Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
6.2-628
CONSTRUCTION NOTES: 1. THE CONTRACTOR SHALL CONTACT THE U.S.A. LOCATOR SERVICE AT 1-800-642-2444 48 HOURS PRIOR TO ANY EXCAVATION, CONTRACTOR SHALL POTHOLE UTILITIES TO VERIFY LOCATION AND DEPTH PRIOR TO TRENCHING. POSSESS2, THE CONTRACTOR MUST CALIFORNIA CLASS A CONTRACTORS TO PERFORM N R • 1r CONTAINED HAZARDOUSWITHIN THESE PLANS AND SPECIFICATIONS. 3. EXCAVATION. ♦ • HAZARDOUSENCOUNTERS MATERIAL IN EXCAVATION WHICH HE HAS REASON TO BELIEVE MAY BE ♦ AS DEFINED 25117 OF THE "HEALTH AND SAFETYO SHALL IMMEDIATELY ENGINEERNOTIFY THE IN WRITING, EXCAVATIONIMMEDIATE AREA OF THE SUSPECTED HAZARDOUS MATERIAL SHALL BE SUSPENDED UNTIL THE ar AUTHORIZES i THE CONTRACTOR SHALL FURNISH PUMPS ♦ DMOTORS I P rllOVIDED BY ABS w ACT IS r Ir ICK JESMOK OF * o i i►it330-7425.ABSPROVIDE ALL 1!. DRAWINGS AND INSTALLATIONREQUIREMENTS SPECIFICATIONS FOR THE PUMPS AND MOTORS. TOP OF BRASS " CONCRETE INTERSECTION ST. & SAN VICENTE '"' D s AS DETERMINED ► OPUS, EPOCH 00 IN N �� A � ♦ �,A �� A �w CITY OF = oilELD DEPA ' TMENT OF PUBLIC WORKS LA 0-9 jug, t • 1 0► F I a - Is 1 0 1 111, 1 A THE FOLLOWING CITY STANDARDS DRAWINGS ARE HEREBY OR•OR♦ D AS . PARTO, THESE PLANS: ST -1 CURBS & GUTTERS TYPES RAII ) "B", & 11C11 SW -6 FRAMES AND COVERS FOR MANHOLES & CLEANOUTS ST -4 COMMERCIAL DRIVE APPROACH TYPE )tat ST -11 PAVEMENT PATCHES ST -12 TRENCH BACKFILL AND COMPACTION REQUIREMENTS ST -8 COMBINATION SIDEWALK SW -3 MANHOLE TYPE "A" INSIDE AND OUTSIDE DROP STANDARDSW-1 I PUMPING STATION THRUST BLOCKS SERVICE CONNECTIONTO MM - -- �- --- -� -� -- -- �- . -. RIGHT -OF -WA's OR PROPERTY LINE --- `' s EXIST. SEWER 'NTH MANHOLE W_ EXIST. WATER EXIST. CURD & GUTTER FLOWi.INE CONSTRUCT NEW SEWER CONSTRUCT NEW FORCEMAIN w CONSTRUCT WATERLINE CONSTRUCT GAS LINE TO SERVICE GENERATOR DETAIL DEaMNA110N: DETAIL LETTER A 2 SHEET WHERE DETAIL IS SHOWN x EXIST. TELEPHONE LINE x _____.____._.. EXIST. FENCE C--- EXIST. OVERHEAD LINE NTH POWER POLE & GUY WIRE U EXIST. MONUMENT �FINISHED GRADE 2.00% FINISHED GRADE SLOPE # SECTION# SECTION SHEET WIolERE : File Name: COB15003TS1.DWG STATE OF CALIFORNIA SHEET 1 LEGEND SHEET 2 A Wss • y # MONITOR STREETSEWER ` A FL FLOWLINE ELEV. ELEVA11ON TC #r OF CURB EXIST. EXISTING r RIGHT OFWAY FG FINISHEDGRADE P.U.E. PUBLIC UTILITY EASEMENTOZ. 11 OUTSIDE' METER D.i. DUCTILE # SHEET 13 INSIDE DIAMETER R # PIPE M MATCH RCP REINFORCED C.M.LC. CEMENT MORTAR LINED & COATED TOB TOP OF VALVE BOX EL. ELEVATION TOM TOP OF MANHOLE - -- �- --- -� -� -- -- �- . -. RIGHT -OF -WA's OR PROPERTY LINE --- `' s EXIST. SEWER 'NTH MANHOLE W_ EXIST. WATER EXIST. CURD & GUTTER FLOWi.INE CONSTRUCT NEW SEWER CONSTRUCT NEW FORCEMAIN w CONSTRUCT WATERLINE CONSTRUCT GAS LINE TO SERVICE GENERATOR DETAIL DEaMNA110N: DETAIL LETTER A 2 SHEET WHERE DETAIL IS SHOWN x EXIST. TELEPHONE LINE x _____.____._.. EXIST. FENCE C--- EXIST. OVERHEAD LINE NTH POWER POLE & GUY WIRE U EXIST. MONUMENT �FINISHED GRADE 2.00% FINISHED GRADE SLOPE # SECTION# SECTION SHEET WIolERE : File Name: COB15003TS1.DWG STATE OF CALIFORNIA SHEET 1 TITLE SHEET SHEET 2 MONITOR STREET SEWER a FORCEMAIN MONITOR STREETSEWER ` A SHEET4 LIFT STATION SEWER % FORCEMAIN SITE & GRADING PLANS SHEET6 STATIONSHEET5 LIFT DETAILS SHEET 7 DEMOLITION & BYPASS PUMPING PLAN SHEET • MISCELLANEOUS SHEET9 MISCELLANEOUS DETAILS CONT. SHEET 10 CITY STANDARDS 11 CITY STANDARDSSHEET SHEET 12 lls A A ♦ONE -LINE DIAGRAM ELECTRICAL SHEET 13 r A DETAILS ELECTRICAL SHEET i ELECTRICAL DETAILS CONTINUED 0. 40 SUBMITTED BY: W. RICHARD s MEYER, # PRINT DATE: 9/20/17 I EXIST. R/W r... •.+.+-..... — — — — — — — — k. w W - - - - - - - - - - - - - - - - - - - =- - - - - - - - -- - - - - - - - - - - - - - - - - - - w - - - w - - - - - - - 71 w - - - LLJ - ------------------------------------ T ---- - -- -------- - ---- - ---- - ------ - - ------------------------------ - - - - - - ----------------------- /7- 7/7— STA. 3+95.18 N.-& STA. 10+00.00 E. --G G STA. 4+09.14 N. -S. Lo INTERSECTION MONITOR STREET 14- STA. 10+00.00, 13.96LT. E. -W. MONITOR STREET En & SAN VICENTE DRIVE CW4 FS w & CONSTRUCTION STA. 6+85.00 fl- w p CONSTRUCT 72" PVC LINED DROP MH NO. 1 A'W--',I\ 6 t; - Z < Q0 3 w CN 4 CENTER STA. 3+95.18, 28.75RT. N. -S. 1\1 10 5 NO *J 7'10 "E 7 8 CN 06 C04 L6 ?ko� CONSTRUCT 6" PRESSURE CLEANOUT V� 4m C" CONSTRUCT CURB, GUTTER, X + + WITH REDUCER & PLUG VALVE SAWCUT, REMOVE, REPLACE EXIST. co ui u) rr) 1 '01) SIDEWALK IN FRONT OF PROPERTY STA. 4+03.16, 30.06RT. N. -S. PAVEMENT PER CITY STD. ST -11 SEE PLANCL n c a- (f) P.I. FORCEMAIN, CONSTRUCT CONSTRUCT 15" SDR 7_1 w w c%j --ABANDON AND FILL EXIST. 24" SEWER f 12" 45- ELBOW NTH L2:.WYE 35 PVC SEWER -STA. 4+09.14, 30.06RT. N. -S. WITH CLSM TO THE LIMITS SHOWN EXIST. L'pN0:y7'10'"E 460. 11 U) w mob - 4" Vcp SEWER EXIST. 2 71-777•1777 '71 �7777 I i• - - - - - - - - - _ --- — — -- FM462.14 8CONSTRUCT 12 C900 PVC go -13,94' (GREEN) FORCEMAIN ' '� W EXIST. R/W I CONSTRUCT 24" SEWER SEE PLAN CONSTRUCT 12" FORCEMAIN SEE PLAN CONSTRUCT NEW SEWER LIFT STATION SEE PLAN W, mAl In kyl EXIST. EP V_ I T\ I -T 7r —\;: EXIST GUTTER 'A N T 17 k — — — — — JN__ _yl — — — — — — — — L\L _YJ T EXIST. BW EXIST. CHAIN LINK FENCE EXIST. DRIVE APPROACHES & SLIDE GATES, MAINTAIN ACCESS TO PROPERTY ( xl /-7 10 0 20 40 SEWER & I 20 5ALES z REFER TO LEGEND, SHEET 1 HORIZONTAL.- 1 =20** VERTICAL: 1 =4' cv cg m U -i uJ z: 2 z fr= clq *-: >< q* to= CN U') W C14 0 z +ol >; 2 to to u*) m cq C'4 m to cr_ul10 c.) 6 uj u,,,j ui cn a- cn w 376 376 co EXIST. GRADE co C\l C\i c\j co co co cm OVER SEWER co 374 co co "'co 374 co co ui ui— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — --- — — — — — — — — — — — — — — — — — — — — — — — — — — - — — — — — — — — — — --- — — — ----- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — 372 372 370 370 S=0.00% FLOW S=0.00% 368 368 _0 INVERT 12 0 FORCEMAIN CONSTRUCT 390.86 LF OF 366 12 0944 -PVC --(GREEN) FORCEMAIN co m cc� 366 00 'lw SEE DETAILrH%� 364 w UJ WE364 W 362T w 362 w <1360 360 — ----------- 358 S=o. 358 S=0.25% -.$*—FLOW 0 17 Ea. 357.97 1 INVERT 15 356 SEWER 356 CONSTRUCT 404.82 LF OF 15" SDR35 PVC SEWER 354 354 BACKFILL EXIST. 24 VCP- SEWER WITH CLSM -77 X -4, > xn< x � \'//X �X' < X�x &X'/ \'zy -xx'x, 7 77 77<7 ��7777/777777 777�7, 7 > 352 K: - '<'<K 'W"'-'�X' 7 7777,7 77" 77� "7777=- 7""" 7777"7�7777,7 ---7-"7,7` '77;.' 777�'7`77' 77��,�7 7.77 7�'�7 y -7,77�7,7777"—�7�777"77��7�7�,77 7 -77 7 77 7777 77 77 7 77 A',V, x, 352 FLOW Zx' x, X), INVERT EXIST7 350 REMOVE PORTION OF EXIST. 2e VCP 24!* VCP SEWER SEWER TO ALLOW FOR 8" DROP ABANDON 404.82 LF OF EXIST. 24" VCP SEWER qAP 4 5 6 7 PROFILE - MONITU"R STREETrB*'�� SEWER & FORCEMAII\j 24 8 6.2-628 0- Do! C' --I! m FL C> co cop0 f-- Lo rr ► c z 0 f o 10 0 c) o c) Attf Q z < W w c) W cr- o <z 0 -i W Z < _j LL 06 LLL 0 w co F- rr T w < T Lli co LL LL _j w w 0 cr W W W WCly cl) c/) cf: cr 00 Z Z 00 2 7�; SHEET NO. 2 OF 14 I uj V) cd E V5 cl- .06 V - tow C> C) g c; + uj 8 m. C.) w 422 19, '116�v CONSTRUCTION if L + 0') + ck C) w 01) w C-4 w .c' i� 00 ui co ! co -J u -J u) a -q (D w c CAWET WELL CONSTRUCT D.I. DISCHARGE MANIFOLD SEE PLAN J M,*. moi --NOTE: EXIST. 4" SEWER, UNKNOWN ALIGNMENT OR PURPOSE PLANA —LIFT STATION A 0 10 20 SEWER (n5(Fu'-'*RCEMAlN�.J4 10 2.5 SCALE: 1`10' S=0.00yo —FLOA, 368 KE.*4 366- -�366 10 CONSTRUCT 69.32 LF OF 12" C900 PVC (GREEN) FORCEMAIN PROFILE -LIFT - B STATION FORU MAIN 4 59&S HORIZONTAL 1 " =20' VER11CAL: 1"-4' 0 SHEET NO. 6.2-628 OF 14 < w 01) w C-4 w .c' i� 00 ui co ! co -J u -J CD r-- (D w Of Ly Lu w P 0::: �j >; a. 2 i�j W U.J a 00 00 ul % c) to to * 378 U 06 uj + (o => + cli cr) + C4 a> 00) cv� + R5 of Cl Po 0 :z C%4 a 04 0 — C> Q fe)-- V) VY 155- cr) cn U) 0- W C14 (n w376 376 EXIST GRADE cl? FINISHED GRADE 374 OVER SEWER cn rl- co . WE OVER SEWER 374 NCO to co j 'Lu 372 372 C\i (17 Lu 370 370 S=0.00yo —FLOA, 368 KE.*4 366- -�366 10 CONSTRUCT 69.32 LF OF 12" C900 PVC (GREEN) FORCEMAIN PROFILE -LIFT - B STATION FORU MAIN 4 59&S HORIZONTAL 1 " =20' VER11CAL: 1"-4' 0 SHEET NO. 6.2-628 OF 14 c�> r W '. W SAWCUT *, j CONSTRUCT * CURB 4 GUTTER AND 11' SIDEWALK SEE DETAILS ST -1 T_ A C APPROACH RAMP TO EXIST. DRIVEWAY CONSTRUCT CASE "CMS CURB RAMP PER CALTRANS~ STANDARD PLAN A88B, SEE BELOW. CURB SHALL BE FLUSH NTH ADJACENT DRIVE APPROACH RAMP i EXIST. GUTTER LIP------" EXIST. GUTTER FA---, {NO CURB) y ...,.+..+•+.-w.-ww+ w.�e. FTS.•*...... .w* ^-�..w..w•...+.� +.�.. r 11 Sm ITE S 5 F* RETAINING CURS WTTER IF NECESSARY FLOWLINE ------------- f 34 ra I i FENCE TIE --IN IN UK£—KIND RECONSTRUCT EXIST. E.P. TO i i (BY CITY) ' MATCH VERTICALLY 8r` I - a 8®.00 HORIZONTALLY TO NEW GUTTER�`90 Li� �'34.50Arb w.w1 r.i• 1M� wrMr�h�r �. �}M 1�T. T�.♦ � +w.♦ _wr .w� Mw.e+.��.+�i +�w.pP z�y rY. Yom. �+ wr .rw awr .00r Ars we�w 2.00% l INSTALL BACKFLOW PLACE 4" OFCOMPACTED CLASS 2 AGGREGATE BASE I `�' 1.0(1 { PRE N11ON DEVICE OVER ENTIRE SITE. DRAIN SURFACE TO GATE OPENING. >w �► SEE GRADING PLAN B i co 1 CONSTRUCT 1" HOSE , ° l I BIB AND VALVE I -- - SEE DETAIL —1 ,�' -` `` a � r cv T C L I 0000000000000000 /� j }y.�y�. IN �f� V M EXIST. FENCE N � 00oo400a0000000 0000-00 0000000000000000 OU40000 {OOOOOOOOU00Q0000 V uuv //++ /� OOOOa0000000000 Op0000v OOp000a00000000 dbo0000 0000a0000000000 odooa W ti fco000000c000g000 0000000 OOco 0 ao c 0a o 0o 000 0040 0 FRONT OF �{�"'} INSTALL p Ipy11T 1 00000000.a000000 000000d ` h OO DO 000000000000 DO 60 1! jsJ !,/('" 6L i 000000000000000 009000 \! '0000000000000Q0 O- .040 0000000000000 a a A^ ��y�yy/}+.. ,yv,.,„ .}�♦• y}y� 0000000000000000 0000000 CONSTRUCT UFT—/ P OLE A�JS}.63 Y � 0000 00 0000000 Lx STATION AND PIPING SEE DETAIL -X SEE PLAN B 111.00, 1 ,� 1.00% I�--- C �-- �--- E- -- - - c— — — �- -- �-- E------ G - /.,—CONSTRUCTS C FOUL vv RADE DRAINAGE SWALE � AIR DISCHARGE TO 4 00' GRADING PLANKB PEACEMAKER AIR SCRUBBER CONSTRUCT GUARD I POST, TYPE ♦ ` , X SEE DETAIL A t X 8 ( \ 0000oovo00ao00o`000a000 \ INSTALL STORAGE 00000000-0-000.0 o 0V00000 \ 0000000000000000 0000000 00000a0000000000 0000000 \ o000oo.00..N' o 00000ao +�#.� � { }� PA' y 6 oouo°a000000000ao 0000oa000000 000000000000000 oa-0000 PAD; t 41 E�j SHED v+s a✓ \ 000000000000000 000000 PAD j✓V17 00060000000000{f0 0000000 \\ 000000000000000 9000000 ® 00000400000000"0 0000000 ^~�^8.00'1- �++ T I C e OOp000000000000 OOOOOOQ i TRANSFORMER SEE DE A L o00000oo4o,a�0000�_ 0000000 3 GUARD POSTS 13 o SEE PLAN A o SLAB EL.EV. 37+50, n 5 CLR. }'- `\ SLAS ELEV x -___.___.__.___.__. x _,________-_________ x .________ __ L ___ _ __. _ _ x _� ___ _ x _________ x _______-- x4:82 ' x x - —x — r� � � ` � X73.75 '_. `► - ' �OOU 0000 000000 0 ct,`0 73. 18 T 1.34 ' \\ A 1.02% -^ 0000000 0000ao� /I J \ �hJ - 0000000 <+ o 00000 O .... . r aaaaaaa, O0a-aoa 3 ,...._...�. \ 0 00000ao X 000.0-00 .aC +.. 0000.�-o �. - - - � r.. .,� ..X.M-.--�. ++.. .wl» X- ...e~rrr,i� .....► +pfs +.�. ..-., oA ..r--�.-.-Y.--. INSTALL CONTROL `'-', 2.00%1 1 I fi HIGH PRIVACY FENCE INSTALL PEACEMAKER 1 I I I CABINET PAD WITH AIR SCRUBBER ON SLAB { I I i I SHADE STRUCTURESTH CURB ABY CITY} I SEXIST. DRIVEWAY { I t SEE DETAIL. B SEE SECTION -�1 SEE DETAILI- I I 11 I j I I I I t -EXIST. DRIV£WAYN j I W W W W W . .�... W �.:1 �.M. . _ yy _ �.�: _. , W W W W W .. _.... _ .... _.... ... _..._ .�,..� .. ,, __,..._ _ .._ .__.b .._ . �, .. _ �.,�... — .. � .. � G.. . �,_.r,, �.«.�._.. _ .�».. (� G �"_ ., `" _.w.� .. ♦ ... w ...» __....� . —G— _ .,.._...___.......... G _-__.. _-- ---_ _.__--�----r.. G __-_�__....,._... _ G .....,._.._,.....,..... . __ ._.. r.� 5 0 10 20 SITE PLAN GRADING P SCALE. 1 °=10' 5 10 2.5 REFER TO LEGEND, SHEET 1 SCALE: 1 ��=1 a� REFER TO LEGEND, SHEET 1 RAMP SEE • t r, R r. OF D. EWALK ,tir.w MTECTABim, WARNINSL G SEE NOTE u W z z < W Z < RAISED ISLANDD TYPE A, w s r R CC W y �i IM 2: Z < '• i IM r Sm ITE S 5 F* RETAINING CURS WTTER IF NECESSARY FLOWLINE ------------- f 34 ra I i FENCE TIE --IN IN UK£—KIND RECONSTRUCT EXIST. E.P. TO i i (BY CITY) ' MATCH VERTICALLY 8r` I - a 8®.00 HORIZONTALLY TO NEW GUTTER�`90 Li� �'34.50Arb w.w1 r.i• 1M� wrMr�h�r �. �}M 1�T. T�.♦ � +w.♦ _wr .w� Mw.e+.��.+�i +�w.pP z�y rY. Yom. �+ wr .rw awr .00r Ars we�w 2.00% l INSTALL BACKFLOW PLACE 4" OFCOMPACTED CLASS 2 AGGREGATE BASE I `�' 1.0(1 { PRE N11ON DEVICE OVER ENTIRE SITE. DRAIN SURFACE TO GATE OPENING. >w �► SEE GRADING PLAN B i co 1 CONSTRUCT 1" HOSE , ° l I BIB AND VALVE I -- - SEE DETAIL —1 ,�' -` `` a � r cv T C L I 0000000000000000 /� j }y.�y�. IN �f� V M EXIST. FENCE N � 00oo400a0000000 0000-00 0000000000000000 OU40000 {OOOOOOOOU00Q0000 V uuv //++ /� OOOOa0000000000 Op0000v OOp000a00000000 dbo0000 0000a0000000000 odooa W ti fco000000c000g000 0000000 OOco 0 ao c 0a o 0o 000 0040 0 FRONT OF �{�"'} INSTALL p Ipy11T 1 00000000.a000000 000000d ` h OO DO 000000000000 DO 60 1! jsJ !,/('" 6L i 000000000000000 009000 \! '0000000000000Q0 O- .040 0000000000000 a a A^ ��y�yy/}+.. ,yv,.,„ .}�♦• y}y� 0000000000000000 0000000 CONSTRUCT UFT—/ P OLE A�JS}.63 Y � 0000 00 0000000 Lx STATION AND PIPING SEE DETAIL -X SEE PLAN B 111.00, 1 ,� 1.00% I�--- C �-- �--- E- -- - - c— — — �- -- �-- E------ G - /.,—CONSTRUCTS C FOUL vv RADE DRAINAGE SWALE � AIR DISCHARGE TO 4 00' GRADING PLANKB PEACEMAKER AIR SCRUBBER CONSTRUCT GUARD I POST, TYPE ♦ ` , X SEE DETAIL A t X 8 ( \ 0000oovo00ao00o`000a000 \ INSTALL STORAGE 00000000-0-000.0 o 0V00000 \ 0000000000000000 0000000 00000a0000000000 0000000 \ o000oo.00..N' o 00000ao +�#.� � { }� PA' y 6 oouo°a000000000ao 0000oa000000 000000000000000 oa-0000 PAD; t 41 E�j SHED v+s a✓ \ 000000000000000 000000 PAD j✓V17 00060000000000{f0 0000000 \\ 000000000000000 9000000 ® 00000400000000"0 0000000 ^~�^8.00'1- �++ T I C e OOp000000000000 OOOOOOQ i TRANSFORMER SEE DE A L o00000oo4o,a�0000�_ 0000000 3 GUARD POSTS 13 o SEE PLAN A o SLAB EL.EV. 37+50, n 5 CLR. }'- `\ SLAS ELEV x -___.___.__.___.__. x _,________-_________ x .________ __ L ___ _ __. _ _ x _� ___ _ x _________ x _______-- x4:82 ' x x - —x — r� � � ` � X73.75 '_. `► - ' �OOU 0000 000000 0 ct,`0 73. 18 T 1.34 ' \\ A 1.02% -^ 0000000 0000ao� /I J \ �hJ - 0000000 <+ o 00000 O .... . r aaaaaaa, O0a-aoa 3 ,...._...�. \ 0 00000ao X 000.0-00 .aC +.. 0000.�-o �. - - - � r.. .,� ..X.M-.--�. ++.. .wl» X- ...e~rrr,i� .....► +pfs +.�. ..-., oA ..r--�.-.-Y.--. INSTALL CONTROL `'-', 2.00%1 1 I fi HIGH PRIVACY FENCE INSTALL PEACEMAKER 1 I I I CABINET PAD WITH AIR SCRUBBER ON SLAB { I I i I SHADE STRUCTURESTH CURB ABY CITY} I SEXIST. DRIVEWAY { I t SEE DETAIL. B SEE SECTION -�1 SEE DETAILI- I I 11 I j I I I I t -EXIST. DRIV£WAYN j I W W W W W . .�... W �.:1 �.M. . _ yy _ �.�: _. , W W W W W .. _.... _ .... _.... ... _..._ .�,..� .. ,, __,..._ _ .._ .__.b .._ . �, .. _ �.,�... — .. � .. � G.. . �,_.r,, �.«.�._.. _ .�».. (� G �"_ ., `" _.w.� .. ♦ ... w ...» __....� . —G— _ .,.._...___.......... G _-__.. _-- ---_ _.__--�----r.. G __-_�__....,._... _ G .....,._.._,.....,..... . __ ._.. r.� 5 0 10 20 SITE PLAN GRADING P SCALE. 1 °=10' 5 10 2.5 REFER TO LEGEND, SHEET 1 SCALE: 1 ��=1 a� REFER TO LEGEND, SHEET 1 RAMP SEE • t } �It� R SEE NOTE 3 ,tir.w MTECTABim, WARNINSL G SEE NOTE W z z < W Z < RAISED ISLANDD TYPE A, PAS$AgEAY CC W y RAISED a 2: Z SEE mm a aa - SEE NOTE o CLEM PASSAGEWAY 4"-2" SURFACE OF i x:� TO AC ANS' PLANS DATED I . S3 m♦ tktn?=P and P* ay thickness, "T",l t be 2. For detail* of detectable WarhIng 6urlsdoest m Revised S"rWrd PIM RSA' A48A. �V island pa"a"wV jength is greater than or "ml surfaceegalt tut Is" than 8 +uta w€d+h cW 2°--V depth QeVQy length. an F € length is r" e l to a own de €e warning.surfacm ehal € °t'ti€ l wtd+h 3° Lath of wd�r !+� 4'-W Wide lea n9surface he be ana 4°-Z" w1do island. 4. Trott€ti to wolk0, r8 ar tea shall be i' f (neo l ) i' Of S. U+111+ I t t^Norl ,ttea all eat utt i tty Pact€€t�+4 wf+hr boundaries of curb i1€ be ret ed or ad' tea g bar +he p�-toar +a, or in 00111unotion with, curb rwM aonsfruotii6n. S. ter tetteTn face Bits► have to out +a ailow eat of utgt€tycovers while matnicining full detectable, Warning Width OW depth. T. For additional curb romp i l s, eft RevisedStandard Plan RSP ASSA. CALIFORNIAS7ATE OF DEPARTMENT OF TRANSPORTATION CURB r< D PASSAGEWAY DETAILS NO SCALE 6.2-628 a co ca w co 6 z cc LLJ o iLo CC m © Q {O N d) Z ?D 8 Q RS CL 4 i Q i i% to R a co ca w co 6 z cc LLJ o iLo CC m © Q {O N d) Z ?D 8 Q RS CL 4 i Q i i% to SHEET NO. 9 OF 14 W z z < W Z < J U CC W y 2: Z < '• n < M LL 0 C' W CC C'6 W co Cl) rr W 0 i 2 SHEET NO. 9 OF 14 Mt:J *NOTE: CONTRACTOR SHALL CENTER CLEAR OPENING OVER PUMPS AND ENSURE CLEARANCE 23'--2>, 9" CHAMFER, TYP—' 2—#4's TOP FACE #5 0 6" EACH WAY, 2—#6's BOTTOM FACE CENTERED IN SLAB DOWEL AND EPDXY #5 REBAR INTO WET WELL 0 12" ON CENTER PLAN - CONCRETE REINFORCING FOR DECK SCALE: 1/4" = V-0` to s SECTIONr_C scnLe. va"-+-° 6 P� w I CONSTRUCT REINFORCED CONCRETE DECK SEE DETAIL A 6 i I in ' C � 2f-4" .. a; 8 I � � 21 VIC12 3 , , 8, fit gryf S3k& t€II83LYi SAdY 3kS Ab495.6 "." f. 5Fx ;gym , 8 :' i / / 1 6 13 14 6 1 10 PERIMETER CURB 31 32 `e r I 8 1 5 26 SLOPE WET WELL PAD TO 1 1 DRAIN INTO WET WELL AIR VENT, TYP. I SEE DETAIL B t 8" PVC FOR FOUL w AIR DISCHARGE 0" a -PLAN LIFT STATION SCALE: 1/4"= V-0" 6 CABLE TRAY FOR ALL WIRE CABLES T WELL TO HAVE PVC LINING, ALL JOINTS TO BE WELDED & TESTED ` ~ f A i. A 00 • SECTION SCALE: 1/4" V-0" 21 45 9b f," FArH WAY gm C •t 1 • 1 Km ml CONCRETE (—THRUST BLOCK TYP I J CL PUMP r 71r iI I � 1 CAWET WELL _ i �1 PUMP -- _I CA PUMP r�. 0 IN FLOOR r WALLSI CONTINUOUS CORNERS EPDXY COATING OR PVC /'�CONTINUOUS LINING ,,-- MAX. RADIALS ` A #A A HOOPS #4 0 CENTERED RUBBERBUTYL SEALANT, TYP. CONSTRUCT OO PROVIDE • KEYWAY c 12" OF CLASS 2 AGGREGATE MA COMPACTEDTO BE O OF MAXIMUM DENSITY 2" OF EXIS11NG SOIL TO BE COMPACTED • OF MAXIMUM DENSITY 15 25 11 12"x6" 351.65 LIST OF MATERIALS CONDITIONS NUMBER OF PUMPS: 3 TYPE: ABS XFP 155J--CB2 TYPE MK SEE DET ITEM DESCRIPTION 6 INCHES CAPACITY EACH PUMP: 1240 GPM OR I TEM 53 FEET 10' DIA. R.C.P. PVC LINED WET WELL 30 HP PUMP SPEED: ABS, TYPE MK SUBMERSIBLE PUMP WITH MOTOR LEAD AND LIFTING CHAIN. POWER SUPPLY: 30, 460V INSTALL PER MANUFACTURER'S RECOMMENDATIONS. nY 3 ELBOW DISCONNECT - FAST -OUT AND GUIDE -SHOE. INSTALL PER U pp MANUFACTURER'S RECOMMENDATIONS. 4 ONE 2" SCH. 40 STAINLESS STEEL PIPE GUIDE RAIL FOR EACH PUMP. v)) c INSTALL PER MANUFACTURERS RECOMMENDATIONS. � 104"x45" WET WELL ACCESS COVER, DOUBLE LEAF, HALLIDAY SERIES S2S z _j �-- WITH FALL PROTECTION. HINGES ON SAME SIDE FOR BOTH DOORS AT Z 1�1 LOCATION SHOWN. DOOR SHALL BE EQUIPPED WITH NTH SWITCH FOR L 0 BLOWER. 6 8" CAST IRON FLANGED ADAPTOR ---"DRESSER" STYLE 127 OR APPROVED EQUAL GROOVED --END COUPLING WITH STAINLESS STEEL BOLTS, VICTAULIC AWWA �'../ STYLE 31 OR APPROVED EQUAL 3" PVC DRAIN WITH "P" TRAP AND STAINLESS STEEL INLET GRATE [--°6 FLANGED 90' ELBOW, DUCTILE IRON, SIZE AS SHOWN ON PLAN �1 o FLANGED 45° ELBOW, DUCTILE IRON, SIZE AS SHOWN ON PLAN LL FLANGED REDUCER/INCREASER, DUCTILE IRON, SIZE AS SHOWN ON PLAN w 2 FLANGED 8" X 12" WYE DUCTILE IRON - REDUCING BRANCH ir 3 8" SPRING LOADED SWING CHECK VALVE, CLOW OR KENNEDY 4 8" PLUG VALVE, FLANGED U) 15 DUCTILE IRON PIPE, SIZE AS SHOWN ON PLAN 6 12" MEGA --LUG MJ TO PVC ADAPTOR 17 12" 0900 PVC PIPE, CLASS 150, GREEN COLOR s WATER STOP C ADJUSTABLE FLOOR MOUNTED SS FLANGE CRADLE PIPE SUPPORT 20 STAINLESS STEEL PIPE SUPPORT WITH STAINLESS STEEL HARDWARE PER MANUFACTURER'S ' E S � 10 SPACING 1" MANUAL AIR RELIEF ASSEMBLY D s 22 CUTOFF RING B 9 23 6" PRESSURE CLEANOUT AND PUMP CONNECTION H s 24 120"x72" VALVE VAULT ACCESS COVER, DOUBLE LEAF, HALLIDAY SERIES W2C WITH FALL PROTECTION. LOCATION OF HINGES AS SHOWN. 25 12" FLANGED PLUG VALVE NTH VALVE BOX TO SURFACE 26 8" FLANGED BY HUB END DUCTILE IRON PIPE WIDE RANGE RESTRAINT COUPLING, ROMAC INDUSTRIES, INC. ALPHA RESTRAINED JOINT. SUBMERSIBLE LEVEL TRANSDUCER, SIEMENS A10001. INSTALL PER 28 MANUFACTURER'S RECOMMENDATIONS, USE CABLE SUSPENSION METHOD. ELECTRONICS AND BREATHER SYSTEM HOUSING TO BE MOUNTED ON PUMP DISCONNECT PANEL STAND. FLOAT CONTROLS FOR INDEPENDENT REDUNDANT CONTROL, US FILTER 9G. 29 INSTALL PER MANUFACTURER'S RECOMMENDATIONS, USE CABLE SUSPENSION METHOD. 30 CABLE TRAY AND WET WELL VENT WITH REMOVABLE Y" STAINLESS STEEL GRATING AND GRATING CLIPS. 31 STAINLESS STEEL PUMP DISCONNECT PANEL AND STAND 32 STAINLESS STEEL EXPANDED METAL GRATING TO PROVIDE ATMOSPHERIC SEPARATION PER NFPA REQUIREMENTS 33 POUR CONCRETE WET WELL INVERT TO LINES SHOWN, WET WELL BASE MAY G BE PREMANUFACTURED. $ 34 6' x 12' PRECAST OR CAST --IN-PLACE VALVE VAULT, EPDXY LINING ON INSIDE OF VAULT. 35 8" MEGAFLANGE RESTRAINED FLANGE ADAPTER PUMP TABLE PUMP OPERATION CONDITIONS NUMBER OF PUMPS: 3 TYPE: ABS XFP 155J--CB2 TYPE MK SUCTION SIZE: 6 INCHES DISCHARGE SIZE: 6 INCHES CAPACITY EACH PUMP: 1240 GPM TOTAL DYNAMIC LIFT: 53 FEET MOTOR HORSEPOWER: 30 HP PUMP SPEED: 1,180 RPM POWER SUPPLY: 30, 460V 6.2-628 i o� L� � a O ( 0-1 c) co f Cll a� u- "� m W a �� _ nY 00 U pp N v)) c C) Q � f z _j �-- Z < < L 0 -1 a a a a z } cf)i U- C) o� L� � a O ( 0-1 c) co Cll a� u- "� m W a _ ct) coco 00 U pp c T- 0 v)) c C) Q � a a a a z } cf)i U- C) i o comiz 0 O ( 0-1 c) m } W OC W < z _j �-- Z < < L 0 -1 T_ L1J F_ [--°6 O ....... �1 LL. LL -i w < O ir w -- W U) O F_ z O q2 SHEET NO. 00 OF 14 RELOCATE FENCE TO THESE LINES 3 r # (APPROXIMATELY 76 LINEAL FEET) I I I I I } x x -_ x -- I I x x CAP AND ABANDON EXISTING 12" I } } f FORCEMAIN AND BLOWER EXHAUST PIPE PER SPECIFICATIONS. FILL ALL I I PIPES LEFT IN PLACE. I I w EXIST. MH NO. D TO BE I I } } I } 1, DEMOLISHED AND I I I I REPLACED. SEE SHEET 2 t. t A t '• A * • i RELOCATION OF FENCE BY CITY OF BAKERSFIELD V3 } Ir ' ....t -.a....,... +-..+ ,.......,..+.....,�.. +..�,.+.-,.�<..�_ .fs' G...... �..,......-�acw.w............,iG�........J�..... .n - I r ;� .w,T j , F' l' j UJI I mP x'- ..^w=P-TYhP ...�.. �_ f r. , ;-m�wq;_ - -- ',mw�,^4i6a4t:... ..: w�.�,�2M-: f rw .. t �, ,- I i I r , SAW CUT EXIST. CONCRETE TO I, , •. e FORM NEW BACK OF WALK I I Cc c) w z J c— U- POSSIBLE 'LATION FOR -4 w I VJ U V f` TEMPOR RY BYPASS I I I , PUMP I G EQUIPMENT$ 2200 CAPACITY U) U) PLUG AND ABANDON EXISTING 2e INFLUENT < PER SPECIFICATIONS. PLUG TO FOLLOW I I n "97/ w_.1 LJJV CONTOUR OF EXIST. MH WALL I I E I z ' ,' 3 Lu 06 >_ W Lc F701- wY + o U) cc o EXIST. MH A TO BE 7 ; RECONSTRUCTED. SEE SHEET 24 f C � LQ � I I, Av I I I I ' S(,ALE: 11=4' I ren-- ___'..� . ...� � � ... ....� Hyl-- -4 I I EXIST. LIFT S"TATlu"N DEMOLITIO-A r_ ? � x t 1 RELOCATE FENCE LINE TO THESE LINES (BY CITY) ... ro— -- —Ho— Ho— t ■ DEMOLISH PIPING AND CONTROLS. REMOVE AND SALVAGE PUMPS. ! DIA. A DEPTH FROM i , t D AGRADE i �. •i BACKFILL (30.5' DEEP FROM TOP OF 1 TWO—SACK SLURRY SALVAGENOTE: DEMOLISH EXIST. LIFT STATION, NOTED w O £ODEPTH BACKFILL ,At GRADE DENSITY. t COMPACT TO 90% MAXIMUM RELA11VE PROVIDE i ' x AS ` part wwrww�wP aiva aew unyiWt+Y� .aaa woma M.wA4awuwa�f nmmr Lm► � Ma' aaN—_...•. mP x'- ..^w=P-TYhP ...�.. �_ w�mr-- � m�ro r. , ;-m�wq;_ - -- ',mw�,^4i6a4t:... ..: w�.�,�2M-: f rw .. t �, ,- .� ,� ,�, r�� , ,� , ,A k ' v''i w •. e Cc c) w r_ ? � x t 1 RELOCATE FENCE LINE TO THESE LINES (BY CITY) ... ro— -- —Ho— Ho— t ■ DEMOLISH PIPING AND CONTROLS. REMOVE AND SALVAGE PUMPS. ! DIA. A DEPTH FROM i , t D AGRADE i �. •i BACKFILL (30.5' DEEP FROM TOP OF 1 TWO—SACK SLURRY SALVAGENOTE: DEMOLISH EXIST. LIFT STATION, NOTED w O £ODEPTH BACKFILL ,At GRADE DENSITY. t COMPACT TO 90% MAXIMUM RELA11VE PROVIDE i ' x AS ` part wwrww�wP aiva aew unyiWt+Y� .aaa woma M.wA4awuwa�f nmmr Lm► � Ma' aaN—_...•. mP x'- ..^w=P-TYhP ...�.. �_ w�mr-- � m�ro r. , ;-m�wq;_ - -- ',mw�,^4i6a4t:... ..: w�.�,�2M-: f w •. e Cc c) w z ir+irw U- POSSIBLE 'LATION FOR -4 w '^ 0... VJ TEMPOR RY BYPASS cc f* W Q PUMP I G EQUIPMENT$ 2200 CAPACITY U) U) < ff n i.J..dLL. LL. w_.1 LJJV rr Lu 06 >_ W Lc F701- wY + o U) cc o 74, s Z 0 o if a w 4 ` r } ` f 0 pw aw aP+F myr wsewf�m.w.tme. M cne W esus.. wm mr wti ane:. ass waw + wa+ ww auw wWw .mins w�1w - - .r aaw...,�w.a.ms wh. m� lmnesewumapmeaa .u+• ammo suw +lse � re seM w+aam ,Says nee.me.�wy evws +Lew m^�+++s+W+^ a+Mb awrr anma BYPASS PUMPING FOR STREET RAW EXIST. " SEWER NOTE: EXIST. DRi • i+w APPROACHES TO ADJACENT PROPERTIES SHALL. REMAIN OPEN AND LIFT STATION UNOBSTRUCTED DURING PROJECT CONSTRUCTION AND BYPASS PUMPING OPERATIONS. SCALE: V=20', SEINED LINES NTS wj6lmllnm� � 1 � t k ` % � 7 r w i t. ✓ e POSSIBLE LOCATION FOR __,__._-_._____�} ' TEMPORARY BYPASS � CONSTRUCT TE-MPORARY -PLUG--__ DOWNSTREAM OF NEW MH AND UTILIZE PUMPING EQUIPMENT. FOR 8" SEWER BYPASS PUMPING 30 GPM CAPACITY EXIST. $" SEWER f 77 } es \ 1 %1 v i r v.. EXIST LIFT STATION SITE EXIST. TRAFFICt� � V l TO BE DEMOLISHED DETECTOR LOOP REPAIR AS REQUIRED, TYP. CONSTRUCT TEMPORARYUl PLUG UPSTREAM OF I NEW MANHOLE,! 2 6.2-628 t T i m 3 —.l O Cy+ 7 t�y y co < L1 3 � ct Im 1 t \ co Q © ( p "" � U g!g dj i< w •. e Cc c) w z ir+irw U- 0 w '^ 0... VJ ..�.. cc f* W Q U) U) < cz n i.J..dLL. LL. w_.1 LJJV rr Lu 06 >_ W Lc wY + o U) cc o _j Z 0 o 2 w 0 SHEET NO. OF 14 ROUNDED TOP 3" REFLECTIVE TAPE 8" STEEL PIPE FUSION EPDXY COATED 6" DIA. SCM. 40 STEEL PIPE, GAIN. FILL WITH CONCRETE /---1/4. GAIN. MESH SCREEN ATTACHED TO BE PAINTED ACCORDING WITH STEEL BAND AND SCREWS TO SPECS. (OSHA YELLOW) TOP OF WET I %WELL DECK AIR VENT DETAIL( SCALE: 1"=1'-O" 1 _8 SCALE: 1 /2'= V-0" CAST IRON THREADED NIPPLE BRONZE DOUBLE STRAP SERVICE SADDLE W/ STAINLESS STEEL HARDWARE A SECURE PIPE TO VALVE MANIFOLD SLAB WITH DUCTILE IRON PIPE GALV. BRACKETS 90* ELBOW/TEE, RUN VALVE MANIFOLD SLAB PIPE TO DRAIN INLET AIR RELIEF ASSEMBLYD NO SCALE WIRE DIAGRAM - WET WELL INVERT il IL 0 of JSIDE OF WET T ELEV. 338.55 SHAPE WET Wl SHOWN, ENTIRE BE COATE[ I-% I 1 /1% r- M f% n A /-� r - I /A 1 14 Wl-R-E. D�IAG�RAM - WET W.ELL� 1--NVERT CL %--,` w NO SCALE PLAN -WET WELL INVERT( G SCALE: 1/2" = V-0" g 10 N�l CE: INSIDE OF WET kFT AT ELEV. 338.55 'L WET WELL 'L PUMP 7A M • co X cr- > cqco CD C> < Lo uj 1 0 Z ic U") I LX T- ca l< m 0 0 a. 10- u- n IYtlYIY�IYz 0 ca I w (J) M J w < 0 < Z i w — Z 0 < j w o LL U)� w U) Cc W < F— Y (.0 0 < mL F— L LiL 0 - i w < cc w J W i>> oc � — I w LLQ U) O c/) F - z 0 2 2-628 SHEET NO. co-) 0) OF 14 a MINIMIZE iRiNK GROUT CONCRETE WALL OPENING )VIDE MIN 2" CLEAR CUTOFF RING DETAIL B NO SCALE 91 2 ENING RSTOP 16' LIFT STATION" f -GATE FOOTING t 0 PROVIDE EXPANSION JOINT r -SIDEWALK- MATERIAL BETWEEN BACK Of WALK AND GATE FOOTING PLAN - ACCESS GATE A SCALE: 1"=1'-0" 9 PROVIDE •* EXPANSION JOINT MATERIAL BETWEEN BACK OF WALK AND BLOCK SECTION -ACCESS. GATE . 0 SCALE: V=1-0" T 8" PLUG VALVE . 8"45® ELBOW 12"MJx8"FLxl2"MJ WYE L 12" PLUG VALVE, FLANGED " C900 PVC FORCE 12" C900 PVC FORCE MAIN (GREEN) MAIN (GREEN) 8" WYE PRESSURE CLEAN-OUT AND PUMP CONNECTION DETAIL rG SCALE: 1"=1'-4" � 9 CLEAN-OUT1. FRAME AND COVER SHALL MANHOIF COVER CONFORMING TO THE BAKERSFIELD STANDARD BACKFILL WITHIN 24" OF THE RISER W iWIT11, j FINISHED GF I w Cl as z PROVIDE EXPANSION JOINT MATERIAL BETWEEN BACK OF WALK AND GATE FOOTING -#44 LONGITUGINAL SECTION - GATE FOOTING. SCALE: V=V -0" 4' SQUARE 6" PRESSURE CLEAN-OUT ANI PUMP CONNECTION DETAIL 2fl 2'21 n r 6.2-628 .. M , o d �1 U00 -0 QD m W co LLt U cc Q? 0 2 co U_ C} M , o c U00 -0 QD m W c) cy)d- �00 01) COI) COI) U op (w)15� :L (15 c a o� ,-- a. 15 cl0 z a� cr T � ^^ V llJ r 1 Lu #Q z cc m zf w! !)co zChi i 150 i ca.. ju { r�14/IXI Irl I 11��1 �r II � Prin irr ■ IMII I n ■ z W w 0 cf: ow < Z cl) -i IF.nai LLJ z<C I 0 ---1 < C/) w I-_ F. W w { r) Y CI) In LL LI.... -1 0 0 ar w W W �C z .— 3_ �_ < wcl) 0 LIQ F (.) Z 0 SHEET NO, g OF 74 C Rza5' "AA R = 05" Ir Ra&s sk R W A ............. . . . . . . To-ArJ-7T-pXi7.JrT7JJ( i J_Jrj�X ya 11 f 010"I fftT!17;7F7L11 r '"T R = 05v pc 4 Mow *GU77ER *C*Hw oWl o6red sh" *"W by Oty &"W Standwd curb return rodw Evansion erred shaff be 20' M. 1m) mos.Jobt I Raw Jobt on 104 streetsond X' (9 IM) MiA M 4V d1ft0*6 W ca6dom or kcds at Adler int tions With WtffW$ or cAvlars or as *actedI A ' , • 4. 9. by the Of enow. 4 4 % 15'L4.!�)? Max bet WW7 phts " 4 W Mot-of-way 20' (6.1m) x 20' (6.1m) ch a n Jer 4 W/era otkn for sWd kcatas see Sid. T -M A\ Ir (a 91m) Ulb. a 4 5 of (I Mir. 4., 20' •w of tion(0 6M) 6% Mat am L C J AGO 4.5'(1.40) Ml' ibum on a# locd streets 5.5' (1 7m) Mkhwm on a# &1*W4 vector hospita% cwwwcd, i7obstrial,ear as *ected by this irrfy En 6 Of (1. ft) Mn'wo on meonda*y sdevok NOTES: L shall cwf 4w otm to theappka* sections of 8 SA*w4ts " be scored to a mkimm moth of 0125" A# w k ffie*edricallons entitled 'Stibax (5mm) u*w 0wrise &wted by the at), &*kw. State of Ukmik &parbwt of rwnsporlalky)-, 4woved wrot edtim 9 New sdewdk emstw6w n bladre with ewfing cid WA* sw coftbm Jh MA00=6 Wd Imhon to 2 Spbgm* pwandho" $w be COS&WW true to ffiese h p/am or as Okocted by the City Engkw. 00* end crow section, iWth MJW1100 Of 90Z to a d4ith of 0.5' (0.15n) 10 Exxtiag N*K* sW he swwt 4nd re mood at Me lust sco&g rm at or be)wd the pbwed jbint. 3 CoxYete sW be Class `A* and " how a A"p belffm 25' (65r 0) and 55" (f*m) The w(we It A permit for side " consbuction and reconstruction shaV he rmbW to gra * od am sectm j016 a fibot, atcaamparny actual war*. IroweW &wth, and *WW #0 a ftm 12 Any nw%v k &M, cc/&-, or indoia, f,-om stambrd 4 Cao &W Wftl* no additives rimless A*r WP(VK7/ weal reWi�e opprovial from Me adowry e9wcy is obtdmd from the City Engheff. 13 TMOMs A $A*" tjpa must be ""wd by 5 0� aW be cured Frith a *10-pipwied amg theGreythow C moomod cw#)ft to Section 9OL-Z016 of the 947dard*edrkVtka FAMAME ST-OREV S 6 "erred AWe Jobts SW be ihstehd at 15'(4 ft) TANDARD 0/2/" NOMMOMMMUM 0"Sw iftt&rK* and e*w6w jaws at 0" (19.%) #1twM* XU foamw *Is sb&# be located we* s;* of a t1ructure M. $HAW and of the end of curb retwn& COMBINATION SIDEWALK kTAS 7 6posim jMt filer mat erW &W cwsist at III Igo- ------ pre kffned steps of a dm* mOkni compound �C1tycFaAK848F13_D ff necessary, ad*st RIW or obtain 40"Mift. easement to accommodate U1 depth of drive approach 2 0% rnox. slope 6 0 MiM 1, 0- tip J 214 14 Rebar - 24 0 C both wan full width of opproachRebar, eymly � spaced, full width of with 2.0"dearance frombattof concrete. SECTION A -A qWooch curb & gutter, NOTES: 10 Sections of existing drive approach being removed for replacement 1. All workmonsho end materials sholl contoroi to the applicable shall be sawcut of the limits of removal as directed by the City Fn9ineer sections of the specifications entitled State of 671%m4 Oe +t of transportation, Standard Specifications " hereafter known as Standord The section being removed shall be a min. of f1 in length and sawcuts edfflbn� $hall align Re / eon Specifications" current City approwd with existing joint or score line placement shal YM in dinension and location to the adjacent existing impromments 2 A current Street Permit issued by the City of Bakersfield Public unless otherwise direct s` Works Department must accompany all war* within City right -of --wary 11. Sections bMg replaced may be poured against existing pavement 3 Subgrode shalt be constructed true to grade and cross section and compacted to 95X of matimum dry density as determined by ASTM if in good condition and with prior approval of the City Engineer ASTM 0-1557 to adepth of 6, 0' below top of subgrade. Otherwise, the existing pavement shall be sowcut a min. of 2.0' from the edge of concrete or as directed, Pavement patch 00 confivir 4. Concrete for drive approach shall conform to the requirements of the to the requirements of Standard etai ST -11, Standard Specifications for minor concrete (min. cement content of 12. Curb and gutter and body of qpprwch shall be poured separately, 505 lblcu )V) Concrete shall contain no additives unless prior approval not monolithically. is obtaved fi-om the City Engineer, IJ Total maximum dlow&e drive approach width shot! not exceed 60Y, 5. 7imber forms shall be surfaced w the side placed next to the of commerciallmulti-family property frontage, Drive approach dmen, sion concrete and shim! not bel than 1.5' thick after surfacing. Forms and sub rade shall be wetted Immediately prior to concrete placement as shown on approved plan, shatl be the basis of such determination. 14 With approval from the City Engineer, totat qWoach width, including 6. Concrete sholl be tro#ded smooth, edged and then given a light broom finish Immodotely after fmishing, a// exposed surfaces shall wings, may be increased to 50'maxionum for M- I and M-2 uses, wh" receive a unit im application of white p'mented curing compound high vdumes of seml--truck and tra0er use warmnt. conforming to the Standard Specificalions The concrete surface shall 15, A mir?hnum of 2?' of U height curb sW stporate dries es, be kept moist until the curing compound is W#ied ex as noted on Standard Deta# T -2a or as approwd by City ingiheer. 7 Expansion joints shO be constructed at both ends of approach. Weakened pion J*ts, 2. 0' deep, shoil be placed at center of approach 16 No &iye Wrooch construction is pemfitted wift a street or alley w and at 10'max. i7tervals or as directed by tare City Englri_ curb return. 1, 17 No portion of the dnw Wooch shdl be constructed on adjmeat 8 Expansion )Wit filer material slaw consist of preformed strips, of pro ,,w,ty fro mote unlas spedricafly approved by the City Engine durable, result compound that conform to the requirements of the 18, S�e 76W6.? I far use of this dfiw approach standard Standard Specffikatoons� 9 Nwe new approach is being constructed adjacent to existing curb y removed 45 t)p. and replaced with rebar as shown above. No 'curb cut' is and gutter, the existing curb and gutter shalt be completely allowed for commerciollmulti-fomily drive approach Vol Apr,tu 3.0'x width of sidewalk Detectable Warning Surface, t)p. both sides. See Note 4 on Deta# ST 0 10 0 450 t • y i1 N11- OATS I--,' STANDARD ORAW COMMERCIAL/MULTI-� AMILY SH DRIVE APPROACH -TYPE "B" LEscmx APPROVO SHMT NO. C" OF BAKEPSFEW ST- 4 CALIFORNIA CM rtfoem PUSUC wows ME Stoodard Mwtde Cow and cater per city -6 stondard SW � M-1 I/( POW) At. 2 &W*w sted sbW at mat 11,0" *fthg atiodod to manhok Iftft "st VA . . f - -4 gwdtvd 91. 0* 6how d. 90" iUs PA OF 0comb INSIDE DROP r- Povwmt ma "M skpe 06001 M* #1 - &o**w SW -6 TYPT for #01m and WD 7H cow deNs sbw6 ftf9c hx1er (U.) See U kN§'N It F Me *per pw9mof W r r 1 9 - 0 W and outg* serffs dw be CIA a a 4. 0" wider 3.0-50 1.2" . '. 0 1 cwmt Inw1or 55-15 L5' 16 1.0' wider zo - 80 20' 10 oil! 85 CR MOW 25' cwfoctkv h of Other' avas now memo J1 8wkff =$Wted to XW VMWX QD 1.0" wider BoddW b Oe zone ca7focled > CD to 9" rddiw avwocay. flodeff metaW #010 the N. TOP WE W Notc Ace SW not to be i0or Awt of P4V zone Ad be to" abow top of poe &# or Me outsi& dbmeller pouted off pe*g is- 'In pkm w4t, of pkh end poe and 3 M tip i PIZ 0�� 1 ** For puWx uWies cons6wUm 54 1 MAMA MWAMAI 0 roWkowts a per ft PaWk " X0, I LON I f *)v or conM 1l 1. ..�, 1W W =11 M too mwk*-MM - Z ASN 9 221 tft* loW b ft 6-101 of the State Stw&d $ociffeahm for AS7M 01557Sec, kftd IC7 for &web " "der #m LO'. NOTES: AMEW1 v f�;Jmuill 1 8wk4V kr R1# POa 5 CbN*WM0n rah MW be MWW and &W he Me 10WWS-- Ba*9 inot" Wft the poe zone dm# be five of My of the DewA*w / SukUlgr / Conbmtor The ownber daWafts materki and shaff how a Sand Eq"wt of not ad Axdko of Me to* Ad be 6WWOW by the 01y kw 0kn 2V and conform to the UoMg grod* r -------- Air-------- See standard - &o**w SW -6 TYPT for #01m and WD 7H cow deNs sbw6 ftf9c hx1er (U.) See "ING rile bdow ftW mpocted to 95X rabffw Me *per pw9mof W r Oft OR R URR Y and outg* serffs dw be CIA rmoved and ft Won edges 4. 0" wider 3.0-50 1.2" . '. 0 1 cwmt Inw1or 55-15 L5' the emtm accipled ifoadway 1.0' wider zo - 80 20' 10 oil! 85 CR MOW 25' cwfoctkv h of Other' avas INS. both sides 8wkff =$Wted to XW -------- QD 1.0" wider BoddW b Oe zone ca7focled > CD to 9" rddiw avwocay. flodeff metaW #010 the N. TOP WE W Notc Ace SW not to be i0or Awt of P4V zone Ad be to" abow top of poe &# or Me outsi& dbmeller pouted off pe*g is- 'In pkm SECTION lie oe and MW Ad be h~ In accwdow sO the M.6Wv =/arid# aunt ASIM "*affw 1 -2 a &The*W1 Mated* Whin the POO zone No be conskbfed solb* NOn Me ppe zein wfir fboifV and jeffi* &W not be wed kr bwkff coa4mctim for h p& Me beMV and Madihg " be platedto the Ise of W pie and pvpedy conpocW For suer maps, am 6001 is reo" kr bedft andbwxN* Care sW he to not to &kcole the p0a Me mmMV bmW in the poe zone Ad be hand pbwd and ownpacted in ft not to a &0- ftbm ftodff be nwkW &W pWedy meed conzpacled to Wihow prior' to #wadi* %e 'folloFenna Fern�fn G3 for trench widths: TYPT DOM wAv dqvaq on the WD 7H IN GREATEST sbw6 ftf9c hx1er (U.) See "ING rile bdow ftW mpocted to 95X rabffw Oft OR R URR Y ;Owecton #1 roafty am kon; J.0, befit bad of ad, adow *Street aF but Me outer 1.0' of the 4. 0" wider 3.0-50 1.2" nwVw arew and in ale n oft ........... C- LU 55-15 L5' the emtm accipled ifoadway 1.0' wider zo - 80 20' in 8b" conipacted to gar rat biv 85 CR MOW 25' cwfoctkv h of Other' avas INS. both sides 8wkff =$Wted to XW 1. 5' wider QD 1.0" wider BoddW b Oe zone ca7focled both sides CD to 9" rddiw avwocay. flodeff metaW #010 the N. IV T&* i0or Awt of P4V zone Ad be to" abow top of poe &# or Me outsi& dbmeller poe Zone to coubm to nates t 2 w4t, of pkh end poe and 3 .......... . ** For puWx uWies cons6wUm ..... Ham* roWkowts a per ft PaWk ewaksim Gmd a*$ f *)v or conM fer- Piv as per 4. Ta* of hocbW nwkids sW be h accoNtm #0 the ASN 9 221 tft* loW b ft 6-101 of the State Stw&d $ociffeahm for AS7M 01557Sec, kftd IC7 for &web " "der #m LO'. NOTES: ff hnch WM is kw than 1.0', WAY #0 2 sock Axy 1 8wk4V kr R1# POa 5 CbN*WM0n rah MW be MWW and &W he Me 10WWS-- Ba*9 inot" Wft the poe zone dm# be five of My of the DewA*w / SukUlgr / Conbmtor The ownber daWafts materki and shaff how a Sand Eq"wt of not ad Axdko of Me to* Ad be 6WWOW by the 01y kw 0kn 2V and conform to the UoMg grod* B*w. .The 10* shaff be in =wAvx& *0 the la* Stew Sze Prtiar Pw* Ibled h Sectio 6-3.01 of the State Stodard *v*dkm 314 1W (or ASTM D1557, *" IC) Ath 4 Na JO 20400 6. Ea* AW of backff mat enaf Ad ffmot the wnpachon, Ibb ha*9 mterfaf &W be ~ in not to exceed one sod eqdkknt and "Mm reWkermts beAw Me nat foot (1.0, kw) IO)VM shwloneous/y an each sale of the layer is Pked poe 0 solo a manner as not to dwmp or dWb One pipe on ItS 01"Mt and PV* 690 1QW " be UWOU#y COV- Z for pawwt pakhes rNw paW arsox m slaadwd acted by meda" &W4 fibutH matedd sW be *w*g ST -12 19 M& ramd. pqmdy cw4vaded to Wk*m prior to pvcee*q� 2 Oamv for mwe P& TA 8L E `A lie oe and MW Ad be h~ In accwdow sO the M.6Wv =/arid# aunt ASIM "*affw 1 -2 a &The*W1 Mated* Whin the POO zone No be conskbfed solb* NOn Me ppe zein wfir fboifV and jeffi* &W not be wed kr bwkff coa4mctim for h p& Me beMV and Madihg " be platedto the Ise of W pie and pvpedy conpocW For suer maps, am 6001 is reo" kr bedft andbwxN* Care sW he to not to &kcole the p0a Me mmMV bmW in the poe zone Ad be hand pbwd and ownpacted in ft not to a &0- ftbm ftodff be nwkW &W pWedy meed conzpacled to Wihow prior' to #wadi* %e 'folloFenna shall QDP/y for trench widths: TYPT WD 7H IN GREATEST TAMPING "ING DIMENSFON tO Oft OR R URR Y 1.0' Or /*Ss wider C 4. 0" wider /1.G C- LU 6 1.0' up to 2. 0 1.0' wider 0 F°0' wider co W0) (.0 both sides both sides 2.U' or more 1. 5' wider QD 1.0" wider U5 both sides CD both sides nuotw-4 ST -1 I Hadw matew above #10 pipe' Zane' dw be *W of dei mater W kwo or staw exceeft M h "dest *M.400 and " be Ab"d 17 not DRAW STANDARD to JCU to meed one tent (1.0' kw) ARmv and each le)w TRENCH BACKFILL 06cm sW be ftmu# Lt SH 'y by AND COMPACTION 26.25" 252r 1.5" it, No: e. 1.375' See &W 'OA 1 1 201 Ida 25" 5f C 77ON A -A to' 10.5" 0.625'- 30, 1 ear 4""hV 05- 5ECRON B-8 a5p note R 1.0" Dia center We Akd*ed &*kces 105, rte* cow From DETAIL "A A Ole 20' pattern /off" W Me nw** cow$ sball how one of the falwhy dWVvffhw DRAW or SEAV ta AMMbly &W be "goed for hiony ka*y of HS 20-44 It. 20" x 1.0" di ad mot 0125' dap. nUEMW S*-MMV 00 CV LU 0 rr >e �E 6 2 co X 0 tr ca 0 Ci z I rr (D co 1 __J C) (D C5 0 P- < Lb UJ 0 5, 0 LO cr co z CO -CM isca z 0 0 0 ff a. Q W W _J z < W n _J LL W Cf (1) < T_ 0 W U) < < U. F - UL _J W 0 cc Ui cc rrw.e f� � AlriMuW U) 01 0 z 0 SHEET NO. O OF 14 0) L0 CO CY) 0) CY) co tO X (D < G_ C C- LU 6 0 U) CO co W0) (.0 N IL (0 QD U5 CD n- 0 tr ca 0 Ci z I rr (D co 1 __J C) (D C5 0 P- < Lb UJ 0 5, 0 LO cr co z CO -CM isca z 0 0 0 ff a. Q W W _J z < W n _J LL W Cf (1) < T_ 0 W U) < < U. F - UL _J W 0 cc Ui cc rrw.e f� � AlriMuW U) 01 0 z 0 SHEET NO. O OF 14 :;t 45d ELL m LF: 17, _TT Mt-TtA�6x— (S - OF 'SIDEWALK TABLE &ELOW) CAST IRON- 10 -TO lktA6- 1665m 'R r -8AKERELV OR "SEWR" AS pipt APPUCA&E UE& WSTA. 0 .0 Ou .1 o. . .-METER TO BE'SET ANGLEYE7ER STOP r- 7-SE�*Y.,,, L .2" CA S TIRON 12"VA L W. (EJ 0[3 F-1 171. kk l'2-'- WR'E' SH ORT -SD IRON 11D E' FIE, ._06k, W,1, MM RPC OR V F-%-- I T. �. F Y. A IN` fouAL. �;1_4 To 2 lVi9flV6 (A15. SPECYRED� - -AN0l_f'ME7,T"R 'S T *WAW OR IPSEWn D OUHU STRAP 'SER KrE AS APPUCABLE CASrlR0NUD.MREAD. 'r 5URFA (X. :57M --AD 'Z VICAL OR WSWU CRADF ,lCW -*&� VL&, 8P . E . UR AdALABLE IRON'WT)Y WA MR.' R' INEW AS APPLICABLE :CORPO 0 6-A.-TRON S Tdp STAINLZ S7tR,S*VAP -0*. _US -E, APPRO-VED -5A*aaLc'- F 0RG Pf.P11 PE T. P Ad L 94 MR. AP:- ,9 SHALL gt:ctoppEp. ik DAW E, 0/f 7C A - 7 7ONS Off POL.YETPYLENE TUSINC, L•PC C YT _20or R .91 $Hoplr CON CREM S4AB -SiDE OW SfDt SER t! C. -E PSER-W. CE �,. �.CASTVDN• 12- YALWR•QY: CAST- IRQN- M- - -.REDWOOD-ZLOCK . TYLER Pl):�E' OR �-PRODVCM, AL QUAU rY- 'PRODW.-Is INC., NO. - 1 �5*M*I*Vto O&ffAf ; R.A= 'APPROMM.,0YTHE- WW 7,Z r/4" REWURCEDFYT D C C.0 V THE16MG: 9DE SMW-CfF0R',A 0"WETER SHALL'BE lo-VWNG D A, 0 AN I T 3 mae mr*MR :Stbk -ALt j.OF •COPPER' TU&Na' Ao:2" �HORIF S -M -2Z ALL -0-NER SERY WCE-:5�2T$ 4WA4L RV UKE $1ZES FOR';I�M A'70k- A tS� POP 7 OF AN0`,W.MR,-' ke, 'A' 1-112" -SHORT �OR lV0 7,4;�` LONG. SER.VX E SH,444- covs�Or 91F,1-11 -*lValAf "l -11T.!# UtT_ 7' 10P f-11,?w WltR (Z6.- f .Z .7MSH. CONCRETE SLAB BE INSTALLED B'Y-OTNER$�. e VW A.0, FA VfPVVT J ALL a'PLAS77C s?WL �84' NON -PIPE SlZt-Af0"P50t E )18 ES NO.12, 0 SOUD O� 'W '00f�'W A kE #VSUL;4TED fn?.E.qY� �W):-TAPSD TO PE 4-r WCAMONSSHOWN ANO EXMVDED INTO METER'' -60X :DQ N07' AOUCH WRE TO MYER MEML nMt4GS, ALL POLY. NUM SMALL BE -IRON PIPE SRE. -4- CW0Rj'T.E -.8QX CA't -0 1 -ORM V 0 04Y' 4 WC !S10'. U 0' E A DE' �A- BACOLOW �PR-0XCrl0N'0E-WCE.MA--Y.8E REOUNED F 0ETERAGNO 6T WA AER RESWRIXS, OR -ANY:SF'R-WCF CONNE077(N. AS WAT-E�'R': R_Jzs-ouRc-lE's- bEPARA41�NT- ;WATER: RESC)(J�R�,E-S::D.L'-P-ARTM:l�tN'T' -Cl _FY- OF 'BAKERSR"ELD-i "CAUFOR-W-A 'A tALIFOR-N, -STANDARD SE -R -VICE CON-NECTfON 3/40" TG- 2" VALVE. BOX DETAIL PLAV N.b. WA—TE- Np; APIMOVEM y 1, 2 - _WA M W, 8, 7 14ANAGER 0-kTE, REV. 3") NOTE(50mm) S: m/ft. t &04* proA dw he m8ftdod bw to on* and ffm sw0m with wmP*Wm Of = to 0 A* Of 6.8' (o lsn, 2 Qmrdo &W be dm 18" and &W be of 25' (&'am) la550(d1*o)AN* Cw&d*Adbvbvw*dsmooth w bruA NAM J cocroto " cwtm no amm M*ss p1w onion *Pvmi is abkbd ham 6* aty zvkeff. cawdo shall be arod rM a We pigmented ar*q mpoid m*)k# to sectim O-7.018 of the stodad *vdrxv&m 4. 04 cww, wd gale pots " be kwO to the nearest My past WM galla Aqmd a, ha*wtol kvm used es empasito mwtm and g* #in, (147") sted kw ro& 00 bnkmUm or km rotmom used as tmkv mw*m i Ww ro&wd x6wbw smo k toW, R " he used wo J x 5 - 9 ~ kb& so caulmled that the skis am bAvd into po&Ww wd co ady be remmd wO to* & Fmnw *W be nw* oft Mthp or wdWed with wd& fwd mooch, W rook"hod afw v"ft lbo & h&qdwn " Post - 2875' (7&m) W 9* p* 51/R ftaglm) 7 "-ft *m Urk &W emkrm to Me *wdkvtf#m of ASW desolatko. A -M, CAM 1. A katmMko of &-Xky and gates 4*d be in ora Mbxe *77h the mpkamit of swgw 804 of ft l2w4rd 400dkofims, State of Caft* DWhwt of AmV0Eft , qWowd arrant edUa 9. 4N&g 0 *WdW by the &Y Of &*WS&M StOW&d *MiV 0-12 &W be unthmed mufor gates STANDARD CHAIN—LINK GATES joill Mrs co N uj 0 CC 2 2 .0 cc c 0 0 cCS Z rr < U_ en i = LU 0 Z Q M < 0 cc 0oy 0 6 =3 Q_ -to l< U_ 0 Q it n Uj LU D w z 0 z I w — z 0 < 1 z U) 0 w v I— c/) n <06 00 rr LL 0 w < cc w Lli cc Z w co iJ afw v"ft lbo & h&qdwn " Post - 2875' (7&m) W 9* p* 51/R ftaglm) 7 "-ft *m Urk &W emkrm to Me *wdkvtf#m of ASW desolatko. A -M, CAM 1. A katmMko of &-Xky and gates 4*d be in ora Mbxe *77h the mpkamit of swgw 804 of ft l2w4rd 400dkofims, State of Caft* DWhwt of AmV0Eft , qWowd arrant edUa 9. 4N&g 0 *WdW by the &Y Of &*WS&M StOW&d *MiV 0-12 &W be unthmed mufor gates STANDARD CHAIN—LINK GATES joill Mrs co N uj 0 CC 2 2 .0 cc c 0 0 cCS Z rr < U_ en i = LU 0 Z Q M < 0 cc 0oy 0 6 =3 Q_ -to l< U_ 0 SHEET NO. OF 14 6.2-628 Q it n Uj LU D w z 0 z I w — z 0 < 1 z U) 0 w v I— c/) n <06 00 rr LL 0 w < cc w Lli cc Z w co 0 z o 0 SHEET NO. OF 14 6.2-628 ELECTRICALKa 1 09 WA meim LIT" *0 1 l.ELECTRICAL WORK SHALL COMPLY WITH THE REQUIREMENTS OF THE NATIONAL CODE AND AUTHORITIES JURISDICTION. CONTRACTOR SHALL EXAMINE MECHANICAL A .A OTHER RELEVANT DRAWINGS k OF i» TO BECOME FAMILIAR WITH CONDITIONSEXISTING AND ASCERTAIN WORK ENTAILED IN THIS CONTRACT. BY SUBMITTING A BID FOR WORK, CONTRACTOR !' TO HAVE, MADE SUCH EXAMINATION, a k ASSUMED THAT HE IS FAMILIAR w AND ACCEPTSi i OF i. AND SITE. 3.CONTRACTOR SHALL VERIFY LOCATION OF ALL MOTORS, RECEPTACLES, • y . MECHANICAL t DRAWINGS. DIMENSIONS i ON OTHER DRAWINGS i OVER ELECTRICAL DRAWINGS. DRAWINGS AND SPECIFICATIONSDi NOT INDICATEMETHODS OF CONSTRUCTION I1: OTHERWISE a. M CONTRACTOR fKji /f. SHALL SUPERVISE AND DIRECT THE WORK AND BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION iSEQUENCESAND PROCEDURES. 5.CONDUIT RUNS ARE SHOWN DIAGRAMMATICALLY, y Ity A A y CONTRACTOR l/tkiR SHALL DETERMINE EXACTTHE LOCATION 6.THE CONTRACTOR SHALL PROVIDE AND INSTALL ALL DISCONNECT SWITCHES, STARTERS, SWITCHES, RELAYS, CONTACTORS, CONDUIT, AND WIRING REQUIRED FOR THE OPERATION OF ALL EQUIPMENT INSTALLED BY ALL TRADES UNDER THIS CONTRACT, INCLUDING LINE VOLTAGE CONDUiT AND WIRING AND LOW VOLTAGE EMPTY CONDUIT. CONTRACTOR i » 1. OBTAIN MANUFACTURER'S REQUIREMENTS, WI A». DIAGRAMS a : INSTALLATION .A DETAILS. CONTRACTOR Y Ai ■r SHALL REVIEW ALL EQUIPMENTi " iL SYSTEMS, VERIFY ALL REQUIREMENTS AND PROVIDE AND INSTALL NECESSARY COMPLIANCE a MANUFACTURER'S A11F RECOMMENDATIONS AND ALL APPLICABLE i DIFFERENT8.WHERE EQUIPMENT AND CONTROLS WHICH THE CONTRACTOR FURNISHES REQUIRE y THAT i ON DRAWINGS, RESULTING CHANGES IN WRING AND ASSOCIATED EQUIPMENT, SUCH CHANGES SHALL BE MADE BY THE CONTRACTOR AT NO ADDITIONAL i CONTRACTOR SHALL OBTAIN OWNER'SAPPROVAL OF k CONSTRUCTION. 9 -ALL RACEWAYS, A y' AND DEVICES THAT SERVICE t« OWNER FURNISHED EQUIPMENT PROVIDED AND INSTALLED PER THE REQUIREMENTS OF THE OWNER AND MANUFACTURER. THE CONTRACTOR $HALL VERIFY REQUIREMENTS IIY » wt..M #fr TO DISCREPANCIES ! Py SHALL M CONTRACTORREPORTED TO AND RESOLVED BY THE OWNER PRIOR TO INSTALLATION. $HALL i ALL EXCAVATION AND BACKFILL NECESSARY COMPLETE THE INSTALLATION OF THE CONDUITS AND CABLES. LOCATIONS OF ! i ! UTILITIES ARE i A APPROXIMATE .»»i11i♦ y. ONLY, CONTRACTOR SHALL EXACT LOCATION OF •'E COMMENCING WORK. TO BE FULLY RESPONSIBLE FOR ALL DAMAGE WHICH OCCURS DUE TO HIS FAILURE i EXACTLY LOCATE i ALL UNDERGROUND GR EQUIPMENT iSURES, METALLIC CONDUITS,i BOXES, FIXTURES AND OTHER ELECTRICAL A i»sAAy SHALLPERMANENTLY » L k EFFECTIVELY GROUNDED. 13.OVERCURRENT ». ti11 i T A.. DISCONNECTING MEANS SHALL BE INSTALLED O ALL MOTORS i" AND PANELS COMPLYi i 14 -EQUIPMENT INSTALLED WITHIN CLASSIFIED AREAS SHALL BE RATED i» THE 15.ALL ELECTRICAL EQUIPMENT »O » OR INSTALLED OUTDOORS SHALL BE WEATHERPROOF T !M.#' E.16.ALL EMPTY CONDUITS STALL BE EQUIPPED WITH PULL ROPES. ITCONDUCTORS SHALL BE COPPER, RATED 60OV, TYPE THHN/THWN UNLESS OTHERWISE 18.ALL JUNCTIONiSHALL BE MOUNTED IN ACCESSIBLE i k a CONTRACTOR M AiY SHALL COMPLY REQUIREMENTS iR i. ELECTRICAL AND TELEPHONE UTILITY COMPANIES (WHERE APPLICABLE). 20 -EACH CIRCUIT SHALL INCLUDE A SEPARATE NOTED.GROUND U.O.N. UNLESS OTHERWISE NOTED LLC A.F.F. ABOVE FINISHED FLOOR LP A.F.G. ABOVE FINISHED GRADE MLC N.I.C. NOT IN CONTRACT MM BC BATTERY CHARGER TRANSFORMER j.,l.i PM CC CONTROL CABINET 6 RECEPTACLE �. PMT CKT CIRCUIT < DP DISCONNECT PANEL PNL FU FUSE SG H PROTECTOR HEATER SP HMCP MOTOR CIRCUIT PROTECTOR SPD HTR HEATER VAP < .. VFD LIQUID LEVEL CONTROLLER LIGHT POLE MINI ---LDAP CENTER METER AND MAIN BREAKER ENCLOSURE PEACEMAKER SCRUBBER PAD -MOUNTED TRANSFORMER PANEL STANDBY GENERATOR SUMP PUMP SURGE PROTECTIVE DEVICE WATERPROOF VARIABLE FREQUENCY DRIVE ,@l/ GENERATOR "i i i a 'ii GROUND ROD AND BOX COVER CONDUIT AT 24" BFG WITH CONDUCTORS CONTROL CONDUIT WITH MIRE PG&E 12KV 3W 3PH OH LA FU PG&E _j__ RISER POLE BY s p— r.—a •a+ ws... +.sem .L.... ...... +.y I JUNCTION BOX �.J METER METER CURRENT TRANFORMERS Fp CONDUIT STUB—UP AND CAP 0 0 CONDUIT BREAKER, MAGNETIC TRIP __0 0 - u- r5 AUTO AUTO TRANSFER SWITCH TRANSFORMER j.,l.i �} o /� CONTACTOR COIL 6 RECEPTACLE "i i i a 'ii GROUND ROD AND BOX COVER CONDUIT AT 24" BFG WITH CONDUCTORS CONTROL CONDUIT WITH MIRE PG&E 12KV 3W 3PH OH LA FU PG&E _j__ RISER POLE BY s p— r.—a •a+ ws... +.sem .L.... ...... +.y I M -r- -dChi 00 I # Lk-,,AJI TRANSFORMER T1 co I 112KV--277/480V I 13 PHASE 4 NRE L Q0 ,2WZ4M4p1-4" C.O. (480V CABLES BY PG&E) 0001 MANUAL 4 POLE TRANSFER SWITCH PORTABLE 43/o, 1#6G I PG&E I ..� EMERGENCY GENERATOR,BY OTHERS +. giftx►1-12 I METER II t I A/3P I OUTDOOR -PAD MOUNTED I MAIN II I 14100 AIC 400 AMP BUS 277/480V 3PH 4W I 70A 70A 70A 7A j I HMCP HMCP HMCP HMCP �� I I I 2 I S2 MLC �...,�.. inc, 38, 120/240V 1 #10G S3 5KVA 1 PH I—I f OCU. EACH PANED LA S4 3 S Da _ BR 1"1" C, DISCONNECT PANEL _j 5FLA 3#1 2t 1112G DOWN CABLES, BY MFR. ( 30 *NOTE:�*NOTE:� �� 0 010 DELAY RELAY O� \(iO)\ MINUTE DELAPUMPS IS TO Y SP1 Sp2 s 45FLA ONE LINE DIAGRAM( B NO SCALE 12 45FLA 45FLA t LIGHT POLE, LP g B SEE DETAIL 13 ELECTRICAL SITE PLAN %a SCALE: , -10 12 .} r LIQUID LEVEL CONTROLLER -"cc" CABINET C SEE DETAIL 14 CONTROLS SITE PLAN C scnLe , -,a 12 V ESS1,N < yam/ �• �� NO.EB339 kp anew on 9/23/18 �E`CTR\OPS �,`r OF- A®® \� 0 2 i v c 0 r q i i.. L j ° o It r LO z4 I isi p �' 8 M -r- -dChi 00 --- CO V J co co W Q0 w u- r5 +� /y�'j j.,l.i �} o cc f 1> U] M �. 00 ccom Q < Z t 0 w U) < C LL1 c 0 r q i i.. L j ° o It r LO z4 I isi p �' 8 CC w cc �. w 0 Q < Z W w Z < Z LL1 I CJS F- }— W Ir W < .. Y 0 00 LL 4 CC! w w C 0cl) c) 0 W w SHEET NO. 2 OF 14 6.2-628 0 6.2-628 6.2-628