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10.8-208
LOCATION MAP NOT TO SCALE CONVENTIONAL SYMBOLS — --- — SECTION LINE RIGHT-OF-WAY CENTERLINE -- — — — EXISTING TOPO — FENCE UTMITY SYMBOLS LEVEE RAILROAD TRACKS WALL CULVERT HEDGE GUARD RAIL CITY OF 1.3AKER�FIELIJ.[ DEPAftTMENTu'' OF PUBISC WORKS WASTE WATER TREATMENT PLANT 3 ADMINISTRATION BUIL:DII`1G LIST OF DRAWINGS SHEET NO. 1 141 SHEET NO. C-1 a� SHEET NO. g4, y _ WATER LINE S— SEWER LINE G -- GAS LINE 13 -- OIL LINE -, BURIED TELEPHONE —oo- AERIAL WIRE 8T --- CABLE A-6 INTERIOR ELEVATIONS / PRE—BUILT CABINET & KITCHEN EQUIPMENT SCHEDULE SHEET NO. A-7 o AERIAL CABLE M.H. ® MANHOLE F.H. <> FIRE HYIaRANT P. SHEET NO. .M. PLUMBING PLAN ,.w POWER POLE � WATER METER ■ EXISTING MONUMENT W.V. WATER VALVE LIGHTING PLAN " POWER & SiGNAL PLAN G.M. E-3 O FUTURE MONUMENT 0 GAS METER S.L. V. 0 STREET LIGHT 0 GAS VALVE CITY OF 1.3AKER�FIELIJ.[ DEPAftTMENTu'' OF PUBISC WORKS WASTE WATER TREATMENT PLANT 3 ADMINISTRATION BUIL:DII`1G LIST OF DRAWINGS SHEET NO. 1 141 SHEET NO. C-1 a� SHEET NO. g4, PLOT PLAN SHEET NO. ,9 FLOOR PLAN — SHEET NO. A-3 a SHEET NO. -, TYPICAL SECTIONS SHEET NO. A-5 INTERIOR ELEVATIONS SHEET NO. A-6 INTERIOR ELEVATIONS / PRE—BUILT CABINET & KITCHEN EQUIPMENT SCHEDULE SHEET NO. A-7 INTERIOR ELEVATIONS / ROOM FINISH SCHEDULE / DOOR & WINDOW SCHEDULE SHEET NO. CITY OF 1.3AKER�FIELIJ.[ DEPAftTMENTu'' OF PUBISC WORKS WASTE WATER TREATMENT PLANT 3 ADMINISTRATION BUIL:DII`1G LIST OF DRAWINGS SHEET NO. 1 TITLE SHEET SHEET NO. C-1 GRADING PLAN SHEET NO. A-1 PLOT PLAN SHEET NO. A-2 FLOOR PLAN — SHEET NO. A-3 EXTERIOR ELEVATIONS SHEET NO. A-4 TYPICAL SECTIONS SHEET NO. A-5 INTERIOR ELEVATIONS SHEET NO. A-6 INTERIOR ELEVATIONS / PRE—BUILT CABINET & KITCHEN EQUIPMENT SCHEDULE SHEET NO. A-7 INTERIOR ELEVATIONS / ROOM FINISH SCHEDULE / DOOR & WINDOW SCHEDULE SHEET NO. S-1 DETAIL SHEET SHEET NO. S-2 FOUNDATION & ROOF FRAMING PLAN SHEET NO. P-1 PLUMBING PLAN SHEET NO. M-1 AIR CONDITIONING PLAN SHEET NO. E-1 SITE ELECTRICAL PLAN SHEET NO. E-2 LIGHTING PLAN " POWER & SiGNAL PLAN SHEET NO. E-3 'LANDSCAPING & IRRIGATION PLAN SHEET N0. L-1 SHEET NO. L-2 LANDSCAPING & IRRIGATION DETAILS Crff OF jt uw six smo STATE OF CALIFORNIA CONTRACTOR MUST POSSESS THE FOLLOWING:'; VALID LICENSES= t CLASS B >x ARI M LEE MWE 23121 CAVIL APPROVED BY THE CI"Y COUNCIL tr�eg MytLm DATE MA 3. 1998 APPROVAL RECOMMENDC1 un a' C M3K`R �•� b� ASSISTANT R.C.E. 232x1 i I EXPIRES PECENR. 19" WASTE WATER TREATMENT PLANT NO. 3 ADMINISTRATION BUILDING NO 1 I" 11 ..�aat 'si. -`SY, .t�.c-:..'�' � .'�.r "fie ,✓� �.a �� F � �; y �" ; l� .��� ll a��� a i 777 lcm'.$�3i(ifii6 - --- - Citit,ki�tiw-Ys"esu:L""Tti.`R7c;S�7 7 .--- - a. ij ,d, • ;6 a fi Y LL; ..�aat 'si. -`SY, .t�.c-:..'�' � .'�.r "fie ,✓� �.a �� F � �; y �" ; l� .��� ll a��� a i 777 lcm'.$�3i(ifii6 - --- - Citit,ki�tiw-Ys"esu:L""Tti.`R7c;S�7 7 .--- - a. 332 351! FMIGM GRADE 350: 349 348- 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. GRADE SCALE: imiz. 1" " 20' VERT. 1" " i'-0" SECTION A -A GRADING PLAN NOTES All grading shall conform with Chapter 70 Uniform Building Code and standards pertaining thereto. All cut and/or fill slopes shall not be steeper than two (2) horizontal to one (1) vertical. All fill slopes shall not toe out within twelve (12) feet horizontally of the top of existing and/or planned slopes. All fill areas to be cleared of all vegetation and other unsuitable material for a structure fill and the area scarified to a depth of six (6) Inches. FlII areas sloping steeper than five to one (5:1) shall be keyed and benched to support fill. FBI material shall be placed In layers not exceeding six (6) Inches in compacted thickness and compacted at optimum moisture content by an approved method. Engineer/Buiiding Official will be notified forty eight (48) hours prior to placing of any fill material. All fill to be compacted to a minimum of ninety percent (90X) maximum density as determined by U.B.C. Standards No. 70-1 and so certified by tests and reports from soils engineer. All slopes in excess of three (3) feet in vertical height shall be prepared and maintained to control against erosion. Diverter terraces (swales) with three (3) feet minimum width and one (1) foot minimum depth are required at top of cut slopes when ex. ting terrain slopes toward top of cut. Berms or drainage devices are required at top of all fill slopes. Surface drainage to be one percent (1R) minimum. except as waived by the Building Official. Grading work will be supervised as engineered grading In accordance with Chapter 70 of the Uniform Building Code. The faces of all cut and fill slopes shall be planted with a ground cover Indigenous to the area. The design engineer shall exercise sufficient supervisor control during grading and construction to insure compliance with the pians. specifications and code within his purview. vrtr�ullvv r�r11v UA 1«11## A a & I `1 i $Y3'S '�r'a .Ja. �� 'r~'E_,+�.r� �'+'TE. 3 � 3t'Y,;-''A !Pwv.tiZ:. O'yyj}.wr 'a'ay.�..._:.�n,.�. �_....�... ,.. ._..,-. ,..�.�.._.. r.�..... �.:.-...... . _.- __... .... ' a .. .�.ed. ,..... .....:- ..._.Y„Swv�.�.._...x._._.. ,..,,s�.,,�,.�, .>F._..s..,- ,..w..u.�..ac ......,a ..c..-, a. sv.,...y ..,.�__.._-.... «aimr. ...,.a .. a.w�..>.�.,.....,.........�..,...rsr_...�.....,._.-.w.._...._r.....v...,.,�...u.r..yua.r�.s_... i ,. ,.a�....�,.x rdv.k.�,. .�a ....ate. i.__Y .. ._ �. ... Y.c-I_t6-,. 9-O" CONCRETE SID mLx r Ir OF 90% COMPA NATURAL GROUND. CM • .UTTER. O CURBS GUTTER & SIDEWALK SCALE: 3/4" • 1•-d $!-d' CONCRETE SIDE1a" G• R■1/H?' 11/2" SLOPE 11/�" PE =1 ACDE OP PAVEMENT G"OP 90% CONATURAL GRO @_SUR13 8 SIDEWALK SCALE+ 3/4• • r-0• R• OP PAVEMENT CURSING r OF 56% COMPACTED NATURAL GR0UN0. OPLANTER CURBING SCALE; I"* f -O• ;�• UL ..&...7777: UNTREATEO FIBERBOARD JOINT FILLER. OEXPANSION JOINT SCALE; 3" - 1'•r eASPHALT TYPEI SAYCUT B MATCH EXISTING PAVEMENT t 4• Aft BASE CLASS Z. r OF 90% COMPACTED NATURAL SAWN& OPAVEMENT PATCH DETAIL SCALD 3/4" - I' -CP 3"ASPHALT CONCRETE TYPE '1R"• r AGG..BASE CLASS Z, SPOF 90x COMPACTED NATURAL GROUND. QA. C- PAVING SECTION SCALE: 3/4" - 1'-0" s' -d MIN. CARS TOP OP G•.��= PYINEMEN7 CONCRETE RAMP SECTION A -A r 4•-0• r TOP OF 7 PAVEMENT A CURBING r CONCRETE RAMP A Q_ HANDICAP RAMP DETAIL SCALE: 1/2• - i -d 2• FLOWLINE OF GUTTER t -o• a -o• 4'-0• SECTION B-8 SCALE• 1/2" # 1'-d w -d OR POUR CUM RETURN MONOLITHICALLY WITH (--- CROSS GUTTER. 1 I CURB • GUTTER EXP Ill \� B 1 CONCRETE CROSS GVTT EXPANSION JGNT) OCROSS GUTTER (V—GUTTER SIM,) SCALE: 1/0" - 1'-0" (EXCEPT WHERE NOTED) e-0• CONCRETE SIDE"LK G" OF 95% COMPACTED NATURAL GROUND. OSIDEWALK SCALE: 3/4• ■ 1'-d rA rA eoP 05% NATURAL GROUND. A.C. DIKE DETAIL e e SCALE: 3/4• - 1'-0" OF PAVEMENT 4 j 4 T30S., R•27E. M.D.M. ,l r. .a IYlN. 4e SEWER LINE EC• ' _ '' ..•I►�'� C 27i FUTURE 1L.MCCUTCHEN flx7 ' SEG 241 SEG 34 • e EXISTW8 WATER I NE ' 150" FROM EAST PEM ZLIM. S' ULTIMATE R/W LRC r EXISTING CHAIN LINK PENCE pp w _ 1 im PROPANE, TANK PAD — _�_ ( ' PLANTER (AREA S AREA ., W.iRT P N0.3 ~s A -I I 1 ADMIN 8106 2o'-d25'-d�2d_ 17�-0•x 35'-0"1 (TVP.) ITYPIEPAVEM�ENT I ' VERlD Or -d' SIDEWALK b ( . CARP 711 ENTRY I LA I i SUMP AREA A-1 ( g •� (2280 3q n E 12"DN1 V -GUTTER ( o: _ AREA49•� 1 PLAN rrA cs+ AREAS A.G OVLRSIDE DRAIN - - - _ - CURS •GUTTER - J06STS (LJ 1 M GUTTER ' j GUTTER _/ I CURB `S CROSS S -O SIDEWALK EXPANSION ---- f EDGE OF PA\ EMENT� GUTTER BUT 45.5PLA'JF SERVICE ROAD } TOP OF PAVEMENT __ EDGE OF PAVEMENT ' �\ �.. "• " 'IT :• .. , .r�r A.C. SLIDING GATE ULTIMATE - R/W LOW V �V2• DIA. STEEL PIN 'AV EXISTING CHAIN LUN( I 12• MIN, LENGTH FENCE 55'-d I2 EACH BUMPER) SECTION C—C TOP OF PAVEMENT `'-d PLOT PLAN r SCALE: 1"= 20• NORTH C 5/G" DIA., 2 HOLES NOTE: POSITION AS DIRECTED 8Y THE ENGINEER. PREUST CONCRETE PERKING r BUMPER SCALE: I"- 1'-d 4 IV 1. WASTE WATER TREATMENT PLANT NO 3 Ba,., • - u`". . �a cwam :-- a"y an r az:: �; : � it - AT L OTHER DESIGNS MAY TilULDIN BE USED UPON APPROIIRL er THE T LOCATIONS. ADMINISTRATION Oa ENGINEER. PLOT PLAN AI Ail . 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CARPET VI NYL V IMYL� TYPICAL SECTION = 1/4 • 1 - O 0 BUILT-UP COMPOSITION ROOFING 1/2" PARTICLEBOARD SHEATHING 2X10 FASCIA 4X4 BEAM 3" 0 STQ PIPE COLUMN Q EAVE a RAIN GUTTER SCALE: 3" - 1'-O` MTL DR RABBET FRAME Q INT. HOLLOW METAL DOOR JAMB SCALE: 3` - 1'-0" E NMI 'g AI i. 4 WINDOW DETAIL JAMB O t . SCALE: 3' - t -d a _ : 'ii $L BUILT-UP COMPOSITION ROOFIWI I/S' PARTICLEBOARD [1:i M. &L DRIP € G 'f 11011" (TYP.) Ell (, nq axe -/23190 FASCIA o FLASHING DETAIL ® CHIRP® d SCALE: a'- /-d WASTE WATER TREATMENT PLAN' T NO.3 R.T, a T.;} ADMINISTRATION BUILDINIsG:R .a h. , 9;tBrad SECTIONS a DETAIL�;:b : A.L Nwool CITY OF BAKERSFIGILD�� ! CALIFORNIA', ENGINEERING IIIIC! i. t . a _ : 'ii $L OFFICE NO. I a 2 EAST (4 SHELVES QIII O,C 3=G• SOUTH 4 -7 NUDGER BASE (TYP.) Dill at T NORTH GYP. D0, W TEXTURED FINISH (TYP.) CUSTOM CAGINET W/ FORMICA TOP, ADJUSTAGLE SHELVES • HUIGED DOORS. / \ j is y I TYP O TELEPHONE OUTLET r; WEST EAST 07 O NORTH a' -o• ® OFFICE NO. 3 EAST ( �RUSSER GAME (TYP.) 1•Xe (TY GYP. Ga W TEXTURED FINIS" (TYR) SOUTH FACING ON SHELVING, 1• X M• LENTO I SUPPORT TOM ADDED IRIEH SHELF SPAN EXCEII 3'-O•. STORAGE SHELF DETAIL R 4 STORAGE LL MOUNTED CLOCK GYP 90. M/ TEXTURED FORMICA COUNTER C FlNISN MP.) TOP RUGGER BASE (TYR) OPEN SPACE FORMICA COUNTER TOP OPEN SPACE �E EMIIIIIIIII hl�� 1 GYP. BD. W/ TEXTUR� FINISH (TYP.) -s TELEPHONE O OUTLET O RUDDER BASE WASTE WATER TREATMEPrr P 'T (TYP,) A \\ 3=G• SOUTH 4 -7 NUDGER BASE (TYP.) Dill at T NORTH GYP. D0, W TEXTURED FINISH (TYP.) CUSTOM CAGINET W/ FORMICA TOP, ADJUSTAGLE SHELVES • HUIGED DOORS. / \ j is y I TYP O TELEPHONE OUTLET r; WEST EAST 07 O NORTH a' -o• ® OFFICE NO. 3 EAST ( �RUSSER GAME (TYP.) 1•Xe (TY GYP. Ga W TEXTURED FINIS" (TYR) SOUTH FACING ON SHELVING, 1• X M• LENTO I SUPPORT TOM ADDED IRIEH SHELF SPAN EXCEII 3'-O•. STORAGE SHELF DETAIL R 4 STORAGE LL MOUNTED CLOCK GYP 90. M/ TEXTURED FORMICA COUNTER C FlNISN MP.) TOP RUGGER BASE (TYR) OPEN SPACE FORMICA COUNTER TOP OPEN SPACE �E EMIIIIIIIII hl�� y r'GYP G0. W TEXTURED FINISH D (TYPJ S TELEPHONE OUTLETOUTLET O TM //TELEPHONE O WASTE WATER TREATMEPrr P 'T WEERcm BASE (TYP) A \\ CUSTODIAL SINK YY WALL MOUNTED FAUCET, EMERGENCY y I TYP O TELEPHONE OUTLET r; WEST EAST 07 O NORTH a' -o• ® OFFICE NO. 3 EAST ( �RUSSER GAME (TYP.) 1•Xe (TY GYP. Ga W TEXTURED FINIS" (TYR) SOUTH FACING ON SHELVING, 1• X M• LENTO I SUPPORT TOM ADDED IRIEH SHELF SPAN EXCEII 3'-O•. STORAGE SHELF DETAIL R 4 STORAGE LL MOUNTED CLOCK GYP 90. M/ TEXTURED FORMICA COUNTER C FlNISN MP.) TOP RUGGER BASE (TYR) OPEN SPACE FORMICA COUNTER TOP OPEN SPACE �E EMIIIIIIIII hl�� CUSTODIAL SINK W-1 O WALL MOUNTED #AUCEA EAST DSTORAGE /LAB WEST RUSSER B (TYP) e -Ox t -d SHELF WO FACING W3 4 _ S MOIL MANGERS. GYP Bl WED z (:1 F NxSM(TYP) SCALE- 1i f. CI ' W M uses�c0 ' NORTH y r'GYP G0. W TEXTURED FINISH D (TYPJ S TELEPHONE OUTLETOUTLET O TM //TELEPHONE O WASTE WATER TREATMEPrr P 'T WEERcm BASE (TYP) A \\ CUSTODIAL SINK YY WALL MOUNTED FAUCET, EMERGENCY j CUSTODIAL SINK W-1 O WALL MOUNTED #AUCEA EAST DSTORAGE /LAB WEST RUSSER B (TYP) e -Ox t -d SHELF WO FACING W3 4 _ S MOIL MANGERS. GYP Bl WED z (:1 F NxSM(TYP) SCALE- 1i f. CI ' W M uses�c0 ' NORTH eye IIRISH ((TTYP) > ae O N 4 WASTE WATER TREATMEPrr P 'T A \\ CUSTODIAL SINK YY WALL MOUNTED FAUCET, EMERGENCY j EPDXY RESIN J SHOWER+�; ti / \ B SINK INTERIOR ELEVATIONS CUSTODIAL SINK W-1 O WALL MOUNTED #AUCEA EAST DSTORAGE /LAB WEST RUSSER B (TYP) e -Ox t -d SHELF WO FACING W3 4 _ S MOIL MANGERS. GYP Bl WED z (:1 F NxSM(TYP) SCALE- 1i f. CI ' W M uses�c0 ' NORTH WASTE WATER TREATMEPrr P 'T CUSTODIAL SINK YY WALL MOUNTED FAUCET, NO. 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I I 0LY -LINE 013103 25-X47'X36* Sink cabinet vr/palir of doom I , MONITOR #6334 . 24*X47'X3e Sink ban unit wAinged doom 0 LY -LINE /70600 25*X116'XC 2) — Kneespace Kn*aoe components. desk drawer.- I MONITOR #4283 24!XIS*XS* (QTY. 2) KneWoce drawer, - r,,% LY -LINE #15522 25*X35'X36* Drawer storage combinations. . %V MONITOR #4422 , 24'X35 -X36' Drawer base units, combination dioww @ LY -LINE #50126 1. 16'X35*X3W - WON hung storage, pair hinged glazed doom. --- MONITOR III 14*X35*X30* WON hung units. hinged stle a rag door. Q, Ly -LINE #30153/6 25*X47'X84' Tab vtoragk pair of doors w/vwtkd partition. - MONITOR #6103 24'X47*X84' - Tall units, hinged door*. I . , I . , 1 7 '�' I 4Y -LINE #50020 16*X47*X36" I Wall hung storage. open unit. VVlg\ MONITOR 06285 , 14'X47 -X36- WON hung unit, open shelf. �'� , I � 11 I I - I � I I � I I I � I � ' I . 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I " I 11 � � � , - � I � - ", I - ' I �� L_ , _' I - � WASTE WATER TREATMENT `PLANT __ Q?Rfiv � � �', � - � __ _ � 0 � ��'. '' I ':_iii '11 i 11 " � P�_. I v 100 --oft ' 1. , -- 11 3 I , '_ WWM7,-'' " I,- �"' - , I - I P " I _". 11 , - , I � 3, , - I 1-1- ,'� L � � - p ''. - � ". - - _ . NO. -�' �' 11 Ir i " j., 11 , , * - - - I ' � . � � " - , . � §ur - . � I . ADMINISTRATION BUIL 1I'NG , I - vt . I- '� - j "LlfA -1 , , I I __111 � ' I I , �- I -- � - . I —, I - - - All " , , � � �' , '..� I "_ it , - �iierwald 1'� � "J. , ��' j-, -, - A , 11 �ftw."Wii.�� I , I � 1. -1 I � '. 'I _ � _'� - I li - , '� INTERIOR ELEVATE SHGM"Iet �;: -,;,- ��' f i I .- ' ' '.' I , k I , �k I - , , . A � - I _� LL - I I.' - AtAfoaqns i ,,, A I 1'. ' r 1, ", , I- �' I , I � L , - - I I *1 ", � , R . � .. � , '1 14 I I I : I ` � ,- � � 1, CITY OF BAKERS IELD 114 '.111 I ", . - . .1 : �)�' -, .'r , , , , � . �' , I - "" ; , �.' � ,,, "�_ A-alm, -1 ��4 ''I - 3� �'_ . I '5� �g; ,I ljii . 11 1� i . � �j I "'� 11�� v I � - I �11 - - "W � �1 " I,�� � '��� - CALIFORNIJ, , L ' �' !�"r'. " - � '� �� � - i", _ 11 , - _ �a�" — ' I , - � " 11 �� I 1 C4 1 �� " �'All z �a' - I I 11 1-0 I - A �' I I - "---, 1, 1, " I , , ENGINEERING " � - I - I I � , , f VISION , r 1� '�jI � I � I � -1 Id , - - , I � i . - - .' "I , Ii 1.1 '.' , '_ ' I I 5 , � �Y_' � 11 � I ' - I �' I i I , , V, - -� �' I _ , I -S , 4�'� � i �P-' ,,- � I I � , I '; ' - , �i � '�� , l " , , Z' I 1� ill � - �; , I -4 'e - 3 � , I ' , , � . , � -- .. . I _'� _ I- 1-._...w, - I -i_ I L__,_'�'_z' , �__ - 4M ' '" - � 4 , - I il w ; k 5 A! � ", - , I I - - � ,� A , ; '; -"_ . I I I , , I , - ' Lj'��' , I - I - _ , t 7� ' � " i - - "" " I � 11 : � I 11 �� t 't � " : '4i I . - i I 11 ' t � I I ." � , l I I I ,� ' � ,: � �F " � , , '� - . 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I � -, , I � - 7 .. i " � -1 I �' - - - I � i , � _1 � I :, I . - i I �" I --- 0 I 1111 I 'I '1111 4 , L '�; 'I , - ' - - am - - '.', I 1 - 4 ,I I I I , ) , 7- ',I v i , L ' . - I n � I � " - I � ' I z , �' I � I _ � � ! � i I �� � I 11 _ - � _' , - _4 -� � 4, , � L , i , I � " 4 - I - - � � ii,,, ' �i - ��IlI ��" '__ 1 11S I,3_ i " II 1�111i i ,----- I :L - I - z ' 11 �' ' ; - I 11, I 11111111111111111111111111111111il 111111111111111111111� I - ' - I I � I- ' , - I � 4 ' - .� 4 - ilt, I I I "' ' I " . , - I I I � X � ' - , � � - I I , i i I .� 11 I L 1 k �� I I � I I -, - I 4 , � . I - - 1 - � ?, I . � I 1� � � � I �F " - 1. , : , , s4l" � , I _'�� - - I a - - I I 11 . P, , r I � � I I � � z G , ' , ' I I , - 'N �� " , - - , � t ' � I I ' ' j f : I - I I - �I 11 11� '_ � � �' , I 3 . 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I � , � 9 . , 4., I 11 - , !� '5r � , '�' " 1 - , 3 _� A I 11 , : ' � " -, 'I I!- t � - I I 7 -GiErf � �1_11'1. ' I . I �. -, '� I !� 'C�' � �'�6 " - i -_ j i , �� l- �2 �' L 1 _� I -: Y ' I." ! �' , i ��" 'I" �' I 11 "i � ;� ',�� - I I 1 7j , ,-,- ". 4 ' - �� � L� � __ � � 1'i'l'�'�?'__' I., '1' -, L�' I , 1z" , I , I I I , , I y I I _�� � , 1 i "�' �'�!�', K �� ,,, , , � ,1 , I , " , � I - � , I't -4 t I lz 4-4 "I I �' 4-1, � I 11 ; . ',',--, � -" 4 t, I ,I I I �' ` , - , .' Jk I . . - * I .� -1, r�_� � -- ) _ _ " , , 1, , I " , " I_ � . - , , I I , , i 1� Z , I ,��' I `Iv� , I , -11 ' I , ,� —1, --, " , - I � " �';; -,i " , ]�'� I ', , � t, , � � "� " � I � _ I - I 'I " 1� : � — � "I-, 1 I "j" I I I " t " ' i .' "I R ' - � I I I ;1" 11 11 I Z J�a I I " � ,_ t I 1. I L.! ' '� ; , � ' ;Icl I I l 1. I - '� I I � I 1. 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V. , l � - I � , ; i . 1 1 , '_� , - �j I I i - . - '�� 1 ,�"' �" � " -, -'�' i 1 ', j '-, � � i P� I , '�' __ ' _! '_�'j � I �' � -, , . , �' � -1 L f, '� � �� , " I I � , ,,,,, - ,� � ! 1 I 'L '� , _- �'- , 'L I � - � , � � -1 - I - � _ �� 5 � ' , , 'i I I � , - �I' I ;' , - 11 , !:�� � �" - , � � 0, i , , . � ' i ' . ', 4; -', N , j j ", , _ ' � �' ' i I i i, ' - ' I . � - L ` � - , , , � , - ". I :: . . �3 - , ' ' , . - , - '- I �'i �1' "" " ' - , 11 - . I , " 3 I ", - � "' .'- � - i � I . � �� � I _R , I - _: -, I ' i � i ""; �i - . t4 ,� j ,,z- " , I lu � - , �Iil , � I , , I 10 I I I ! -, I R p " , '� I -�i � j 11'� i I ��' I � � I I - I � - . I ; Z' i I - - .. � ' , �'1_41 � �' �� 1 - �"� I I - I 1 ' � I I � V, - - - ��1_'_ A" I _? , J� I L , ,� ' . , I �� M "'A l"' I I - i : 1, i, � �' � i -'A"- . 1 , 11 , , _5 I _. " �11"' - - - I - - - R , 11'' � I "! 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I . 1 , , I , .;, , " � I , - i � � � I 1-1 - _� I I I � '�. - ; , , I I � "Al ' ' 'i �"� , � , I I . I - � "A '! -1 �' - , , I I I �. 'y .", , , - " ` I - , ,1 �""' � ' � ' I - � " �- 11 ' - - I I � -, �,"' � � - ' I , - t - I, .- 1 I '�'� �_ L ' ' il � � I "I'� i 1- - � , , g� ;� .' � -11" "� , 1, �' - - '4 , I il , ,�' , � i 'I i'd I � I L" 11 ' -, ' � - � I , '� - ' � - -11, I ' ' I I p" I � -14, "- ; I -" '�"' z � -,."' . " - - r _- � "' - - " 112 - ' -11 11 "'"' ` - �: , 11 I � I � � 'i I -, -1 � , ; V � I . j I - I 1� I 11' - ?4'- e-ol" ' - I '�. " ", : � I SCALE �' � -1 _i'� ' � , ' - t. - I ' - I valm � , � I "I I ,j � �"-�' � - '� , I - ii'] e 'r., I I � - I IR441 , - , ' I � � ; 1, , '; ff ' I i� � � � -'�'. ' - i '�. ll �' '" I I . I " I 11 � � � , - � I � - ", I - ' I �� L_ , _' I - � WASTE WATER TREATMENT `PLANT __ Q?Rfiv � � �', � - � __ _ � 0 � ��'. '' I ':_iii '11 i 11 " � P�_. I v 100 --oft ' 1. , -- 11 3 I , '_ WWM7,-'' " I,- �"' - , I - I P " I _". 11 , - , I � 3, , - I 1-1- ,'� L � � - p ''. - � ". - - _ . NO. -�' �' 11 Ir i " j., 11 , , * - - - I ' � . � � " - , . � §ur - . � I . ADMINISTRATION BUIL 1I'NG , I - vt . I- '� - j "LlfA -1 , , I I __111 � ' I I , �- I -- � - . I —, I - - - All " , , � � �' , '..� I "_ it , - �iierwald 1'� � "J. , ��' j-, -, - A , 11 �ftw."Wii.�� I , I � 1. -1 I � '. 'I _ � _'� - I li - , '� INTERIOR ELEVATE SHGM"Iet �;: -,;,- ��' f i I .- ' ' '.' I , k I , �k I - , , . A � - I _� LL - I I.' - AtAfoaqns i ,,, A I 1'. ' r 1, ", , I- �' I , I � L , - - I I *1 ", � , R . � .. � , '1 14 I I I : I ` � ,- � � 1, CITY OF BAKERS IELD 114 '.111 I ", . - . .1 : �)�' -, .'r , , , , � . �' , I - "" ; , �.' � ,,, "�_ A-alm, -1 ��4 ''I - 3� �'_ . I '5� �g; ,I ljii . 11 1� i . � �j I "'� 11�� v I � - I �11 - - "W � �1 " I,�� � '��� - CALIFORNIJ, , L ' �' !�"r'. 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I I 41 - * 'I" '� I , 11 5 � I *' �. , I I L - , , I � ; '--i " - * - , . , , � I i I '__ � A , '�,"� , , � � 1 � ' ' , A � � I , . � : L, � ; , � , � 'I , � '� �1 , I � - � ' ' ' I ", .9 , � tL_ � ' I , , � �' i 11'_z i '�� � " �' "I I I � I , �� e 1 , . 1 7 � 1444 � � t; � A I � A - 1-1 " I -. / p L , " I i 'I I , � I _- - , I � , I ,I1 , � " I I -, .", I , � 11 I - � I I i I i I -11 I I � "I I - r I -1 I i I I , - � L ` I ,; -, F ' " I � : , ;; , , 11 , I , , � I ". I I _' , i � I � I . I I 11 I . I I I 1 � � : I . t , - , � l I � � L ! L t , I , t, I - 4 , , 4. 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TAW id, ` - I I � " , 'i� 1� � , s ; � I , "I -, , -- " I � L 1, , �, - , ,- i �.j g I - � , � � , L 'T �'. i Zi � ; - �, � , I I I , � - � , C � I .11 1% � . I I 1 1 1 11 -, , - -, ,, Yil r". I '114, X 2, NOT -OW 'I , i" A..�� 'I, ;1 ,� 1 f " : *501raw - : .� . - - a , e L ;- SAW. FIAT SA* , I - I I � , !, i i r - I 11 -� 3- -, ; I I I , ,�------ -, .... -,.!b�:: - , . . �, �LZ � - , - e cirm. 1!,� .. ..............'..... ..", . -- j�E . - � I - Ir (ryp.l 11-; , � - - - . W&-." I . - ,4�,;,� I I ; r CLIL " '. , I A :.: 4 NATURAL 9"W0 ---- - I , I I � (TV.) , GCW%CTCD TO t00% I I I , t, - V -, ?� , -- I - - ", - - I , I I 1 I I I , I I - <J I ,�� - i! ,@--- R)UNDATION SECTION "I � I . SCALE: She - e -d* -1 - � I f� �� � � , , -�� : .) k, I : , � 4- ... , , 4 " -- , Ix : , ;',, i , . "', 1 - , •-I J, , , - I , g t - I I - , ,0 I , � I I � I , � I , , 1, . , , i L i I - - . - I - , 1!1 i -1 -, 1, ", r-1 � , - — I I . I I -,s , I I i ; , , F, , 1 I I I � i i" � I , , � I _ �1, 1, 4 �� � . I 4, I I �j � . ,� ��,, i , � - , . PROPANE . . . : �11 �� I .� 1,>-, � 1L I - - , N �� � TAW I i J :. I , I � k ! , 1 11 - - � ASS i � I I 1Q, - � I I . ,��, 1 1� , - , , . - . - - - I 6 ( 5E - . - I I I - . I - � "I I � z�r,�, I'll, - I - - I'll , 'Z Z I I I - - I "i I -1 � I I I I I 1, . I , ��,. ix, �, - t;,'L 'j, 91 )PANE TANK PAD .1 kI I I I , , I , - � , I I - , I � - I I I , L I j;, � 1� I , � - , - I � I �,- -� I i I 11 I , -%, ; . � - I � - , - � I . q � , , I I I'- 11 ... � I " ": - P� - § �, " , I- I � I I 1% � - %, I - - .1 � , , , t, I , I - . I I , . , , - . I ". I L 11 � - I , - � .11 , I �' t I 11 I I , 1�' - I -: I - I - - I '. , - , - - - I 11 , I - - - I- I I � - - I I 1. � � � - - - I I I I I I I I . - T , - I , , I , �- I I I I - , - I r . I I , , LI I I - .� -1- I',, . I I � ,- � I 4,", �, kr I . - - - I - I , , I ,, - -, YE I I � , t I - I I , , I - - � I � - . t p. . - I �,_ ' I I IR I . -1 I � ;- L 11 - - , I - - I I I - '. I I I � I . I, - I I - , - �- - - - -. I � - -- � I -,. , � I Z - . I - L I - I - 4 I I � � , I � I --- I I I I I I - :1 I I , I I - , � I , L �, �' I I I C. I I I I I � � �, � I„P. -, I , .� ,, a, ” , ,g � , i- i '�- 1 i I'P� " ,", - 1�, - - -� � 1� � . �, P I � - N,,�� I � I , �, I - I � I �", , ,�, 4' -1 - 1-1 ,- I I 1. I I � - I - - I - - I , "I "I � I I I I I I I I . I -�— I � -777�777�7' `--`--��--- m-'7- --�-- - I I I L . I , I I I I I I : ," I , , - ,iv �,,� ., , � - ��- � f" " '4�' , I � : I ,1 ', , I , , -�-- 'i , i: _,,,-, I �-r� �,- -L,'- --,-----, , , ,,,- � I L , � I I I I x I � - — , , I , , -� -, i � . - , - , -1 I 11 I � I I I I I , - - � U , ,- 4 ,� ;i , , .. 11 - 1 I I I I I L I I �� , .� I 0 , - 'I- I � � . ; I : i I , � I I � , s ; � I i I � _ I - -,,A I ,-e � T , ,- i �.j g I - � , � � , L 'T �'. i Zi � ; EL 349,413 IN I.... I ;: I " 1 1 -:� � � - -� �� I I I . � I �' I - , ,� - � I � I I � 1� � I � '1- — , , I , , -� -, i , - , V �---- , ,,, - - - , . , I 11 I � I I I I I , - - � U , ,- 4 ,� ;i , , �; - � , , . � I f 1�1 � I 11 I � I � 1 � 1 I I I 1, -1 V� -,�j � I - 11 • I I I I I �k . , , I I �` I � - I , � ", � , .� � A , , - I . ! : � �� � i 5 i � I .11 1% � . I I 1 1 1 11 -, , - -, ,, I .� . , 1 ,- ,- � I � , ; � , ,� , - - . 11 - - F - 41, - � I E- , F; - I " , I - I I � , !, i i r - I 11 -� 3- -, ; I I -L - I I I I I I . I - �� 1, �,�, , i , - �, �LZ � - I , - - I I - I . � I "! I I i 1 �1� I 1 I I I , �11 f� �� � � , , -�� : .) k, I : -11 � J - 7 ; , I ,� , .1 - I I t - - - , , 4 " -- 1: , ;',, i , . "', 1 - - I . , -1 �, I F `11 I , , - I , g t - I I _ , - " �, ]� I - � I , � I , , 1, . , , i L i I - - . I - 1!1 i -1 -, 1, ", - I � I - I I -, � I f t I i ; , - i � I J . I 1 I I - I 1 � i i" � I , - I � I � 4 �� � , 11 �, A '- I 4, I I �j � � �i- ---�,,, I i , � - I 4 1 I - I 1: , I � -� A , I I , I I I 11 , L � - I �� � , , 4 - I � k ! , 1 11 - - � ASS i � I I 1Q, - � I � I I 1, I � I IJF I �, �1 "I " - I , � T , , I � , � ;! -- f , - � I I I , � � I ; , , I � I [ I I I N, � , � I - - I � . I , . . � � I ,� I i . i , , ,, , - , - I - � -� � , ,� GENERAL NOTES T ��, � il, - I "I I - , I - I I - 41 1 - I - I I � , , -. '. I !: j, I -11 � "I I " , � � o �, 't, - , I t, R ,�� , 11, -1- � , 11 - � 11 , - � , I , I , J 1, I I woo , ,�' ; .' ,R � , I � I �� � � � , - . I - i lj'�' , 5 , i, - I P. '-� �V , - I � - t, "- -- 11, � , , '] I I � 1 4 4-, 1, I , , , , � I , , I � I L . , , I I . i �, I I " I n , �J -- " id� I - I N I - I 1 . , I 'i �, " �, , � e � I ., I � � ", �, � I � -- i , , ,� ! I -� , � I I . A � � ,,.�, �:. ,,, L . �� � � � ,, , - .11 I I I �, , � 'p I I � 1, I., Contractor to follow Provisions of the 1985 Uniform Building Code. I I ;1 I I �, � -3 , I - I . I I I I - - , � I t . I i �.' t . � �'-�,: � � I , I ,• I � "I I I " - L - I - -, 1, , 1, � I , . �- 1, - I " - q, 't -, � , , I I , I - , 2. ' Contractor to verify all dimensions. Any disaVancles or conditions I I ; -� ,,, -." I I 1 - j ��Ir,'� -, - a - 4 1 11 . -,�. I- I , I � � i �, - ?" � � 14 I- I I -, I I F r- - , different from those Indicated an the drawings shall be brought to the A t �, I I � " � 1� � - � f i LLI �, �', "i "J �1'1 � ,�, " : 0 * I , i, - fj I W Z�� � ongineses attention. I -�, ,�' � .1 li� , ,,, � , L, I � - , - I � -� �1, ��- 1, � - �� , , , - , I V� 7, � I 10 ��i - 3. Details marked typical an drawings are Intended to show typical con �- : - 1, ,� , - -,,, , i � � 11 I � , i� � . S , I -1 F * �' I -; -` , � , , I - - ditions , I -. � �� , - � , �, - for the entire project and are to apply where similar con � �,, �- � 11 �- i �2 1! � - -1 1. 1� I I I I I - I I , ditions occur. I �! . � I I - 11 -.-,I, 4� - , z I I � 1, - 147,`�, ��,,�,�'-� � i � * , 4 ',Z, , t § 11 � , I � I 1 4 � I 11 � I I '- I ' � " I , � �� �'J L- Z, - -- I " 4 , 1 7 �� �-" - I I . � � " �j J , , : � , 4 . � � �, . i � � I , I I � i �, � , I � 11 - I - p 4. Framing conditions not specifically shown shall be tamed similar to I - I 11 I I " k K ji % � I I [A � �, " �1 _; " � , , - I -;,� i ,'� z .. - � , , - I , , " � t 1 I typical details as shown for respective materials. �:, � �- � - �� i � - , i� � -1 � t�� �� �-� �,--,- �, A ,--A , - - i - �1 - - I -Ir , ' 1 El I i" "I ��i ,g 11 4 m , 0 , , , , :_ 5. Refer to architectural. electrical and mechanical drawings for slab �"t I I -,s rq , , I �,,,,' " - ., . - , - - �- - �, �1 , , � I il -1 t, ',� , , ", �� - �, � � � � I depressions. slopes. curb*, drains. openings, etc.. not shown on / � fl,d ,,- J ", , 1 I -J , � , � J I I - - ,- 11 I ", , I , Ell, , -1 ,i, --'4i - "I : i i�, 4 " �4 1 I " I 1 � structural drawings. I � -,� - I I , . I'll . 5 � i,, � - I , � N I �; I �, 1 3'' -- I - � . -�; , -1 , � 1 � " I I � 'q -1", � f , - . - , . I " -, - 1, �, �-q ,�� 6. Provide openings as required per typical details. for mechanical and '�t �;� ,,, ,�-",� � "', �-,� - -�! I I 1. � - � � � - , �, � , - � � . � ; , , i ,� �- � - ,i I I ", 11 � , � , � I , I L; , � - � ,,, � 4 � , .1. , � I � , '� I I � -1 i, 1 electrical equipment. vent ducts. piping. etc. Obtain structural " I � � I , � '� I , I . I ,,� , � " , 11 � . -. engineer's approval before providing openings required by the mechanical. , I -, ,I . �,, �� �,�,, J � I i , i i I 11111 - , V t H 1 - , 1�_�'! , , I 1-1 � ii� I i I" . - - , t � � � I � ,I ( 1, I I , . � i i- W - - electrical or architectural drawings when not specifically shown on the . ,1 I . i i . I ,-,'� �� J �,'�, - I � 1�1 - -1 � I - �i �,:,!, � �� - I L� ,- I - I 1� I �! I I structural drawings. � ," i, i, �- , I L " ! , :t I � - I . I . ;J " , , I 'I :�' e 1 �1 V , I * . -, 1A , � I � - 1� � I : Ali I 0 , , .! 1� _j rl' 1, � . 4 _I I I , _ I , , 1 7. All mechanical and electrical equipment to be braced laterally and 1. � �- _ ,�,� T � , 1 , � ;- . 11, 1� � ,� F,! �-',, � � - � I � , " � - , A I ; � I - . i � , anchored adequately for seismic foods using an Importance factor of 11 t 1i , � I ��. ,� " - - N , , '. I � i , -- � , . : I I . �� I I � � , I , : � � � t, �, C I ;- � 13,��, � I � � .. . 1.0 for essential facilities. I � "I I i � I � -,�, i j I- , 1, z � ,� � 11 -1� � � - - " �, - I I I . � - i - , - - - I � �! - � I �� � -� I � � f�,' �! � i ,_1 � I � - � I ,� -, � - � � !. � , - � - , : J , 11: - I il"!,-,"'; I ; I i, , I - ., 4, w - � I ;1-1 I �- & Design loads: - 1", . , 'I,;. _,, , . � I I I Ili , : I I I A � : � I, � I 'L', -1 � .1 11, 11 I I - -�,--'' i � I � � , , -11 , . 11 -! , � , 11 -�, I ,,, � � , � Wd-."� , " , I -,-, -- - - Wind 11.83 PSF � I I - 1:1 � � �,, . I I I , - , , - *I'- I , � I � - N� r -, � I - I �1 , � I L Selamic 0.186 W 41' '3 � I , -� t � I I . -i'- I I , I . � 1, - I - , . � " , �'J ! 1� , � � , � � I -• �, . " , ; � 1. I � - � i, � � � � � 13 1 11 , 1, � - i , i I - - , � " - � - 4 � - . I , I .W� � 1] - � : i 1�: - , FOUNDATIONS are designed for a soli pressure of not more than 1500 PSF at , 1� � 'p ; g , � I Z r, 1, I :-, ,'-� , I 4 � , ,- a depth of 15* Into natural grade or compacted fill. FBI shall be �) i-- I I , , � A I i , I I , - � - 4 I � . I t, I -.1 , - �� .1 - ,L � -1 I � I - - � I-,' i �'� � I I �'� 1 � ,!, P , - , I - - - I I . " k - " - , , i I �,z , '-,, � " 11 "i -�l -, A - 11 - . I I � I - L, ,� - , � , � "I �; , �i3 -.�� , " I F , -� i ? - I I I compacted to at least 90% of maximum dry density. � 4� �' , �1 � I �� "', - ��' - I � L ! � I I � r ' - �'� 1, � -1 , , I t - , 1 � i t j - - � , - , t ,� Concrete shall have a compressive strength of 4500 PSI minimum In 28 days. , " : . �1 1� , " --, ""I I � �� I I I .11 11 - I � , 11 ,- M - 1 � 1, � - i � "", 1'-�- I � � i � -1 I -, , , i �,And shall be formulated with a minimum of 560 pounds per cubic yard of ". '�- - )1- - I , E I . , i :17f, � ,J � - i, , i 1, , - � �i � " t - � , I , - �, r � � � I -1 - -� r-1 - I , ,� i,! , � , �'�� � �, F�,--� . � � , � r, � I � ; I � , I i� I I � I - - - I I 11 I � , � I I I t, -J �" type I cement and a maximum water/cement ratio of 0.5. � I �. � 'I ��, !1 -, " 4 �1 �� -` - ; � � i i � I : I ,,,,�, 1� . i L I-, - - - n i �,� I - P I �.�, 'i , � I I t I �1 �!, ,,�, E-� i 4� , i �i !�, � I I CRACK CONTROL AL RETE SLA13S - Where not shown ,on the plans. joints , � 10 ��- ! - , � 1'�,-, - ---- I I i-, � of " � I - , . � � ; � ,- .1 e��, � , - shall ,�, " 'i �',` ,,��, �', - , ; , I � 1.4 ; - , _,I ' be � 11 . "I " - - - . ,� �� I "�r-�s��,, I � � -- , � �� provided In all concrete slabs by making saw cuts In a pattern 20'x2O* , ." � , - -f � -- . - I . I I , ", 'I- ,,, �,,, �2-, -� ,� � - i i� , , I "Lik. �, H�, � : t 1 ,,,, I � I I � 11�1 ( I , I f i , approx. except In general, saw cuts are to be under *His and plates C , � "!� -, �'-,,� - ". � , !- 1� , �J --I ' , �, , . , I ) !3 1, ,; � 1 � � I , a ;� ", � I 11 - � � I � - ' i , - ,� j-, , �� i I where possible. The pattern for saw -cutting will be established by the engineer 4� ",�, I �!, �1 �1 .-`,' � j - I I � 1" , 1 � 'P ; -, - , , I i� . I 4 in ", I � . - � '16 :� , , - prior to pouring concrete. The now cuts are to be 1/4 the thickness of the :!� P, -,�', j.,!,'�� J "'�`-'," � � � ;�- � � � 1� I i �, ! � - , J --, � - I � I ; 1 -," , - , I "• � * I �� -, il - , 11 1 5 1" --, � J " ,,� 11 � � ,,, - i J I I I Slabs and are to be made within 24 hours of placing the concrete In worm , �� � I- 1�1��, � , k � ;� . � I" I 11 , 11 � , 11 I I ,il •� �- � �� a � I . .1 -1 I ', � ,� � I � i� , " �, I , weather and within 8 hours In cold weather. ,I - I I -.,!,,',P,,,, � � � �� _1 I -i --,� � 11i , , � '� I � •- I � I ', �-, -4 � � �1 0 �--� i , � � I i - , I I , � i", .,: , '- . I , 1� I - -:'- . - 11 1-� : 1 ;� ", � . � - - 11 f " ,,� . ��Z 4 .1 I �� , j �, e -, - � - 11 . z-1 , � I �Fzll ; 4�. V 11 11 i-� , � 'I , �,-, 'r I � - , ,,, ; i - , I A � . � - , -1 :, - � �! 1, - 11 --� .1 - 1, L' �: - , I , - I REINFORCING STEEL shall be Intermediate grade (FY -40,000 PSI minimum) "I " 'i g !,-,o,� � ,q ji -, if � ` I , , ,� I I 1 1 : . I - I - :, " -1 , .1 L v - I�, deformed bars conforming to ASTM A615. Grade 40. Splices shall lop a -, - � I 1-.4 �,, -, - 1�, �� ,; -..,� I , !,:, � , ��, I � I � 11 ,� I I - I , � . � -. r, :i�,,,,�-, i � '- , n� I I , �� , , masonry. il� I � I I , , I• �, 44 -0: -1, ,1 "", : , 11 , minimum of 30 diameters in concrete and 40 diameters In mas , , >� I I , �. ,-� , I 1� - 1 "' I I " i � t� .j 1� -� I " �-- I !, �,� -11 ��t"- " i I , � ., �- 11 . I �, �� 11 : , I I I il, P 11 1� �'�, � �t - , Z f 1-4 --- � " - N 1, 0 - � " �- I I , , - STRUCfiURAL ,3M - All plates. shapes and formed sections shall conform to - �� " �� " , ; " ,�,�r' � �J '' ,��' 4 - � 11 " , � - 1�1 �- �i t, -,, " - 1, I , I - , I I - - � � - -� -1 " , H � 1 i�, A I I requirements of ASTM A36. Pipe and structural tubing shall conform to the 11� Hi 2. �,i -Z ,- ': I I I , �. 11 " - I - I 11� 11 I , - "'I - " � V " ,�.��� � ' - I - '! " " - " `� I " 11 - , �; , i I 11 - -,' -��' -E - � , .- requirements of ASTM A501. Bolts shall be ASTM A307 unless the plans show t M �� �i,�' '�, , I,.- I , �� �[ I I - - . '. , , !" �: , -, - - P � , I , , � I I n , ,� " ��-,.' -1. A , 11 -� A, t I �, �,�11- � � -,-,, - . �-, otherwise. Bolt holes shall be 1/16 larger In diameter than the bolt. 4 " , !, 11 - . ,; YVI-,,;�-�: - t � ,- 1, " I i � �-, H� I -1 � : I , , F; -- , , I I I I I 10 . I I I � , , � I Y, * , , � , , I , t I : I I -1 - ') -� , I 'r I I * � ` , !��;� A4 ,I I t, . ',I .-Z r�'� I f I � 11 - " ! , i ;�Li , It I , I , 2 ,v,,��,,- , � . - I GLUED - LAMINATED BEAMS shall be coast region D.F. combination 24F using �,, -1 �_ , , , , ;,�t 1�1 ". I , I � I , " I �i , i !, - - - � - , , � " r I 1 i I ,,, A -� , � - I - -- , �� � I � - I , � -1 I i 1, �,,' � , ��-, 1 " A, 1, I . - I �q - � "I , � � , , F, - i r I - 1i , -i I z � ��, ,* 0�, � , I waterproof resorcinal resin adhesive conforming to Fed. Spec. MIL -1 397 B. i'll ", , , ,'a i I - I � ,�, �,�,i - � I ,� I , �� I � I � 11 i ij-l� -, - r, I �� - I I C -1, �', � � - , ,.- � " I t " - �-'�! � I I , , I I I It"" , ". f - ,� Appearance shall be Architectural. A coat of sealer shall be applied when ,4 ` I - � ", � ,-i, , ,,,q;,, � , 1: � l�,,� I -', � ,,- i - - - � � I ,!I . �,, A , , ? , the boom Is fabricated and the ends shall be sealed as soon as practical -1 -', �'-, �, , , - I , � , 1 , � � i �� �, I --- - i?, � . �- �� � - - . -, , ,�-�, Z ,- ,� -1, � � i, -q � - 1 , I � after end trimming. Fabrication, workmanship and adhesives shall be In �1- 11 �, � - I - - - I F I , �� 14�1 , ; !� 1 ,31 � - "i., , , '; I , I r " � � Z�-, � I . .. I I 1� , .. - I , r �' 1,11 - - -, J--- , �,3.-, � J� � -, ., ! , , A R ,I i 6 conformance with U.S. Commercial Std. CS 253. The boom shall be marked '. � � il, �� !; la - � 1i . L, V--- I � - . As -�',� - - j, � , I � � 1�:Z� -,I A 1 - 1i � ; � 4 " � � I with an AITC quality mark and an AITC certificate of conformance shall be .4 I ,� i I : �': " -, , Af - , 1 4+ ;C ['a, A �: Jl * - , F , - � 1i , 11 , , � � , iz ", N71 , j , , . provided. Sizes and comber shall be as shown on the plans. 11� � VA, I., �,,,- 11 - I � " - � - -� -- , , - M I �- -1'� � ". �,-, �71 , 1�1 . �i I I , , � , ,� �--, �,,-"" � - � I � - , I &.J�- " � A , 1� � k I I . � I I �, !�- M. V� , � N ` I % I 4� it I - , - " -� le �' � I ia 11 k - " . I - ,'� -� ,Ii �_, � , ,,, I I i , � I -i- - I I � I T � I I " .�'L ' 14, .1 I - .1 , _ I j f , -L il . � I � _ �- - _ � 1_ - I A I 11"I � I 11� I ;, `-� i�l , I I , - I � I I 11 V �-1 �i "Ai -, � � �� , , �1, I � 1,; � I . 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ADMINISTRATION BUILDI 4G � 341411IMN 1 7, -1,-- , - � � , � - -1 - - 1, ,j �, � � , I Brad lbilfriew"I � i 4, .,. . I - I I - 11 " J"�,� , goom 11148lawl - � I i I I I �-- I "" A , I -� .1 �� DETAIL SHEETI" I - - " � .1 , . -- :: , I "I I I - hant, -� - JL -., ,,, 1 ,11 � t i,— - 11 . &k. i � - � -��, � 14 �,, �0� I L - I . — 11 - � I e � - - , il � - A�A.' � 1 �-,-Rr4m 1 �, i I e � I . � - � I , , � ,!" , 11 I , " L, � I ��,: - ;- 'k i 1;� " - , - � - , - I,,, �-- -1 , 1, � � � � - , � , � � - � r - -1 � - � � � � i'� -� -, A �: s & I I CITY OF BAKERSF ELD ��,,,,,; I, -, . ", '. ,� 5 i � i � "', ,1 7 , - �,% I �: V� � ,�� i e - _ - ; I , ' �' ' ' . I - - ' -1 I 1. ' - - � � � . I I w I ` ' - �- 11 � " � � ' � ' t Z , - �� 1 ' `� 11� I �, , I -Z " 1� 1 .� ` I ,� �L �, _ � '� � I � , CALIFORNIA �; ��,,." �, 11 I! , . I , I I f , , — , I I - L _ , - - �111 , , - I "': -4;-w— � , I . � I % I ,,-, -1! I - - , 1. 'i I � � , 4 ,;",A � , , -, I ENGINEERING D SION �i . 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I i .. � 1A iii 1, , I I 1�,i I - - I 11 1� i; 1�4 - !J I -- 1-1 i � I " i. i I , I 4I�- , , " � , i I - I L j, 3. j 1. 11 , - I - . - - I - - � � I -- , 11 I I- � i , I I I I :! 1, , - � , : r I , 11 I . if � I � � i � - " I L, Ii I � - - - , i .1 , ! � Ji � I � , f, 1 A , � ! L w I � 1 i I I I � , 11, � I I 1. 1I i I- I , I IF " - 1 I I i I ?, ,I � , t - £ 1, - , I . K , - I 'H1 I , - .1 I , 5 I , r7 1 ; 1 L -- !�! I . I !- � I I I 1,; I I I � 1 1 I 1 1 , I I . , I i I 1, 11 ' I I I � I I "I , I � .1 � 1. � I v , -, i I i I I I'S I 1, I �- I � _j i �Tk II � ; -1 1, I ,- J . I , I. , -- I'll I , - VVI I 11 A t I:.1 - 5/6" Grp, so. 2 X 6 STUDS O 16" O.C. - R-18 INSULATION STUCCO EXTERIOR FINISH - 2X6 TREATED SILL W/ - 1/2" 0 X 10"A8 W/NUT 8 MASHER OR SIMPSON WAS. 4" THICK CONC. SLAB WSX6, OXIO WW.F. OVER 2 SAND FILL 0 TOG S CONT. REBAR OFOOTING SCALE: 3/4" . 1'- 0" 5/8" GYP. BD. 2x4 STUDS®16"O.C. R-11 INSULATION — 2X4 TREATED SILL 4" THICK CONC. SLAB W/8X6, OXIO W W.F. OVER 2" SAND FILL. O INT. FOOTING SCALE- 3/4"- 1'-0" CONCRETE SLAB W 6X6, IOXO W.W.F. OVER 2" SAND FILL. SLOPE 1/4" PER FOOT AS PER PLAN. I" TYP 9 TYP (12" CARPORT) L- 4" TYP g" (8" @ CARPORT) f-- -Q 65 CONT. REBAR BOTTOM® CARPORT ONLY. OCONQ SLAB EDGE SCALE: 3/4" - 1 -0" 2" r 6- THICK CONC. SLAB W/ 6X6, IDX 10 W.W.F. OVER 2" SAND FILL. SLOPE 1/4" PER FOOT AS PER PLAN. IFS CONT REBAR BOTTOM 04&AaaqRT & At EDGE EXT. FTG. SCALE: 3/4" - 1'-0" 3" B STD 4 *4 VEF SPACED. TACKWELD O PIPE COLUMN FOOTING SCALE: 3/4"-1=0" ILT-UP COMPOSITION ROOFING I/2" PARTICLEBOARD SHEATHING Jam. 2', d'�y 16 GA. G.I. METAL /-FLASHINU. 2x10 FASCUI 2X6 BLIfG 4x6 BEAM 2X8 JOISTS @o 2!-C" O.C. I SIMPSON CCO 44 COL CAP xiix 3" 0 STO. STL PIPE COL neBEAM-COL CI — I - t it II II Emmmommmi - 6X6 6x6 6x6 6d 6s ■ A ILT-UP COMPOSITION ROOFING I/2" PARTICLEBOARD SHEATHING Jam. 2', d'�y 16 GA. G.I. METAL /-FLASHINU. 2x10 FASCUI 2X6 BLIfG 4x6 BEAM 2X8 JOISTS @o 2!-C" O.C. I SIMPSON CCO 44 COL CAP xiix 3" 0 STO. STL PIPE COL neBEAM-COL CI — I - t it II II 0 Sm PME COL, ox all I �–=J +• d II t II I 11 II 11 II RIosE I - 4a6 4X6 4a6 L _ PRE -FAB TRUSSES it i AT 2: D.C. Iii t it II I 1 • 1 1 CARPORT (TYP) It 11 II II a I . SCALE: 3/4"-1'-0" O - --•NI--..g=_��..{.Jt- =-&.---��=JL_ FELT Q/ 1/2" PARTICLEBOARD SHEATHING. �CONC. TILE ROOFING PRE -FAB TRUSSES (� 24' O.G R-30 INSULATION PLYWOOD BLOCKING FOR INSUL. VENTILATION SPACE (4 SPACES EACH SIDE). E.N. 2x BLOCKING (DELETE OLK'G 4 PLACES@ EACH SIDE FOR VENTILATION). 16d TOE NAIL (3 PER BLOCK)• n r- CONTINUOUS 2" SOFFIT VENT. 5/6" GYP. am --- 2s6 DBL TOP PLATE 2x6 STUDS(i)IC OC R-18 INSULATION S/d' GYP. BD Q TYPICAL EAVE SCALE: W'- I' -d' 2X10 FASCIA EXT. STUCCO FINISH. E -NAIL 4.160 NAILS CONC. TILE ROOFING FELT 0/ I/2" PARTICLEBOARD SHEATHING, 3-16d NAILS i 2x6 OUTRIGGER S'OC /JFK+ 0 -2x10 FASCIA PRE -FAB TRUSSES tg� GABLE END TRUSS NOTCH TOP 24" OC. CHORD @ OUTRIGGER. @-GABLE END OVERHANG SCALE: 3/4" - 1'-0" Emmmommmi - 6X6 6x6 6x6 6d 6s DOUBLE TOP PLtTE CONNECTION A J moommuff 1/2!P 0 0" O.C. "R O.C. SIMMPPSON MMAS � 6'-0 AS 4'-0" SPLICE W/ 7 —1/2118 BOLTS 0 Sm PME COL, ox all I �–=J +• d II t II I 11 II 11 II RIosE I - 4a6 4X6 4a6 L _ PRE -FAB TRUSSES it i AT 2: D.C. Iii t it II I 1 • 1 1 CARPORT (TYP) It 11 II II a I . SCALE: 3/4"-1'-0" O - --•NI--..g=_��..{.Jt- =-&.---��=JL_ FELT Q/ 1/2" PARTICLEBOARD SHEATHING. �CONC. TILE ROOFING PRE -FAB TRUSSES (� 24' O.G R-30 INSULATION PLYWOOD BLOCKING FOR INSUL. VENTILATION SPACE (4 SPACES EACH SIDE). E.N. 2x BLOCKING (DELETE OLK'G 4 PLACES@ EACH SIDE FOR VENTILATION). 16d TOE NAIL (3 PER BLOCK)• n r- CONTINUOUS 2" SOFFIT VENT. 5/6" GYP. am --- 2s6 DBL TOP PLATE 2x6 STUDS(i)IC OC R-18 INSULATION S/d' GYP. BD Q TYPICAL EAVE SCALE: W'- I' -d' 2X10 FASCIA EXT. STUCCO FINISH. E -NAIL 4.160 NAILS CONC. TILE ROOFING FELT 0/ I/2" PARTICLEBOARD SHEATHING, 3-16d NAILS i 2x6 OUTRIGGER S'OC /JFK+ 0 -2x10 FASCIA PRE -FAB TRUSSES tg� GABLE END TRUSS NOTCH TOP 24" OC. CHORD @ OUTRIGGER. @-GABLE END OVERHANG SCALE: 3/4" - 1'-0" A A A A in? VENEER COLJMN SCALE: 3/4" - 1'-0" = 1e -w 4' d'�1 d 11" I I T Lra` SHEAR WALL SCHEDULE SYM. 14 - 6X6 6x6 6x6 6d 6s DOUBLE TOP PLtTE CONNECTION A J IV 1/2!P 0 0" O.C. "R O.C. SIMMPPSON MMAS � 6'-0 AS 4'-0" SPLICE W/ 7 —1/2118 BOLTS 0 ®6'-011 O.C. OR s 7/8" STUCCO N/A --0 h u _ 3"0 STQ PIPE COL. 6 f g 1/2" 0 ® 3'—O" O.C. OR n I 2—M—W (ONE SIDE) 8d ® 3 D.C.4—O SIMPSON MAS Q 3-6 O.C. SPLICE W/9— 160 3 1/2" PARTICLEBOARD 8d 4" O.C. 1/2•' 0 Q 3!—d' O.C. ,OiR 4'-0" SPLICE 'W/9 -16d 2—M—W (ONE SIDE) SIMPSON MAS 3—E D.C. s' MASONRY VENEER .). 3"0 STD, PIPE COLUMN ROOF FRAMING PLAN 2 X 4 STUDS SCALE: 1/6 - V- I 1 AIR SPACE BETWEEN FRAMING AND VEIIEER.- 15*BUILOINO FELT BACKING 16 GA. TIES@16"0C. S HORIZ. AND VERT. 2 10'-0" 10'-0" d '.- '�.>• .i:' �1' --� �—�_ 3"0 STD. PIPE COL. 8'-7" 33'-0" . q O .I:• – I 4 sz: _ A A A A in? VENEER COLJMN SCALE: 3/4" - 1'-0" = 1e -w 4' d'�1 d 11" I I T Lra` SHEAR WALL SCHEDULE SYM. SHEATHING PANEL EDGE NAILING ANCHOR BOLTS DOUBLE TOP PLtTE CONNECTION A 7/8" STUCCO N/A 1/2!P 0 0" O.C. "R O.C. SIMMPPSON MMAS � 6'-0 AS 4'-0" SPLICE W/ 7 —1/2118 BOLTS 0 ®6'-011 O.C. OR 8 7/8" STUCCO N/A SIMPSON MAS 6-0" O.C. 4—O" SPLICE W/7— 1/2"0 BOLTS 1/f PARTICLEBOARD " 1/2" 0 ® 3'—O" O.C. OR n I 2—M—W (ONE SIDE) 8d ® 3 D.C.4—O SIMPSON MAS Q 3-6 O.C. SPLICE W/9— 160 3 1/2" PARTICLEBOARD 8d 4" O.C. 1/2•' 0 Q 3!—d' O.C. ,OiR 4'-0" SPLICE 'W/9 -16d 2—M—W (ONE SIDE) SIMPSON MAS 3—E D.C. 2 TYP.41 i Qpy'S I I is 1 + I 10'-0 3 h Tr8 x tYP PZb i 3-2 S-2 i aAv - e (------JL --- --- ----_ _---- ---- 1.1 3 3@12, sm COL.s-z -0" - - - - - 14'-0" 6'-0" - --. I5'-0" TS'- 0". 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Ql7W/�; A.CUNif dK IC!/RE M. - i/ER/FY MANUFACTURER & CATALOG NUMBER dM- //" 0.4viry M/J ur.w W/LQ7St -_ LENFL caoa CURB SECrtou�ea/crsizes _ RE/£R R7MECN OiKS CONTROL NEXT TO LIGHT SWITCH, SWITCH W/LIGHTS WITH GEMINI .0 s/rNe6cr�uuc a►�cs rioNs L;Q{A'GMCNr L/F7/Ns cCLdA/PS � �� ,44lA//7 1600 CFM AT 0.5 S.P. EXT, 150 CFM MIN OSA _ 4NBIRa dS REqui o ssr 3 PHASE , /SDLAr»R Lw/r-SEE .Volts supwo /SOIAIOR Cif/LN Y3YQ cavr. W/K�hN/K a t� K AC FPtE-OP/LCJ B�pqpENE CLOSUR!. FRAME (SPRING ISOLATORS W/ WEATHER PROOF NEOPREN; 4V /taCdR7�Q MdAiYd;Aq , Cllj f MVr t W41VIO wAtwt4 \ 9�4'fpL/'raE»�YEPERi.VR aGC/rFd/rN�srar / 14 n0�&IRS LsASZ1us<s4'u W/AWA16 A444 1I Of VAel&Va,9avAv- SyForw OWES A.C. uNn sE ,r �AWROYEO /sOZ4FX UA//r - M.W SdusrB l CO., /NC., V/LENC/d, CdL/F SE4/ES Bab / EX rrP4 SCQ w1V_--4f/GL /NO NgPiZ r44 SF/SM/C A'ES/%LI/N7. M444////fd fUQEQ SpALC PA'17v/aE qEf/GN SLA4//rr44S AVOWLf/U6 CA[C!/LI /O.{/� tNOw,N6 CAViO?MdA/L'E 10 SE/tM/C OFt/E,y CA!/7AWY4 Af FOCI t. NaP/Z • CP -aG .% VE?r. Cp -122 (S'l flll AACll5LVJ S//eSLf/frdLS SNOLG EE S(/LJECf ro l.NF' AppA71OV44 LY Tiff .MO[CAW/KCL EA/G/UEFR I SlR!/C7YRIL iN6iNEE4 A.C. UN/r CURB /SOLATo/I d MOUNT/,VG DETII /L EXHAUST FAN SCHEDULE Aw MANUFACTURER & CATALOG NUMBER MARK i CAT. NO. LtvOREN COOK (ACHE EQUAL) GEMINI #4-15A CEILING MOUNTED E LOU CFM AT 0.25-S.P., 63 WATTS, IISV/1 PHASE, COOK /FSC RR 3110 CONTROL NEXT TO LIGHT SWITCH, SWITCH W/LIGHTS WITH GEMINI Ae 45 ROOF JACK, 1435 EXHAUST AIR OUCT Ail CO AJ of rrO�/ AJQCr l AIR CONDITIONING UNIT SCeIEDULE REGISTER SCHEDULE REGISTERS SMALL BE ANEMOSTJ SIZE, THROW, AND CFM AS SNORT AND AS FOLLOWS MARK i CAT. NO. TYPE PANEL. SIZE REMARKS CO Pic SURFtCE WITH EXTRACTORS RR 3110 SURF/CE Ail CO AJ of rrO�/ AJQCr l AIR CONDITIONING UNIT SCeIEDULE MARK MANUFACTURER & CATALOG NUMBER WEIGHT ELECTRICAL CARRIER #48KLA048 OR KLA148 ROOF TOP GAS ELECTRI'4 635 LBS KLA048 Ae 4 TON NOMINAL COOLING, 80,000 BTUH GAS INPUT T7FM440V/ 1600 CFM AT 0.5 S.P. EXT, 150 CFM MIN OSA 3 PHASE SAUSSE SERIES 8000 VIBREX TYPE /SCR PERIMETER 24.IFLA1208V FRAME (SPRING ISOLATORS W/ WEATHER PROOF NEOPREN; /230V/3 PH SKIRT) FILL CURB WITH LOOSE INSULATION, DOWN TURI 48KLA148 PLENUM, ENTHALPY CONTROLLED ECONOMIZER, RELIEF 70 TFEW-208V SECTION, FILTERS,CRANKCASE HEATER, AUTO 230V/1 PH W/ THERMOSTAT W/ VANDALPROOF COVER, THREE PHASE BUCK & BOOST THREE LEG PROTECTION TO 230Y/1PH CARRIER #48NLT042 ROOF TOP GAS ELECTRIC 620 LBS 3 1/2 TON NOMINAL COOLING, 60,000 BTUH GAS INPUT 1400 21.9FLA/2081 , CFM AT 0.5 S.P. EXT, 75 CFM MIN OSA /230FLA/3PH 1�97 SAUSSE SERIES 8000 VIBREX TYPE #SCR PERIMETER FRAME (SPRING ISOLATORS W/ WEATHER PROOF NEOPREMi 28.8FLA 208V SKIRT) FILL CURB WITH LOOSE INSULATION, /230V/1 PH W ENTHALPY CONTROLLED ECONOMIZER, RELIEF /BUCK & SECTION, FILTERS,CRANKCASE HEATER, AUTO BOOST TRANS. THERMOSTAT W/ VANDALPROOF COVER, THREE PHASE TO 230V/lPM THREE LEG PROTECTION TITLE 24 DIVISION 9 OF THE CALIFORNIA ENERGY CONSER- VATION STANDARDS FOR NONRESIDENTIAL BUILDINGS HAS BEEN REVIEWED AND THE BUILDING DESIGN DESCRIBED ON THESE PAGES IS IN SUBSTANTIAL CONFORMANCE. CODE, -RULES AND REGULATIONS ALL WORK AND MATERIALS SHALL COMPLY WITH THE LATEST REGULATIONS OF THE STATE FIRE MARSHAL, CALIFORN,A ADMINISTRATIVE CODE, SERVING L)TILiTY COMPANIES AND OTHER APP- LICABLE STATE AND LOCAL ORDINANCES. NOTHING IN THESE PLANS GR SPECIFICATIONS IS TO BE CONSTRUED TO PERMIT VVO?K NOT CONFORMING TO THESE CODES, WHERE WORK OF A HIGHER DEGREE IS INDICATED IN THE PLANS OR SPECIFI- CATIONS THIS REG,AREMENT SHALL GOVERN. UTILITY Co. REOUREMENTS VERIFY AND COMPLY WITH ALL UTILITY COMPANY REOUIREMENTS BEFORE BIDDING JOB AND BEFORE CONSTRUCTION: POWER Ca 15 0 X Tu RE WA TA =` ,`z. A PHONE Co. CONDUIT RUN IN WALL - ATTIC, ' y C 2*12 AWG TW> 1°12 GND'• FAC -Iris 6�.I.1, ?AfJB M o lA�l Pn. _L8 '�_9s-4�i2y CATV Co 3°1,' AAS T it^ J CJS. _Ph �—TfPE "I-, rlxTU;x � Uhf TooWATG � t, po`"�. 01 - NACA�W, Wc,IJGi Lilt f- SASE GOvel2 .J t?iz? pAu K LE C W � GONG. �Gk7 t!hlc�{ i..I/ 1" Gi-IAMF�:c e-mG E !fe.l! Ir` P1aJ G}ZAt�E 4�'`--'._.�AhIGHOR DOLTS - SOUR (Z�Q�i7 • —PEEN f�ejV LITE FLAW W FOUty *4 REOAR �!/ � vEtzT. TIEt, �@ 120 ac.. E� I FIXTURE " E ' MOUNTING NO SCALE r- - MAIN hWBD ffg ONS 1.19F CTIAGgAN '- 7p U ({L11i NE t IgA NEUTRAL G at ND '^NEUTgAL L;NK p,^Nc TO INTL�I�2 MEjAL tdAT�Q PIQINc�+� +� --- i1? ?G i1�VEQGgOU0 METAL 411E12 y i'f�fuu � O TO H1 TAL Ps p(T MI,.kQ tG CC`hv.1> j� �I�GA�En Y �GTQ4t�� ;��s2 GwGU�D-g-� �i,EG?�1GiAl� {'Lg 2�i081• I9�4 N is G 1 li AYAfi AB�:EQ� 4D ?I {t 2h01 Ia$ # NEC CN ?NE rrcM�9E� ^F ;;%t�C'�g ��-hCtrC`;v� Ogg TPBLe i�D• �b•1?�4 �Li< , E I 'Ca ELECTRODE SYS. NO SCALE YALL C! tN W P f �f t^ETP_R'G FACILITIES l- r MAIj PER ONE LINF_ C>fA.GPAM I i .. ' TaGl BLE HASP FOR + I CO LOCK S' ANCHQRS LIPS INKRS c EACH CORNER P R ONE L, P= F^cH SEC T -!ON 3 MAIN S\,./ITCH130ARD NO SCALE 4"c To Exf�T G ?G * S �iACIUTI! SERVICE FUTUREcCUTCHEN RC.. �I�IAIFI >QW� �M�Pi C� a ,i i j i f I Er 7A�D�Mlft q�22 + 2 -- -- —-ZG((I"L�. y SUMP AREA - i I t:. a i CALCULATION UG HT5 f HV A. C. - Iyj, 82olJ I W3 �f'(�li*✓IJ �ulpM�tJ'� fo,000lJ � � I j�: MI �c�LL I oU� two w �uP�-roTAl, �,,�o1J + ToTAL, C:7o, or�W SITE: ELECTRIC ►L PLA AT 1201246V fi� b:4 2',4 AHPGi SCALE: 1=20-0 TIiwwf A, 400AAi cor,-FVIG6 i� Ai7rrQUA1;✓. SITE ELECTRICAL PLAN NOTES: i I2oV, % H vlgl -( BXACI WCATIoIJ JloOI46F. C�NT►Z9� 10 1!,F, J�Y of *4l )• Q ��¢ G -#lo .t ► 12 UfJn iT�wfJ-cU). 4 e. O G f7([t-cul. MAlw 'e'wlTc'He'wt2 IZo��4oV i� 3w 404)A (421 A.I.G.) ® �/¢ ca -4 to t 1"12 GfJb(,��lt�-GU). or j TtJc 2IepL ) UTI) l_ l7UI.t�Ihlra�AV�flohl T: A61, 'l---�,vrAcl_, x0p2 © 2G yTUPJ Fi poM fGL' �at7 fop fula 2 /2 NO 00AZ WII.DINol At2vl IoW- GA G,. i T p ,: TA 8K�✓ 0°c• To CXI�tG QGi >;GILI IES• A`'n$' yEi?IF-C r;X1t �E<?�la FoIJI�TIofJ WASTE WATER TREAT,�eNT PLAN I,¢•,' = l-2 8- QonJ� w1T� >'AF. NO. 3 = AWS p>�o To G�oUIJl7 — / SAN CTI+wN-cu) u ADMINISTRATION B lILDIN A I's 5 wr t 18.8 A EAc+ STUN Q A �o I'� $� GD'1T�©I.ci, I sxNsra "-�u���/� 240v I4 47171; FLAN Mot 9T U -pox F> �+i ►>J HAu, ATt�co'I SITE ELECTRICAELACK .w,&Mm.I,._..�-x„ CITY O�BAKER�� I ELO 5 ONS LINE DIAGRAM .,�.,i I j EI CALIFORN A ELECTRICAL SYkISOLS. ALL DIMENSIONS TO CENTER OF BOX, U.O.N. - �;R ^ h._UzT NUMBED _ ? -.; 1`r 15 0 X Tu RE WA TA =` ,`z. A — CONDUIT RUN IN WALL - ATTIC, ' y C 2*12 AWG TW> 1°12 GND'• •raa/+•, It 3°1,' AAS T it^ J CJS. Tl, ;(TINA , q[1tt i. r_ Tt ��- tiONL O, L.' ? 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E� I FIXTURE " E ' MOUNTING NO SCALE r- - MAIN hWBD ffg ONS 1.19F CTIAGgAN '- 7p U ({L11i NE t IgA NEUTRAL G at ND '^NEUTgAL L;NK p,^Nc TO INTL�I�2 MEjAL tdAT�Q PIQINc�+� +� --- i1? ?G i1�VEQGgOU0 METAL 411E12 y i'f�fuu � O TO H1 TAL Ps p(T MI,.kQ tG CC`hv.1> j� �I�GA�En Y �GTQ4t�� ;��s2 GwGU�D-g-� �i,EG?�1GiAl� {'Lg 2�i081• I9�4 N is G 1 li AYAfi AB�:EQ� 4D ?I {t 2h01 Ia$ # NEC CN ?NE rrcM�9E� ^F ;;%t�C'�g ��-hCtrC`;v� Ogg TPBLe i�D• �b•1?�4 �Li< , E I 'Ca ELECTRODE SYS. NO SCALE YALL C! tN W P f �f t^ETP_R'G FACILITIES l- r MAIj PER ONE LINF_ C>fA.GPAM I i .. ' TaGl BLE HASP FOR + I CO LOCK S' ANCHQRS LIPS INKRS c EACH CORNER P R ONE L, P= F^cH SEC T -!ON 3 MAIN S\,./ITCH130ARD NO SCALE 4"c To Exf�T G ?G * S �iACIUTI! SERVICE FUTUREcCUTCHEN RC.. �I�IAIFI >QW� �M�Pi C� a ,i i j i f I Er 7A�D�Mlft q�22 + 2 -- -- —-ZG((I"L�. y SUMP AREA - i I t:. a i CALCULATION UG HT5 f HV A. C. - Iyj, 82olJ I W3 �f'(�li*✓IJ �ulpM�tJ'� fo,000lJ � � I j�: MI �c�LL I oU� two w �uP�-roTAl, �,,�o1J + ToTAL, C:7o, or�W SITE: ELECTRIC ►L PLA AT 1201246V fi� b:4 2',4 AHPGi SCALE: 1=20-0 TIiwwf A, 400AAi cor,-FVIG6 i� Ai7rrQUA1;✓. SITE ELECTRICAL PLAN NOTES: i I2oV, % H vlgl -( BXACI WCATIoIJ JloOI46F. C�NT►Z9� 10 1!,F, J�Y of *4l )• Q ��¢ G -#lo .t ► 12 UfJn iT�wfJ-cU). 4 e. O G f7([t-cul. MAlw 'e'wlTc'He'wt2 IZo��4oV i� 3w 404)A (421 A.I.G.) ® �/¢ ca -4 to t 1"12 GfJb(,��lt�-GU). or j TtJc 2IepL ) UTI) l_ l7UI.t�Ihlra�AV�flohl T: A61, 'l---�,vrAcl_, x0p2 © 2G yTUPJ Fi poM fGL' �at7 fop fula 2 /2 NO 00AZ WII.DINol At2vl IoW- GA G,. i T p ,: TA 8K�✓ 0°c• To CXI�tG QGi >;GILI IES• A`'n$' yEi?IF-C r;X1t �E<?�la FoIJI�TIofJ WASTE WATER TREAT,�eNT PLAN I,¢•,' = l-2 8- QonJ� w1T� >'AF. 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BE REViERII � i -AND APPROVED BY 'tHE PARKS DIVL9ION8 P$OR TO INSTALLATION iz. � I_a I OF ANY LANDSCAPI 'PLANTINGS. ft• ALL PLANT 1LATERL � (EXCEPT GRASS/LA�ip 1 SHALL BE SPOTTED � AT PLACE FOR PLANTING � ��, AND APPROVED B� CF>$ PARKS DMSION + PRIOR TO IN3TALL1� ION IN GROUND. ' R ALL LANDSCAPE AND . IRRIGATION INSTALLED { � iN ACCORDANCE 1RT1 O ' C1TY OF EDITED STANDARD LAND3CAi 17 AND IRRIGATION l IAND AS DIIETMw�3ECITY ENGIIER. MP Q �E'* p 4. AN ACTIVE C-27 DSCAPE CONTRACTORS � k EXISTING CHAIN LINK FENCE LICENSE is RaQttRB Ill ` ; � ,s5 WATER SUPPLY TO BUILDING ,ur ye f , ya. i' acs n�a YAII1 r o sxtsi'DiG---------------- �i "� '� 4 � , � SE RD. —I 1l/!' /{�.P.� y�y f,IO Vp � - - � iv � - - - — � � 5 � - � - - - � - Q - _ - - r �'- `� .. .- _. _- .,rev. - fit' t- � e•�.-3��?� � "iii EDGE OF PAVEMENT � ��: c `s 55' O' ULTIMATE 3 . ; RNLINE \ I W.W.LP. N0.3 , . E� � raa '.) ADMIN. BLDG. .. 1' � " �'� �°% � �':E � . � ' E� wY+Y�t YIaD 1 1/i Mdmr• �. �...' _ . $ c.._ , f1• MHdw tmlt ttra M ( ROI' M •elrClq, . . , � e,' - � .. ..� � _ .. - _ �. � - - .=� ¢ � � s a �. �3 � �. I a � - � � � s h u. !� a.,roa dew a ..r.u.u.a I w u armor rrr u� i ., BUBBLERS ,, •" ` , - � �,, . (€"1 x . >.� 1 � ^ • a • f T q E T � ®�T�T SUMP y 3J A � D'S C � � JIJ L 1 �: � I 1 �I `.i . PLAN tilt► i �wi w w.t�.4. � 1/�' SCH. 40 P.V.C.�� ., _ Lvccale ;��. 2 north FINISH Ftoat � ELEVATION ,349.4 N H MA K Pones Ponton N.E. comer Section 33 Ha ELEV. 35735 , i ' � _ o � PLANT,, MATERIAL LEGENV� - � SERVICE RD. - 110TANTCAI. NAME �:::, COIF[®N�NAIS, SYiN COlME1T3 UCXL!iGERSTROYEIA IIdDICA 24 BOR SPLANT AS PIM C.O.B. STD, PKEP PYRUS KAVAKAMII EVERGREEN PEAR 24: BOX 1 APE & MEG. STANDAl STBP ' MigiRN IUM - EDGE OF PAVEMENT 24 BOX AND AS DIERCTED a BY THE CITY ENGIIIEER SHRUM c. ULTIMATE, LTGP 1:IGUSTRUY TEXANUY M XANUff—A GLASSY P 4 ` NDi€B 1�iANDINA DOYE3TICA �i�.Y HAY&09t:� 5 GAL 4 PF PHOTONIA FRASEI2I � � "N.C.N. •;-�.k 5 GAL 5 RIE 11GUSTR FASCINiITlON' ' - S GAL .ALL LATERAL LIISiE9 SHAM. HE CLASS 200 P.V.C. A � I'F. 5 GAL THE IRRIGATION YAIIt L= SHAIS. BE SCH. 40 P.V.C. AND/OR APPROVED EQUAL SPRINis4 5 GAL r s' - s CAP�E�,ED s 1 . Acer L A E RG AS V .A. -IRRIGATION AA " A .AII�7E s �N. nPF' 1 G 8b --scale 1 = 20 .� BERYtmA - uNacu.E'Q . nor�' CREE&'FIST > SYMBOL 110TANTCAI. NAME �:::, COIF[®N�NAIS, SYiN QiJAA1TlTY COlME1T3 UCXL!iGERSTROYEIA IIdDICA 24 BOR SPLANT AS PIM C.O.B. STD, PKEP PYRUS KAVAKAMII EVERGREEN PEAR 24: BOX 4 APE & MEG. STANDAl STBP ' MigiRN IUM BRaAUAN PEPPER ` 24 BOX AND AS DIERCTED a BY THE CITY ENGIIIEER SHRUM c. LTGP 1:IGUSTRUY TEXANUY M XANUff—A GLASSY P 6 GAL 4 ` NDi€B 1�iANDINA DOYE3TICA �i�.Y HAY&09t:� 5 GAL 4 PF PHOTONIA FRASEI2I � � "N.C.N. •;-�.k 5 GAL 5 RIE 11GUSTR FASCINiITlON' ' - S GAL RIF,I�FIIOLE� A � I'F. 5 GAL Ria RAPHIOLEPIS INDICA � SPRINis4 5 GAL r s' {t x s CAP�E�,ED s 1 . Acer ARCTOTHECA c AS S Mi ASIA Vi1TdG sz AA " A .AII�7E s �N. nPF' 1 G 8b .� BERYtmA - uNacu.E'Q . 4 LBS. 1000 . FT. CREE&'FIST RED 1PBSCUE'<' ti 4 LHS. 1000 . FT. N-Tll BIW i� ; 771 FOleis 1 BENCH MARK. Pone) point on N.E. _,., „, < , ,_, >, _ <.. = •�` �` � �; , ia43d r R p E corner Section 33 . a;..k _ ADMINISTRATION BiJI SING �. � � � • I. : � � V wx 4 ELE ATiON 349.46 ATNO. � 11. r, z 4 4 <f - I - p 1�ASTE i CITY I�[ J ti 3° s E.. I a t gg ,1 u CALIF' RNIA i , i � ` Y C tS R - � i 9 S 5 i a / 3 t >l fi _ z= e { .3�# t s 9; :1 �^m E� n X a� qg 4 vt ' a 3 s j$ pp h r s 3 . 3 v1 Y 3 F I' a r r 3 � r �h. � t '3 ^s '> a. 3` 9 f+ i` F 3 S+ - i. i� a e 4. s A 3 5. i I r, x! i S � I 1 � aa k a # C is k f k., r s' {t x s s 1 . MR um Lim PLANS FOR THE CONS1'RUON OF �— s�� SCAPE &IRRIGATION SYS i� ; FOleis 1 BENCH MARK. Pone) point on N.E. _,., „, < , ,_, >, _ <.. = •�` �` � �; , ia43d r R p E corner Section 33 . a;..k _ ADMINISTRATION BiJI SING �. � � � • I. : � � V wx 4 ELE ATiON 349.46 ATNO. � 11. r, z 4 4 <f - I - p 1�ASTE i CITY I�[ J ti 3° s E.. 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