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YOSEMITE AVENUE I_ _j- - �- - t ITS I1 i i 11I � i o�----------------- fT/T1T♦ %T/TT♦�T7i7T�i /T/./�/T♦�/i /7i %�TT1�7i?f'7T71 Ili I I EX S I 7/7/7/7/,-7/7/717 r�; ♦Tri♦; �Tl�, ♦�TJT��i;�-/Tr r �♦ / E x I lie U s ( EX. BUILDINGS , V Y Ex VJ It'll r-511 j W w X X §-, Pr EX U7L -- «,_...EX U'L Et. T777T%T/ �/ SOT/i% F Ex u�� I a ! o 0 0 t I EX, BUILDIN S;� -' �X 4F X E Y I _ � �: � fir.--/♦.1r.-/♦moi:/; /,�//.�: /�♦��:�.�M♦.�` � _ _ FX F E2LS i 36" INV.: 33.05 _- Ex 5 fix' �__� _ EX - - -- - -CONNECT EX. SD ...._.___ I 1 E j v -a-CONSTRUCT NEW CR RIM: 36.93 ( s f - - EA " 43 LF 36 -INEiLTRATIQN SYSTEM U 'L-1 12"INV.: 33.43 -��f✓T/T/.'%%%�i/s"INV.: 36.(w RISER AND GRATE _ _� !€ 1 36" INV.: 33.15 T,Tir�i�/T`i�♦�/ �� % 3: 4 %EX, BUILDINGS X A,- -� EX IrE_ ' 1 i D/ 36" INV.: 33.25 - INSTALL SDMH RIM: 37.98 I - ---- -- Ex - _f SLb " INV.: 35.40(Sj E i I ; 12" INV.: 33.99 (Ej X "err 1 It E 0 6 INFILTRATIONSYSTEM s I E ex cUn� RISER AND GRATE RISER AND GRATET I LU ` 36 INV.: 31.57 36 ENV.: 31,27_ / cri rzAr��L slya� 12"I INV.: 33.67 , �� / �' / j'//% / / 00 7i7T//7T/T/T/T♦7i: ♦f% CONNE171,71 T O ; 172 2.5" WATER LU I ! p EXISTING 4" WATER ! ;. INSTALL SSCQ cn ! ' w RIM: 37.40 INV.: 34.50 I I T [ - Ex SO - ss s� -- _.� 16 LF 4" SDR 26 ` { REMOVE AND REPLACE - 4 24 SL ` SEWER: 5-.010 RIM: 37.37 /�♦//�♦�/C/!/Lr'//1 /1 / I NOTE: UTILITY LINES ARE DESIGNED TO THE OUTSIDE _ E - - - - EXE-- --- -� 12" INV.(N): 33.87 FACE OF THE BUILDING. SEE RESPECTIVE CONSULTANT " I DRAWINGS FOR CONTINUATIONS THEREOF, AND ALL t, CONNECT EX. 8 (E) g L ! OTHER INTERNAL AND EXTERNAL UTILITIES, ANY UB II OTHER UTILITIES APPEARING ON THIS PLAN ARE FOR REFERENCE ONLY. W Uj l CONNECT TO EXISTING SEWER, CONTRACTOR SHALL VERIFY w i _I ! EXISTING SEWER LOCATION x II € ! - il I PRIOR TO CONSTRUCTIONS ` 91 LF 6" SDR 26 INSTALL CLE OUT 1 18"SS INV.: 32.00* (W) li'! ¢ q6 SEwER s=.0040 6"SS INV.: 32.08(E) �� ® SAWCUT & I TRENCH PATCH INSTALL SSCO II 6"SDR 26 RIM 37 4p Iti x LU 1K LC IBJ E ADJUST EXISTING MANHOLE TO GRADE i L 14 Z>u x -INSTALL SDCB I RIM: 36.20 12"INV.: 33.15 ;/ %r I INSTALL SDCB �� RIM: 36.61 / 12 LF 18" " cr► ` i ,� STORM S=.0018 18 INV.: 31.36 (E) �� i 19 LF 18" 12 -INV. 31.36 (NW) 1 STORM 5-.0018 811.: 33.36 (S) 77 LF 18 STOR S=.0018 E _ I 18 SD x l ",j 1 � INSTALL SDCB ® .'NO INSTALL SDCB I INSTALL SDMH PER C.Q.M. STI3 D-11 RIM: 36.81 �� ' RIM: 35.47 RIM: 36.90 INV.: 33.46 Cl.: 3p"INV.: 3p.18(N,S) g 8"INV31.22(E) I 18"INV.: 31.18(W) N �a `� I16DS2015-4- ' "'o 51 LF 12" +� (i NLINE CDS STORM S=. C4 .RIM: 36.90 181W.: 31.20(W) � E p � 1 INSTALL SDCO 4" SS RIM: 38.04 INSTALL SSCO INV.: 34.16 '� ��® INSTALL SDCO. X. j RWLRIM: 38.01 RWL INV.: 33,96 i1! INV.: 34.66CATCH i CAFMIA BUILDING OD }' BASIN TO GRADE INSTALL SDC® i I IINSTALL DOUBLE CHECK VALVE/ BACKFLOW RIM: 7.94�6 \ PREVENTION DEVICE PER C.Q.M. STD DET INV.: 36.09 N rn to , � �w_,trz (ABOVE GROUND) WITH FIRE DEPT .p q 87 LF 6 SDR 26 87 LF 6 SDR 26 90 LF , I 4- Y.., -� SEWER S= Qp40 SEWER S= 0040 SEWER S= 0040 --�-~ _ INV.: 33.55 INV.: 33.91 INSTALL SSCQ- = _ - INSTALL SSCO �� INSTALL SSCO INSTAL. SSCO RIMt 38.15 RIM: 38.10 RIM. 37.90 RIM: 37.80 - �i-- -� INV.: 32.24 INV.: 32.59 ! N INV.: 32.94 INV.: 33.30 i ? ' NOTE: RESTORE GRASS AND LANDSCAPE IRRIGATION ` TO PRE --CONSTRUCTION CONDITION DUE TO ✓ TRENCHING OF WASTERWATER MAIN. 5 LIQ.-_ 1_j r� 100 LF 6" SDR 26 SEWER S=.0040 RWL x CONNECTION, REFER TO ELECTRICAL PLANS INSTALL SSCO INSTALL SDCO I , FOR CONDUIT SIZE & SPECS. CONDUITS I j IM: 3 .00 FOR MONITORING SYSTEM SHOULD RUN TO INV.; 34.66 INV.: 34.21 EL IN BUILDING, SEE ELECTRICAL PLANS. INSTALL SSCO FDC & IM: 38.01 T.B.�' 1=H INV.: 34.66 `` 6"FS 6"FS \ CONNECT TO EXISTING _.. , T.B. � .0040 �I ! 15" MATER AS SHOWN T.13. 70 LF 6" SDR 26 S ! , 1, TRENCH BACKFILL PER I �� , C.O.M. STD.. DWG U-5-- o- --_4" SS E?RAIN 4" SS DRAIN " - PER D 12 PER p 12 I STALL 2 METER ! INSTALL SSCO - SH't 02.0.1 SHT C2.0.1 i! INSTALL 2 STUB AND } RIM: 37.79 RIM: 37.01 --RINE. 37.01 REDUCED PRESSURE ' INV.: 34.31 INV.: 34.59 _ INV.: 34.81 ! iii BACKFLOW PREVENTER.� E SEE LANDSCAPE SII 11 LF 6" SDR 26 / I ! i PLANS. x I SEWER S=.020 1j1 I �' 111 x i I I � I t, Ilio -3>a so S I X, HUGHINGS STREET I ! i 11i 8'U X W LINCOLN E.S. FIRE FLOW TEST HYDRANT i FLOW DATA DATED it 06/03/2015 1iI � i Iii � 1 11 !I i x I. 1-51 EX N EX W NOTES: 1. ALL EXISTING UTILITIES WERE PLOTTED FROM RECORD INFORMATION AND FIELD TOPOGRAPHY. ACTUAL LOCATIONS MAY MARY AND ADDITIONAL CROSSINGS MAY EXIST IN THE FIELD. IT IS IMPERATIVE THAT "U.S.A." LOCATING SERVICES, LOCATE AND MARK UTILITIES PRIOR TO THE START OF EXCAVATION. 2. THE CONTRACTOR SHALL USE EXTREME CAUTION WHEN EXPOSING EXISTING UTILITY CROSSINGS AND SERVICES. 3. ANY DAMAGE TO EXISTING UTILITIES WILL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. 4. GAS LINE SHOWN ON THIS DRAWING FOR UTILITY COORDINATION ONLY. DESIGN, MATERIALS AND SPECIFICATIONS BY OTHER. 5. SEE THRUST BLOCK SCHEDULE SHEET C2.0-1. 6, ALL FIRE PROTECTION WATER LINE MATERIALS SHALL BE APPROVED BY THE LOCAL FIRE MARSHAL PRIOR TO INSTALLATION, 7. INSTALL 12" X 12" PLACARD ON FDC IDENTIFYING "CAFETERIA BUILDING FDC" ON NEIN FIRE PROTECTION SERVICE. R §F/A§W,?_11P11,P'§00 _C No. 054088 ' Copyright 0 2014 Rainforth Grau Architects. All rights reserved. Reproduction of these plans, either in whole or in part, Including any form of copying andfor preparation of derivative works thereof, for any reason without prior written permission, is strictly prohibited. IDSA File No. 39-53 IDENTIFICATION STAMP DIV. OF THE STATE ARCHITECT 02 114490 INC 1 AC FLSRW- SS TATE F i�-/1 c - DRAWN SLS CHECKED JOE SCALE AS NOTED PROJECT NO. 15-014 HATE 6-26-15 SHEET C7.0.1