e,�'ED 9'� 5'�r a'E OF OLyO 2 R+- .,fAIG5k7 �lU'ST e?BiA11x A SE+'��kAr"� �FY OF R€�le F' #OLLARW RB" P'ERUIT F;� T!� '*eSP�C-OF,I IF}57A;,�471hk OFQF THE "—VA ANC '-1�4{t. THEE S'i�L'ISHALLI�l � SHALL . 1�95T+�LL AM:; NI#Q'ITA�1 T� '.N = .D Xkl P"P1b#a�R .VIA AP'Ia:3R$1�I^rif�3 SE•h'3ylf. T5 `+. "."a 1� EE YES? �Y # 5'A� 41FiID 3JrF�ICFL�k1Y iL7 7EsTER AIF-FCsITS IMLT 1IIIf -- '•� J�" #�'� I+UR'' AND1L11#VU.V-LY T+ff7iEfFTR AT OWNER'S EXPENSE. A COPY OF THE TEST r }+I+� ei SENT flIR =AxEJ TO C17'Y OF Rl;i�iTO� %A� uTLta"r E� nor. 4:r►�: WATER JTIEJTY CR�5��7lplt CONTROL SP-OAIi�s-. FAX NO- 4;7�'2A1- #, 3CYA AMa,lEfs1; 9O% SN►.L � _T€D ON p'TiFVATE Rf#Op�F" AND AS HEAF} +LS PMSME TWATER MEIER- O � P4L� BC 1rORlis TO 2' DOiJBLE HE14 VALVE amPLAN — S�O.B T}SPJiRCLLT •���y ASSEMBLY FOR IRRIGATION OR� I�EkE]EfVTIi4L FARE SPRINKLER�1R�li 2010 " " T " DIBBLE CHECK OR 11AL11E ASSEMBLY FOR IRRIGATION RESIDENTIAL FIFE SPRINKLER N.T.S. ! I I —III I I `s - _ • _. - E I I IIII ! I — ;I I J i I—N � 1, I- �� � .` � • •• � � ' � � IMPORT COMPACTED � —� � — _ ' 4• — — z BACI�FILL LAID IN 8" LOOSE LIFTS (95°!� MAX- DENSITY)— ': ,•., I �,• � "-" _ -MILS HQI'E (HIGH DENSITY POLYETHYLENE) LINER ON SIDES AND BOTTOM OF TRENCH- 2" MIN" Olf ERLAP AT JOINT A-DJAUNT TO T Ti,;. WATER PIPE BEDDING °!o (95 MAX DENSITY) II PIPE (J POLYWRAP) �FI I I II!I � I I! I� I I NOTE- 1. REFER TO Bh9P NOTES ON SHEET C2"1 REGARDING DIRECT TRUCK LOAD INO AND EXCAVATION- 2- 2" REFER TO KEY NOTES 1 & 13 ON SHEET C2" 1 REGARDING PUMPING OF THE BTORMJOROUNQ WATER EXPOSED TO CONTAMINATED SOILS TO THE SEDIMENT TANKS AND DISCHARGE TO THE SEWER- 3- A REP REBENTATI�fE FROM FLOYQlBNIQER SHALL BE ONITE QEJRINO THE E}CCA1fATION IN THE AREAB OF AOC 1 AND AOC TO OBSERVE SOILS FOR CONTAMINATION AND DIRECT LOADING OF TRtJCkB" PIPE BEDDING AND BAKFILL SECTION N.T.S. 1 F E�j GrA {--� .REDUCED PRESSURE BAFLW ASSEMBLY IN FIST BOX rw,r,s, 41 O BLOCKING FOR VERTICAL FITTING N.T.S. ON SIDES OF TRENCH TO MINIMISE ECA�fATION" AQEQUATLY BRACE TO MEI=T ALL SAFETY CODES AND REOULATIONB" MINPLAN . NOWS M BACFILL TO MATCH EXISTING GRADE EXISTING GRADE — VERTICAL Z �J t- I �jIR�TI�y F-I-0'L�€ $' �N. r ■ �'IIEIN_ T� C FY h�ET STACKED METER SE,-,TION \-6' r�c.' AL:-7. #�D`� S r G�CfS VALVEVALVE+11�p_ _ vY� s) 1+UST � L15TEON �` .ATFST LIST � �+4L0'k! PY€hrT4�4i AS��0uL5 �'ROvED FOR M,157+L__�?'�4 IN vr+��r�GTO'a �'a�':-. P►r�.e,�'ED 9'� 5'�r a'E OF OLyO 2 R+- .,fAIG5k7 �lU'ST e?BiA11x A SE+'��kAr"� �FY OF R€�le F' #OLLARW RB" P'ERUIT F;� T!� '*eSP�C-OF,I IF}57A;,�471hk OFQF THE "—VA ANC '-1�4{t. THEE S'i�L'ISHALLI�l � SHALL . 1�95T+�LL AM:; NI#Q'ITA�1 T� '.N = .D Xkl P"P1b#a�R .VIA AP'Ia:3R$1�I^rif�3 SE•h'3ylf. T5 `+. "."a 1� EE YES? �Y # 5'A� 41FiID 3JrF�ICFL�k1Y iL7 7EsTER AIF-FCsITS IMLT 1IIIf -- '•� J�" #�'� I+UR'' AND1L11#VU.V-LY T+ff7iEfFTR AT OWNER'S EXPENSE. A COPY OF THE TEST r }+I+� ei SENT flIR =AxEJ TO C17'Y OF Rl;i�iTO� %A� uTLta"r E� nor. 4:r►�: WATER JTIEJTY CR�5��7lplt CONTROL SP-OAIi�s-. FAX NO- 4;7�'2A1- #, 3CYA AMa,lEfs1; 9O% SN►.L � _T€D ON p'TiFVATE Rf#Op�F" AND AS HEAF} +LS PMSME TWATER MEIER- O � P4L� BC 1rORlis TO 2' DOiJBLE HE14 VALVE amPLAN — S�O.B T}SPJiRCLLT •���y ASSEMBLY FOR IRRIGATION OR� I�EkE]EfVTIi4L FARE SPRINKLER�1R�li 2010 " " T " DIBBLE CHECK OR 11AL11E ASSEMBLY FOR IRRIGATION RESIDENTIAL FIFE SPRINKLER N.T.S. ! I I —III I I `s - _ • _. - E I I IIII ! I — ;I I J i I—N � 1, I- �� � .` � • •• � � ' � � IMPORT COMPACTED � —� � — _ ' 4• — — z BACI�FILL LAID IN 8" LOOSE LIFTS (95°!� MAX- DENSITY)— ': ,•., I �,• � "-" _ -MILS HQI'E (HIGH DENSITY POLYETHYLENE) LINER ON SIDES AND BOTTOM OF TRENCH- 2" MIN" Olf ERLAP AT JOINT A-DJAUNT TO T Ti,;. WATER PIPE BEDDING °!o (95 MAX DENSITY) II PIPE (J POLYWRAP) �FI I I II!I � I I! I� I I NOTE- 1. REFER TO Bh9P NOTES ON SHEET C2"1 REGARDING DIRECT TRUCK LOAD INO AND EXCAVATION- 2- 2" REFER TO KEY NOTES 1 & 13 ON SHEET C2" 1 REGARDING PUMPING OF THE BTORMJOROUNQ WATER EXPOSED TO CONTAMINATED SOILS TO THE SEDIMENT TANKS AND DISCHARGE TO THE SEWER- 3- A REP REBENTATI�fE FROM FLOYQlBNIQER SHALL BE ONITE QEJRINO THE E}CCA1fATION IN THE AREAB OF AOC 1 AND AOC TO OBSERVE SOILS FOR CONTAMINATION AND DIRECT LOADING OF TRtJCkB" PIPE BEDDING AND BAKFILL SECTION N.T.S. 1 REVISED PER CITY COMMENT LETTER DATED 1 2f2l 1 B ? REVISED PER CITY COMMENTS DATED 0507f 19 3 REVISED PER Off7 COMMENTS TO C.0. Q6"0 & C6" 4 REVISED PER Cff'1' COMMENTS TO C6,0 7 REVISED PER CfT'1' COMMENTS TO NGPA & WALL HEIGHTS NO, REVISION J RE 04 f 02 f 19 suR,erEc; scup; NTS JRE 06f03 19 Dmulm. J. EavesJ. Hein JRE 06f 21 f 19 JRE 06 25 19 / % . J. Eaves/J. Help ONE *KH vOW I.r IF NOT wa, s,;.LE Aaa JF?E 47f23f19 ar1OC,� S. NelsonATFuul B`! 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NNOVA architects 0 Pacific venue, Suite 450 WA 40 PROLOGIS 12720 Gateway fir., Suite 110 206-414-7625 CD CD CD 00 c W-404205 IN COMPLIANCE WITH CITY OF RENTON STANDARDS LO CD WATER UTILITY DEVELOPMENT ENENGINEERING �:-: agafour D7l11D'l9 � rnair O�'11I01(D LiJ cc e+lua�rIx:,■�; rem Iiegpl � 1 � � � 18 � r CITY Of�- PRLI RET 0 F E L T 01 READ W Record Drawing documents 03-15-2021 � No: —.1DATUM Planning/Budding/Public Works Dept. ,. WATER NOTE AND DETAILS SHEL7° �� ° °51 IOL