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HomeMy WebLinkAboutS-4042010 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