GOVT BLDG 15-026 to GOVT BLDG 15-094

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a 25'-0" SEE SITE PLAN DWG Cl FOR EXTENT OF PEDESTRIAN WALKWAY AND CONC. CURB -- a I o I t i I b D 5 s `------J WHITE PAINT `------J 14 STRIPING (TYP.) 13 I N I I I I I I I I 1 L______J L______J 12 io r. I a 11 I I N N I I I I I I r------, r------, 9 PUBLIC -------- T I P P I N G AREA (COARSE BROOM FINISH) $ r------, r---_--, 7 I I i I 6' I I I I C r------, r------, 5 I I I I 6" HIGH CONCRETE r------, CURB r------, I I I I 4 6" HIGH CONTINUOUS CONCRETE PLATFORM — I I I I Zp 1 I I I I 2 N " ASR L - - - - - 100' FIRE a' -o" WHITE PAINT HOSE REEL STRIPING 1 ' �5 i 25'-6" STORAGE BIN AREA 350'-0" 165'-0" 25'-0" 25'-0" I, 25'-0" 25'-0" 25'-0" I I I I\ 1 25'-0" SPACES FOR I I d A4 I (TYP.) STORAGE BINS ' 95-0" I I I 2'-0" I RETAINING WALL I SEE DWG S6 FOR RETAINING WALL DETAILS _r o, _ 100' FIRE HO E REEL <'" ' � 23'-30'4' D D. 10 p I 2 r------, i ------i 2 i I 2J s • - — - _el_ - — _\_ ; 17'- 0" C DOOR SCHEDULE DOOR SIZE MATERIAL FRAME FINISH HARDWARE MARK 2 4/03/91 PLAN CHECK 3/28/91 3070 1 3/4" THK,20GA. STEEL 1 1/2 P -21 14 J 1 WHS GALV. STL FACING AFD HINGES. HL8056US10� 0 2/2/91 W/HALF GLASS WHS LOCKSET, AFD P.R. REV 1 DATE CLOSER, DS53,AL353 & JDWN 8 DES BY CHK BY APP B 4261 WEATHERSTRIP- ING & THRESHOLD D 20x18 20 GA. STEEL ROLLUP DOOR TO BE PROVIDED BY DOOR MANUFACTURER, SUCH AS CECO/ lw p 14x24 Al WINDSOR DOOR, KINNEAR, OR AN APPROVED EQUAL 4 14x24 5 12x14 I I II 1 I I 1 I i 13'-0" 25'-0" 25'-0" Loolf �-1 8"0 G.I. PIPE CONC NOTE: FOR ADDITIONAL INFORMATION ON FINISH HARDWARE LL (TYP.) - _ _ _ _ _ _ _ _ _ _ _ i 1 I _ _ FILLED GUARD POSTS I SEE NOTES ON DWG. A11 (TYPICAL) I I I � I I TRANSLUCENT r_ I I I ROOF PANELS I I I 8 Cr Q EXTENT OF STAIR I I II L ------J - CONTINUOUS I I 4 3'-0" I I I II --__-- (TYPICAL) RIDGE VENT -1 I I TO SUIT ACTUAL r------, ILATOR A5 FIELD CONDITION I I I I II r I r I I S I M • 2 I I---- -----J -----J I I I SIMILAR TO DETAIL i 11 I I P A5 •` - - - - - - -� - - - - - - - - - - - - - r�-fi-- -u-3'-6"HIGH CONTINUOUSCURTAIN BD I I I 100' FIRE0ABOVE r ------,r------, r------, I I HOSE REEL �- I I I I I II L______L______SEE L__ -___J L______J L______J I e -----------DETAIL I I I__ r------, r------, r------, 1 I I i ------ 1 1/2"0 G.I. I I 11 I I I I I J L ------J PIPE RAILING A TIPPING FLOOR - - - - _ _ __- - - - -- 4 I IIII I _-_- - - - - r------ i -- - - --- (COARSE BROOM FINISH STEEL -PLATE 8" HIGH ONETE W/ FLOOR HARDENER) BASE AROUND COLUMN WAINSCOTING SEE DETAIL I I I II I I I I I I L__ ---- k, __J I I 11 A I I I it SS I 1 b I r---- l------ r------, I II I I I I i I I I I � _� _____ ------- ------- -------- L ------J `------J ` COMMERCIAL - - - -- - - 5 �. _ _ _ _ _ _ _ _ _ - - - i >- i - I - - - TIPPING AREA II 30' (COARSE BROOM FINISH) 'I II III _ ----- J L I 0 A I I PROVIDE STEEL -PLATE WAINSCOTING L II THIS ENTIRE LENGTH OF PUSH WALL. g ------ r------, A4 I SEE DETAIL ----' I � r, I1 I I I I 1 L______J -__-3J - _ - - - 0 - - - - 6 II SS _ _ - - - - - - - -' - r' -t- I WHITE PAINT 0 �� STRIPING (TYP.) osr------, I II I I I I I I I I I ____- I 0 I I L______J I II L ------J L______J L_ J o►I I I L ------ L _ _J 4'-0" LONG PRECAST i I I O WHEEL STOPS (TYP.) _ _ _ _ _ — _ _ _ _ 7 I II _ - I - - - - - - - - - - - _ - - ' I II o0 1 011 I ____ I I I I I L______J L______J L______J I I ____J L______J 1 �- 8" HIGH CONTINUOUS II I I CONCRETE PLATFORM I I ' I I i - - r------, L ------J II I I I -- -------- {A 6' -Cr 1 a I 8" HIGH CO CRETE iut--- QLUMN - - - - - - - - - - -- - - --� 8 - - - - - - - - - - - - - _ � J r-0" 11 11 L-I-� I 3'-6" HIGH r------, I 20'-0" 25'-0" --- 25'-0" r------, I I ----- 1 1 1 /2"0 G.I. I I r--- , r------, L_ I I I L______J L______J L______J -----J ------ I I ' PIPE RAILING D _ _ - — 0 STEEL -PLATE I 100' FIRE------- HOSE 1 ` I Q �' r--- --, r------, r------, WAINSCOTING r------ ------ ------ II L -------' SEE DETAIL Q 11�= --- CHOSE REEL L ------J p p p �, p -. ------ 0 N UPSz %''------- 23* - - - - �/' _+_'. '., � �'- 4M1 S5 _ 6"ASR D _ _ 4 - - - - - - - 23'-3 r 8"0 G.I. PIPE CONCRETE ' FILLED GUARD POSTS 2 I / I I (TYPICAL) SEE DETAIL C5 ,I NOTE SEE DETAIL Lip SEE DETAIL Ir 1 1. FOR FINISHED ELEVATIONS OF CONCRETE FLOOR SLAB, SEE DRAWING S4. ' 25'-0" v 90'-0" I I CONCRETE CONCRETE CURB SPACES FOR LOADOUT I CURB " I 2. DIMENSIONS ARE SHOWN TO OUTSIDE FACE Q ARC 3'-0 30'-0" I I OR CENTERLINE OF STRUCTURAL STEEL �S� py/ I I STORAGE BINSI I COLUMNS UNLESS INIDICATED OTHERWISE. `V� I 32'-6" 25'-0" 1 25'-0" 25'-0" Y 53'-0" L 3 COORDINATE SKYLIGHTS WITH ELECTRICAL O LOADOUT AREA FLOOR PLAN. (SCALE 1/16- = l' -O") URAUTHLMU C=S, USES MD lImC Ei FLG S: EMCON WILL NOT BE RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO OR USES OF THIS PLAN/DRAWING. ANY CHANUL W IHIS t'LANIUN MUST BE DOCUMENTED IN WRITING AND REQUIRES APPROVAL BY EMCON. THIS PLAN/DRAWING REFLECTS THE REGULATORY REQUIREMENTS OR CONCURRENCE IN EFFECT AT THE TIME OF ITS ISSUANCE. 2 4/03/91 00"— A 3/26/92 RECORD DRAWING -PER CONTRACTOR 2 4/03/91 PLAN CHECK 3/28/91 R 1 3/18/91 PLAN CHECK 3/12/91 WHS AFD AFD P.R. 0 2/2/91 ISSUED FOR CONSTRUCTION WHS I AFD AFD P.R. REV 1 DATE DESCRIPTION JDWN 8 DES BY CHK BY APP B DATE OF ISSUE DWN BY N SOMA CHK BYA.F.DIMALANTA FEB 1991 DES BY A.F.DIMALANTA APP BY PHIL ROBY EMcon .� Associates LIGHTING PLAN DRAWING E3. 'k No. C 13255 SAN JOAQUIN COUNTY NORTH COUNTY SANITARY LANDFILL SAN JOAQUIN COUNTY, CALIFORNIA RECYCLING CENTER PLAN �qf REN. F OF C DRAWING NO. A2 PROJECT NO. 939-02.43