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HomeMy WebLinkAbout2005 - Sunken Gardens 23 4 f Ar "k ix 1 2 F 0 i i A uv MEIN , FjLAN A MLSUIN4KMEN GARDENS 0 ENHANCEMENT PRO EC J T q_> �Y SFV Bve ! � 5 .. MINI 0. CITY tilD NON 4? 005�014 0 t {4 F C 0 m ,s8 5 i f r sti f t se raj 4 t J, r}`r 21 �� SACRAMENTO 6 PROLJEC T L 0 / I A TION SAN FRANCISCO % c r f 5» LL A� fru yXkx j 3x dF7c. iia yet , f* ^.h�,s.: FOUNDED `gCORPORA E�(,/ MONTEREY a ,4x ' sx a r dC V '_'ii'yl 'Y[f" ;J 1 -l; rF2Y {.cs..'-' >t}}#F" J / IM• �C b A*AW41L lam` Li C11111 111111 ATASCADER0 +►SAN LUSS OBfSPf7 V�✓ •c.Os ANGELES t rr Z1� SAN 4rEC0 l Vl 'ow*ANlT"6y' j' MAtv-"-40 0 NO SCALEQ. SHEET INDEX MAP NO SCALE u U N T Y F S A N L U K"i uOm" BI I S P u"' zc STATE U" F u0om%ALlFuo"""' rR" NlA E 0 () w Cf) X - ,, - GENERAL NG TES � �- w SHEE T DESCRIPTION C� 0 1. 1T SHALL BE THE RESPONSIBILITY 4F THE` CONTRACTOR OR C--4 COVER SHEET Pf_RM/TTE"E' T4 CONTACT "UNDERGROUND SERVICE" ALERT U.S.A. " C—1 EXISTING SITE E CONDITIONS ,.r..., TOLL FREE AT 9- 800--227--2600 FORTY—EIGHT (48) HOURS' C--2 DEMOLITION PLAN PRIOR TO START OF CONSTRUCTION, FOR LOCA TION OF POWER, C-3 SITE PLAN . TELEPHONE; OIL AND NATURAL GAS UNDERGROUND FACILITIES. C-4 PROFILES AND LIGHTED CROSSWALK DETAIL CONTRACTOR DR PE`RMITEE SHALL ALSO CONTACT THE APPROPRIATE C--S TER, SE L OCA AGENCY FOR THE FOUNTAIN DETAILS, URN PLANTING SCHEDULE AND STRIPING PLAN TION 4F CABLE T.I/., SEWER, DRAINAGE C---b` DETAiL SHEET OR UNDERGROUND FACILITIES z F Jw L_1 2. IRRIGA TION PLAN AND LEGEND , THE CONTRACTOR SHALL POSSESS CLASS 'A" LICENSE AT L-2 /RRIGATIQN DE"TAIL.S AND NOTES F THE TIME THE CONTRACT !S AWARDED. L3 IRRIGATION SPECIFICATIONS L--4 IRRIGATION SPECIFICATIONS w J. CONTRACTOR ,SHALL VERIFY DEPTH AND LOCATION OF ALL CROSSINGS v PRIOR TO LAYING PIPE SO THAT PIPE`" ALIGNMENT AND GRADE"" CAN BE E 1 NOTES , LEGEND, SINGLE' LINE DIAGRAM 7 � ADJUSTED AS NEEDED- .E SITE S PLAN 2 ELECTRICAL / '° w 4. SEWER LATERALS EXIST WHICH ARE NOT SHOWN ON THESE PLANS. ELECTRICAL DIA GRA MS�4 ELECTRICAL DETAILS DATE: CONTRACTOR TO PROCEED WITH CAUTION WHEN TRENCHING AND E-5 PANEL SCHEDULE" 6/10/2005 SHALL HA ISE THE NECESSARY MATERIALS ON HAND TO FIS'' LATERALS If DAMAGED. n DRAWN BY: JAV CHECKED BY: SBK e G FILE NO. LOCATION: CO---COVER.dwg SPECIFICATION NO. J 2005-014 SHEET NO. � I 2 3 4 5 67 8 - -- -- __ 9 10 TOTAL NUMBER OF SHTS: 16 _-_.-.„.......... .._____ - I i i 6 +7 E 4 _ 8 9 0 i f 01�t / d „{.. ISt� cn C z Q ................... — WEST MALL Ic op ..,..,.. ».H..._....... ......__.._.. ., �aµ.,, _ ,_.,.w--�`�""' -"'---' ....�-�,�.-,._.�..�,».».».,. -«rW»...._.. ._ ....--._....,, ,W.,,."._...._ ,� �«� ._,......«-_. »»-,-_-_.- _..:..i"'�«�'�Y'f �`"" .�...,..�... .»-_--.,.,. µ .»».�..,__.-..�.,.«... .-..._»-�-- .��" -.w-_..»... ....,,.-_._ �,...-•"'"'�-'_,;.'�"'�.,.-...,.-.w«-'-'".«....��7�`.•......,».,..._..4y''�..w„,....:x+.. ".._....._,.,.,. ,,._M..».« -�_.:'�':._��...�.7 ».,_....,. _ ,....M. r•� ......_. \ tr' i ,M f '"� � L V / i �..,.....-..ff '.y}...,1.._•.,k,...w �_.r_.w,... /,,-...� ,. v.` �..........,,w._ ".f'�f 6.Jn`.'.'" !•»i a. S1 3*d r ,,,�✓/ter �� . '''pt yt t �.. ' %E, IS IRRIGATION CONTROLLERS ELECTRICAL, SAND DOUBLE `� €_,,.�,� _� -D-6-T6cTOR CHECK 1! \ EXISTING BANNER '��� HOLDER TYP 7 { 1•/ EXISTING MEMORIAL BENCH EXISTING BENCH i / C 111 r �f '1 EXISTI G HOLIDAY LIG TING ELECT ICAL BOXES . f t U. WRESTLING)BACCANTS f I STATUE < ��' _ TNG FOUNTAIN c� =. AND SLAB z { w E ISTING SIDEWALK /r --.._ C.0 110 511 , w. EXISTING MEMORIAL BENCH .......... - 0 -. EXISTING SLAB r - r` EXISTING BANNER HOLDER I 0 � O Lwaj a ,. .. \\ ,�,y'"'^-.. �,_ <'•�. `y .tit ti r "�f c') < 0 � k I t ,rte R:3� � 1.51'� i yi({}t{ h,,� ..,_ .............rr.,,..,,,....,..___.,.....,........-......_....,._...,..._._..»..,........,..,..... ..,.._ ,...». -.._».............«...... - ,=a.,«..�-•..;.._.,..,..--�^-.1...--.;.....,_....,.........;_��'.'�„'_. ._... _ ....._..,.,, y'"c x"n'�-" .»_ _..._. _-__.___.... ....,. _ .a.......,M,..e, ,,. -;: �.. ...r.,�.•4 ....�;..x�:,...r- ........."�`�-�,,,,"'.»,.:.":','�".-^'^-rte»....�_«�,�._„`.'-""- i � �`wr t" ,r.n-..-...r.r. .,..o.,,vyv..ow-,.....,.«ra+wae.+wr-...:n'r ,u.,w ,. x+',+u�+-..'�`^�. .ftiCibi)CRN`r ...u...-_.++.bY.:'-+r, m.»«-.ww--.. +�,•".+r'.�'.'.'�� w+�..,.,..+.rv.r._"".•:�.'». -,�w��w+ +f _. .,...... ..-_.._...._...r ...rr.«.,..... ..»w.,__.r+a ... f... .......w._...» ..........._w-.. -,.....yi,:"',rw .n..nw,,,»,.r-_+.-,.+, ,-,.-....RK_... .»,�_,+_,.....,.,,._... +..+..Awr. .........n».w_ .+w......n„-.- ....-.,--rr........,-r.w-• ....n..,.�....e._n 0 U. 0 ..__..,n-... .-......+«- +.+.++rr„un-- y .,.._..w..«.r»«._..... _.....r.,. vr« .«-..,...«_.... �...,.....«._. ._.......r..+-.. .. ..nr..+wrY/x«.. �-'----^r ,...._».. � .,_,..w+,rww,.,.. ....,....,r.,+.-,.� «,�._,.....,,.,_.. ...,w.-....._.,... ...._..nn....wr .wu._...,.»..._ _-r....,,..n,.. ......nn-.--.. -._.,..-»i,.,... ,_.,.r .,.-.. MALL —-­ F 0 ao N OTE-S . W C� Z THE EXISTING "WRESTLING BACCANTS” STATUE IS SCHEDULE TO BE REMOVED ° BY OTHERS. DATE. s F 6/2/2005 DRAWN BY: JAV e CHECKED BY: SBK O 5 p 20 40 60 F1LE NO. LOCATION: SCALE(UNLESS OTHERWISE NOTED): CONST—DWG Cc 1 =20 AT 24"x36"SHEET SIZE G 1'=40'AT 11"x17"SHEET SIZE SPECIFICATION NO. 2005--01 4 SHEET NO° 10 TOTAL NUMBER OF SHTS: 1 s' j . i . r� Ii ,' I I ......,,-- 1 2 3 4 5 6 �7 8 � 10 .ll'fi N ,; tf? ,.} ! i -_<__,_ --- - --i 1 7 - i a 's ! Q N $ (A Z pp O 'A A , �-�* REMOVE EXISTING A `� :.:: vE ., SQ _. ,y ,_. , :,_ . . HANDICAP RAMP ».......� r ..",-....,....� ,.,..•._....._,_....,.-.,._.-.-C....': .._.. ,":�...,._,._...__......,.-„__- _ ...................___-„_.....-,.--.._ .'.7 r, �..} _ :, ,......�._..._................ D 11 - J'4")^� `tea d I.t,l cp '/ `� r r - --- R MOVA F TRAFFIC 11 LOOPS, CONTRACTOR SHALL MAP z i LOCATION FOR NEW INSTALLATION. o � 13 50 14 OQ 14 501. - 't 11+5C? --- 1z 00WEST -50 ----- 13 00 - __ - AWCUT EXISTING , , . ... If..... , - ""'- . 10 ;�, �'--. ,...Il - , I.. I . I + , I,. : I , -. , .. I 11+oo . , , , I I , �l - . '.. .1 ". � : ��/ .. I , 1,..--r" CURB AND GUTTER ;�, �,, . 11 Lo SAWCU T EXI STI f.,--'` ��1NEE N Jo %� N CURB ANDS TER e,l ,. �. y N a / � ,�--. , , . :r _ �-.. :.:-�. .«. N �,._ -Y-__.._-. > . /-- / w _ .,..�.,..- r, ,„ -•� r ------------ �� ;� : r t { \ / e J'/ w Ir 77= 7 J r - I Q .. 11 �� r __ _ _ __ r� _�,�.r• r -- _.____. _ l g6 I 11 . i r O .., .. .. .. .. . .. _ .... tj .. ........... ...... .. 1 . / ,. ...,..... .............. ...... , 1 .F> 7- a'' . ,r.l :.��.-.-- . 1 - : I .,76 R s _---- -� --�-� I. ,''� I .' �-w' PROT �T EXI STf N G H 4/ � I._. "� , � , L - - -�- ,� ��--�^ BASINS DURING CONSTRUCTION _' � M�,r" I 11 -wt j........�! /`_-' w.- .., �`... -_ �: " �.. _ ACTIVITIES (TYP} �_._� ' ROTECT EXISTING STREET SIGNAL -�- �_" r'` �_w _� f . / �1. , N �"` �._ ! Ari ``, t �N DURING CONSTRUCTION ACTIVITIES �_� ..._�;�,-- r` ```1. _M �,,, 'k� 1. ` o ..� .11 1. r i : i' j f i' lK >< ,�_- -._� ___.__._._.�_____ REMOVE EXISTING PUMP �'� !, HOUSING AND ALL REMOVE EXIST NN HOLDERS "�' I '' _„_.,, 2 AC GRIND , MO { G BANNER I r � I, -/ . 11 AND FOUNDATI NS (TYP}. BANNER CENTERLIN . ;` APPURTENANCES. I < �:.-ll , . � -1 �'l ". " '. - *"� .-1, ;1" ". "". .1 �' HOLDERS SHA L BE RETURNED TO '�I--.-----------.,--l"" \ �J' �_ c �l 0 THE CITY CO PQRATION _.._• , . / .: � I ., - . ., . . W.- .I� U. . 0 � � .1 .�I - .1 '.1 ," .� . , , . REMOVE E ALL EXISTING �- --'' ('"� STRU TURES PROTECT '� s EXISTI G VA LTS AND '� �, N z'5?) •� 11` `' t -+ a ELEC . ., - r �l r. 0 . ; I .1 � �"- REMOVE EXISTING CONCRETE SLAB AROUND �`` """" UJI � .. 1. BASE OF FOUNTAIN. CARE SHALL BE 1 () < +� TAKEN DURING REMOVAL OF SLAB. :,. 4 � ,l �,,.,. �} 1. DAMAGE CAUSED TO FOUNTAIN CAUSED BY co f, -�`- -.-. -, - 1� �- SLAB REMOVAL SHALL BE REPAIRED AT co ~} -> p ✓ '`� 01 -- �`� �``--�=- .___ CONTRACTORS EXPENSE. G EXIS NG ST EET LIGHTS TO BE _ �-_- �--'-- '� _ � F z 11 J. REM VED B OTHERS (TYP). ```��- � D - �� -w._�.___W__ __ fid: REMOVE EXISTING CURB D I Fm , CONT ACTQ SHALL COORDINA E -' CON TRU CT ON ACTIVITIES WITH `"- .-----•---------'�---w�-= �- TT R TYP AND GUTTER � � I . . , I . P Gck . I -------/ � I "" I.. �. "'.-� - .. a t1. .1 I E© ; d c ' 1 fi ` © J; ! /`' ,,\`•I'+ '"" l 7) 111/ . 4 ,r v 7 : J l REMOVE EXISTING . I --- w a / �� �� �� REMOVE EXISTING SLABr..--•_.. t +` CL ___.___.-T1. ,` HANDICAP RAMP __ ` �+ `r �� ~by; . - 0 l'� I 11 ) � - . a: . '. �,' . 1. I '� �'..l"� . . �l .. '',,. ,� � ZZ , , ,. I , I . . �, '. o ,.: . . I "I . , , I I � . � I . , I . � I . ,� I , , ! .I11\ t'........ r... _� 6.71: ' AMM , 11 1, .11 I .. ,. " .- .,.� .� " 11 -11 l '� � . I 1, , ,, "" " � ; �1 * , I ,. 1. . . .11, I : '..I / ,,., ,� I �/ 11 : , , � .., 1.�, ., ''I �. . I � , , .1 I . -' , 0 11""" ', . " I . I ! t'� - "..�.., /''!" I I �-, I . I , I .. . I.. , '" �,.- 1.,� . . '. � I , , ... , /l--,,%..-ll .1".�. ,: 'j, I - ,,� , ,.: " �l"I -\-"-, w _we 4< REMO E EXIS ING , ; 4. IND T UR t� LA EALINER �'.. REMOVE EXISTING C -' "�, '\- `. r ......., 1. � " I '� ," 11" { (L EF1 DRIVE AY AP ROAC ` f 11 U ``� AN � GU= E P �� V T R_w_ .�//////////� , / `` --, ^�v ; iN z Q 11 r' ,' A n, t ,� ` 0 11 . {r( 1. , ,'I f ,,`t 1. t)i �- r'' _ _ __ _i.__ ,. f 8 4 ) ",, F- , �- } 1: o 1 , _... r . ._._ � _ _-. -__..._... , __ , I 11 .� ~4 _.. �. _ ` E. I LL , : , r ( `'' t �w.._ � 421...8/�--y.-i�-�--�.-..`_' r ___._.,,.,�,_`.,_ �'' .�..,.-...,,,..,._.j,,-._, „�� •(� t} "'. 0 1 , , ..''. . I, , . �. .1 " I ��\ z 0 m 7 �'sr CENTER w'-RIND\ ., '14r .._.�.. INE. 1 fry _.�- _. i _ �.r c� / f _.. /' r 1 - - = tJ ,l. _._ -� _ . x_ - _ , ! 1. 1. 1. , / : .: : �: I i- .. .: , . _ r .; ,. ,` r r .. .. ? ' l , , .1 d ; , - .. ; .. �, , , ()/ ., : ,' : , , , , : , , _ , : ; 1. I :' .. : - J : i :" . : .. .. , r ! ;' , : �% , „ : .: ,l/ r ' , r' , , : .' : i. ! ; • ., : /: a : n i - I - , I i , :' i ., .. . .. .' s , ! ., .. 11 , , ; , ✓ 1 r .. .. • .. .. 111. . .. , - : .' : J }} 1.� 0 _ _ _ , , _ 'r' . � a 3 50 ---- , d n -, __.__.,_..w_-w .� _� IL ". . I..,�-�:..........�­-----71- 1. I'll I .1 .,I ....---- . Q �t __ __ 00 _ Ne 11 1. 11+50 12 0 _ n..._.__ C , . , _ :,, ,, L ---4 , w z � � u; �" . t= 9 � vt* I w "- p t o� . w w a: I klo% i I .I � a vi --N NOTEZ5 ,.,.,.,., /"ll.. "..,I . I DATE: 1. EXISTING IRRIGATION SYSTEM SHALL BE REMOVED OR ABANDONED IN PLACE DEMO AREA REMOVE ALL EXISTING AC AND CONCRETE STRUCTURES. 6/2/2005 - AS APPROPRIATE. ACTIVITIES. DRAWN BY: " le 2. PROTECT EXISTING TREES DURING ALL CONSTRUCTION 3. CONTRACTOR SHALL CLEAR AND GRUB ALL AREAS OF NEW CONSTRUCTION JAV T OUTSIDE SLOPE LINE. 2 FEE OUTS D S OCHECKED BY: v 4. ALL DEMOLITION AND EXCAVATION WITHIN THE DRIPLINE OF THE EXISTING SBK -9 TREES SHALL BE DONE BY HAND, UNLESS OTHERWISE DIRECTED BY THE �'° FILE NO, LOCATION: � ARBORIST. coNST_awc SPECIFICATION NO. 0 5 10 20 40 so 2005-014 SCALE(UNLESS OTHERWISE NOTED): SHEETNO. I 1'=20'AT 24"x36"SHEET SIZE 1'=40'AT 11"x17"SHEET SIZE www�� ---L ------L- r 1L. L3 5 7 8Ll -- 9 1 O TOTAL NUMBER OF 5HTS: 1 . , i . i I/ ----.------ ---,-----------------,__.__ .,-_.- _,__.._.._----------. -._..._ _m..____,m-H__m.rv._-._..,._M,_,,,n.^� ._--,.,,.-_._,.-, ._--�- ------,----- , - --- - ---- 1 C 1_;s o I ..__ � aS 3: o L� / CON, TRUCT CURB_RAMP __1111,_ww;:,__.._._ _,._1111 w _.__. N CALTRA S MSTp:�C?WG 8 L. r _1111 _. _1111__._ __.._. _1111_._ _ _11__11_._, r" ....,..,�,._... �.._.. �.,. _ _w..__.....,.... _.,,,.:.._.__.. _..._. _._.-..,_....,., _._.. »11.11. u� • »11 11.. , --.,` -. _, 3 ;•..r+ tn ,+..� ,.: .. 1111. :,t.............•+_-,._ S�, 1111.,»....:....«. ,....,...._,,.„ •£"' J"E A fir. } / ��ry „� .,, 111_1__-1111 - ,.,_. ..,�" .,, ................._ � a r-> to P w +. CONS UCT URN PAD (4 h_J X to lo r- O in �W W �W �ua :� W SEE D AIL D ON SHEET C ui N STA 10+00.00 WET MALL ,_z 0 i 00 STA 22+59.9 PALMA "� o STA 22+60.13 ECR � +w (6� +� 00 STA 14+99.23 WEST MALL A �- 10 0 '� 11� 11+50 _ 12 -00 -50 13 00 13 50 14 00 _ th. ` .� L ,`) 'u�°° MATCH EXISTING r'""y cn V) < iV ,N t i(¢t t. T GRADE EXISTING CURB D j EXISTING CUR N I .f ISA BAND N T LL DRINKING FOUNfAi ut , N ;�., Y ., z u� f' GUTTER TO EMAIN f , GUTTER TO REMAIN ,r* - �~- ,,, ,n o o ada« -�''r 35•fj AND DRAINLIN� -� -f c. 'r r ,Cr STI U CURB RAMP o �. T --�', � - / ;C`:LTRANS TD. DWG. 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TOP OF Ti .--w-� ,✓ ,. 1111,. ! ..�.--'._.- ------`- _...- '..f , , `. : ;,. .,: ,. 111:1.., , . � ��.�. .- �,�a,,�: '--..,�, _ �' � �,.�. REM EXIS NG .. : s , 111.1 -..,"'^-'1111. 111.1.---.,..,.,,. ........-....�.» •._-..•-.•^ \ f� .l rY \ 4/ ,. 1111 _.. .. .r."_1111_ ,....,- ....<....... ........�-1111 / . -' ",,,.�-`-- -� 36th :.�.�. ____ R, M ,J;CAi'CH BASINS AND A D �r 4. Q AN :.,. CENTER O 1 �? ' :OL I STA 2 +201.64..►C}63';R , ,. _,, ...._ �_ Mt ,, w. ,. r r.. ,. ELEV $ 2 11.11. . ., _ ,1.111, � `_, _ ,/r G A cn .,_._ _ _,. _ ,- . . 1 _ _.- . . _..: t tv! ,r „. , - _ __� _,_.._ _ __ _ 1111 - - :_ f 14 f RII 'G AS NECESS RY TO .. . ._} _.._ .... _ %' ,K. �._ , ,;f ISA TO GRADE. > r- _ �" CURB FACT = C CONSTRUCT 10 WIDE SIDEWAL 1 .. TM �.._; CU •I�3 FACE BC +�� » i i , .� A ..,j -_ f k,L �„ APPROXIMATE ELEV '859.3 ELE -- 859.18 STi4:-= 22+12,55 12;0 L ` ' u�l t' . ! :.: FILL L1NE CONSTRUCT 10 WIDE SIDEWALK b� TE AET C.w 6 `� , ts� o „�4, �: x NCRE R I_.i w _... :_ " ' r' 7,_3,� CONCRETE AND 2'--9" PAVERS �, �,,-_,., SEE DETAIL Cy :.`J TQC' S8 60 BEA , B QC ,,moo ,. ;j_., w.'c."1111, t SEE D 'FAiL SHEET C--fi ,,,, BACK OF WALK ! '_ LEV 857 83 _ 3 ``- A N ,-- ``_-•_�.._.. -�-' ' DGE OF WALK EDGE OF ALK °' F 2 ►1.89 1 fi 77' L 0 w ` - -- ELEV -- 858.39 ELEV _ 85$.32 " � �` ELEV 858 8 ii M . d 1ti B CK OF ALK _ --�--- �` �` f STA 0 00 CL 'y; r� OF WA ! �°� r ,� `�� STA/2 +91'04 19.97' L .,J t E EV 8 2.9fi / Q ,/ _ C ELEV �-- $5$ 8 ELEV 862.42 ,l CENTERLINE OF ibEW K 0. I j \ EL - 8.00 S / EWALK f '� '` CONSTRUCT 1�4' WIDE SID 4 ` 1 :r*� t C1~ SEE DETAIL G, HT C--6 �_ �, 1 CENTERL t�F DEWALK FOR SCORING PATTER f;` ALK __ 11 �\ -��-- BACK OF W 1111 ELEV 5 _,._ x ELEV 57 0 ____- = $ 7 r : ,• 1 f 1t 1 �a.,: - ,�, _.,. -,-_.., '� 1111.., I - /l , ` r' /, .,, ' . L . ; � f •' �\ :' CONSTRUCT 6' SIDEWALK CONST. CATCH BASIN �. STATUE R MOVED OQNS'fiRUCT 6 SIDEWALK ONSTRUC�T 8 WIDE VALL Y ``� SEE PROFILE ON SHT G4 NTERLINE OF SIDEWALK SEE DETAIL E, SHT. C-6 TFC ELEV = 858.32 ,, `_ BY O�HERS SEE SHEET C�-4. t: , r t TTER D PARKING ARA SEE DETAIL ,,�SHT. C--6 , ELEV -- 858.00 /{ Tj INTEGRATED 6 CURB. SEE DETA L ! SHT C--fi ``'. i `:' CONST�T 24 C GRED CONSTRUCT 24 COLORED PAVER RETAINING CURB . * >s I I ' ' .- CONCRETE BAND. Y "I CONCRETE BAND. TYPICAL OF ALL LANDSCAPE -�° 3'',r �,. c6b SEE DETAIL H, SHT C�-6 Q SEE DETAIL H, SHT. C-6 TO PAVER BOUNDARY. SEE �,* C ../. DETAIL A, SHT. C-�6 ,t , / ^moi" f( COLORED CONCRETE STAR r ; . , ' „. 1 y w 9 , ORIENTED WITH FOUNTAIN AND ' / �a ` INTERIOR SIDEWALKS. SEE DETAIL f ' # l H, SHT. C--fi _,,; STA 2�1�4.53";30. 7 CON TRUCT 2 WIDE ISIDEWALK Fl. EiV` 2+ � 9'-- " CONC ETE - z'--7" PAVERS. _�-`, � SEE DETAIL C, SHT. -6 �_ - �� "� 0 PAVERS TYP _ / I ti - CONSTRUCT PAVERS `�, \ / �`^- _ SEE DETAIL B, SHT ry� ,-4 l/'/ ,l of ! . 1 ._ G fi FOR _ TYPICAL C »_ LAYOUT. f 1 o 0 CENTERLINE OF SIDEWALK ,,,,�* r«11+11 t rf - "`* , �, ,, - ELEV - 858.00 . y err �,.." CENTERLINE OF SIDEWALK -,,.._ L-L r _ _ . •__ ! ELEV - $58.00 -� PAVER BANDSTYP) ` ' I '' "` S E �S, E C--6 I "`�► I N I PAVERS SE T IIS '' 1`� 1 `' ! RUNNING BOND `TM% ` D / 0 : CONS 11RUCT URN PAD / I �-A : • • CONSTRUCT 6' SIDEWALK , AND ILACE U NS }. / �r. `~ -- EE ETAIL E, SHT. C-fi SEE AIL H T fi d DET D, S EE �- .,1111,, ,l I ff/j �l/' ~`�, "� `�1,r�. 111}1 J / - ., - , r- . : - ,' AC OF WALK , fi, /�� a 1111.. -0 ~__ CONSTRUCT SIDEWALK �� �,�._..._ �,. ,'`"� ..__,r.. cr ELEV = 857.69 _. CONSTRUCT URB RA P TYP �,__-, r f,.._., " _^ STA 20+55 2 ,: rn ) SEE PROFILE ON SMT..C4 -,. .-..,t 1 ELEV = 858 00 CENTERLINE OF SIDEWA , s . Dwc $ GAL AN S A 13A EE DETAIL SH 6 I BACK qF ��' MATCH EXISTING 11 _, ,, S E T C """ t ... • ; CAS A ��.. WALK ' x r f APPROXIM ATE 1111 o` 82 : r ... , " I L LINE w _ E K) �`-``--.. FIL t�' l CONSTRUCT 14 DE SID WAL 0 CONSTRUCT CURB R MP T °P ' Q -_. C ) ''. I SEIW DETAIL G, 9HT c-- CALTRANS STD. DWG A88A ''� f� OFt CORIN # 7"TE`RN ''t' YAC 2t�h5 .18 19,92' L CASE A l ;,` .�, LEY - 858.90 cos UCT I �"+ 1.11 1 ! GH T EID 4'RO+w7SWAL(!.'...r _�.r+� �' ... � .. 1111 `i1 ^ Qr `� l J / �. -.,i' , i. ::...; 1111 1111. e,. 1 �`. i k o f � C_ ire f' s a TA 20+ 4.44 3 .12 R j( Y- -- _� � ,. ` �• �.., - - ~-'-� ' rr `. /,S7A 24: 58.33 16.71 L F fi 2 �,.. CONSTRUCT FOUNDATION AND 1 EDGE O SIDEWALK EDGE OF SI WALK ' _ / N INSTALL CITY SUPPLIED STREET ✓ CONSTRUCT 10 WIDE SID WAL C L V -� 85 •95 na ELE!J = 858.46 ELEV = 8 2 E E 8 o r ... . , •'`` ``- c LIGHTS. SEE SHEET �. %' " CRETE 2'- " PAVERS J _ _ ,,,r... u► "' l -�'" ....."_rl SEE3DETAII. C SHEET -�S. '/<' '' o \,' � `�" i' `f tr 8 20 LOCATIONS) COORDINATE ""x `� , j ' 1 / ' ' !, 1111.....: .,,...,... .._ 1 i f I LOkTIQN WITH CITY ENGINEER. o f`. /'o _._ BC CU B FACE BC STA 14+35.35 20 L -- - L. _"-- _ rr - .38 a _ �. . _ 7 E q5z _1111.., .. .. rt E u_ _ 859 r :.;l' • ,','` ,,,, I. _ ---- ,.., _ _ 1111.. . n... _ •... CATCH ASIN r,. . , ., , , ., ,, ;,, ,.. ,_., ... , 11.11, , as .,. 1:111 .?,_;..,- 1.111._.t,,. ..,.,.,.. .,. ,i \ .r 1 � `- -•---1111. .�1.,, „ Cf r�.._- __ BJH•- - - V..� . QQQa '�-� .. ``�>` - 59.1 NSTRUCT 10 WI E SIDEWALK .. ,... .. .. .. ............... . ,.. ^,_, .,_, . . ,_1111 . :,, ' ! 7 3 CONCRE PAV RS # "ir , `r 421 84 TFC EI'E 8 / aQ # , E EQ. DIST. t , _ 2 o ,., "'�+ oaa � �``, x c.. ``__ g -�'12""�`F klx $57.12 c''� as E. �" _ ; C01+ISTRUGT CURB RAMP E �_ N'r:. SE p .. - _ � �( SEE ET r - `� ,.-�' ;' C E'1'CiC C SNE -b'" S STD DWG A '� / ',:' ,., .•�rl•; 1111 .,.. .. -.�......,, 1111.. 11;11,. ,..1111. ... .. .. .. `a �,",,.r! '�+,,,_ s, M AL' N � r A 8 1111. .. 1:111. _1111.. ..k,.. .../ .. +• ... ..... 1111. 1111 1111. 1111 1111 , 1111. .. 1111 .. 1111 1111 i .. ... 1111.. ,. ., .. .., 1111.. .. .. 1111.. .. �""`�. - , r , .., . .... .. 1111.. 1111.... • 1111.. 1111..,.. ., .�,. 1111.. t z ; 1111 1111. .,. .. 1111... _ : , ...y. 1`111 C 1111. i , 1111... _.. 1111 1111 ., 1111 1111_._. 1111. 1111. ... ...� ...1111 �... ... , .' ,, .. , : : , i ; ,,. 1111 e. 1111...,- �. r t , 1111. :. ! .. „ r n : : , i +» ;`�'�- 7 ./. r :. 1111 ., .. .. r .,. ..1 ,. i �) : w..... , ,' .. 1111, .. ....1111 1111 ,. .,.: ,."... 1111 .. .,1111 _...r 1111. .... 1111 .. .. > ... 1111 ... .... • , , : r.. .. ..,. .. .. 1111 1111., ..., .. .. .. !'. i ,. ... I.. ..,.,., .. .. - .. 1. , ) , r .,. .-.. ..:. 1111.. ..... 1111 .. .:': ,. ,. ... 1111. 1111 .., s .. -. ».. ,. : .., _ .. - 1111... .. t ` .. : ., a hh I : : � _� 1111 : Y • 1 * wy, • , , , , , , tY'I -. . , Q > i ' .. , 1111.. .. 1111, .. ,. ,.,._.... _,,. Q , : s ,. .., ..,> ..1111.,. 1111 1111... ......: ....1111,- .._..,.... ..1111., c , t o r ! .. .. r 1111........ 1111 1:111 ._.........:.............._ 1111... � / ,.. r .. .. � .. ...... .... .... 1:111... ...,.1111. 11!11 1111 .. 1111. ' i O ... ..,.1111,. ..._.� � , ..1111.,. 1111. 1111.!, ..:..,... .. .. "1111 ._i,. ... � , z 1111 ,111:1, ......... ...:.......1111...., � 1111..,i_ s , �, .. ._. ... .. ,. ...........i...,1111.,. . : ... , , , :. as , , 1_111.. ., ..✓.". ,.a,.. ,s,.. ",,. QQ x. ,+ ,..'. r',,' t�. 400 Q .,:1111. .. � ,•.,: ..; aoa •: i, i /: ,',> ., r 1+111 1111..._,.. ... ._ :1111. 1111 1111 4.,:.._.. k , 7 1111 ._.. _,_ CONSTRUCT 1 WID A; C i r' 2 SIDEW LK URB ,� ., r r ! i :,-....-:1111,1111,. ... ............ : ,,: '-...--1111,..: ,.r "`�. ,.yam ,: R N R TTE E i . .., r : .. .. ., .. : -. t r •nM1 , -, 1111,., i ' r , , 1111 : ;,,'i`�., ., : ,: i .. .. ,' : 1111 .. .,, , ... ,. ,. t l �!' , ,.. t .,, r .-. 1111�. .. ; � ,r ., f', f I 1. 'rr r i , I .'. .. .: 1111 ,�..x .. F .. ., � ..: ,. .. .. Y... 1111 :' •` ,- : .. .. ,1111 '..:,� ., ., .: r. .. .,, j}jj�"}, ,' : ., ... ., r ,. .. •1111 .. .. .. ,- .r 3 A S 4 ' R „ '., r `:1111 ! 1, , , : r _ '. , ,� ., r ,. .: .. .. �., 1111 ,- ',- .. .. r t 1' f� „. ; r, r ,: ,. 1111 .. :1111 , ./ r : ,.: . 1111 ,, .. .. .. r ,r ..,r.. � :•., .< ST 1'4�- 1 AJ 8 ONSTRUCT SD A O ✓� M NH E : r 1111 �. ... ,. .: :` /. i L .: ,. .. ,. .. ,,. ., 1111 ... ,' .. .. :.: .' ... ,. ...: , , .' ,. ,. :. ,. .. ": 1111 .; .' 'J' �`J i ' i , l a . !. EDT C C5 :_ , . , . ,. , : SE E L H J ✓ , .. ;•., .. .' 1111 �, , ... ,. .. .. ,�. ., �..;. / .. :� .. : ., : : , .. ., .. ,. 1111 ,-; 1111. :. , . . ; . r r :< , . ..' , 1111 , .,, , , . . ,. 1111 , , 1111,. , : 1111 .,. , , y , F :'t r r ,. ;+. 1111 ,, , - :. ., /�..� .' _. / :.;. .., 1111.' ., ,. .. 'C{T'Y�`� �� c. 01 , `^. .. .. : , :: , ," .. , ., '; .. .. 1111 '.J 1 , , ,.,! '1111 , , r , Y, ., 1111 , lr J i : , r ,.' 1111 w , , . r : .. f , ,. : 1111 ,..: ., , ., , 1 // '"' .-1111.,-+,. , , , • 1111 r�. ".. ,., .; ;. ,,, r l , ". ., .. .. 1111 � : ', ,:.. ,: ", ,. ..r J 1111, ,ry r .1111 ! i•< , '�• E.. EE .. .. ., , , :, ,.. F e . ,', , .. , .• .. ,. , 1111 .: ,., , .1 `'✓ »r �.r �' 1 ,, ,. .. .: r. '+. .. .. .. 1111 .i r. .. f : .i , i 1111 . s .. ',. ./ t J A 175 0 / ;:: 1 f /. . 1111 ., , 1111. I r , } .. : ..r , �+' .. ,.. , 1. ,,.. r .. .. .( .., r , , : %5' �. r .:,. 1111' ! f .. .. i - 1111, ...;..r' ;t , „ , , . j 1111 �. :. , ,. �. ,. ,�1.J � is w, ; .i . ,i MA CH XISTIN ,- , . 1 ; . , . G G _. >_ , .. .r 1111 ,. _ r r , ,. : : : 1111 I \ �^�.,�./ � �� I \ ��� w:..+.+e,-,-, .,w..,..._...+.:......,,.,+,:.�_.,,•,ow....rw...,...v..�.... ,..-:1111.-�..w......-......a«..,.:...:' -++.,-a«,..-.:�+........a..r...,�.J«.J.+.+.,.+•...,,:...1111�:.-,.. :`.,r ., _.......�.r*w,..... �J �.,..... ._ .....,....,,«+.,. 7„.....b..�...ua. l..v..,,.��`��+ `..�....< Mtn � m + ro nA n � y c V �3v � � � � U) -;(n stn stn En to 0A STA 10+00.00 EAST MALL �' �- -+ c7 � � � � n �. ny c7a t7p -Iyb -4w STA 10+00.00 PALMA STA 20+00.00 ECR 11 °' � 7'' to o � I 1111 rm- ...a rm- --* rn --* � --► � N m -�* m --'* m .-► m •.-� rrt -�' rr1 -.� ,_.. .,� -► � V I 0 m + m + + rn -} rn r-" r- " r- N r- L4 w r w rrn- w rrn-- rm- .F ar "., 0 A, rn+ t3o rm•' � � o cz3 + c7 Iv qtr < 0 �+ + m + m + rn + + rn + ►� + m + m + + rn _, STA 15+09.52 EAST M ALL F 0) m + 1n .„., rn + Ciao o cn o t� o < " < C." < v < o < " < 0 < v < o < " m p Iv I < � rn o n � t3 11 I II I 11 I II ! II w 0 to o t o 0 cn C] Ul p m + L" � 0 " !I +rn rn N rn rn oD no on I II t II I t! ! i! I II I A I N I II i !! ! < 0) rrn- to . r•- •, N N Cf3 N 033 N W tXt tb OD OD OD CD 00 OD G3 r*1 I �/ 0 OD •P II m� < I • 0 00 pd pta p0 � N �N � t� � N � N � N tatty Cat " C1t � II '� ,�', � .Ne 0 o p p w co w co co t � I 11 �2 Oo v t33 G3 . o 0 � d o � a o � .�• --� 033 U3 N C,a •---.._..,,.._,�„_,.,.. IV I C%t co !1 N r- tc3 r- t33 r- p r- -�r�- A W " N � to OD " -4 Ch .p. " Cb i CJI) r.'3 ---•-- _ „_ _.._ rn N -4 03 I _% 00 t:� to r- c» r- P r- r- cD r-- cn r- ,p, r-- ..'r- (0 r- �� p m N W ,,.�. t - � _mw M-, -1_11_1.. _ _ -- � _ �-_..,,,._._,.�,,..�.,.-_...__ _......_,,_,_.. - - __ _1_111_.,. _ __ --�_� �_ 11.11._,_ -,_._„_„ ._� �.. ,_._ _ ...._...�.._. ___,. �C - . _� �_ rn Q _w _ _�. _ � __ � ��`"/"''"�� � " N " N N F_ V aI 11- L E E N D � ."r- r- W 1- 0 �r INSTALL PAVE S. SEE DETAIL B, SHT. "'�" X c C-6 FOR TYPICAL LAYOUT DETAIL DATE: wi /z�'2oo DRAWN BY: Q«««op«,«««« INSTALL TRUNCATEp DOME PAVERS. COLOR «o««e°aaQ«o°aaa SHALL MATCW OTHER PAVERS, AND BE • r Qua««pQ«�Q°� APPROVED BY CITY ENGINEER. JAV i CHECKED BY: 4 ~, CONSTRUCT COLORED CONCRETE SIDEWALK. . .. '111:1 WIDTH SHOWN ON PLANS. SEE DETAIL C, JAV SHT CM-6. �,� FILE NO. LOCATION: 6 CU�IST_.DWG REPLACE ASPHALT CONCRETE, G ';: 1. EL CAMINO REAL SPECIFICATION N0. 2;5" AC SURFACE couRSE 0 5 10 20 4© 60 2UC�5--Q14 PAVEMENT FABRIC SCALE(UNLESS ?TMERWISE NOTE �� SHEET N0. 2.0" AC BASE COURSE 2. ALL OTHER STREETS , V=20'AT 24"x36"SHEET SIZE > 2" SURFACE AC COURSE V~40'AT 11"x97"SHEET SIZE 1 2 �_�..�__...._.�._.___.,,._ _M __ __..- �� __.___ _ __ �_ __ _. _�_ _ __ _ - 7 _........�....._M_._ �.,,r_.__Mw_.�.,�.�..,.__,._ _--�--�._.�..__,_.w.._._.,..�.._._ _ r ti _ .�.,, . TOTAL NUMBER OF SHTS:I 1 . i ____1_1_11..__ _ _ __..-.__ __ _.,A_._ 1__11.1,_ 1",1- ...�.,.,�____P__�____ T_ .. _^_. ., _.. a �_.,_ ._ _ Will M. 3Will I V1 _ - . - - --- _ «. _ « .. 10 868 868 ' z � o A a M 40 0 Lo 00 00 + r « © w Lo o 864 `�' 864 � PROPOSED CENTERLINE ## w GRADE < w w #) PROPOSED CENTERLINE a tJ Q > GRADE fi h wCL Llj ��. 0' 0 rn 0p — .. 860 a' 860 - OOq � .. ...... ... 0.9367o tNE ... ................ ......... . �' - $56 856 � � B EXISTING GROUND EXISTING GROUND .�. AT CENTERLINE AT CENTERLINE rr 0- o� , v w 852 852 4 to a'•` ? °° C° rhe? °'csj aa rn 0 ,� N N N ,.. 0 co tap tap 00Lo Lo pop Lo 00 Lo 00 w to Lo �006 00 0 0 ap 1``ao tXa co o° 0000 ° 00 ao xa u') nc)to CJ-x-04 1+00 2+00 0+00 1+00 2+flfl INTERIOR SIDEWALK �--� INTERIOR -- �CR �A�T � AL�L� ECR /WEST MALL 0 a: UL W u c l) REMOVE TOP OF EXISTING 01 F_ z CATCH BASIN AND INSTALL C L STANDARD MANHOLE COVER AND GRADE RINGS AS NECESSAR E ti TO BRING LID TO GRADE. N D B0 .� A °0c� o 0 01 0 i ,..... �N./ .. .......... 0 00 aaa µ aao I m CL as REMOVE T OF EXISTING 000 1t �N AND INSTALL '"` �.J CATCH BA ! STANDARD MANHOLE COVER ,t AND GRADE RINGS AS NECESSARY ..,�.. - : TO BRING ID TO GRADE. CORE DRILL EXISTING CATCH BASIN D E a 00 CONST. 12 DPE STORM B DRAIN LINE aoaa 000 A a a D , tf � w IN-ROADWAY L � * 0 SCALE: �".. �_�",.- STA 21+85. 9 19.96'L I 2 � � f CONST. CAT H BASIN 1"'= t0'AT G4*x36"SHEET SIZE � CITY STD. DWG. 502 J 1"=20'AT 11"x17'"SHEET SIZE TFC ELEV -'M 858.32 iii FL OUT (12" .-.� ., F ' t w F z f n - w 3 c CONSTRUCTION NOTES CENT RAL Nt�TES w ., � d w FURNISH AND INSTALL SIGNAL WIRE AS SPECIFIED BY MANUFACTURER. 1. IT SHALL BE THE REPONSIBILITY OF THE CONTRACTOR OR PERMITTEE TO U) DATE: CONTACT "UNDERGROUND SERVICE ALERT U.S.A." TOLL FREE AT � r,.... A E. B FURNISH AND INSTALL IN--PAVEMENT HEADS AS SPECIFIED BY 1--$pp-.227 .25pp AT LEAST 24 HOURS PRIOR TO START OF CONSTRUCTION, �- �? 6/2/2005 MANUFACTURER FOR LOCATION OF POWER, TELEPHONE, COMMUNICATIONS, OIL AND NATURAL i� GAS UNDERGROUND FACILITIES. CONTRACTOR OR PERMITTEE SHALL ALSO `" DRAWN BY: C FURNISH AND INSTALL CONTROLLER UNIT ON EXISTING STREET LIGHT CONTRACT EH APPROPRIATE AGENCY FOR THE LOCATION OF CABLE T.V., STANDARD AS SPECIFIED BY MANUFACTURER. WATER, SEWER, DRAINAGE, OR OTHER UNDERGROUND FACILITIES. Z JA�/ � =. . � ' �� { LL'J FURNISH AND INSTALL BOLLARD ACTIVATION DEVICE AS SPECIFIED BY CHECKED BY: MANUFACTURER AND AS SPECIFIED IN THE SPECIAL PROVISIONS. 2. PLANS MAY NOT SHOW ALL UTILITIES OR ACCURATE LOCATIONS THEREFORE THE ` CONTRACTOR SHALL VERIFY ALL EXISTING UTILITIES FOR DIMENSION, DEPTH, JAV FURNISH AND INSTALL L.E.D. "ENHANCED" PEDESTRIAN CROSSING AS CONFIGURATION, AND OTHER ASPECTS OF COMPATIBILITY WITH THE WORK OF STORM DRAIN DETAIL_ "" WEST MALL.. � PALMA THESE CONSTRUCTION DOCUMENTS. ANY CONDITIONS WHICH INTERFERE WITH FILE NO. LOCATION: SPECIFIED BY MANUFACTURER. THE WORK SHALL IMMEDIATELY BE BROUGHT TO THE ATTENTION OF THE CITY SCALE: ENGINEER AND THE WORK SHALL NOT PROCEED IN AREAS OF CONFLICT UNTIL 1"=10'AT 24"x36*SHEET SIZE CONST-DWG INSTALLATION OF THE IN--ROADWAY LIGHTING SYSTEM SHALL INCLUDE ALL SUCH CONFLICTS HAVE BEEN RESOLVED. 1"=20`AT 11*x17*SHEET SIZE PULL BOXES, CONDUIT, CONDUCTORS, AND EQUIPMENT NECESSARY.FOR A SPECIFICATION NO. COMPLETE FUNCTION SYSTEM. 3, ALL WORK SHOWN HEREON SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE 200 —��4 LOCATION OF SIGNAL WIRE AND IN-PAVEMENT HEADS SHOWN ON THE PLANS MOST RECENT EDITION OF THE CITY OF ATASCADERO ENGINEERING STANDARDS, DOES NOT INDICATE ACTUAL INSTALLATION LOCATION. COMPLETE SYSTEM MUST AND AS CONTAINED IN THE SPECIAL PROVISIONS. SHEET NO. BE INSTALLED ACCORDING TO MANUFACTURES RECOMMENDATIONS, AND UPON 4. THE CONTRACTOR SHALL OBTAIN APPROVAL FOR EXACT EQUIPMENT LOCATIONS APPROVAL OF THE CITY ENGINEER. PRIOR TO FINAL PLACEMENT, 8 TOTAL NUMBER OF SHTS: 1 i E I i I i t%.. N f PLANTING URN r tltl............ I'D �� .. .. ..-.. "1J ',n,,. 1 x,.} .,�•...1 ., +.,7 v�1i�� .. 4w�/ LOCATION BOTANICAL NAME COMMONNAME SIZE z QUANTITY REMOVE EXISTING CROSSWALK FOUNDATION PLANT MYRTUS COMMUNIS MYRTLE 1 GAL. 1 PER URN � A AND INS ALL NEW CROSSWALK. EDGE OF URN LANTANA SELLOWIANA TRAILING LANTANA 1 GAL. 3 PER URN ' r{r SEE SH ET C--6 FOR DETAILS � � CONNECT TO EXISTING SEWER MAIN. f.. ALTERNATE A � CITY CREWS TO PERFORM TAP. c FOUNDATION PLANT BUXUS JAPONICA COORDINATE TAP JAPANESE BOXWOOD 1 CAL. 1 PER URN WITH CITY ENGINEER. i. !f to 1 0 � 12" LIMIT LINE 00 a INSTALL NEW TRAFFi �! o SIGNAL LOOP ��'' {�� i_ cv o t t� TIE DRINKING FOUNTAIN DRAINLINE t SIOU ui INTO FOUNTAIN DRAINLINE INSTALL 4" DRAINLINE. MIN. 2% SLOPE. I in S In Sl 01 #y ril, f 4 { , i.. R:. C ST IN ALL LANE LINE ,., CITY CALTRANS DETAIL 9 I i _ INSTALL OUNTAIN PUMP IN C SUPPLIED ENCLOSURE. FINAL LOCATIC}I .., COORDINATE WITH,,,CITY ENGINEER , ,. ST LL P }N � VC BALL VALVE (TYP1 OF 3 LOCATIONS) LL Adomok FT •l t ` F REPLACE CENTERLINE STRIPE IN SAME ' CONFIGURATION AS t i ORIGINAL INSTALL 2--1/?'' PVC SCH. 40t 1 SUCTION LINE t , 51° f INSTALL 2"PVC SCH» 40 .. DISCHARGE LINE """ ., t I j a _ LLQ I , _._.{ INSTALL NEW ADVANC D 0 TRAFFIC LOOPS. RELOCA SIGNAL LOOP SPLICE D X ii AS NECESSARY. co - 0 v El z a CL Z CD co , ,A Y� y ; 040 as t , .,. ... .. t r" r , , }} + CONNECT'; TQ AXI G INS T LL CROSSWALK 0 N j 2 r LINES SEE HEFT CM-6 FOR ..."I S IP}NG DETAILS � 0 n.: r „ s I Lu 0 0 -- -- _-— - ... D I. O : NTANk ' ' AND AIN DETAIL 0 s SCALE: DATE: 6/2/2005 I�°= MAT AT 24x36"sI-�I�ET SIZE STRIF"ONNG PLANDRAWN 1"�==20'AT 11"x1?"SHEET SIZE 1 Y. JAV CHECKED BY: SSK FILE NO. LOCATION: o 10 20 40 60 CONST—DWG SCALE(UNLESS OTHERWISE NOTED): 9'=20'AT 24"x36"SHEET SIZE SPECIFICATION N0. V=40'AT 11"x'17"SHEET SIZE 2005-014 SHEET NO. 2 W-IF 10 TOTAL NUMBER OF SHTS: 1 ----------------------------___ -_------ . ,,r i' I N PAVERS SET IN VARIES z RUNNING BOND-\\ 6"X 16"CONCRETE CURB AVER BAND WITH%2"EDGE RADIU PAVER BAND CITY STANDARD CONCRETE CURB VARIES - `r AND GUTTER A wSLOPE= 1.0%TYP(2A%MAX.) A _. . VARIES w ONCRETE PAVERS AVER BAND 4"MIN.COLORED CONCRETE WITH 1"BEDDING SAND 1/4"DEEP SCORE MARKS AT y cii i ONCRETE PAVERS 36"O.C.EACH WAY Q V 4"MIN.STRUCTURAL FILL --1"BEDDING SAND n PAVERS SET IN COMBINATION HERRINGBONE PATTERN "MIN.STRUCTURAL FILL 4"MIN.STRUCTURAL FILL (75%ROMAN TYPE 1 • 'Ilk �MVIEER Q 25%ROMAN TYPE II) � � b/ PAVER RETAINING CURB DETAIL PAVER LAYOUT DETAIL SIDEWALK DETAIL �� NTS NTS O � M DETAIL A DETAIL B DETAIL C NTS � � �n } � c� Q U " w ok a r 0- S103 5'-4" 64"DIA. 4' r BUBBLER 48"DIA. 3 i DRAIN LINE DRAIN TO CURB FLOWLINE 12"DIA. URN PAD SHALL 6 C BE LEVEL C l.C,/P� SLOPE 2.0%MAX. M cr 12"DIA. LOp'E _ URN PAD SHALL 4,-15 BE LEVEL �-- N , PAVER BAD 1"BEDDING SAND 4"MIN.CONCRETE 4"MIN.CONCRETE BACKFILL AS COLOR TO MATCH COLOR TO MATCH NECESSARY 4"MIN.STRUCTURAL FILL SIDEWALK SAND FILL AROUND SIDEWALK SUBGRADE MIN. 4"COLORED CONCRETE WATER SUPPLY PLUMBING 90%COMPACTION SIDEWALK NOTE: SCORE MARKS SHALL BE PLACED AT 36" 4"MIN.STRUCTURAL FILL PAVER BAND O.C.EACH DIRECTION. SCORE MARKS SECTION VIEW PLAN VIEW SHALL BE 1/4"WIDE BY 1/4"DEEP. URN DETAILS INTERIOR SIDEWALK DETAIL D DETAIL D NTS DETAIL E NTS D (2)#4 REBAR CONT. (2)#4 REBAR CONT. ,,, W _ -- 14' 24"WIDE BY 6"THICK 24"WIDE BY 6"THICK COLORED CONCRETE BAND COLORED CONCRETE BAND 4"COLORED CONCRETE CONCRETE PAVERS STAR PATTERN SLAB 1"BEDDING SAND 5'O.C.(TYP) 12~ UNE (TYP.) 36"O.C. TYP p , ' h 1, ! , 12'0.D. NOTE: V SCORING SHALL BE 1/4"WIDE BY 1/4"DEEP. SUBGRADE MIN. STRUCTURAL FILL SUBGRADE MIN. STRUCTURAL FILL MAX DISTANCE BETWEEN EXPANSION 90%COMPACTION Orr MIN.UNDER CONCRETE SLAB 90%COMPACTION 4 MIN.UNDER CONCRETE PAVERS 1, 1 ,JOINTS-20" 6 MIN. UNDER CONCRETE BAND 6"MIN.UNDER CONCRETE BAND "--�rr 24"(TYP) N „G,,., L36"O.C.(TYP) CONCRETE SLAB SECTION PAVER SECTION w co UL i (� W STANDARD CROSSWALK STRIPING DETAIL INTERIOR SIDEWALK SCORING PATTERN FOUNTAIN STAR DETAILS z W DETAIL F NTS DETAIL G ' NTS DETAIL H NTS 0 �C 0 z w a2.5" C SURFA E V LLEY GU ER PROPO ED CURB, --� F Y LANE LINE COURSE ST UCTURAL ILL -� 2"SURFACE A PROPOSED CURB, z AND PARKING AREA GUTTER,AND SIDEWALK 864 O (8"COLORE GUTTER AND SIDEWALK 862 COURSE._.....__.._.... F, = w 2.0"AC LEVELING 6"CURB N-- c CONCRETE) NATIVE FILL -- /SLOPE�'2/COURSE � �.... MATERIAL 863 uWa SLO `, 861 w ,. O , w in DATE: -=� PAVEMENT FA RIC AC FILL EXISTING CURB 862 ..,_.,.�..... ---•- w 860 Z T BE REMOVE 6/2/200x5 EXISTING STREET GRADE EXISTING CURB,GU ER,AND w w ( ( EXISTING GRADE SIDEWAL .TO BER MOVED v 8"MIN.STRUCTURAL FILL DRAWN BY: JAV n �- cv M �' CHECKED BY: + * + + + C7 a C) Q O CD G) C, C7 C> Q C*J SBK EL CAMI N O REAL. SECTION EAST MALL SECTION FILE NO. LOCATION: C6--DETAIL SHEET G DETAIL I NTS DETAIL J NTS G SPECIFICATION NO. 2005--014 SHEET NO. 1 � � �- � ..__�_._.._.__�.._____.._...�....._...___._ 7 8 .�. ...,_. 9 ..w..._._._.._._.._ .._....__.�.....�__._._ __ 10 _____...__.... _._._. TOTAL NUMBER OF SHTS: 6 ­- , , I I I \ ��\ " , , I I I " � I I 11 I 111\0 � I - I ', I ; I 11 I . I � I � I � . '�l � I - - I " � . v � I I � � � - I I � � � � , . � . i i , . . I ____ - - � I P61 NT OF CONNECTI ON I 11 ... 11. " . . I . E�A:=TION I VESI&N CRITERIA EX15TINO 2" IRRIC7ATION METER, AND CONNECTION, -1(1) CAL5EN5E ET2000E 24 STATION . . � I .. . I I CITY STATIC INATER, PRE55URE: 1 125 P51 P51 ELEVATION: LANDSCAPE CONTRAOTOR SHALL VERIFY METER IRRISFATION CONTROLLER IN A V, I LOCATION AND 120 P51 MIN, STATIC PRESSURE \/ANr,>AL-PROOF 5TAINLE55 STEEL I T � To COMMENCIN& YiORK. ANY I NAME OF KA�TER SUPPL I ER: ATA5CAVERO MUTUAL YJATER.COHPAMY PRIOR ENCLOSURE. MOUNT A RAIN 5HUT-OFF I I DISCREPANCIES SHALL BE BROU6HT TO THE 4//r///4//,,/ DEVICE, NIRELE55 MINI-CLIK 0i I I I ,,, PRESSURE OMEN BY; ANOREN ON: JUNE 15, 2005 � WE ATTENTION OF ONNER OR ONNER15 , HUNTER) PER CONTROLLER DETAIL. -_ I REPRESENTATIVE PRIOR TO START OF YiORK. - % .... . A/ 7 \10;p A 8 .2 A 9 .8 I ­_ ­\ � 1 6 2 .5 A 3 72 5 40 A/ � � RESPON51BLE FOR A lt N �l -____ I vr \1� / ELECTRICAL PONER PRIOR TO � . ---__-- . "I A/_�4�27.$ A .8 6.15 THE LAN05CAPE CONTRACTOR SHALL BE I CONTRACTOR SHALL VERIFY FINAL �11 - \1 V7/ PHONE NUMBER: A A I CONTROLLER LOCATION AND T vz/ NY` CHANi OR 1011, 1% IRRI&ATION CONTRACTOR SHALL VERIFY THE STATIC KATER PRESSURE NITH 314` T I \Lz / MODIFICATIONS IF THE OYiNER',IS NOT NOTIFIED I E3Ec7jNNIN& YsIORK. &ENERAL .. I . 4 I SUPPLIER PRIOR TO INSTALLATION. IF DIFFERENT FROM ABOVE, NOTIFY C12PCo OF SUCH DISCREPANCIES. IRRI&ATION �l I I W I ATION MAY RESULT IN CONTRACTOR : CONTRACTOR SHALL PROVIDE 120 z OR OHNER. FAILURE To CSIVE SUCH NOTIFIC � EOUIPMENT 15 TO BE LOCATED NORTH OF THE . 0 OY4ER TO TH15 POINT. I I 0 � I 5EIN& , RESPONSIBLE FOR CHAN&E5/16IORK THAT MI&HT OCCUR. I ,CENTRAL-NALKYSIA"r ALON& YiEST MALL. � I VOLT P _.. , -�__ ______ , .i (n � ==j E . .- mi A I I I I rs . wmw� LV* , I "i"" I --aiik e" r n ...,."----"*'.',��::;,�i�l���! I I_--- I I A- I I I "momm"iiim Lw ____ ,_i Lw -I I I --� ele - .:*ie� , .. , - I V I . ­­-.-'- -i . 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EXISTINC7 UTILITIES - INFORMATION ON THE ORMIW75 RELATING TO EXISTING TEE OR ELL WITH (2) 2' HOLES SCHEDULE 80 PVC RISER IRRIGATION-PLAN UTILITY LINES AND SERVICES 15 FROM THE BEST SOURCES AVAILABLE. ALL - 13Y OTHERS SUCH INFORMATION 15 FURNISHED ONLY FOR INFORMATION AND 15 NOT SCHEDULE 40 STREET ELL DRAIN LINE SY OTHERS ..% aGH 80 1/211 PVC, GUARANTEED: THE CONTRACTOR SHALL EXCAVATE TEST PITS AS REQUIRED TO NIPPLE THPmADED DETERMINE EXT LOCATIONS OF EXISTING UTILITIES. BOTH ENDS AC GALL UTILITY LOGATIN6 SERVICE FOR PRE015E UTILITY LOCATIONS BEFORE ELEVATION 12'N1PPL �i BE&INNIN& ANY WORK. UNDER6R4UND SERVICE ALERT (600) 221-2600. NOTE:, MAIN OR LATERAL LINE ' V4ATE1'2 aUF'I~'L.Y 2. UTILITY REQUIREMENTS - THE CONTRACTOR SHALL NOTIFY THE FOLLOWING ALL Pin.AND FITTINGS SHALL BESCH A6ENGIES AT LEAST 46 HOURS IN ADVANCE OF EXGAVATIN6 AROUND ANY OF PVC UNLESS OTHERWISE SPECIFIED. THEIR STRUGTURE5. THE UTILITY COMPANIES LiSTED BELOH SHALL BE USE PVC STREET ELLS W/TEFLON TAPE CONTACTED: FOR ALL PUBLIC PROJECT WORK. V •' � W - GAS COMPANY TEE OR ELL - TELEPHONE.COMPANY - ELECTRICAL PO ER COMPANY PVC STREET ELL (PUBLIC) PVR STREET ELL LL (PRIVATE) G JOINT40 - GABLE TELEVISION COMPANY MARLEX STREET ELL (PRIVATE) MARLEX STREET ELL (PRIVATE) ASSEMBLY ��� - WATER SUPPLY COMPANY 12'NIPPLE DETAIL THIS PAGE THE CALIFORNIA PUBLIC, UTILITIES COMMISSION MANDATES THAT, IN THE PLAN INTEREST OF PUBLIC SAFETY,MAIN LINE GAS VALVES BE MAINTAINED INA SCHEDULE 40 STREET ELL <: 1 THE SCHEDULE 80 PVC RISER MANNER TO BE READILY ACCESSIBLE AND IN GOOD G►PEiZATING CONDITION. } � CONTRACTOR SHALL NOTIFY THE GAS COMPANY'S HEADQUARTERS PLANNING OFFICE T OF CONSTRUCTION. AT LEAST TWO(2) WORKING DAYS PRIOR To THE STAR e� 3. SYSTEM INDICATED ON THE DRAWINGS IS DIA6RAMMATIG. ALL EQUIPMENT SHOWN TRIPLE SW G JOINT POT IRRIGATION D IL IN PAVED AREAS 15 FOR GRAPHIC, DESIGN CLARIFICATION PURPOSES ONLY. EQUIPMENT SHALL BE LOCATED IN 514RSB PLANTED AREAS RATHER THAN TURF WALK,PAVEMENT OR AREAS WHENEVER POSSIBLE. AVOiD ANY CONFLICTS BETWEEN THE SPRINKLER OTHER STF44TURE SYSTEM,PLANTING OR ARCHITECTURAL FEATURES. . AMETEK RECTANGULAR BALL VALVE 4. IRRIGATION CONTRACTOR SHALL FLUSH AND ADJUST ALL SPRINKLER HEADS FOR 6' LOW VOLTAGE WIRES VALVE BOX W/ 'GV' BRANDED �CN� 'T *yi OPTIMUM PERFORMANCE, WATER CONSERVATION AND PREVENTION OF OVERSPRAY OUTER CASE OF CONNECTOR ON TOP 18' MAX. HAR?DSGAR 4 • ONTO WALKS AND ROADWAYS AS MUCH AS POSSIBLE. THIS SHALL INCLUDE .. q FINISH GRADE b" MIN. SELECTING THE BEST DEGREE OF ARG TO FIT THE EXISTING SITE CONDITION •' ' A. 1p < AND TO THROTTLE THE FLOW CONTROL AT EACH VALVE TO OBTAIN THE OPTIMUM IiIIIIIiI����III III III IIIIIIIII IIIIIIII IIIIIIIII i i �'I111111Ii :° OR'ERATIN6 PRESSURE FOR EACH SYSTEM. IIIIIIIII 12'MIN. O ~ 111 IT °•. S. IRRI6ATION GON1 RAGTOR SHALL NOT INSTALL THE SYSTEM A5 INDICATED ON THE (IIIIIIN IIIIIIIII E DRAHIN&5 WHEN IT 15 OBVIOUS THAT OBSTRUCTION,&RATE DIFFERENCES OR " iliiillil (Ilii 3' PVC WH Ord UNION AREA DIMEI�ION DIFFERENCES EXIST. NOTIFY THE OWNER OF ANY 24 MIN UNDER PAVEMENT �1�� IIiiIiIII 18 MIN.OTHERWISE DISCREPANCIES. IN THE EVENT THAT NOTIFICATIN 15 NOT MADE,THE _ le Mali- - Ililliiii PVC MALE ADAPTOR IRRIGATION CONTRACTOR SHALL ASSUME ALL RESPONSIBILITY FOR NECESSARY IIS 1111( IIIIIIIII "°"~PIRESSURE Lim CHAN&ES AND WORK. (LATERIAL PIPE) TWIST WIRES FOR PROPER CONNECTION 6. IT 15 THE RESPONSIBILITY OF THE IRRIGATION CONTRACTOR TO FAMILIARIZE IIIIIIIII CRIMP SLEEVE INSTALLED HIMSELF HiTH ALL 6RADE DIFFEREAIGES,WALL LOCATIONS,ETC.,THAT WILL IIIIIIII WITH RECOMMENDED TOOL EFFECT HIS WORK. ALSO,COORDINATE ALL WORK WITH THE 46ENERALXX IPE AND WIRE SLEEVES THROUGH 11111101,111111 CONNECTOR INSERT CONTRACTOR AND OTHERS FOR LOGATIN6 P DIRECT BURIAL PRESSURE LINE PEA GRAVEL W t IIIIIIIII IIIIIIIII (MAIN OR LATERAL) p2X4 RHD.RLUGK ! WALLS,STRICTURES,UNDER ROAD PAVING,ETC.. LOW VOLTAGE IIIIIIIII NOTE. NiPPLe?W THREADED `7. INSTALL ALL HEADS USING TRIPLE-SHIN&JOINTS PER DETAILS AND USE POP-IJP CONTROL WiRES f FiLL OUTER CASE WITH SEALER MOR TO FiNAL ASSEMBLY USE NOTE: HEADS Al-EREVER PEDESTRIAN TRAFFIC COULD OCCUR. INSTALL ALL MAINLINE IIIIIIIII RANSIRD 'SNAP TiTE'. OR APPROVED EQUAL LOCATE VALVE.BOXES WITHIN 6'OF HARDSCAPE EDGE/$IDEWALK WHERE EASILY UNDER PAVING 36" DEEP IN SLEEVES TWICE THE SIZE OF THE PIPE BEING ACCESSIBLE; N$NRUB/GROLNDGDYER PLAN'tI' AREA WHERE POSSIBLE. SLEEVED. INSTALL ALL EQUIPMENT PER LOCAL CODES. 0 6. THE IRRIGATION DESIGN IS BASED ON A MINIMUM OPERATIN& PIE.UR.E OF XX PSI AND MAXIMUM DEMAND OF XX GPM AT THE POINT OF CONNECTION. TRENCHINGWIRE CONNECTION BALL VALVE L9= 1. A 120 VOLT ELECTRICAL POWER OUTLET AT EACH AUTOMATIC, CONTROLLER uj LOCATION SHALL BE PROVIDED BY THE GENERAL CONTRACTOR IT SHALL BE THE STAINLESS STEEL . RESPONSIBILITY OF THE IRRIGATION CONTRACTOR TO COORDINATE NECESSARY ENCLOSURE PER POP-UP SHRUB HEAD AMETEX ROUND VALVE BOX HARDSCAPE POHER SOURCES AND TO MAKE THE FINAL HOOK-UP FROM THE ELECTRICAL IRRIGATION LEGEND PANEL BOARD TOP OF HEAD SET W/LID OUTLET TO THE AUTOMATIC CONTROLLER(5), INCLUDING PROPER&ROUNDIN6 A5 � RAIN SHUT-OFF DEVICE FI FINISH SURFACE � 16 MAX. FINISH GRADE QUICK COUPLING VALVE �,"MIN, REQUIRED AGcoRDING TO MANUFACTURER'S RECOMMENDATIONS. (POSSIBLE LOCATION) W/ RUBBER CAP 10. PRIOR TO BID,CONTRACTOR SHALL VERIFY EXISTiN& 5TATI06 AT ADJACENT AUTOMATIC IRRIG. WALK OR CURB CONTROL UNIT (r' WORK AREA AND DETERMINE VALVES CONTROLLING HEADS INDICATED FOR CONTROL WIRER SHALL BE- ATTACHED TO HOUSING FINISH TIED INSIDE HOUSING w ° % ° ° CONNECTION TO EXI5TIN6 SYSTEM, CONTRACTOR SHALL VERIFY VALVE SiZE AND AND WILD TO TERMINAL EXISTING GPM FLOW PRIOR TO ADD INC NEW HEADS. ALSO,SPAGIN& AND STRIP- NUMBER WIRES J-BOX F6- 1" IN LAWN - 1•-1/2' IN SHRUB AREA 211 COVERASE SHALL BE VERIFIED AND NECE55ARY PROVISION IN 810 MADE FOR a W/POWER ON-OFF SWITCH FOR CONTROLLER AND _ MARLEX STREET ELL IIIIIIII�IIIII II () ( Q 1/2 DIA.x 4 CADMIUM-LONG •-- REQUiRED ADJUSTMENTS AND MODIFICATIONS To ACHIEVE PROPER COVERAGE. PLATED 'J' ANCHOR 15OLTS - oloSINGLE GFCI RECEPTACLE �_.� SGH40 ELL IIIIIIIII 2X4 MO.BLOCK$ 11. ALL POP-UP TYPE SPRINKLER HEADS INSTALLED IN SHRUB OR&ROUND COVER 4 PLACES11 1 :( _.. 6' %H 60 PVC,NIPPLE w AREAS SHALL BE INSTALLED 5o THAT THE TOP OF THE SPRINKLER HEAD 15 I� FINISH GRADE ,► CONC.FOOtiNG �� �" BOTH ERJ3"aS STAINLESS PEA GRAVEL ABOVE FINISH tSRADE. - x 2� 2� (30"43'x6" THICK) STEEL SCREW (I I '� CLAMPS PVC 90 STREET ELL8 12. ALL POP-UP TYPE SPRINKLER HEADS INSTALLEDIN LAHN AREAS SHALL BE WV FMR ON-0W Tit -I ��' MARLEX STREET ELL I INSTALLED 50 THAT THE TOP OF THE SPRINKLER HEAD 15 FLUSH Y41TH ADJACENT �FRECEr� 1 I i I I " III. I I -:: ;�-- SGH 8rd NIPPLE w SIDEWALK OR CURB. --- EE 111= PVC LATERAL LINE PVC W STREET ELL 13. IN OPEN SEEDED LAHN AREAS, SET TOP OF POP-UP TYPE SPRINKLER HEADS 3" ELEC.SWEEP ELL a t CONDUIT TO$OUNCE SCH 80 NIPPLE ABOVE FINISH GRADE UNTIL LAWN la ESTABLISHED. LOWERING OF ALL LAHN 2 DIA,SWEEP ELBOW PER CODE Pk"'E$SIIIRE MAINLINE FITTING HEADS BY THE IRRIGATION CONTRACTOR 50 THAT THE TOP OF THE SPRINKLER Nd RE-BAR SLAKE HEAD iS 1/211 ABOVE FINISH 6RADE SHALL BE ACCOMPLISHED WITHIN TEN (10) (24' LONG) MAINLINE DAYS AFTER NOTIFICATiDN BY THE OHNER'S Ai1THORiZE17 REPRESENTATIVE. COMMON AND CONTRL WIRE BUNDLE +a VERIFY FINAL LOCATION OF RAIN SHUT OFF NOTE: z 14. ALL SPRINKLER HEADS SHALL BE SET PERPENDICULAR TO FINISH GRADE OF THE TAPE WIRE$W/ELECTRICAL TAKE N DEVICE. POSSIBLE LOCATIONS INCLUDE ON BLD( USE TRIPLE SWING JOINT; NOTE.ELL W (n �®'�Ci .BuIEEP EAVE, WALL, LI(HT POST, ETC,. TO BE INSTALLED IN SEE DETAIL THIS SHEET. LOCATE VALVE BOXES WITHIN&' OF HARDSCAPE EDGE/$IDEWALK WHERE EASILY AREA To BE IRRIGATED UNLESS OTHERHI5E DESIGNATED ON THE PLANS. t coNauit to�ouRcE LOCATION OPEN TO WEATHER NOT UNDER TREES, ACCESSIBLE, IN SHRUBKfo NDCOVER PLANTING AREA WHERE POSSIBLE. J 15, EXISTiN& TREES - WHERE IT 19 NECESSARY TO EXCAVATE ADJACENT TO PER COPE ETC. EXISTING ALL POSSIBLE GARS TO AVOID TREES;THE GoNTRACTOR SHALL USE PEDESTAL—MOUNT VENDAL RESISTANT CONTROLLER POP—UP SPRAY HEAD QUICK COUPLER VALVE INJURY TO TREES AND TREE W015. EXCAVATION iN AREAS WHERE TWO (2) INCH AND LARGER ROOTS OCCUR SHAL BE DONE BY HAND, ALL ROOTS TWO (2) INCHES AND LARGER IN DIAMETER,EXCEPT DIRECTLY IN THE PATH OF PIPE OR TWO (2) CONDUCTOR, PLASTIC SHIELDED GABLE (AEF WALK OR CONVECT WIRES PER WIRE Z z ..�JMBO 14 XIS"XI AMETEK RECTANGULAR VAL I CONNECTION DETAIL 0 CONDUIT,SHALL BE TUNNELED U1V1:�R AND SHALL BE HEAVILY WRAPPED WITH 8516-25P) CONNECTION CURB BOX W/RECLAIMED WATER WARNNG SIGN `�✓ BURLAP To PREVENT 50ARRIN& OR EXCESSIVE DRYIN6. WHERE A TRENCHING VALVE BOX W/ (2)_6:� TO TRANSMITTER FLUSH IN TURF, ER THAT TWD 2 INCHES EXTENSIONS AND 2" IN SHRUB AREAS 2'MIN. AND VALVE NOON PURPLE LOGGING Lip REMOTE CONTROL VALVE MACHINE 15 RUN OL05E TO TREES HAVING ROOTS SMALL ( ) LOCKING COVER V MAX. IN DIAMETER THE HALL OF THE TRENCH ADJACENT TO THE TREE SHALL BE HAND a"MIN. I8' MAX. FINSIH cSRAC>E WARP TRIMMED,MAKING CLEAN CUTS �. ROoT5 ONE (1) INCH AND LARGER IN FINISH GRADE EXPANSION CURLS +6' MIN. ""' (5 DIAMETER SHALL BE PAINTED WITH TWO COATS OF TREE SEAL,OR EQUAL. •* ' I=1N13N ~ t5 w t5 a: TRENCHES ADJACENT TO TREE SHOULD BE CLOSED WITHIN TWENTY FOUR(24) BLK — GRADE a• ,,- � w HOURS;AND WHERE THIS IS NOT POSSIBLE,THE SIDE OF THE TRENCH ADJACENT EXTENSION III i i(I(� III IiI T TREE SHALL BE KEPT SHADED WITH BURLAP OR CANVAS. WATERPT O.5 JUMBO BOX POP-UP ROTOR O THE CONNECTORS DATE: PVC SCH 40 UNiON �I PVC $CW 40 UNiON 06/16/2005 FLOW SENSOR RE LACK PIPE SIZE EQUAL TO SCH W PVC NIPPLE FLOW SENSOR SIZE MARLEX STREET ELL TOSPRINKLERS PVC ELL DRAWN BY: ANGLETO TOo JM 6' LONG SCH WPVC NIPPLE SPECIFIED DEPTH PVC NIPPLE FLOW ---►- ?BEADED BOTH ENDS W/45 ELL$ CHECKED BY: PVC 90 ELL 1 CU.FT.PEA GRAVEL MARLEX STREET ELLiM -- �.-- 2'x4' RWD.15LOCK FILE NO. LOCATION: OR COMMON BLOCK K04079i.dwg IOX PiPE DIA. 5X PIPE DIA. SIZE OR DIRECTION SIZE OR DIRECTION- SPECIFICATION N0. PVC MAINLINE 6" DEEP 1/4" CHANCE AT DISTANCE ON WiRES CONTROL WIRE FITTINGS XXXXX CHANCE AT P15TANOE PEA GRAVEL EQUAL TO 5X PIPE NOTE: EQUAL TO IOX PIPE SUMP DIAMETER FROM FLOWLOCATE VALVE BOXES WITHIN b'OF HARDSCAPE EDGE/SIDEWALK WHERE EASILY AGGE8SI15LE,IN SHEET NO. DIAMETER FORM SENSOR (IF REQUIRED) PVC LATERAL LINE FITTING g yAROLNDCOVER PLANTING AREA WHERE 110086I15LE. SENSOR FLOW METER ROTOR SPRAY HEAD REMOTE CONTROL VALVE ""*' 2 TOTAL NUMBER OF SHTS: 4 .. .... .,,. Y.. . .. ...... w.."✓. Al .. .. ...t j .._.. ,,.� w.:. . ........» ..............---------- .,.,,,., n,..,..,.....-._.......»...,.... ...-.r_ _,..._.-...,..- mm»_.-.--�_—..., ..—,.._...m.. ., m -,«,-,........».»...,_.,_..,..... ...,.,.,.�-,.,P:M n.m...m..,,,. -.,...m....�_�.....-- .. rv.� .. . ..w-_*---- -.-»>nm. ..,.».-n.-sem»,*-,.-n.-- ---•-„.,�«..-, m.v.. -n..m .. .... .,,M. -, «»,--.-.”`--•.,..«.-.-.......«.... „a s�i .... varvoxaw.z -«--.a....amwswwm,.. +w,..>�,.n•,..,.nv„�,--s....+x`^y^a..gn.-.+.....»...-.. ......«.,.,,.,,..+n..-e.w-..e,A....a^n.«...--._........,^.....=.,.asset-+r.^:,'»a*"<....vn.,a�,.v...n��.vsAsv,�xmn.R++,,,...-.-w.__ . � .. ^^ n..,,.., a ......,,..»s..,.. . i GENERAL CONDITIONS I I ATI N SPECiFICATION A. CONTRACT DOCUMENTS: Shall consist of speciflcations and its general conditions and the drawings. The intent 1. SCOPE OF WORK: IV. INSTALLATION: F. IRR16ATION HEAD ADJUSTMENTS: of these documents is to include all labor, materials, and services necessary for the proper execution of the The Contractor shall provide all labor, tools, machinery, and A. EXCAVATION: work. The documents are to be considered as one. processes necessary to Install a complete irrigation system The Irrigation Contractor shall flush and adjust all irrigation Z Motever is called for by any parts shall be as binding as shown on the drawings and/or specified herin. When 'I. The Contractor shall verify locations of all heads for optimum performance and to prevent oversproy onto 0 as if called for in ail parts. completed the irrigation system shall be a 100% coverage existing subsurface utilities (mechanical and walks and buildings as much as possible. This shall include system in total functioning manner. electrical) prior to excavation. Any utilities, A.C. selecting the best degree of are, to fit existing site situations. paving, concrete work, plant material, etc., destroyed or This also includes using the appropriate radius reduction 8. VERIFICATION: The Contractor shall verify measurements drawin s before beginning work. In case of error damaged by any work under this contract shall be equipment. on theg g g 11. GENERAL PROUIREMENT5: repaired or replaced at the Contractors expense. or discrepancy in the drawings or specifications or in the work of others affecting his work, he shall notify 6. GL05{NG OF UNINSPECTED WORK: A a d 2• Trenches for pipe shall be cut to required grade line >< ......_. the Owners Representative Immediately. The Contractor A. VERIFICATION OF DIMENSIONS: II sc le dimensions are >->< p y at a true gradient to provide uniform support for the :F, :' shall be held responsible for any damages or loss due to approximated. Before proceeding with any work, the The Contractor shall not allow or cause a of his work to be his failure to observe these instructions. Contractor shall careful) check and Serif all dimensions. length of the pipe. any y y covered or enclosed until it has been inspected, tested and S acln of Irrigation heads l ocot ions of valves and bockf low p g g � approved by the authorized Owners Representative. Should a G. MATERIALS, MACHINERY, EMPLOYEES: Except as otherwise preventers, and .proposed P.O.G. shall be as indicated on the 3. Depth of tenches shall be sufficient to provide a any of his work be enclosed or covered before such noted, the Contractor shall provide and pay for all drawings. Any deviation from the plans must have the minimum cover above the top of the pipe as noted on inspection and test, he shall uncover the work at his own materials, labor, tools, and other items necessary and approval of the Droners Representative. the drawings. expense and after it has been inspected, tested, and approved, incidental to the completion of his work. B. VERIFICATION OF 1=1NI5H GRADE: The Contractor shall Inspect f he shall make all repairs with like materials necessary t0 p restore all his work and that of other Contractors to its %I T the site and check all finish grades within the work area B. JOINING PIPE: original condition. c�� *dry D. SURVEYS, PERMITS, REGULATIONS: The Owner shall furnish to ensure the proper soil converoge (as specified) of the g an adequate survey of the property. The Contractor irrigation system pipes. I. The Contractor is responsible to be familiar with the shall obtain andy p pa for all ermits and comply with .all laws and ordinances bearing on the operation or conduct methods of assembling,joining, and Installing the various H. BACKFILLING: °° of the work as drawn and specified. if the Contractor Co. WATER SUPPLY: The Contractor shall verify and be types of pipes to be used. He will adhere in strict p accordance with the manufacturer's recommended a� 5 observes that a variance exists therewith he shall familiar with the source of water supply to the irrigation 1. Backfill shall not be placed until the installed irrigation $1 a 4116 promptly notify the Owner's Representative in writing system as indicated on the drawings. procedures. system has been inspected and approved by the Owner's and any necessary changes shall be adjusted as provided Representative. in the contract for changes in the work. D. PERMITS AND FEES: The Contractor shall apply and pp y pay 2. t'o/G pipe shall not be threaded and all transition from PVC 2. Trenches shall be backfilled with a minimum of 4" of for all necessary permits required in the pursuit of his to metal piping shall be by PVC male threaded adaptor fine, granular materials to protect the pipe from the E. PROTECTION OF WORK, PROPERTY AND PER.WN. The work as required by the governing codes, fittings. clods or rocks. The remainin excavated dirt can be Contractor shall adequate�,ly protect the work, adjacent g property, and the public., and shall be responsible for Contractor used as backfill. The Contractor shall not lace P E. CARE OF EXISTING 5UILDIN65 AND STEPS: The ontract r detrimental subsoil or rocks in the top 6" of backfill. any damages or Injury due to his actions. shall be held responsible for the care and preservation C. BACKFLOW PREVENTER: The bockf low prevention device of all existing buildings and structures on the property specified herein shall be verified with local plumbing and 3. if settlement occurs and adjustments in pipe, valves, F. GHANC�ES IN THE YORK: The Owner may order changes in and adjacent premises and contiguous property. Any part health codes. in the event of any conflict on the device irr(gation heads, car any other irrigation device becomes the work, and the contract sum being adjusted accordingly. of these properties Injured, damaged or disturbed or the installation methods, the Owner's Representative necessary to bring the system to proper working order, All such orders and adjustments plus claims by the because of his work shall be repaired, replaced or cleared shall be notified PRIOR TO BID OPENING. the Contractor shall, as a part of his work under this 0 Contractor for extras must be made in writing before by the Contractor at his expense. contract, make ail the necessary adjustments without executing the work involved. extra cost to the Owner. D. TESTS: LU 6. CORRECTION OF WORK: The Contractor shall re-execute F. REVIEW OF DRAWINGS: It is the Contractor's responsibility 00 any work that fails to conform to the requirements of to revlew Irrigation drawings and note any areas he 1. All main lines and lateral lines which have glued joints 1. AUTOMATIC CONTROLLER AND VALVES: 0Cl believes additional heads or valves are required prior . the contract and shall remedy defects du® to faulty to submitting a bid. If no changes are submitted, the under paving in the system shall be capped and I. A 120,volt electrical power outlet to the controller materials or workmanshi upon written notice from the "assure tested at 15D P51. p p Contractor is responsible for full coverage of equipment p shall be provided by others. (Provided the Landscape Owners Representative for a period of ninety (10) days as necessary at the Contractor's expense. Contractor has not Included the electrical connection v from the date of completion of the contract. 12. Pressure shall be sustained in the lines for not less than in his scope of work). The Irrigation Contractor shall be 6. 60VERNIN6 RE6ULATiON: All local, municipal and state two (2) hours. if leaks develop, the "joints shall be responsible for making the hookup from the outlet to H. LANDSCAPE COORDINATOR STATUS: The Landscape laws, rules and regulations governing or relating to ! replaced and the test repeated until the entire system the controller. Coordinator acts as the authorized representative of the any portion of this work and hereby incorporated into is watertight. Owner in conjunction with the project manager, and has and made part of these specifications, and their + 2. All authority to accept or reject materials or workmanship wire from the controller to electric control valves rovisions shall be carried out the Irrigation Contractor. and to make minor changes in the work not Involving extra p � g 3. Test shall be observed and approved by the Owner's shall be solid copper U.1=. #14-600 volt direct burial. cost. He will also interpret the meaning of the contract Representative prior to backfill. Use white for common, blue for lawn systems, black for documents and may stop the work if necessary to ensure H. DIA6RAMMATIC DESIGN: The design is diagrammatic. All shrub systems and red for moisture sensors; common its proper execution. pipe, valves, etc., shown within paved areas are for 4. When the irrigation system has been completed (and control wire. Install in common trench with main line design clarifications only and shall be installed In pipe where possible. Tape control wire at iD O.C. to g y before planting has begun), the Contractor, in the CLARIFICATION OF DRAWINGS BEFORE BIDDING: After planted areas where possible. Never install the backflow presence of the Owner's Representative, shall test the main line pipe. Provide minimum iS" coverage. reviewing the drawings thoroughly it is the Contractor's preventers in lawn area; always in shrub areas. coverage of water afforded to the lawn and planting areas 1, responsibility to clarify with the Owner's Representative as complete and adequate. The Contractor shall furnish 3. Wire connections shall be made with 'Scotch-Lok" wire Z any questions the Contractor may have reguording the 1, INSTALLATION: All irrigation materials shall be all materials and perform all work required to correct connnector sealing packs #35'16 or Spears "Dri-sputa" w method of construction,.quantities, or quality of materials installed in accordance with the techniques and any inadequacies of coverage. with sealant 05 300 or approved equal. included or called out. If the Contractor cannot contact the speclficotions set forth by each respective manufacturer. Owner's Representative, the Contractor must qualify his bid AIi pertinent descriptive literature issued by these manufacturers ! 5. The Contractor shall Inf orm the Owner's Representative Z or accept the interpretation of the Owner's Representative specifications after bavin been approved p 4. There shall be a control wire from each control valve become o part of these pe g pp of any deviations from the plan required by wind, running to the controller, and each control valve.shall (� 0 on the questionable areas as they develop during construction. the authorized Owner's Representative. Such installation soils or site conditions that affect resent ` ' - �al p plantings, p be connected to the common ground wire. �--- practices shall be followed only if the directions of the Irrigation coverage. Z I.I. SAMPLES: The Owner's Representative reserves the right to irrigation drawings and specifications do not thoroughly and take and analyze samples of materials for conformity to completely order the methods or techniques to be followed. 5. All electrical work shall comply with the opplicolbe codes.spec, at an time. The Contractor shall furnish install all equipment and materials as shown per details. E. IRRIGATION HEAD INSTALLATION: u-» p y ' � samples upon request by the Owners Representative. Refected 6. Install all valves per details, and manufacturer's � Z materials shall be immedlately removed from the site and 1. Shrub and ground cover spray heads adjacent to curbs recommendations p W W replaced at the Contractor's expense. The cost of testing J. 51TE PROBLEMS: The Irrigation Contractor shall not = Q, p p willfully install the Irrigation system as indicated on or walks shall be installed I away from the curb or d materials not meeting epee icativns shall be paid by the the drawings when it is obvious in the field that there walk and the heads shall be pop-up models as DXTE: Contractor. are unkown obstructions, grade differences, and/or indicated on the drawings. MOISTURE SENSOR INSTALLATION (if applicable): 06,/16/2005 discrepancies in the area dimensions until such conditions DRAWN 8Y: K. PRE-CONSTRUCTION CONFERENCE: Schedule a pro-construction are brought to the attention of the Owner's Representative. 2. Shrub spray heads adjacent to building, fences, or 1. installations and wiring are to be done by the Contractor JM meeting with the Owner's Representative at least seven (1) similiar structures shall be installed I" away from the in compliance with installation and operating instructions days before beginning work. The purpose of this conference enclosed wlth the moisture sensor and included with CHECKED BY: y g g p p structure and the nozzle shall be 6 minimum above finish is to revlewy questions the Contractor may have regarding 9 I11. MATERIALS: gardin grade. Shrub spray heads not near paving or structures these special instructions. JM the work, administrative procedures during construction and shall be set 5" above finish grade. FILE No. LOCATION: project work schedule. Irrigation materials and equipment shall be of type, size and location as noted and indicated on the drawings. Unless 2. The Contractor shall furnish 2-AWG-UF #14 (or larger) 040�9s.dwg permission to change is granted from the Owners Representative; 3. All irrigation heads are to have triple swing joints as wires from the controller to the moisture sensor control SPECIFICATION NO. materials are to be new and in perfect condition. No deviations detolled, stations, locations shown on drawings. Provide additional xxxxx from the speciflcations shall be allowed. The decision of the 10' expansion lead to each station for finally locating of SHEET No. Owner's Representative shall be final in determination of the sensors. All sensors are to be wired)n parallel (see wire quality of materials. 4. Install all irrigation heads per details, color note above). L 3 ._ TOTAL NUMBER OF SHTS: 4 .._.... . _.___ ._. M _.. ......_.__.._m.R .. w._.__ _. _._ _-_-_-__,.___. _..__ _.m_ a P . �_ .. �..�. ..� _m_m.�n�,��.�.�..__._____�.._m�...�.��.._._,__.__�..m____.m .,�� .�.,.P...�_,__._,_ � ��,,,_� .M_..�..,,,���... s.pwA.,�,�...�,_ .,...��.o.,�.,�R.,,�._ .._,� �_r�..n��a�aa� v�� �..4 �, _ ���.w s��, ,Y�, .-..-r,,.e.w-�......*.,,..,.,... •*v 'ti: "e. ,.... ,.. .. ....:. .*...,.-<_�.,._.__,_ ..,.,..,....,.a..,.-.».,.,-r_,._.,_..,_...-,...«,rv,..* ,m.;*a-,.,+..r,.,....,e•. -we..., *..a....m.--.-._ _-..-..,-...,, .,....,.,...,.»,.,--.,-P,-.'....,,.. m.»,.-....,w.,.w.. , i 3, Ametek 6" extension boxes No. 10-1'70-003 covered by 4. When the chart is completed and aprroved by the owner's B. TOP SOiL: Excess topsoil shall be removed from the site. Ametek green cover No. IVC-10-115-004, or approved Representative, it shall be hermetically sealed and placed equal, shall be installed as detailed. in the controller box. C. NEATNESS: Leave the sidewalks and street in a neat and Vl, GLEAN-UP: clean condition at the and of each working day, 4. All wiring connections at valve locations shall be water- proof. D, REMOVAL OF TA65: Remove all tags, labels, nursery stakes A. SCOPE AND FREOUENCY: After installation operations have been completed, remove all trash, excess soil and and.ties from all plants unless otherwise directed, and only ' 5. One service unit will be urchosed to properly prepare and rubbish fromproperty. All scars, ruts, or other marks at the end of all Installations. �' p p p '� p p service the moisture sensor. The service unit along with all in the area caused by this work shall be repaired and printed operating instructions are to furnished to the the ground left in a, neat and orderly condition X111. PROTECTION: Owner by the Contractor at final inspection. throughout the site. The Contractor shall plck up all trash resulting from his work no less than each friday ad before leaving the site, once a week and/or the last A. GENERAL: At all times during construction, adequate protection b. Moisture Sensor operating and service instuction.and g workin da of each week. All trash shall be removed shall be provided for all areas against damage of any kind, nue is to be laced in the controller. g y until!final orate tante the Owner's Representative. operations manual p � p p p completely from the site. e and placement Information to augment - . Speciald depth p g B. RESPONSIBILITY: the Contractor shall be held�resopnsible for - Mositure Sensor Installation and Operation Instruction, \A1. WARANT�.E: p 8 � Is to be provided the eeified Manufacturer. the care and preservation of all existing buildings and structures on the property and ad jaGent premises. Any part A. SCOPE: The entire Irrigation system shall be guaranteed of them Injured, damaged of disturbed because of his work $. Installation must be Inspected and accepted by the by the Contractor as to materials and workmanship, shall be repaired, replaced or cleaned by the Contractor at Maufoaturer's Respresentotive. Including settling of backfill areas below grade for a his expense. period of one (1) year following the date of final acceptance of the work. If, within one (1) year from X1111, FINAL CONSTRUCTION AND FINAL MAINTENANCE INSPECTION; V. DRAWINGS OF RECORD (AS-BUlLTS): date of completion, settling occurs, and adjustments in o U pipes, valves, and irrigation heads, sod, Irrigation devices, r to brie the system, sod or A. FINAL CONSTRUCTION INSPECTION: A. GENERAL: or paving is necessa y g y , paving to the proper level of the permanent grades, the Contractor, as part of the work under this contract, shall i ut extra cost to the Owner YVhen all landscape improvements have been installed in The Contractor shall provide and keep u to date, In make oil adjustments w tho , p p p i the complete restoration of all damaged accordance with the plans and specifications, the ..� accordance with this section, a complete set of record Including p g Contractor shall notify the Owner's representative and "as-built" black line prints whleh shall be corrected planting, paving or other improvements of any kind. i and show eve Chan a from the original drawin sand request a "Final construction" inspection. If the Owner`s daily n every g g g Representative determines the work to be substantially R. specifications and the exact "as-built" locations, sizes, depths and B. RESPONSIBILITY: Should any difficulties in Connection with the complete and in conformance with plans and specifications, kinds of equipment, Prints for this purpose may be obtained operation of the Irrigation system occur within the specified from the Owner. This set of drawings shall be kept on the the Contractor will be advised that the basic ninety (10) guarantee period--which is in the opinion of the Owner's da maintenance period is started. site and shall be used only as a record set. These drawings Representative due to inferior material and/or workmonshi y p ::. shall also serve as work progress sheets and the Contractor p p --said difficulties shall be immediately corrected by � shall make neat and legible notations thereon dally, as thethe Contractor to the satisfaction of the Owner's 1. in order to be substantially complete, at least the work proceeds, showing the work as actually installed. These representative at no additional cost to the Owner, following must have been finished. drawings shall be available at the times for Inspection and Including any and all other.damage caused by such shall be kept in a location designated by the Owner's 0 p defects. w Res resentative. a. All fine grading, including elimination of lo y4 points that hold runoff. b. A complete and operable Irrigation system. B. REOUli''' V NOTATIONS: C. INSTRUCTIONS.. After the Irrigation system has been c. Installation of all plant materials. f / lJ completed and the cSeeding made, the Contractor d• $ g of all seeded areas. I shall Instruct the Owner, or his representative, in the . The Contractor shall dimension from two (2) permanent points of reference, building corners, sidewalks, or road operation and maintenance of the system. , Minor pick-up Items may be completed during the Intersections, etc., the location of the following Items: basic maintenance period. These items will be I M. INCA: Pruningshall be done only as directed the Owner°s ; determined as Minor solely by the Owner°s y � a. gate valves Representative, and shall comply with ANSI A500 Standard Practices Representative. for Trees, Shrubs and Other ooPlant Maintenance. In no b. The routing of the Irrigation main Imes Wd y g Instance shall topping, flush pruning cuts or other damaging � c. Connection to the existing water lines B. FAILURE TO PA55 INSPECTION: If the work fails to pass d. Irrigation control valves actions be acceptable, any final cuts for removal of a lateral final inspection, any subsequent Inspections must be g branch shall be made a lose to the trunk or parent limb, but without rescheduled as per above, and will be charged to the e, Ovlck Coupling valves cutting Into the branch bark ridge, collar, or leaving a stub, f, Gontroller/Rain--check locations Contractor at the prevailing hourly rate of the Owner`s Representative. g. Master valve or Pump N. PLANTING BEDS: Planting beds shall be edged and cultivated to the line separating areas as shown. Beds shall be brought 2, The drawing shall show approved subsitutlons of sizes, to a smooth even surface conforming to established grades materials, and manufacturers name and catalog number. after full settlement has occurred. Z c DELIVERY OF ORA!^OINC75 OP RECORD: XIII, REPLACEMENTS; On or before the date of final Inspection, the Contractor shall a: deliver the corrected and complete field os-builts to the Owner's Representative. Deliver of these drawings will not relieve the A. GENERAL: The Contractor shall immediately replace any and Con ractor of the responsibility of furnishing required information all materials which for any reason die or are damaged while 0 that may be omitted from the prints, Once the owners under the Contractor's care. Repl=emonts shall be made representative has reviewed the field As-builts and contractor with plant of like kind and size in the some manner as obtain m lar �� �� has made the required Corrections, contractor to b #� y specified for the original planting (see guarantee X\111-•D �✓ copies of the Irrigation plans and prepare final As built for definition of death and replacement). drawings in a neat and professional manner. Submit to Owner's p � representative for approval prior to preparation of ControllerZo p pp p � Charts. F=XV, CLEAN-UP: � D t�i CL D. CONTOLLER CHARTS: A. GENERAL: After all installation operations have been completed, DATE: 1. As-built drawings shall be received and approved by all trash, excess soil, empty plant containers and rubbish All s rs ruts or other 06'�1 6'/20Q5 the Owners Respresentative prior to preparing controller shall be removed from the property. Ca , Charts. marks in the area caused by this work shall be repaired and PDMW`NBY: the ground left in a neat and orderly condition thoroughout JM 2. Provide one controller chart for each controller su lied. the site. Contractor shall pick up all trash resulting from thispp KED JM work no less than each Friday before leaving the site, once a week and/or the last working day each week. All trash shalt FILE Na. LOCATION: 3. The chart shall be a reduced drawing of the actual be removed completely from the site, 04U79s,dwg os-built system, using a different color to Indicate the SPECiF'iCATif}N Na. area of coverage for each station. xxxxx SHEET Na. TOTAL NUMBER OF SHTS: 4 I i 3 4 5 6 7 $ 9 10 6 .1REFERENCE NOTES LEGENDGENERAL NOTES NOTE. INTERPRET IN CONTEXT 2 'MSB', 400A, 120/24OV, 10, 3W, NEMA 3R 1. (1)5" PG&E SECONDARY SERVICE. LIGHT FIXTURES POWER/COMM. CONDUIT/WIRE �" �" -" �"T"" "' -" -' �" I" " `-" �' - -► " - `� "� 1. CODE COMPLIANCE: ALL WORK SHALL CONFORM TO AND BE PERFORMED IN ACCORDANCE WITH CODES, I "MSB". O CEILING SURFACEMOUNT C SINGLE RECEPT. NEW STANDARDS, AND ORDINANCES AS SET FORTH BY THE AUTHORITIES HAVING JURISDICTION AND THEIR MAIN SWITCHBOARD, MSB . (400AMP, 120/240V, 1 _ LATEST ADOPTED EDITIONS (IN EFFECT AT TIME OF BUILDING PERMIT APPLICATION) OF THE FOLLOWING A I ( I I I 2. WALL SURFACEMOUNT DUPLEX RECEPT, --- UNDERGROUND A 0, 3W, NEMA 3R). PUBLICATIONS: I I I ,.� ,� I ,.� ,.� I PENDANT MOUNT DUPLEX- HALF SWITCHED NEW POWER HOMERUN "M ". (SEE PANEL RECESSED DOWNLiGHT DOUBLE DUPLEX 3. PANELBOARD INTEGRAL WITH SB (3 HOTS & NEUT SHOWN) A. CALIFORNIA CODE OF REGULATIONS TITLE 24; INCLUDES r ISOLATED GROUND NATIONAL ELECTRICAL CODE, UNIFORM FIRE CODE, I I I ( ® RECESSED WALLWASH SPECIAL CONFIGURATION SCHEDULE). UNIFORM BUILDING CODE, ETC. WITH CALIFORNIA AND I FLOORMOUNr 208V 1 RECEPT E— EXISTING TO REMAIN OTHER LOCAL AMENDMENTS AS APPLICABLE. 400A r� r, �, .-� ® RECESSED FLUOR. 12P ( ;-. r; ( r; I C°� SURFACE FLUOR. C� DUPLEX- FLOOR OUTLET (E) POWER HOMERUN B. AMERICANS WITH DISABILITIES ACT {ADA). FLUOR. STRIP UON O GROUND FAULT CIRCUIT INTERRUPT WIRE LINE-- CONTINUES I I ori ....� 2. SAFETY: THE ELECTRICAL CONTRACTOR IS RESPONSIBLE T4 MAINTAIN ALL EQUIPMENT IN A SAFE AND cin TRACK LIGHT O JUNCTION BOX ' CONDUIT STUB (W/MARKER) RESPONSIBLE MANNER. KEEP DEAD FRONT EQUIPMENT IN PLACE WHILE EQUIPMENT IS ENERGIZED. "HR1" I "Hp2" ( DIRECTIONAL FLOOD ® TELEPHONE OUTLET "�° VERTICAL CONDUIT RUN CONDUCT ALL CONSTRUCTION OPERATIONS IN A SAFE MANNER FOR EMPLOYEES AS WELL AS OTHER a: WORKPERSONS OR ANYONE VISITING THE JOB SITE. PROVIDE BARRIERS, FLAGS, TAPE, ETC. AS I- -- --- -- I - --- -- --i- --- -- �--- -- - `�- " -" �" `� EMERGENCY FIXTURE 7 DATA OUTLET -�- CONDUIT SEAL REQUIRED FOR SAFETY. THE CONTRACTOR SHALL HOLD ALL PARTIES HARMLESS OF NEGLIGENT POLE LIGHT 7 PHONE/DATA COMBO OUTLET -Q- FLEXIBLE CONNECTION SAFETY PRACTICES WHICH MAY CAUSE INJURY TO OTHERS ON OR NEAR THE JOB SITE. _ �------ 3 -- •--�' *� 1 SINGLE LINE DIAGRAM POLE LIGHT- DECORATIVE � TELEVISION OUTLET LOW VOLTAGE3. FIRE RATED ASSEMBLIES SHALL MAINTAIN RATINGS AS SPECIFIED IN THE CALIFORNIA BUILDING CODE' �NOTES SURFACEMOUNT RACEWAY � �6• C) 00 CHAPTER 7. CONTRACTOR SHALL PROVIDE AND INSTALL PHYSICAL ENCLOSURE AROUND FIXTURES, '� rn E-1 � UPLIGHT- FLUSH iN GRADE n� SAFETY DISCONNECT � � .- ..,` I O BOLLARD I "moi INDICATES LINE CONTINUES PANELS, ETC. AS REQUIRED. ALL ASSEMBLIES TO BE PENETRATED SHALL BE INSTALLED WITH %e �,8 1 . IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO CONTACT ;, Q DROP CORD RECEPT APPLICABLE THROUGH-PENETRATION FIRESTOP SYSTEM AS DETERMINED BY UL CLASSIFICATION. ..� AND COORDINATE WITH THE SERVING UTILITY TO ENSURE ALL ff-•i'd TANDEM-WIRED LAMPS OC ABOVE-CLGMOUNT J-BOX - CORD W/PLUG BEFORE CONSTRUCTION, VERIFY AND COMPLY WITH REQUIREMENTS OF LOCAL AUTHORITY HAVING V) SERVING UTILITY REQUIREMENTS ARE MET. UNDERCABINET LIG4 Q TV OUTLET-FLOORMOUNr JURISDICTION. �j� �, 0 WALL SURFACEMOLJNT LINEAR TYPE O TELEPHONE FLOOR OUTLET 4. LABEL PANELS, CABINETS, BACKBOARDS MAIN DEVICES SAFETY SWITCHES CONTACTORS AND OTHER 2. SERVICE ENTRANCE EQUIPMENT SHALL BE IN ACCORDANCE PENDANT LINEAR FLUOR. CD DATA FLOOR OUTLET SPECIFICALLY DESIGNATED EQUIPMENT SHOWN ON PLANS. USE ENGRAVED LAMINATED PLASTIC WITH THE SERVING ELECTRIC UTILITY COMPANY'S RECESSED WALLMOUNT O DATA COMBO FLOOR OUTLET PHONE/DATA FIRE ALARM NAMEPLATES ATTACHED BY SCREWS OR RIVETS. FOR FEEDERS, NEATLY AND INDELIBLY LABEL CONDUIT REQUIREMENTS. DESTINATIONS ON BOTH VISIBLE ENDS OF CONDUIT RUNS WHERE CONDUITS TERMINATE AT DESIGNATED 8 WALLPACK I F81HORN- AUDIBLE DEVICE ENCLOSURES, STRUCTURES OR EQUIPMENT (INCLUDING PULL AND SPLICE BOXES). 3. FOR SERIES RATED EQUIPMENT; IN ADDITION TO ALL FACTORY �0 EXIT LIGHT- WALL'i FZ VISUAL- VISUAL DEVICE 5. EQUIPMENT ANCHORAGE: BRACE OR ANCHOR ALL ELECTRICAL EQUIPMENT TO RESIST A HORIZONTAL APPLIED, CODE REQUIRED MARKING AND SPECIFIED LABELING i EXIT LIGHT- CEILING CZ AUDIBLE/VISUAL FORCE ACTING IN ANY DIRECTION. USE THE FOLLOWING CRITERIA FOR DETERMINING: OF THE ELECTRICAL PANELBOARD AND THEIR COMPONENTS, (ARROW INDICATES DIRECTION) MISCELLANEOUS M FLOW SWITCH ADDITIONAL MARKING AND LABELING IDENTIFYING THE SERIES A= LETTER ADJACENT INDICATES ® TAMPER SWITCH A. FIXED EQUIPMENT ON GRADE 30% OF OPERATING RATED SYSTEM SHALL BE PROVIDED AS FOLLOWS; .� FIXTURE TYPE j MOTOR MANUAL PULL STATION B FIXED ON STRUCTURE 45% a THERMOSTAT OF OPERATING WEIGHT. NCY POWER A. THE SERIES COMBINATION INTERRUPTING RATING, AS CIRCUIT BREAKER sD SMOKE DETECTOR C. EM OPERATING WEIGHTQUIPMENT ON GRADE 40% OF � SD D DUCT SMOKE DETECTOR D. EMERGENCY POWER EQUIPMENT ON STRUCTURE 60% OF OPERATING WEIGHT. " 1 INDICATED ABOVE, SHALL BE MARKED ON THE EQUIPMENT —w--•• FUSIBLE SWITCH ! BY THE MANUFACTURER AS REQUIRED BY NEC 0 HEAT DETECTOR 240-83(C). SWITCHES , Z GROUND Q BELL EXCEPTIONS: FOR FLEXIBLY MOUNTED EQUIPMENT, USE 4X THE ABOVE VALUES; FOR SIMULTANEOUS c� PHASE VERTICAL FORCE, USE 1/3X HORIZONTAL FORCE. SEE STRUCTURAL PLANS FOR ANCHORAGE DETAILS B. WHEN USED, THE CONTRACTOR SHALL USE A "SERIES $ SPST (3 CLOCK END OF LINE RESISTOR AND WHERE ANCHORAGE DETAILS ARE NOT SHOWN ON THE DRAWINGS, THE FIELD INSTALLATION SHALL RATED SYSTEM" LABEL INDICATING SERIES RATING $2 DPST C CHIME BE SUBJECT TO THE APPROVAL OF THE STRUCTURAL ENGINEER AND THE FIELD REPRESENTATIVE OF ENCLOSURE GROUNDPUSHBUTTON THE AUTHORITY HAVING JURISDICTION. SHOULD SAID APPROVAL BE WITHHELD ELECTRICAL WARNINGS, COMPLYING WITH NEC 1 10--22 AND SHALL BE $3 3-WAY - DH MAGNETIC DOOR HOLDER FLUSHMOUNT PANEL CONTRACTOR SHALL, AT NO EXTRA COST TO THE OWNER, MODIFY AND JUSTIFY INSTALLATION AS 0 FURNISHED BY MANUFACTURER. THE LABEL SHALL BE $4 4--WAY REQUIRED TO GAIN APPROVAL. PERMANENTLY AFFIXED TO THE INTERIOR OF PANELBOARD'S $D DIMMER SURFACEMOUNT PANELLIL TRIM WHERE IT CAN BE READILY SEEN BY SERVICE TIMER SWITCH FLUSHMOUNT CABINET SOUND w PE/ONECCOPPER GROUND PERSONNEL. THE COMPLETED LABEL SHALL READ: $T W/THERMAL OVERLOAD � SURFACEMOUNT CABINET TABLE 250-66 $ W PILOT LIGHT �-� DAMPER MOTOR US SPEAKER- CLG FLUSHMOUNT LL CAUTION! P W/PILOT HUMIDISTAT SPEAKER- WALLMOUNT 0 SERIES COMBINATION SYSTEM RATED SYSTEM [XX,XXX]A. $K KEY OPERATED ® MAGNETIC CONTACTOR ® MICROPHONE INPUT IDENTIFIED REPLACEMENT COMPONENT REQUIRED. $1 DUAL LEVEL SWITCHING I I Q ga COMBINATION STARTER a AUXILIARY INPUT (COLD WATER BOND) ANY ADDITIONS OR REPLACEMENTS SHALL BE WITH IDENTICAL (a) SWITCHLEG DESIGNATION HS HEADSET OUTLET M' "LIFER" ( METAL WATER PIPE" SUPPLEMENTAL COMPONENTS. oS OCCUPANCY SENSOR CONCRETE—ENCASED I 3/4" MINIMUM REQUIREMENTS FAILURE TO DO SO COULD RESULT IN ELECTRICAL EXPLOSION VOLUME CONTROL 5/8" ELECTRODEVO SPEAKER- CLG FLUSHMOUNT PER NEC 250-50(c) I PER NEC 250-50(a) I AND FIRE. VANDAL—RESISTANT It,, SUPPLEMENTAL ELECTRODE I WHERE AVAILABLE SERIES RATINGS SHALL NOT BE USED WHERE MOTORS ARE ® CLOCK/SPEAKER WALLMOUNT "METAL BUILDING FRAME" I PER NEC 250-50(2) I CONNECTED ON THE LOAD SIDE OF THE HIGHER—RATED SEMI-FLUSH PER NEC 250.50(b) ( I OVERCURRENT DEVICE AND ON THE LINE SIDE OF THE "GROUND ROD" I LOWER—RATED OVERCURRENT DEVICE WHEN THE SUM OF THE p D 5/8" ELECTRODE MOTOR FULL—LOAD CURRENTS EXCEEDS 1 PERCENT OF THE PER NEC 250-52(°) INTERRUPTING RATING OF THE LOWER—RATED CIRCUIT BREAKER PER NEC 240•-86(B). ABBREVIATIONS "METAL UNDERGR�DUND�WATER PIPE" SMUT—OFF VALVE--- A AMPERE FACP FIRE ALARM CONTROL PANEL OCP OVERCURRENT PROTECTION M PER MINIMUM ,. AB AMP BREAKER FAT FIRE ALARM TERMINAL OD OUTSIDE DIAMETER PER NEC 250-104(a) ••. ; . "METAL GAS PIPE"*.',* ABAND ABANDONED FAU FORCED AIR UNIT OH OVERHEAD PER NEC 250-104(b) 4. ALL CONDUCTORS SHALL BE COPPER WITH TYPE [THHN/THWN] ABV ABOVE FBO FURNISHED BY OTHERS OSA OFFICE of the STATE ARCHITECT INSULATION UNLESS OTHERWISE NOTED. AC ALTERNATING CURRENT FC-# FAN COIL OSHPD OFFICE of STATEWIDE HEALTH AC-# AIR CONDITIONER FLA FULL LOAD AMPS PLANNING & DEVELOPMENT a ADJ ADJACENT FLR FLOOR OVLD OVERLOAD AF AMP FUSE, AMP FRAME FLUOR FLUORESCENT P POLE (43 C3 R 0 U N D B Cjh' N D [m) E T A I L 5. ALL SWITCHES, CIRCUIT BREAKERS AND OTHER EQUIPMENT, AS AFF ABOVE FINISH FLOOR FS FUSIBLE SWITCH PA PUBLIC ADDRESS •••. 4<SPECIFIED, SHALL HAVE TERMINATION PROVISIONS LISTED AND AFG ABOVE FINISH GRADE FVNR FULL VOLTAGE NON--REVERSING PB PULLBOX ! � IDENTIFIED FOR USE WITH 75 DEG. CONDUCTORS, AND ALL AIC AMPERES INTERRUPTING CAPACITY G GROUNDING CONDUCTOR PC PULL CHAIN FEED EIR CONDUCTORS AND CONDUITS ARE SIZE BASED ON Al ALUMINUM ; GC GENERAL CONTRACTOR PC PHOTOCELL w CCS 0 AS AMP SWITCH RAVING GD GARBAGE DISPOSAL PC PLUMBING CONTRACTOR USE OF 75 DEG. C COPPER WIRES TYPE SHWN/THHN. ATS AUTOMATIC TIME I SWITCH GFCI GND FAULT CIRCUIT INTERRUPTER ph PHASE W ATS AUTOMATIC TRANSFER SWITCH GFI GND FAULT CIRCUIT INTERRUPTER PNL PANEL 0 W z 6. DESIGN SHOWN IS BASED ON SQUARE D PRODUCT. AV AUDIBLE/AUDIO VISUAL GND GROUND POC POINT OF CONNECTION AWG AMERICAN WIRE ;GAGE GRS GALVANIZED RIGID STEEL -PP- POWER PRIMARY „ ENGINEER-APPROVED EQUAL ALTERNATE PRODUCT WILL BE BFG BELOW FINISH GRADE GWS GANG WITH SWITCH -PS- POWER SECONDARY 0•• j � ARE ACCEPTABLE. BLDG BUILDINGPULSE LEVEL HACR HEATINGBASIC ,HIGH ((AC & REFRIG RR))ECEPT RECEPTACRELOCATEL INTE Cly �✓ j 7. ALL EQUIPMENT SHALL HAVE AN APPROVED TESTING Uj C CONDUIT HID HIGH ENSITY DISCHARGE REFS REFRIGERATOR z c -C- CATV CONDUIT HO HIGH OUTPUT REQ'D REQUIRED LABORATORY LABEL ATTACHED [UL, CSA, ETC.] (CEC 110-2). CAB'T CABINET HOA HAND-OFF-AUTO RLA RATED LOAD AMPS w CAN CABLE TELEVISION hp HORSEPOWER RM ROOM C) I""""' CB CIRCUIT BREAKER, CODE BLUE MPF HIGH POWER FACTOR RMC RIGID METAL CONDUIT ac CBC CA. BUILDING CODE HPS HIGH PRESSURE SODIUM RMV REMOVE CEC CA. ELECTRICAL ;CODE IC INTERCOM RPLC REPLACE t U. CA. ENERGY COMMISSION ID IDENTIFICATION RS RAPID START 0rte (� CF COMPACT FLUORESCENT IF INSIDE FROST Sc SIGNAL CABINET 0 CFC CALIFORNIA FIRE; CODE IG ISOLATED GROUND SCC SHORT CKT CURRENT CLG CEILING iJ-BOX JUNCTION BOX SFM STATE FIRE MARSHAL z w CL CENTER LINE K QUANTITY 1000 SHT SHEET w CKT CIRCUIT kVA KILOVOLTAMPS SL SLIMLINE, SWITCH LEG -- 0 CNT'R CONTRACTOR kW KILOWATT SPEC SPECIFICATION w C.O. CONDUIT ONLY 6W/PULLROPE) LC LIGHTING CONTACTOR SPST SINGLE POLE SINGLE THROW ;r'?"COND CONDUIT, CONDCTOR LIPS LOW PRESSURE SODIUM SQ SQUARE CR CRITICAL BRANCH LRA LOCKED ROTOR AMPS STR'G STORAGE N CSFM CALIFORNIA SFM i LS LIFE SAFETY BRANCH SURF SURFACE W INGLE LINE DIA Gag` RAM CT CURRENT TRANSFORMER LT LIGHT SVC SERVICE Cu COPPER LTG LIGHTING SW SWITCH CU--# CONDENSING UNIT LV LOW VOLTAGE T TRANSFORMER, TERMINAL FDEPTH I MC MECHANICAL CONTRACTOR -T- TELEPHONE CONDUIT Q DC DIRECT CURRENT MCA MINIMUM CKT AMPS TBR TO BE REMOVED DF DRINKING FOUNTAIN MCB MAIN CIRCUIT BREAKER TC TIME CLOCK i;.i DIA DIAMETER MCTB MAIN CATV TERMINAL BOARD TEL TELEPHONE Ld.. DISC DISCONNECT MCTC MAIN CAN TERMINAL CABINET TELCO TELEPHONE COMPANY DIST DISTRIBUTION MECH MECHANICAL TS TIME SWITCH - DPST DOUBLE POLE SINGLE THROW MFR MANUFACTURER TSO TIME SWITCH OVERRIDE w DW DISHWASHER MFS MAIN FUSIBLE SWITCH TSP TWISTED SHIELDED PAIR w EM EMERGENCY 1 MH METAL HALIDE TTB TELEPHONE TERMINAL BOARD a. N (E) EXISTING MLO MAIN LUGS ONLY TTC TELEPHONE TERMINAL CABINET DATE: EA EACH MOCP MAXIMUM OCP TX TRANSFORMER EB ELECTRONIC BALLAST MSB MAIN SWITCHBOARD TYP TYPICAL 06/07/2005 EC ELECTRICAL CONTRACTOR MT MOUNT TYP SIM TYPICAL SIMILAR EC--# EVAPORATIVE COOLER MT HT MOUNTING HEIGHT UC UNDERCABINET, UNDERCOUNTER EF- EXHAUST FAN MTS MANUAL TRANSFER SWITCH UG UNDERGROUND DRAWN BY: EL EVENING LIGHT MTTB MAIN TELEPHONE TERMINAL BOARD UGPS UNDERGROUND PULL SECTION CJ ELEC ELECTRICAL MTTC MAIN TELEPHONE TERMINAL CABINET UL UNDERWRITERS LABORATORIES EM EMERG BATTERY BACKUP MW MICROWAVE UON UNLESS OTHERWISE NOTED CHECKED BY: EMB EMERGENCY BALLAST N NEUTRAL (GROUNDED CONDUCTOR) USA UG SVC ALERT 800-642-2444 EMERG EMERGENCY (N) NEW V VOLT JD EOL END OF LINE N3R NEMA 3R VA VOLT AMPERES FILE N0. LOCATION: EQUIP'T EQUIPMENT NC NORMALLY CLOSED VAC VOLT ALTERNATING CURRENT ES ENERGY SAVING ' NEC NATIONAL ELECTRICAL CODE VHO VERY HIGH OUTPUTIMM I G �EINEXR� �E TO (N) (R,ATION NEMA NOT LELEC IN CONTRACT VR ASSOC VRLT VANDAL RESISTANT SPECIFICATION N0. EXT EXTERIOR NL NIGHT LIGHT W WIDTH, WATT, WIRE E' 0 1 NEER t A O FLUORESCENT NO NORMALLY OPEN WH-# WATER HEATER THOMA ELECTRIC, INC. (F) FUTURE NPF NORMAL POWER FACTOR WP WEATHERPROOF (NEMA 3R) F--# FURNACE NTS NOT TO SCALE XFMR TRANSFORMER P.O, SHEET NO. FA FIRE ALARM OC ON CENTER +48 INDICATES MOUNTING HEIGHT AFF Box 1167 - 3562 Empieo St. San Luis Obispo, CA 93406 Phone: (805) 543-3850 Fax: (805) 543-3829 ,i cod0thomaelec.com 1 3 4 5 6 7 8 9 10 TOTAL NUMBER OF SHTS: 5 K:\DWGS\04-8202\O4-82O2E1.dwq - Helen Alun 10, 2005 9:02om i 5 7 8 9 10 WEST M ALL I (TYPICAL.) _ 5 9 El • -r------- ---I-------s .r..}�YY--- L..-.-.J-w ---A�.Yr------ -----Ar.w„�.�.,Jrrw w-�-`rFo ---------wr Y .r.r��r�.rw £may;" _ �.. • YYYwwi ---.�..wr L1�� TTTT ]jj., -Y a I � Jx :... r^ r► _ GFI / WP � � c/i INN . k ,.. ''MSB" HP1-3,15,17,1 , 1 ,,,�,',''�'"^ i ... ...-_--- G i 3 �,.:� �° �,, ,�.> GFI -wY-.{�,Y ---..� �� � ` � {t , GFI , WP i GFI yGA� 1 2 2 , h GFI 29 ..�-w---- -Y -wr____-..wY31 WP YY_YYYrYYY_ ,�w wY-Y Y YY �e 33 f 3C _ P � HPI-18,20,2 ,24, '. "J�/� - WP d 'rf ' F fj�L I �...� y � HP2--1,3,5, GF J \ b/ © cN.� `a HP2--1,11,1 , 4 _ i /� .Me... '' 4 ��` 26,2,30,32 1 M � �A` ``�.N ,�{ 2 HP2-2931, WP ice!".__". � t WP WPjrf�f t� F- 33,35:37 ( 1 11►1 I e 1 -_ _ HP 1-�-2,4, 8 s , r 11 HP2--13,15,17,19 4 10,12,14,1 *"�., HP2-39,40/42Uj 17,21 Q` THP1-70%35,37,39,41, L- :Y HP1"-41,36,38,40,42Uj e WP a ....,, 3 O t 15 t n..,� ,.� �. °` G , rte' -- ....y rte' .....,. W D f'r t r� 7 Uj 9 , % ! / ` Q 1 TYPICAL t 1, i GFI 5 GFI ` 19 16 WP 'Ole 00 do .... GFI GFI 1 7 7 9/ GFI P ' . WP1 /I y WP .m..._ I 67 0 ..Y - Zr GFI e � GFI r I WP !9 7 7/1 9� WP GFI ' . I GFI 7 GFI o,,,,, e WP -® WP e I I e � co j j Nw HP1-7,9,11 HP1--5,23 G � I .,..�r. ''..�..• ., ..., �`• 25,27,29 e r. HP2 2k­­­,,' 2 t 17 r ' 26, 8,30, 2 .. ' 0 GFI ..:' � O .�-..,., TYPICAL f,q ® j IWP .r 10,12,14:16,4,2HP2--21,23,25,27 ,^ � ,,� }1t}�, ) I9 p y ^� ----- -----� �- 1 -- I w I . / 25,29 I � � e\ GFI � F (�i - � 4GFI 1 e 1 11,1 1 ;� yC WP 21 WP 27 8 e ;` ,,k � ...,. I •-w• * '" E__ �• WP r� i r1"'v WP : e ( �r,„" •w 1 GFI --------- -Y-- Y�16� • ••.~t♦...�Y WP r '• i ;s ' GFICL 'r WP 11.10 i _..._lam - ........_..- � // • -•MY--YYw- ---Y-------Y--- • ---YYYYY-YY µ ----------- _• -A�-MAr--w-----w -Y-f 'w -Mww-� • �M,YYI- YVA-Y--------- . -------IAM--wwA Y�----,, • --rMMYY- ----YY-wM.+,Y-YYYY • 9 TMfff CL 191 z CD co (TYPICAL) <EAST MALL J U. 0 OREFERENCE NOTES GENERAL I °TE PLAN NOTES (70 z C� 1 . MAIN SWITCHBOARD, "MSB" TO REPLACE EXISTING 6. EXISTING PUMPS TO BE RELOCATED. SEE NOTE 4 11 . INGRADE UPLIGHT BY ELECTRICAL. INSTALL PER 1. UTILITY COMPANY CONTACTS: BEFORE CONSTRUCTION, 4. MAINTAIN REQUIRED CLEARANCES FROM ALL SANITARY SEWER, w w ( MANUFACTURER INSTRUCTION AND NIGHT AIM AT COORDINATE & VERIFY ALL UTILITY COMPANY REQUIREMENTS. WATER AND STORM DRAIN PIPING. REFER TO CIVIL PLANS 200AMP METER PEDESTAL. (WITH INTEGRAL HOUSE ON THIS SHEET FOR NEW LOCATION). ,'",�� w PANEL "HPI" AND "HP2" AND LIGHTING CONTROL FOUNTAIN. (HYDREL #4440 A-100W-P38--120). FOR EXACT LOCATIONS AND DEPTHS OF PIPING. � 7. DEDICATED RECEPTACLE FOR VENDOR CARTS. FIELD CHECK AND ALIGN WITH CITY APPROVAL. 2• TRENCHING AND BACKFILLING FOR ALL CONDUIT SYSTEMS COMPARTMENT). (SEE DETAIL 4/E-4 FOR MOUNTING TYPICAL OF 8. SHALL BE THE RESPONSIBILITY OF THE ELECTRICAL 5. ALL SITE UTILITY WORK SHALL BE INSTALLED PER THE UTILITY co DETAIL). CONDUIT/WIRE BY EC, BOX/RECEPTACLES BY CITY. CONTRACTOR. ALL CONDUITS SHALL HAVE MINIMUM COVER ) (TYPICAL). RECEPTS ARE CONTROLLED ON TIMER REQUIREMENTS AS SPECIFIED IN CEC 300-5. MORE COMPANY ISSUED CONSTRUCTION DRAWINGS AND ( ) 12. 11 "X17" PULLBOX FLUSH ON GRADE, CAP/LABEL STRINGENT DEPTH REQUIREMENTS MAY BE IMPOSED BY SPECIFICATIONS SPECIFIC TO THIS PROJECT. ANY UTILITY 2. 11"X17" PULLBOX FLUSH ON GRADE. STAMP LID WITH BY-PASS THRU CONTACTOR. (SEE DETAIL WORK PERFORMED WITHOUT PRIOR UTILITY COMPANY F "ELECTRICAL". (SEE DETAIL 6/E-4). 1/E-3). CIRCUIT 41 IN BOX FOR CONNECTION TO UTILITY COMPANY AND / OR THE CITY. JOINT TRENCHING MAY APPROVAL SHALL BE DONE AT THE CONTRACTOR'S RISK. CROSSWALK LIGHTS. (CONNECT BY OTHERS). BE UTILIZED WHERE PRACTICABLE AND WERE PERMITTED BY TERMINATE 8 CIRCUITS IN BOX AT BASE OF TREE. COORDINATE EXACT LOCATION WITH THE CITY PRIOR THIS SPECIFICATION. 6. ALL BRANCH CIRCUIT CONDUCTORS ARE 10 THWN UNLESS 3. (1)5" SECONDARY CONDUIT PER PG&E 8• TO PLACING BOX. # REQUIREMENTS. (SEE DETAIL 1/E-5). CONNECT TO SEPARATE TIME OTHERWISE NOTED. w SEE DETAIL 1/E-�3). 3. LOCATIONS OF EXISTING UNDERGROUND (UG) UTILITY SYSTEMS CLOCK. w 4. NEW LOCATION OF EXISTING PUMPS AND IRRIGATION ( SHALL BE DETERMINED BY CALLING UNDERGROUND SERVICE 7. MINIMUM CONDUIT SIZE SHALL BE 3/4"C. (SEE CONDUIT a v PUMP. RECONNECT PUMPS FOR EXISTING FOUNTAIN. 9. NEW PEDESTRIAN SCALE STREET LIGHT (FURNISHED ALERT (USA). WHEN PLANNING UNDERGROUND WORK, AND SCHEDULE FOR HOMERUN CONDUIT SIZE. DATE: VERIFY EXACT LOCATION. BY CITY, INSTALLED BY EC) WITH RECEPTACLE ON BEFORE YOU DIG, CONTACT UNDERGROUND SERVICE ALERT 06/07/2005USA LEAST 48 R PRIOR T VTI TOP AND BOTTOM, (SEE DETAIL 1/E-4). s (USA) AT F HOURS R OR O EXCAVATION ON (WEEKENDS 8. REFER TO DETAIL 2/E--4 FOR TRENCH DETAIL. 5. EXISTING 200 AMP METER PEDESTAL TO BE EXCLUDED) OR THE LOCATION OF UNDERGROUND GAS AND DRAWN �Y: RELOCATED AND UPGRADED TO 400 AMPS IN NEW ELECTRIC LINES OR EQUIPMENT. CJ 10. BOLLARDS AT FOUNTAIN BY ELECTRICAL. (ECA BUILDING. (SEE NOTE 1 ON THIS SHEET FOR NEW #BQL3024-70WMH--120). TYPICAL OF 8. (SEE CHECKED �Y; LOCATION). DETAIL 5/E-4). OI �; L (HOMERUN ONLY) JD FILE NO. LOCATION: G 1. 1 -1/2 0 1 N E E R / H 0 SPECIFICATION N0, THQMA ELECTRIC, INC. Em L C T R I A L I T L A N P.O. Box 1167 - 3562 Empleo St. SHEET NO. San Luis Obispo, CA 93406 (a05 Phone; )) 543-3850 SCALE: 1 "=20'-O" Fax: (805) 543--3829 womm" NORTH cad0thomaeiec.com 1 2 3 4 5 6 7 s g 10 TOTAL NUMBER OF SHTS: 5 i K:\DWGS\04-8202\04-8202,E2.dwg - Helen Jun 10, 2005 -- 8:16am fr i i I 1 2 3 4 5 6 7 8 9 10 i ,j 'j A A i z ( 1 c0�n Ncg......� ...m t... .�._..a,.........�,..t..,. ........,,..,.._..,� ...��....� N 5—..........r...._ ..�.,.. ..�..... ..._ ......... ....�_ �. .�.,.� �...,�.. ...,.,,... ....,I N .M..,......�.......,_._.�,..,..._, ..�......_.1,.. ..........„_...W._......__......., w HP1-3 1 120V 2 120V ° ► ° / ° R � ,.✓ I CLOCK ( CLOCK 4 Q ° CLOCK a ( 0 v cr ao ❑� L�J ❑4� ,c�`� b LO HP1-31 HP1-31 01 ►- .. B COIL ® HP2-1 HP1--2 r*N ` B , ��'�� ooc-4,,,d HP2-3 /" HP1-4 /"1 (8) CIRCUITS ARE HP1-3 LIGHT FIXTURES HP2-5 �'"� i RECEPTACLES ARE ( HP1-6 CONTROLLED ON TIMER " SPARE CONTROLLED ON TIMER THRU CONTACTOR ON �DUSK, HP2:�.,,,,,..� � THRU CONTACTOR SPARE HPI / � � TREE #1) HP /" o ( OFF LATE NIGHT HP2-9 /� j (ZONE 1) HP1-1CY 1 a.•- HP2-1 1 /'0.I HP1--1HP 1—77/'"1 •.- a..: HP 1 4if'""1 � HP1-9 r-N aE COIL 120V HP2-13/o"`0 120v COIL ® HP2-15/"`0 RECEPTACLES ARE COIL HP2—/'"1 CONTROLLED ON TIMER HP1 ae`\ HP1TOP RECEPTACLE AT HP2-1 THRU CONTACTOR HP1-20x"1 (8) CIRCUITS ARE ZONE 2 HP1-22/"'1 CONTHRTROLLED ON TIMER POST LIGHT °"""" ( } HP1 /""1 ° ��ON""DUSK, HP1-2�,/'"'1 OFF LATE NIGHT 4 ° HP1 Ei/'""1If - (TREE #2) HP1--17/'t ° HP1 28r•`t 12ov '� HP1-3&,-1I COIL HP1�-19/"'1 HPI 32/'`1 w HP2� /� ( RECEPTACLES ARE ° LL HP2 /'"\ CONTROLLED ON TIMER HP 1 n HP2:r5 E--- _----�--�.. 0 ED I 0 HP2 �. THRU CONTACTOR �.... ....,__,°.....�,.._ (ZONE 3) 1 20V / f I OIL SPARE HP2 2 /'"``` ,�.... ° HP2•--4,/""1 (8} CIRCUITS ARE 12oV ,� Hp2 CONTROLLED ON TIMER �—--) 120v COIL "� COIL HP2 •'"1 THRU CONTACTOR •,� �..., (TREE #3) HP LIGHT FIXTURES ALONG HP2-29 r"\ �► HP —1%'"'\ EL CAMINO REAL HP2-31 /'1 RECEPTACLES ARE Hp ";� "ON DUSK, HP2 /""1 CONTROLLED ON TIMER }--*�- ® ( OFF DAWN HP2-35 f'1 THRU CONTACTOR HP SPARE HP2-37/"1 (ZONE 4) 120V COIL colt HP2-18x"1 POST LIGHT WITH R CEPC ES ON TOP HP1; /'"1 HP "1 (8) CIRCUITS ARE INNHP2-22/"1 CONTROLLED ON TIMER TA HP1 - -- -- --------.►- THRU CONTACTOR �.. MP2-2;e-% HP1 /"1 HP &-1 �-- (TREE #4) /' 1 HP1-38/"'% RECEPTACLES ARE 0 HP1-39 CONTROLLED ON TIMER HP C w 0 Hp1-/"�"'! �-�- �"`�--r`•�" No THRU CONTACTOR HP 3CY" — - (ZONE 5) HP2-37/"1 HP1 / 0 --- 0 HP 1—42 0 ° C 0 E EIREFERENCE NOTES I � 4 � � Co1 , INTERMATIC T173 TIME CLOCK. MOUNT AT ❑ ° Z cf) LIGHTING COMPARTMENT INSIDE "MSB". 12av ° TREE CIRCUITS W < J 2. SQUARE D CLASS 8903 LIGHTING CONTACTOR10: <WITH COIL FOR PHOTOCELL ON TIMECLOCK OFF HP1=,�,-r'1 f ��,--- < U CONTROL OF EXTERIOR LIGHTING AND HP1-19/"1 ; BOTTOM RECEPTACLE AT RECEPTACLES ON POLE. HP1-21 POST LIGHTS ARE 0 0 HP1 x/"11 CONTROLLED THRU HP1 CONTACTOR z V 3. PRECISION #ST--15 PHOTOELECTRIC CONTROL (I w LOCATED PER OWNER'S DIRECTION. (ORIENT SPARE ( � ...j WINDOW NORTH). z W D 4, LABEL SWITCH PER OWNER'S DIRECTION. MOUNT AT LIGHTING COMPARTMENT INSIDE "MSB". VENDOR RECEPTACLES F F w U � W O W M _ CL V) DATE: 06/07/2005 E X T E R 0 R 0 N T R 0 L D I AG R A M DRAWN BY: CJ CHECKED BY: JD FILE NO. LOCATION: G G kEIGIWNEEWINR 0 SPECIFICATION N0. THOMA ELECTRIC, INC. P.O. pox 1167 -- 3562 Empleo St. SHEET NO. San Luis Obispo, CA 93406 Phone: (805) 543-3850 Fax: (805) 543-3829 E 3 vmmwm cod0thomoeiec.com i 1 2 'q° 5 6 7 S 10 TOTAL NUMBER OF SHTS: 5 !I 'I t l K:\DWGS\04-8202\04-8.2,02E3.dwg - Helen - Jun 10, 2005 8:17cm __m-y d 2 3 56 7 8 9 10 i ;I I� it ;I i A A 1-1/2« a DECORATIVE POLE FACE OF SWITCHBOARD .° BASE BOLLARD FIXTURE AS �► y o PER SCHEDULE / �� psi CONCRETE ° „ „ HANDHOLE 0 PROVIDE 3 8 DIA. THRU 12 THICK 3000 Z BOLT W/WASHER TO 3 MIN. PAD WITH #4 REBARS 0 16 5/8"x18 x3 HOT DIPPED �oaa to CONNECT SECTIONS O.C. EACH WAY TOP AND GALVANIZED L–TYPE PAVER SIDEWALK o (MIN. 3 PER SIDE) 1,5" MAX, BOTTOM, ANCHOR BOLTS (4 PER POST) FINISH GRADE m CONCRETE BASE BY a BASE TO BE FLUSH 1" MIN, 3)#3 REBAR TIES GEN. CONTRACTOR a WITH FINISH GRADE. ° 4 " �N n N OFHCONCRETE b/ Q(D /\/\/ SEE NOTE 3. o �' , � p 00 44 /�` Q " a ONCRETE BASE 6 tp p _ I ° J� _ BOLT BY EC-ANCHOR '�� ��v B ANCHORTYP 4 BOLT- ELEC. I I c i q I I c \�j\\� I ° ( ( I SIZE & EMBED B °-z CONTRACTOR ° I( Q I I I (( PER MFR. .! 10, r �-- a 4 18 MINIMUM CONDUIT \� . ' 4 I - I I _ –TYP 4 I I ( COVER U.O.N. _ 24" I� .� © I I� � BETWEEN STEEL 7 • ' 4 � �4 4 ,� 3" MINIMUM a �'• 3/8 DIA. X 6 LONG ,� . --) I '4 ° ° ° AND BELOW GRADE HILTI KWIKBOLT 11. EMBED //\� // � \'�/\� � ( OUTSIDE of 3 MIN. PROVIDE (4) AT ��\//�\/�\ \//�\ /\//�\%/�` ! 4 ° CONCRETE EA, SECTION. -I 4VERTICAL REBAR 4 '�`� _ COMPACTED SUBGRADE 1' –TYP 4 a M „ GRAVEL BASE #3 REBAR TIES A v •' 3/4 PVC SCHED 40 �, o AT 12 ON CENTER U.O.N. ° VERTICALLY-TYP A3" SEE NOTE 3. ■ j . TANDARD 187 ! 10" DIA J-HOOK AT BOTTOM 24 SQ-�--�-+ OF VERTICAL REBAR -TYP 4 c c 0 ar : 1. GALV. ANCHOR BOLTS & TEMPLATE FURNISHED BY EC; BOLTS INSTALLED AND CONCRETE BASE FURNISHED AND INSTALLED WITH REBAR BY GC 2. CONDUIT SHALL BE 1-1/2" MINIMUM SIZE AND MINIMUM 24" BELOW FINISH GRADE 3. TIES SHALL HAVE AT EACH END A 135 DEGREE HOOK BEND WITH A SIX-BAR DIAMETER 0 BUT NOT LESS THAN 3 INCH EXTENSION THAT ENGAGES THE LONGITUDINAL REINFORCEMENT AND PROJECTS INTO THE INTERIOR OF THE STIRRUP OR HOOP. 4. SEE LANDSCAPE PLANS FOR BASE INSTALLATION DETAIL. 5. IF POLES ARE PROVIDED BY OWNER, VERIFY BOLT PATTERN AND LAYOUT PRIOR TO INSTALLATION. co t' 0 L L A R D, 83 A '"O" D A I L SWITCHBO" AMUftC� SECTION DETAIL O 'KATIVE POST LIGHT MOUNTING5 w h 1 �C SCALE: NTS SCALE: NTS SCALE: NTS D Q i i i FINISHED GRADE SIDEWALK/PAVERS FOR BOTH 2 SECTION AND 3 SECTION SWITCHBOARDS Q� o -7 I_I I"_._._.I I I 4 • "¢ � I I I..____I I__.._ I I� , w 0 co ' .,� WARNING TAPE a w ...* -1 I I_____I I I i 111---- I III--•-I •o' sora oo ° i� REINFORCED CONCRETE COVER ° I ' «�. STRUCTURAL BACKFILL °. (TO SUIT APPLICATION) WITH ° I E HOLD DOWN BOLTS. LABEL E -�-----PRECAST REINFORCED I I 1-1 i ISI Cn 24„ COVER AS EQ CONCRETE BOX. SIZE ao 1 I L.-= 1I- d CO PER PLANS. I ( I '� • . .. .. SAND ° -•e------ SEAL AROUND CONDUIT, I I I I I L rr 11 JBUOX AND NCTION,EXTENSION �I I POWER CONDUIT L I W BELL END w 1" DIA DRAIN � .... „ ( � 6 I I 3/8" DIA. x 6" „ '�✓ HOLE LONG HILTI 12 "" ° �•r-------- PRECAST REINFORCED I ( ( HILTI KWIKBOLT II EXTENSION TYPICAL OF 12 GROUT /'. �yC] d q J CY.I 0 q r m q71_� ° IF. .q a OOn �o QO OaooG pOQO d �J © o PCQO� a q ° ° °' ° 4' 4 4'° - f�- 1C ^°. ° m4 4 ° m q' ..q to w {� a4 12 ° °4 a. a q ° , ' ° m: THICK (yJ 6 CRUSHED ROCK SUMP m . ° q Q..4 e CONCRETE 4 m , q °.° q a to #15 ROOFING PAPER DATE: BETWEEN GROUT AND 3 06/07/2005 CRUSHED ROCK TYPICAL TRENCH DETAIL DRAWN BY: cJ I SCALE: NTS CHECKED BY: JD FILE N0. LOCATION: E 0 / N E E R ` SPECIFICATION N0. THOMA ELECTRIC, INC. P.O. Box 1167 – 3562 Empleo St. SHEET N0. San Luis Obispo, CA 93406 TYPICAL PmUmLL B50"' X DETTAIL Z's W I ']FCHB %'JAH' D MOUNTING003k Phone: (805) 543-3850 4Fax, (805) 543-3829 SCALE: NTS SCALE: NTS cod0thtomaelec.com 1 2 5 6 7 8 9 10 TOTAL NUMBER OF SHTS: 5 i i I K:\DWGS\04•--8202\04--8202E4,dwg – Helen Jun 10, 2005 8:17cam { I i 'c i i 10 i SEE A NOTE 2ooA,120 f 24oV,1 0,3W MLO (N) PANEL 200A,120 f 24OV,10,3W MLO (N) PANEL RECESSED MOUNT, NEMA 1 NOTE NOTE RECESSED MOUNT, NEMA 1 SEE I NOTE � 4" X 4" PRESSURE TREATED 42FULL SIZE SOLT--ON CB SPACES j LOCATION: INTEGRAL WITH MSB 42FULL SIZE BOLT—ON CB SPACES LOCATION: INTEGRAL WITH MSB 10K AIC PANEL & BRANCH C8'S �HP1WITH E UIP'T N t REDWOOD POST WITH 3/4" Q G D BUS 1 OK AIC PANEL & BRANCH CBS WITH EQUIP'T GND BUS 9 MP CHAMFER AND NOTCH. PHASE-: AM C�rT GB WIRE WIRE G@ C KT C KTAMP SE eHA�iL # DESCRIPTION # slzE SIZE DE CRIPTION D� CI�IPTIC�I� c8 � size A size CB D��CRIPTIt�N CKT HP2 OL OL # # I LIGHTS — A yl 426' 20 OL OL1,2 EL C MINO 10 10 RECEPTACLES — TREE 22 2 RECEPTACLES — 20 10 900 10 yl RECEPTACLE — TREE 90 1 WEST MALL PALMS AVENUE 1 900 EAST MALL 2 2 WP "X6"X4" DEEP LIGHTS - WEST MALL 20 10 1136 10 20 RECEPTACLES - TREE RECEPTACLES - 20 1 900 20 J_BOX. �'2 �- 3 0 10 RECEPTACLE - TREE ``' 1 900 1 WEST MALL 2 2 p 2 20 ALMS AVENUE 1 900 1 EAST MALL 4 ��� ��1 �cv c 112 LIGHTS — EAST MALL 10 1 1 p 20 RECEPTACLES — TREE RECEPTACLES _ /20i 0 900 20 ,� c*4 1 900 1 WEST MALL 62 21 o RECEPTACLE — TREE 6 2 �`' b� 00 PALMS AVENUE 900 1 EAST MALL P, c. .- ,, I 7LIGHTS -- UPLIGHT 20 1 10 800 10 20 RECEPTACLES — TREE 82 2 RECEPTACLES — 20 10 900 10 20 RECEPTACLE - TREE 1'2 900 1 WEST MALL PALMS AVENUE82 � 1 900 1 EAST MALL r� � 20 B 8 l,2 LIGHTS - BOLLARD 20 10 744 10 20 RECEPTACLES - TREE 2 RECEPTACLES - 20 10 900 10 RECEPTACLE - 1 900 i WEST MALL 1 29ft TREE `� 01 2 j PALMS AVENUE 1 900 1 EAST MALL 2 '� RECEPTACLES — TOP 20 10 900 10 20 RECEPTACLES — TREE 2. 2 2 RECEPTACLES — 20 10 904 10 yl RECEPTACLE — TREE 18" EL CAMINO 1 900 1 WEST MALL 1 1 PALMS AVENUE 1 900 EAST MA 1 2 LL AFG 213 RECEPTACLES — BOTTOM 20 10 900 10 20 RECEPTACLES — TREE RECEPTACLES -- 20 10 900 20 EL CAMINO 1 42 2 10 RECEPTACLE — TREE 904 1 WEST MALL EL CAMINO 1 900 1 EAST A 1 2 MALL 2 15 RECEPTACLES -- TOP 711 10 90010 yl RECEPTACLES — TREE 6. 2 2 RECEPTACLES — yl 10 90010 2° RECEPTACLE - TREE �}1 --1/2" GRS EXPOSED ABOVE WEST MALL 900 WEST MALL EL CAMINO 900 i EAST MALL ! 6 2 u� GRADE SECURED TO POST 2 � `�' RECEPTACLES — TOP 20 10 900 10 yl RECEPTACLES — TREE RECEPTACLES — 20 10 900 10 20 WITH 2—HOLE STRAP, ( 2 2 1 7 RECEPTACLE — TREE 2 WEST MALL 1 900 WEST MALL EL CAMINO 1 900 1 EAST MALL 219 1 8 RECEPTACLES — BOTTOM `_O/___ 10 900 10 20 RECEPTACLES — TREE201 2 2 RECEPTACLES — 20 10 900 10 20 RECEPTACLE — TREE PVC TAPE WRAP. (REFER WEST MALL 1 900 1 WEST MALL EL CAMINO 1 900 1 EAST MALL 20 2 TO SPECIFICATIONS) 2 21 RECEPTACLES — BOTTOM 20 10 9Q0 10 24 RECEPTACLES - TREE 2 2 RECEPTACLES - 20 10 900 10 yl RECEPTACLE - TREEWEST MALL 1 900 1 WEST MALL 22 2 1 EAST MALL 1 900 EAT 2 11 S MALL 22 FINISHED GRADE 2 RECEPTACLES -- TOP 20 10 900 10 20 REGEPTAGLES — TREE , 2 2 RECEPTACLES _ 20 10 900 1p 20 RECEPTACLE — TREE EAST MALL 1 900 1 WEST MALL EAST MALL /19002 1 EAST MALL 2 25 RECEPTACLES — TOP 20 10 940 10 20 RECEPTACLES — TREE RECEPTACLES - 20 900 20 - 0 2 EAST MALL i 900 1 WEST MALL 262 225 ES 10 10 RECEPTACLE — TREE 2 EAST MALL 1 900 1 EAST MALL cc 2 2.7 RECEPTACLES - BOTTOM 20 10 900 10 yl RECEPTACLES - TREE 2 2 RECEPTACLES - 20 10 900 10 20 RECEPTACLE -- TREE EAST MALL 1 900 WEST MALL 2(3 2 7 EAST MALL 1 900 1 EAST MALL 28 2 w 24" � 20 9 Um BFG 2 29 RECEPTACLES -- BOTTOM 10 °0 10 yl RECEPTACLES — TREE 2 2 RECEPTACLES — 20 10 900 10 20 RECEPTACLE — TREEEAST MALL 1 900 WEST MALL 30 WEST MALL 1 900 1 EAST A 301 2 0 MALL 20 900 20 31 LIGHTING CONTROLS 20 1 10 900 10 20 1 RECEPTACLES — TREE � 2 2 � � RECEPTACLES -- 10 10 RECEPTACLE — TREE WEST MALL WEST MALL 1 900 1 EAST MALL 3 2 33 SPARE 20 SPARE 2 RECEPTACLES -- 20 10 900 20 1 I ­­­ 34 WEST MALL 1 1 SPARE 34 , 235 RECEPTACLES -- FOUNTAIN 20 10 900 10 20 RECEPTACLES _ FOUNTAIN 2 2 RECEPTACLES -- 20 10 900 20 SPARE 1 900 1 361 WEST MALL 1 1 r^ 2 37 RECEPTACLES - FOUNTAIN 2p 10 9fJ0 10 20 RECEPTACLES — FOUNTAIN 2 2 RECEPTACLES - 20 10 900 2° IRRIGATION CONTROL 381 3 1 900 1 3 7 WEST MALL 1 1000 1 --------- 2 3 9 RECEPTACLES - FOUNTAIN 20 10 900 10 20 RECEPTACLES - FOUNTAIN 2 3 TRAFFIC SIGNAL 20 10 1000 10 20 FOUNTAIN PUMP 1 900 1 40 3 1 1000 40 3 D 2 4 1 RECEPTACLES — FOUNTAIN 20 i 10 900 10 20 1 RECEPTACLES — FOUNTAIN � 2 3 � 1 TRAFFIC SIGNAL 20 10 1000 10 FOUNTAIN PUMP 1 2 3 J - BOX MOUNTING DETAIL AT TREE WELL 1 SCALE: NTS CONNECTED LOAD (VA) = 17606 17536 CONNECTED LOAD (VA) - 18200 17300 25% OF CONTINUOUS LOAD = 577 484 25% OF CONTINUOUS LOAD = 0 0 TOTAL (VA) = 181�3 18020 TOTAL (VA) = 18200 17300 TOTAL" 120 VOLT = 152A 151 A TOTAL-� 120 VOLT W 152 A 144:A ] PANEL SCHEDULE NOTES : woi cc 1. LONG CONTINUOUS LOAD (LCL.), ADDITIONAL. 25% ADDED AT 00)25% BOTTOM OF PANEL. LTJ 2. THROUGH CONTACTORS. (SEE DETAIL 1 ON SHEET . E--•3.{� "' '` ) E 3. VERIFY LOAD, CB, AND CONDUCTOR SIZE. z cj) w w CC cj) LL(30 w z Z w .z D C� F U Lj a a � I DATE: 06/07/2005 DRAWN 87: CJ CHECKED 87 JD FILE NO. LOCATION: Ma SPEC! ICATION NO. I ` 1111 �` RR 1 N0 THOMA ELECTRIC, INC. j P.O. Box 1167 — 3562 Empl+ao St. SHEET N0. San Luis Obispo, CA 93406 Phone: (805) 543-3850 Fax: (805) 543-3829 cod0thomaelec.com E 5 10TOTAL NUMBER OF SHTS: 5