Loading...
HomeMy WebLinkAboutzS-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��S16,39 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'. SANITARY Y SEWER NOTES AND SPECIFICATION r� w W 0 z Lu I 0 O LO C 7' I NOT TC SCALE UANHOLr- F7iAW AMD CDVM SEA SM, PIL,rW 4V ADJUSTMENT Rft;S i 2_ MIN-) aE NG1E 6 WEIKTAR-IOWT(53 (ale` wH-) SE€ NOTE 9 Ccoc (F-tdTmc) RUSaM GAS JMIS IN AMMANCF- 1OTH MESrM C-443 STEPS - PaLwopo"u r SwTs SHALL 6E IN9LUDt0 CITE WEER 8V PIK 14C-. W 14P GWO MAL L040mR_p,u rpR0pv fw SHALL SE 1LTTAC TO MANH0.E MA* PPE SIZE -- 'F' commm PRECAST BASE SECTIM OR CAST IN SHELF_ I s i.Ni $ MOH- S WN 24 MINI, 21 1.0- 54' ma so S" JAN- 15.S' MIN, 1 24' MK 1 24" +,0. Iy " MH 6 'FAIN- 1 6' MIN_ 1 AZ MW_ I 3T I-Q_ NOTES- 1. STEPS TO 9E P'OLYP;l r V .E1+1E SAFETY STEPS, 2 STEPS APE TO tit JN PLAa BEFORE MAMMOL,E SEMNS AK NSTALLCI). 3 CA,STING SHALL 9E PER STD, PLAN 401. s M"HOLE SECTiDNS TO 9E OF REIWCI] M PRECAST CONCRETE 5. ALL ONt$ DCTW_CN THC CONF. FHSM R1r 5. W:CS AND CASTING smsiL E1E C*WTIEO- d. ADJUSTMENT OF THE CASTING TO GRADE SHALL SE ACCOMPL sim NTH A COMONA TON OF A"iSTWENT RINGS, 9R]"S AND MORTAR O&L 9MCKS SHALL BE STAID 10 CREATE A R'4.CNNG BOND RIIR 1/7 Rom. r�l€ u CE-5m s,Is PROIm7m 7 SAAL17AJxY SEER MAdaF1CILFS S;ikt P1 41A NnTtObO SuRrAaS, 04MAXW`+ 0sAmI*3jNa, COAMP~ %AL D) NTH A F11D'r UXOS 1.MIETIIARE 0ATl1N*; WAWA MC-MV04I1MD OR APPROVED C4t10L; r-eJ OR OF C ATM MALL BE WITL JS RUM" 0A51ETE.D JGUNTS SHAIL BE IN CCINFORIIANCE ?NTH ASrM C-441 4 diANN4 HE041 SHALL K A MINIMOU Or 314 W W "CC OIAt1EM OF ?W Wt=F M_ 10- CZ"NECT1014r5 M YANNXE SHALL 9E UAnE USING [fie Af}APTOK NOR-N-SFAL 9XIM OR APPROVED SQUAB. 11 IN Vh IMPROVE; ED AREAS. VANMC €5 SHAL-L EXTEND A MlP NVU OF 6• AW A UA1L1YSUY OF 12r AMvr FrNSHEn QRADr OR UUST loW A vimmUM 2' LU AOclETr C13r1MTE L41FIGS POURED AT GRACE N PAVM AREAS. C:O MUST SLOPE IN M.:L DRECnONS TO MATC44 PAWNroo- 8" MOM 1R , PLAN - 400-S * ` bfiPAY{I1iEtV! STANDARD SANITARY MANHOLE FTEMSER 2011 BUL'HOLES - 3 PLCS EQUALLY SPACED In' APART fiita 23 er16' C'SIB6M++1 111A Of (SEE 11ETr1:L) COVER $1 FRAME PLAN VIEW 2S' DIA,� C639mM1 - 3/4' 83MIw1 i191+H] ry` I B 3/41 2 1/8' I---� Wm] CdAmn1 Tyr COVER SECTION VIEW t6 14' DI# W31rmj 1/41 DIA ] I/Id' Ira•dr414t QGI C2MI�1 NCV4W_K I;ADMT r ml 4 CT i 23 3/*80 BIA CL I7prk C594- 27 3/I6' RYA 16,34 M) 34 1/8, DrA [i91ry lm) FRAME SEOTFON VIEW PU13T IC WORKS DEPARTMENT COVER BOTTOM VIEW HLT SOC. RALLEN HEAD) Sr0'�Gs x 51 Ss RUBBER WASHER EON BOLTING DETAIL I/4• 11/R16' 16Mn1 It2rr.A] !fi' Cdgn] CR3r+n1 OA KET G ROOVE DETAIL 1.. ALL COVERS SHALL BE LCOCHO LID PER EAST JORDAN IRON WO"S INC. No, 3717C1 OFR EQUAL 2 USE FRAME AND COVER F'DR STORM (SPECIFY "DRAIN" QN CQV�R). SANITARY (SPtCIFY "SEWER"). OR WATER (SPEC FY ` WAT R"), STD- PUN - MAINHOLE FRAME AND COVE14 DER,EMBER 2009 STANDARD SANITARY MANHOLE MANHOLE LE FRAME IE AND COVER N.T.S. N.T.S. �w 9" MIN. WIDTH �• WHITE POST I ' 4*F LL SEWER MANHOLE MARKER POST SEWER MANHOLE MARKER NOTES - SEWER MANHOLE MARKER POST SFiAI_l. BE EQUAL TO ARSQNITE UTILITY MARKER EWrR MANHOLE MAWR POST To or usED TOR SANITARY SEWER MANHOLES IN UNiMPROVED AREAS. SEWER MANHOLE MARKER POST SHALL_ IDENTIFY THE MANHOLE AS "SANITARY SEWERR. PRJHIIC INORKS SE ER MANHOLE MARKER POST DEPARTMENT SEPTEWIBU Z011 SEWED MANHOLE MARKER POST IN (SEE NOTE 7) LIMITS OF PIPE ZONE BEDDING MATERIAL FOR (SEE SAWTNOTE ARY 5) PIPE O-D- OF RIPE FOUNDADON LEVEL SEODING TOR SANITARY SEWER PIPE 1. PRD+ADE UMFORM SUPPOR7 UNDLR BAI%EL. 2- HAW TAMP UHOER HAUNCHES. 3, COWACT KWIr ro M46TEFt1AL TO 159 MAX. DENSITY EXCEPT DIRECTLY 0%" "E. BAND TAMP DNLY, A. P1PE INWALLATION SHALL 61E PFIR SEC11r 7-08 OF THE !MNIDAIKO SPECIFICATIONS- 5. PIPE Z04E MATtf l_ SKALL HE PER SECTION 9-0112(,3y Cf THE WAKARD SPECIFICATIONS OR PEA CRASrEt-. e. PIPE MUST 9E ANCHORED IN SUCH A MANNER AS TO ENSURE FLOW LINE iS 0AAT9NFO. Z TRENCH 007H SHALL OE PER SFCTIDN 2-019,4 OF THE STA4r+DARD SPCCIF'r0An 0K5, STD. p AN -as I}uSLLCWORKS PIPE BEDDING DEPAR70AENT FOR SANITARY SEWERS PIPE BEDDING FOR SANITARY SEWERS N.T,S. N.T.S. tivi to Scale LIFT POCKET NAME 3/4` LEtTERIr9G '5EwER- 2'-C] " IIIAMETM F V-0" SEWER { ] aC4T SUC, (AL1.EN Hr; D) U REF. PART �004bi17? 10--1/2' B" CL+LSS ' ' !AWHALT i "• -T 2-i/A. ?[I4+ 'LLIAIL 46- (1/9) RE90 SAND OR EXPANDABLE EOAV PIPE MAT:R,AL AS SPELf}EO By n4E FNr&-N{ER N O>71 1 6' AND 0" R:LE-A -OuT ItINUS AND CONCHS ON SL ER "NS SKA L K CAST "IDAN 1Rd1 NORXS, INC- No. 3 (PRODUCT RG, 0UM!09W3 GII APPROYM EWAL- CLEM WY SHALL '9F. A WATER 11OHr A55 HL*, 7 IN 1+N14/P1IN VL0 AFMAS. POUR A 1'-10• ROM 7'-Cr SOwM COHCIh VE. CLAn 10M. PAID AROUND TI-E IM040 AND COVER STM FL04W - 40.2 PUBLIC WORKS 8" OR 6" CLEANOUT DEPARTMENT FOR SANITARY SEVI+EFt MAINFmt� ' "" "" LEAN UT r Ike_/ N.T.S. 6 IN. b1a,i�T�ii #III 0 $b 1bD 15d1 2p17 ?54 a'44 350 ADO ASD 5fl4 0 � T6U �38 S15 3�8 a76 SS5 �3;r B151} 1#O 220 3i70 390 156 53b filfi 6�6 712 70L lD8 2G0 3d0 3Z0 b04 $3+S 348 3#+I T3d 73i l78 #2� sou �190 6�0 }#0 7130 ��� ��� 756 7#d �+� 56W4 b44 72� 19G0 B�5 7LiG 788 7dQ 77Z 75# 7{q 79�R ��a 1 a�a spa IN78 aaa 7az �a� ��� �Tz �sx e�0 Ilea 8aa IIL)G aoo r�z 7 �E+a �De B a�a Ifi2+D t dOs �aa 4Da �aR: er Ire M1�a Ij�< dsG x� 9Dd R,SG STs RM50 �52 1y�o iT3rt 9R4 iIrIS nwE sE�ar,los LENGT+I F sa CC 100 440 150 WZW Sao 350 40 0 40 om I,1it+t F 0 !SO 1 f]d 150 2ao 2s0 Ok 4 LING a 150 IS I 150 '3Q Wo 3a° Opp450 LV40TH 1d6 W 150 1 200 a 23p S ' �a PROCE URD SLCMtw PHE ii TK PK TO {D P=1 - ALL SEAER FIRE SHML MEET A KMIMUM AM AUOW 2 MMhITFS FOR STASLah'MM ADDW PRKS TEST -CF #A F 53.G. FOR 9 MRIUTM JAR AS RE0URW Tp 57A,�IJZE Ti4E PR .IRE WT;•1 NO LOSS iF iMSLRiE IF ?HERE rs I. Loss AT -LO PS 1 3 If 1 FfESSL� THM THE WE I T THE Gw6 rho/ 3.5 a 5LG. iU t5'P.5J.G 51-ALL 41:T 9E LE35 11"Afi THE TIME SHOWN ON THE ABOVE T+4HLE5 t PLTB C WORKS AIR TEST TABLE STD. PLAN - 40 DEP&MENT 1 LOW PRESSURE ) FOR SANITARY ;SE-WIERS MARCH Z008 CONSTRUCTED 1 REMISED PER Crrl' COMMENT LETTER DATED 12f21 16 REMISED PER Crrl' COMMENTS DATED 050.7f 19 3 REVISED PER CrrY COMMENTS TO C2.0. C19-0 & C6- .1_ REVISED PER CrrY COMMENTS TO C6,0 REMISED PER CfTY COMMENTS TO NGPA & WALL HEIGHTS NO, REOSCON i� IN >z,x1rE� PIPE � SQ 14O 1yI] ��O FSp ]O1} 3:iJ #O4 {;� yQp � d8 ISO 23b 1, d 3V6 • d RIQR} 7?9 3bd .1d8 ASR 53I5 d1� d� lea 788 7d,T T�4 +1�4 �30 Edd f*�TA 7'y6 FAO 7#d 526 1T0'O #OI aea sleo sale �� 1:e�I 1F#O 9flC aeb f's7Z ma TT4'� 1 1D#4 1013 91dB 4d# 9i# 1i2� $TZ 90v 11Ie5 1Ti2 ,1:192 ,d56 1028 104+I 96+► 464 4� 9�2 92R} 4D8 T7]2 ,fi96 'Qae R049 10,8 INkL 4D0 91� 9]6 1I;5R1TO781 R152 iCIS SQgb 9974784�tl+I9.k1 1,„0#!R)RFQ1175�1443 ,10P41I'E+A$7d9b# M2241iJ�2 TAME SECOr+1p5 6 N. 41r,A1ETE3F PIPE R} JQ 1R10 1'J1L? 2474 2S0 3D1D 35Q a0D 450 6RiR7 Q BR) 16O 23A 31p 3GA ♦7i �'� eS� 1i�D 11d 3a4 «8 S5d 812 rig RI3Z RITb A9+w QDA T#2 1W. 7T3 792 d7? 4'.d? 41St 45� 9�� 9{IA 86E 67A T 1I 11 T 1 G 91 GTE 96� 934 TZ�6+0 S 1 # T1 1S Tr ,14a 1 ,## ,424 1a4a T3�0 T #2�e TF4# ,Tb# 1,3� 114# 1C4E0 Ta56 1{},T�6 1020 T 1 ! T # T1Q2 1,$D 1.I�� 1,{14 1fiI!!i ,01l1x 1052 TJ3dk I3113 ,37� }�+C+ T�+qA i180 1 ,320 ]ZL� 1 ,+f ,2Cq „71 „#3 ,]i2 T111} 11Dp MJ� ,3Xs t2�2 ,#ba 13]+Q ,�,2 ,11)$ l,db ,152 1132 ,1,(G 1114� �Gt]Mos lI IN. p11'Ffe RIPE 2SU SbL}_ 554 #I�IY 4Sp ��37q v9d a'L �S8 fi32 fi84 E.90 r�2a �U4 I4Bi O iO 1{1D ,SG 2DO Q dO 16� 23G 3,8 ICS3 J37 Ig,-r 4E$ ,Ufid i1#b 1228 1Z#d T1a2 ;Faa 1{�� ,{F7� 1QA+4 1620 i#84 15f.* , 1�DB IJ#+I f242 12�e �.4:� �Ii� 1,�i 711& 17{j{5 i$�4 4�37 ,�15� 1�$ ,7G4 i�7U 1�� i��$ 1Z1$ 11fJ2 TTOO 162♦ 7,56Q 1504 T#S2 f�48 13G8 1�3Z 1SQ4 1272 12#8 T7fl0 1d�4 , 1537 r�lla 1#a•M 1#C�d�1,77p ,�a�I ,,?s113 1c'"J7 I* $6+4+► 1 ,55� I512 Si]� 1�-a0 1�G$ tj�q ,0g2 ,S�g 17 � 9Ir0g 15fiik T'..}2 ,�f3o ,S1fi 1�6# 1#38 1#84 ,#fi0 ri+3F3 Sf3� 13EA 1i�0$ 1SFi0 156a1 17D¢ 16SG ,fir,b ,5&U 1549 TIME sECor�pS AIR TEST TABLE FOR SANITARY SEWER N.T.S. JPE 04/02/19 sue` JPE 06 03 19 �; J. EFovw J. He n JPE oaf 21 f 1� JPE 06 25 19 I � J. EwaarJ. H>dlr4 JPE 07f 23f 19 f:r1�Cnc S. Nakm BY DATE APPR ++ ONE I1 m AT fm muz r NOT W NKM TjL'.11,E A000ADMY 1, ALL WORK AND WORK MATERIAL SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE CITI' OF RENTON PLANNING/BUILDING/ PUBLIC WORKS DEPARTMENT AND THE LATEST EDITION OF THE WSDOT AP A 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 INEPT ON SITE AT ALL TIMES DURING CONSTRUCTION. THE HOURS DF 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 DISTURBANOE- 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 PRIDR 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 WDRKERS AND OTHERS ON THE CONSTRUCTION SITE. - 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. BAOKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN LAVERS WITH A LOOSE AVERAGE DEPTH OF 8 INCHES, MAXIMUM DEPTH OF 8 INCHES, THOROUGHLY TAMPING EACH LAYER TO 93 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 BAC FILLED WITH CRUSHED ROCK AND MECHANICALLY COMPACTED UNLESS OTHERWISE APPROVED B 1- 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. 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 FDUNDA110N 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 EN11RE 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. 1, SANITARY SEWER PIPE SHALL DE POLYVINYL CHLORIDE (PVC) RUBBER GASKETED ASTM D 3D34, SDR .35. OR DUCTILE IRON CLASS 50. UNLESS OTHERWISE APPROVED BY THE WASTEWATER UTILITY. 15. IN UNIMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 5 INCHES AND MAXIMUM 12 INCHES ABOVE FINISHED GRADE OR MUST HAVE MINIMUM ' DIAMETER CONCRETE PING POURED AT GRADE, IN PAVED AREA, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING, Know what's blur. CII before you dig. vEfMa4- ruAti1U ,9eb [r Hwazop m-. NQ 19e3/>1%1 CITY L-J� F RENTON DATUM Planning/Budding/Public Works Dept. RECORD DRAWING 03-15-2021 NO RECORD INFORMATION SHOWN ON THIS SHEET. hip rl�l ,a>I 1tJ� � $ N REU SE OF DOCUMENTS W DOMM i7W SUR 920 RZ M1U3*MLT N AOCfMMd XW WC M-23-117U AM U W1ER 19.34 RM fUlr4.111W 0;n ALMMtf1N aF MY It It HArac Olt m 190.31" WL mv&u TE w T, 4w tF✓fi1I K MN AND 30AUX THE MM AND WROS i4aW RATW fUG1 AS M *aWNWr OF TIC PRW $$11K MMCF, IS T,E DRUPE M 1F ,f1G'iA +UK}99M AFC 6 NOT TO K UW1. fl 1FKU 00 LR PAM. Fri MY 00 }1a6,EEr WIMM ,MET1rtFi 17n"Ifu11t1N up 11fem AAWTm NNOViA architects 950 Pacific Avenue. Suite 450 Tacoma, WA 98402 26 - 7 ,400 PROLOGIS 12720 Gateway Dr., Suite 110 TukMa, WA 0816 20-414-762 S-404204 IN COMPLIANCE WITH CITY OF RENTON STANDARDS c0 WASTEWATER UTILITY dohriste 07/29/201 0 DEVELOPMENT ENGINEERING 0 Z mai r 07/ 1 /2019 uj PROLOGIS RENTON 9 001 MONSTER ROAD SW Record Drawing documents 03-15-2021 aIVA: IonI11019: s111l11I7IIFs1f161 U) gArE; 11 16 18 gLI7DxK PALL ORM4114{ PO4. C SHEEP: �v. 19 51 n