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HomeMy WebLinkAbout7.1-204BENCHMARK TOP OF CONCRETE MONUMENT IN LAMPHOLE AT THE INTERSECTION OF CALIFORNIA AVENUE AND "P" STREET ELEVATION =397.54 CITY DATUM I BEARING BASIS THE NORTH LINE OF SECTION 30, T29S, R28E, MDM PER KERN COUNTY SURVEY INVESTIGATION AND PERPETUATION MAP MAP NO. 7-1 BK. 6 PAGE 108. SAID NORTH LINE BEARS NORTH 890121 8" WEST. CITY STANDARDS THE FOLLOWING CITY STANDARD DRAWINGS ARE HEREBY INCORPORATED AS A PART OF THESE PLANS: ST-1 3: STANDARD TRENCH BACKFILL & COMPACTION REQUIREMENTS ST-8: SIDEWALK ST-1 1 HANDICAP RAMPS ST-1 2: PAVEMENT PATCHES SW-3: SEWER MANHOLE TYPE A SW-4: MANHOLE TYPE "B" SW-5: STANDARD 8" CLEANOUT SW-6: FRAMES AND COVERS D-17: GUTTER DEPRESSIONS W-8: STANDARD WATER SERVICE CONNECTION 3" TO 2" 4 ALL LANDSCAPE STANDARD DETAILS. SEE SHEET LS-5 I I - ;L1 I - Ft �Sl t, S NO ,.k7 I T I ER CITY R EN m PH E � I 1-1 ' I I I & THEME AR EN STATE OF CALIFORNIA ,_ IV I T ,_ �,_�_x - 1'111� .'" 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", � W" _ � , i - I 7 �� 1_,� , � " * It I , � F, I � � - 1- - , ,� _Awr_­,�, �,k ", 4 ,*'_ I - , r� ,� "' / 1�� � "r, I I ,j , '* I 'w ,&**,ii , - W1. w I I I , , , � � , � , 7 �� _ .,� ,� P � , ,�g,_,& T, '' . i , !* i ,��_,­� I , " , : � �, I _ I � _ - , . - , , , , � , - I , � �rq " ,�,,� W% i, __ �,� � 4 , � !�7 I'll :, � - I - i I I �, � r I ,1 r , - - ___ - , �/ -,�� : � � �� -. -e��_, -tL4.t ,," ir, �'-ftlk*i�,,,_,!�­'� �_ I � z_ ,�i:A& � ,�, , , , 1'r t*�, �i, � -A - ��i '*�A,­, .� - -[---- -- - - -- - I __ _41 1 , z� , � " , � f z ,; - � A , �, , "i , . ,* - , � �j '' - I , � , _ _ "." , �u,�, .. - � I , ""'L.", i" ,,, ,_ " ,� - 11 � ' __ __ - I- - k i �,:, ,I � � ,r " _ - " ,�� , �, _ " __ -.- - ­ _�, Ir", _, t, I ,� L NOTE: CONSTRUCTION RESPONSIBILITIES ARE SPLIT BETWEEN TWO ENTITIES: THE "THEME GARDEN IL I 'CA TOPOGRAPHYLEGEND KEY MAP 1� CONTRACTOR" AND THE "CITY". THE TERM "CITY" INCLUDES CITY EMPLOYEES, ITS AGENTS AS WELL AS NOTE: U) I ,I I I"' �L"_, I I I � i"I I I f. , , ___`,,'__11' @ FOUND MONUMENT AS DESCRIBED IR EXISTING IRRIGATION LINE 1 " = 200' OTHER CONTRACTORS WHICH THE CITY OF BAKERSFIELD HAS RETAINED SEPARATELY FROM THE "THEME THE CONTRACTOR SHALL CONTACT THE USA LOCATOR SERVICE z -(:�- EXISTING POWER POLE - - - _0H ___ EXISTING OVERHEAD LINE I I GARDEN CONTRACTOR" * 'THE "THEME GARDEN CONTRACTOR" HAS THE RESPONSIBILITY OF BUILDING 1-800-642-2444, 48 HOURS PRIOR TO EXCAVATION. UA &----- EXISTING DOWN GUY - E __ EXISTING ELECTRICAL LINE THE ITEMS DESIGNATED WITHIN THE BOUNDARIES OF THE TWO INTERIOR GARDENS AS SHOWN ON Ck [E EXISTING DRAWING INDEXSHEET SP-2 EXCEPTING IRRIGATION AND LANDSCAPE. THESE TWO RESPONSIBILITIES ARE ALSO Cc ] EXISTING ELECTRICAL VAULT - -S SEWER LINE DESIGNATED ON THESE PLANS USING THE TERMS "(BY THEME GARDEN CONTRACTOR)" AND "(BY CITY)". , __ - _ - __ __ - _ ___ I Id - ­__.. ________,._.________, � - -- ---- T­ � 11 - - I 1-11 I __ ­__ ______ , E5' EXISTING ELECTRICAL PULL BOX ____D EXISTING STORM DRAIN LINE ; FDRAVVI'NG NO. SHEET NO. 1 PROJECT ELEMENT � DRAWING TITLE - W --- r:vio-rirar, wA-r= i wc: I , -- ­­­­­- __ I _______ , - . _� - - - __ I ­ I (�) EXISTING ELECTRICAL METER I - �� _. EXISTING TRAFFIC SIGN 4 , - '�' - EXISTING STREET NAME SIGN N EXISTING WATER VALVE IAI EXISTING WATER METER C_10__� EXISTING HOSE BIB G) EXISTING SEWER MANHOLE (:) EXISTING SEWER CLEANOUT CD) ,/ i EXISTING STORM DRAIN MANHOLE r,j EXISTING GAS SERVICE 0 -1 3 ' (�XD - L_� EXISTING DRINKING FOUNTAIN " , _ � �, __ - I � � - -� I EXISTING STREET LIGHT I - 0-A&_- (D- EXISTING TREE, DECIDUOUS, _11<1�� �m� v� * I 1 EVERGREEN, PALM, SHRUB (D EXISTING TRASH RECEPTACLE EXISTING CURB AND GUTTER SECTION DESIGNATION: -.------.--.- NO SECTION LETTER L_____ ------ 2 SHEET WHERE SECTION IS SHOWN I- I r--, ­ ---,, EXISTING MAST ARM TRAFFIC SIGNAL 4. I - � ­/_,_�, :3, q T - , ­.­� TRAFFIC SIGNAL STREET LIGH \PEDESTRIAN HEAD DETAIL DESIGNATION: DETAIL LETTER NUMBER 2 1 DETAIL IS SHOWN CITY STANDARD DESIGNATION S - co INDICATES REFERENCED CITY OF BAKERSFIELD STANDARD 1 ; i T-1 - G EXISTING GAS LINE I __ )IA YES - - ____._ _z,L - - /-/-//- - -__/,� - - EXISTING EDGE OF PAVEMENT I— . x -- EXISTING CHAIN LINK FENCE x - 3 - EXISTING WROUGHT IRON FENCE � �, I -1 I - _ -11, I SITE PLAN - NORTH LIP I 1 - - I_- SP-3 I*,--- - EXISTING CURB AND GUTTER "", FLOWLINE -.------.--.- NO __ ­______­-.._ __ _________ I ______ - -- - -- - EXISTING PROPERTY LINE - - - - - - - - - - - EXISTING ROAD CENTERLINE ___k___= 6 PEXISTING TRAFFIC SIGNAL CONTROLLER ----I;----------------- __ - - ! I WALL & FENCE * EXISTING BOLLARD I 1 _��� EXISTING LIGHT STANDARD ' I- I r--, ­ ---,, EXISTING MAST ARM TRAFFIC SIGNAL 4. I - � ­/_,_�, :3, q T - , ­.­� TRAFFIC SIGNAL STREET LIGH \PEDESTRIAN HEAD DETAIL DESIGNATION: DETAIL LETTER NUMBER 2 1 DETAIL IS SHOWN CITY STANDARD DESIGNATION S - co INDICATES REFERENCED CITY OF BAKERSFIELD STANDARD 1 ; i T-1 � ; ! TITLE � ! � TITLE SHEET YES _.._­.-------­- YES __ )IA YES __T,_______________________ ___ i __ - ­_ - - 2 I— . SP-1 I SITE PLAN SITE PLAN 3 1 SP-2 ,�--l-�------"-----�,�--,-----I � 1 SITE PLAN "', �, I -1 I - _ -11, I SITE PLAN - NORTH _._________i_ 4 I 1 - - I_- SP-3 � __,__________,____ I ! � SITE PLAN - _� - - I ,-- I 11-1 � SITE PLAN DETAILS - AMRITSAR' IN[ : 1 . 1. ­­­ .... ­_­.4­___._ -.------.--.- NO __ ­______­-.._ __ _________ I ­­ I � __ . � 5 I GP-1 1 GRADING PLAN �, GRADING PLAN - NORTH ___k___= 6 1 WF-1 ----I;----------------- __ - - ! I WALL & FENCE _­;_ - 11 -1.1 . __ ­ : FENCE AND BOULDER DETAILS 7 I 1 _-, DT-1 ___i -- ----- - - ---------.-,-'' � ) I DETAILS ­ _� I 1 I � � PARK ITEM DETAILS ___ 8 ; 1 -.,--,�,�-,-.----�---,�--�-----.---- DT-2 , ______i__ i i � , DETAILS 5 .- - . � TRELLIS DETAILS , - 9 i i 4 -,-,-" DT-3 :- ____,_______.__,__ _ ------ i i DETAILS - _ - .- I i AMRITSAR, INDIA - FENCE AND WAt - -------------- 10 I ! -------------- DT-4 ----l�-,.---�..---------�.--.-�-,.--- ­ t 1 DETAILS 4- - �`_ ____ - .. - I : AMRITSAR, INDIA - GAZEBO DETAIL - 1 1 1 __ DT-5 - ­ � ­_ - ­ __ __ ----,-, __ - - - � DETAILS -1 1-1 _ , , I I ­ : AMRITSAR, INDIA - GAZEBO SHADE -----I- 12 i SH-1 , I .... I-----­-------­----- SHADE STRUCTURE ____1 i -I-.-"-,-,- � 11 ­ 'SHADE STRUCTURE - NORTH __ 13 i UT-1 ­­.---­­--­ -------- - -1 ! i UTILITIES __j _ __ __ I - I .. - ! i 1 UTILITY PLAN .. . ..... . ______­ I ­ 1­1111- � i - - I � ­ 14 1 LS-1 1 L'A� NDSCAPING ! 1, LANDSCAPE PLAN ----.,-�---��,----�-----,---.-.-,- _ I_ 11 - � . - - . 15 1 LS-2 z ; 1 LANDSCAPING �: LANDSCAPE PLAN - NORTH ------------I- 16 - LS-3 ____f______ ______­________ I , ! 4 � I LANDSCAPING ____ � ______ - - __ __ I ­ _� ­ - I I - , _ � : I IRRIGATION PLAN - NORTH ­ -11 I I I I __1 1 - 17 __t I - LS-4 -,- ___1 ___ �! LANDSCAPING � LEGEND & NOTES - --- -, -, - - - __ - -, I - 18 i 1 ___...._.__ LS-5 1__1'__­_________­_________ ­ � I I LANDSCAPING - ; i STANDARD DETAILS 19 - - LS-6 _ 1-1 _T_ ____ _­ ­ - __ - - � LANDSCAPING __ i I 11 - I � : ___ __ - - 'LANDSCAPE & IRRIGATION SPECIR __ 20 ��_ 1 EL-1 ___1___________,_________ - I ' - ! � ELECTRICAL i ­ _' ; � - ' ___ - I � ELECTRICAL PLAN - NORTH I- , ____; ­________________ - - _____ IF - I ­ � 21 - ! EL-2 . ­ - 1, ELECTRICAL ____L________________ __ ! SINGLE LINE DIAGRAM 1­1- __ ­ - � I I - I � I I . . _� INCLUDED IN THEME GARDEN PLANS _-, -----.----- YES -----,---, __-. YES _.._­.-------­- YES __ )IA YES ,--- --..------------,-,- YES - -, _____ NO --- - -- --------- YES ______ - NO I � ___._____ L. DETAILS - YES - I 3 - YES --------------- _____ SAIL DETAILS YES I I NO I ______ ___ NO ______ � NO ____ -.------.--.- NO ------- --�-----.-...��--------.--�-.-�----.�- . . YES (FOR LOCATION OF SLEEVES) NO .----. � YES ---.,------- DATIONS ' _____.__. NO _____­_, _______A_.._____.______ _____ NO I NO - -1-1 ­-.--­.­ ­ -- ---- 1-1 _.._,___________ ___1 � - _­ -----I- - __ - - 0 SUBMITTED BY: 0 D. 4f, �q e" �,,� )" " 91 0 , ,'� - il� % 11 No. 28104 1,r Exp. 3-31 o ) �, milicrdr4 0:4 N 4 I 1%.1 4'� 1*4,-' ' �,� ' / * , _ _� .___ :4 __ _� Takers 'e' Cd *#_­�`,' *0%0� I Life .-,.; t s,-�-­,,fld �!'! 40# , / I st N * In () WE Lu I= U) � APPROVED BY: APPROVAL RECOMMENDED: U) / I �d y , I , , T\ I& """ I lox" /' f - _-,C3wd - "', "*�_ C'"_ '� \ , 14 \-l'-e,�_0 F C �41\'P *' 04 I.." 4 �t. - I;e- (."�/V�_ � i_ .� w %­y I / I L IZ, DIANNE HOOVER .;;.-- /_ I / �__ t 12- 8-7,3- RECREATION AND PARKS DEPARTMENT DIRECTOR xr,f. -#^ ,i�-z;PL,x,�-;-f�! CC ,fL"),� Z���� , . RICHARD MEYER, R.C.E. 2TP. 3-31-14 DATE [_ ,4.1, , 4 BRAD UNDERWOOD I N I DATE . ��', , , " ASSISTANT PUBLIC WORKS DIREdTOP 49 Lu I / 71 / �, �; 0 y File Name: COB1OOO4TS1.DVVG CITY PROJECT NO: POC120 pl,meyer A- M Civil Engineering, Inc. .A_#_A_4_4_#_J% 110S . Montclair St., Ste. 104, Bakersfield, CA 93309 Phone 661-836-9834 FAX 661-836-9761 96, � mi I / �._ � - 2�11:&,�, Z� .1 � -, -F , k S. ��",O-,&,Aj$�'_ ._S`__ " I , ..1_1_z;2? u, " � ARNOLD RAMMING - -1 DATE RECORD DRAWING CERTIFICATION CIVIL ENGINEER IV, DESIGN ENGINEERING w CONSTRUCTION PI-77 It 'To T 0 CITY OF BAKERSFIELD MILL CREEK LINEAR PARK mi =111 SISTER CITY GARDENS - PHASE B 1 OF 21, � 2 I PPINT DATE 8/?3/1� . ft.oy. s--22'--�J-j, - __ - - - - 11 - ___ ­ 7J 19TH STREET x FENCE FABRI (BY CITY) t X -`. ✓' 'jam;. t' t` LIMITS OF PROJECT, PHASE B ' i X 1. POWER SOURCE, EXIST. I ELEC. PANEL AN MATCH AT RIGHT CONCRETE SCHEDULE OF : COLORS ITEM BRI K - . H - ERRINGBONE IMPRESSI - ONS FAVIS COLORS "BRICK RED" #160 FLAGSTONE IMPRESSION WITH 5'x5'SQR. DIAGONAL SAWCUTS ON 450 DAVIS COLORS "PALAMINO" #5447 WITH "PEBBLE" #641 MIX © -_- PLAIN, COLORED WITH MEDIUM BROOM WITH 5'x5'SQUARE DIAGONAL 1r GROOVES ON 450 DAVIS COLORS "HARVEST GOLD" #5084 PLAIN MEDIUM BROOM,'V" GROOVES AT 8' CENTERS • • AS NOTED ON PLANS DAVIS COLORS "DUNE" #6058 SH- FURNISH & INSTALL BOLLARDS, LIGHTED AND H DT qo REMOVABLE -1 DAVIS COLORS "DUNE" #6058 CONSTRUCTION ITEMS ITEM ITEM DESCRIPTION DRAWINGS OR DETAIL FURNISH & INSTALL LIGHT STANDARD J T -1 INSTALL POLE - MOUNTED FLOODLIGHTS SH- FURNISH & INSTALL BOLLARDS, LIGHTED AND H DT qo REMOVABLE -1 FURNISH & INSTALL TRASH RECEPTACLE C T -1 FURNISH & INSTALL PARK BENCH B T-1 CONSTRUCT COLORED AND TEXTURED CONCRETE SIDEWALK T -1 e CONSTRUCT CONCRETE PLANTER CURB T -1 1 fl CONSTRUCT FENCING WALL AND FENCE °= = CONSTRUCT LANDSCAPE ITEMS WITH IRRIGATION LANDSCAPE (LS) CONSTRUCT MASONRY WALLS WALL AND FENCE (W s CONSTRUCT SEWER ITEMS UTILITY PLAN U 0 CONSTRUCT STORM DRAIN CATCH BASIN GRADING PLAN (GP) _-- ►4W►4 ---w _ _ _ CONSTRUCT WATER SERVICE FEATURES UTILITY PLAN TRELLIS SHADE STRUCTURE DETAILS, SHEET 2 (DT -2) r s r COBBLE AND BOULDER PLACEMENT, NUMBERS e INDICATE SIZES F- F- �1 + i 20 10 5 0 20 40 10 11 � r pp �4 NNNN N N NNNN N N .! N N NNNN N N t! N! NNN• N N �tN N N NNE N N� N N f� N N� N N r N N NNN� N N '- . - i' N N� N N�! N �. N N� NNN! N! ! f� N -N �! N NAY N N E C1N'r ��.` .� X MATCH AT LEFT ; ' `~ o FENCE FABRI ' (BY CITY) NMNO "A s (BY CITY).DECORATI -� °H ��' -" 1/ :�`L, co CONCRETE v = LDER- COBBLE GROUP (BY CITY) uj EXTEND COBN�CR ETE PAVEMENT z��, -' '�L- -- I�► REMOVABLE �� I 1 / -0 co BOLLARDS -� � �1 � / 1 1 v (BY CITY) t 7-MVIN ;.; $ El ` � 11 I X { £� I c; I I V PLANTER �` _ ! / / I co AMRITSAR PUNJAB INDIA °p (BY THEME GARDEN CONTRACTOR)! (D O PROJECT, PHASE B � °° qIMITS F �P: - t�ji uj o IC — SEATING WITH TRELLIS (BY CITY) Fm 0 � I cy) 10 vc cao o C? o(o co d 1 o , cA � ( O L DECORATIVE t i Ii I ` °C -0 CL CONCRETE i • �:.�z ~ I -. �/ t (BY CITY) ENTRY SHADE SAIL t i o ° ° ° 1• ^ I,1 �,�: STRUCTURE I ° (BY CITY) !, o �� / I w x LL cc t i NEW ENTRY POINT ~� i lyr REMOVE & SA AGE SANTIAGO, DE EXISTING FENCI o a QUERETARO MEXICO Ili `<- ( BY CI TY) �: L w �I �G 1�; ' (BY THEME GARDEN CONTRACT OFO!PLANTER -- - -� -- - - - -- - _ - -P TER C t _ / -- -- -- -- -- -- -- -- - - -- Lu — _ -^ . . ^— LLJ � f cl X X X X X X .} X EE SHEET P- Z SEE SHEET SP -2 � °� � �- -- �� -�� ' N NNNN N N NNNN N N NNE N N S N N NNN! N N NNNN ! 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I • ♦ ♦ •' I A ,. a a• • �, % �� // - / \%1.� �..�.��� ".ate• - ._. -a -s _• -a _- .- _�- �.- ��[. -T- �. __ —� �. .^-�� • -�. .. � - -. � -..F �. -�_ • saw= -. �_ ., ` f - . 1 a r-T-T-kil I SP -1 'ii' • 16 1 7, J 2OF21 21 22 23 24 ?5 2E �''.3 29 30 Vhr) 01 X X X } 00 EXISTING RETAI WALL WITH PLA CLOUDS INDICATE ADDITIONAL WORK)/ REQUIRED/ IN PHASE A, PEA; TI II`•' ^"'TTn " " \, �B I CITY) ENTRY POINT EXISTING ENTRY SHADE SAIL STRUCTURE 4 rrr rrrrr ' �► ,yL 1.t�a.� -1.��� 176-0,071, i �.• •• � I '� � rte' s �► rr r .rii-- .�w�r -�i• r �♦♦♦�.♦♦ •Y�. •��dlrYU • .•ter - _; ��'� ' � � � ".� ti--a�� � sY i�� - r�rr�•. �r�iit- G�•i1� :rr rrr a•c— �iwrr� ?.i w �- •—r•rr_ ■Mrrrrrrr111 r!= rrr�r�•� - .•rrrrrr rrrrrrrrrrrrr� �n.S� :�.��rri.�L— rye-- �+:�•i. •iii — �rrrrrr +rrrZi r�rrrrrrrrr. rrrrr.••rr � a �: © X11/ 1�..,.. •r.�/ :�ty2.- %� Q r• /•�\� \ �' ��� , �.nn �- III !�� '�•►�:' !� °,• '�� �� - III • `�' '''mot`= i �. ��' �1 . 112 0 . •% low Wk� � J) LL /1/ �,'�� `� •~ ♦ �`7 �' i :�'.�,.,,�.P�' g ice• " "�' Y r I :� �i� ri_. -� ,,,cr•,':'. / WIF • -yam. `f`'�h •� •�ft0.•1 �1•.11•T�iI1 „/ '�r�i� � .fir,,' /•; /ht -''A,Y /�% �y r.��,t/1•' /.- aGI � r .� r .w r' I t• �� . ,FIP, ��� , S �1� /l �I�" 01 /•��>/��i♦ • • :,�,r1 , ,• ,y��� /, p' /.�1�,��,• `�• *�• ,••• �r,�,,..r, Y...,. 11111 ,./� ►�•r��r� t I -��� �:! I , 1 Vii' �fug / �. �. /� � � -�� ��� 1/1 � ►`�n �,. /• o.,ice .� L,, ��`,,t�uo• ♦I now 9 06-1101,111, N Runs on moom Mono Wool Munn MUNN on lip Nw on on ma No SHEET NO. I • ♦ ♦ •' I A ,. a a• • �, % �� // - / \%1.� �..�.��� ".ate• - ._. -a -s _• -a _- .- _�- �.- ��[. -T- �. __ —� �. .^-�� • -�. .. � - -. � -..F �. -�_ • saw= -. �_ ., ` f - . 1 a r-T-T-kil I SP -1 'ii' • 16 1 7, J 2OF21 21 22 23 24 ?5 2E �''.3 29 30 �I ■ cc- :.o- C\ X CONSTRUCT ROCK GROUP All " �_ "� � � �- H LINE SEE LOWER RIGHT (BY CITY) SEE DETAIL G� F -1 I (BY CITY) ' x I FURNISH AND INSTALL GREEN ' FENCE FABRIC ON EXISTING J NOTE: ALL CONCRETE POURS 6 C.L. FENCE 172 F / AGAINST EXISTING CONCRETE ( L) � REQUIRE EXPANSION JOINTS. PRIVATE PROPERTY SEE DETAIL E T -1 � EXISTING WATER SERVICE — OH OH �— OH w ° ° ° n O i3 I L (BY CITY) � E E — -/ 3 I ' EMOVE 1ST. (BY CITY) \ r � ' 1 EX BOLLARDS, W _ i SALVAGE AND REINSTALL (B TTY) c w ON WEST (wETURN 1 TO — w (BY CITY CITY) E ALLEY F ) 3 S - T -1 (7-THICK) 3 REQ'D � � � �' S E-1\ � (BY CITY) - T -1 F 1 -- PAVEMENT I T 1 E E s` _ REPAIR EXISTING CATCH BASIN PER DETAIL T-1 CI ° - — — —ABY CITY) oB V XISTI LIFT TIO ��- 1 I 19TH STREET 000 w BY CITY � �� � , X _• x ��,��" FURNISH AND INSTALL GREEN FENCE FABRIC ON EXISTING X fr x 6 C.L. FENCE (172 LF) ° D # "xx s X X I< x i X X ROLLING GATE ---- SEE DETAIL A' 3 i,- " "• � E �° ' 0° �' (BY CITY) F -1 t ° °< DT- � X EXISTING PLANTER I a u u AMRITSA 9 INDIA, , s ^ SIMEF i I- D AFIT N LIMITS OF CONSTRUCTED AND EMS BY THE THEME - INSTALLED IT ' en GARDEN CONTRACTOR — I 4 x w s t (BY CITY) � ! f�'' NEATLY REMOVE EXISTING 4' HT. FENCE ( \ x FROM PLANTER RETAINING WALL. DO NOT s i o) %' f , -> x- v° DISTURB EXISTING PLANTER RETAINING ° I V f1` a �'' ° ° °' ' WALL. PATCH HOLES WITH COLORED GROUT TO MATCH BRICK. SALVAGE TO CITY. V x LIMITS OF EXISTING BUILDIN Ai i ° / (BY CITY) j 4' -0" 12' -0 ".1 _ ' , " �' - ' EXPAND EXISTING a } r ,. ° ROCK GROUP j x; H x EXISTING ELECTRIC PANEL SEED TAI r ° r" ' o ` { (BY CITY) �I° i = :. �� `' ! / FURNISH AND INSTALL GARDEN TRELLIS WITH PARK BENCH -� �� t= FEATURE PLAQUE WITH PEDESTAL a U r EE DETAIL A I Ir i s g_ rn T -1 SEE DETAIL K T -2 T -2 I © H s t ` °�. - (BY CITY) �- - r T 1 MATCH LINE SEE UPPER LEFT ` x �-./ �• / 'a Y J4 I O - II, i 3 5 PRIVATE PROPERTY , 4 1 , ISTINC WALKWAY O t B C p� (BY CITY) l i► R ;' <. !, h .° -� t EXISTING BUILDING: Ak THE WORK INCLUDES BUT IS NOT LIMITED \� p TO: ti (6-pi 1. CORRECTION OF THE ROOFING ON THE �. i 1 ° 4 r ,a SOUTHEAST PARAPET WALL AND ice- _ °_ r !,V `` O —-: , (BY CITY) 4 REMOVE EXIST. VEGETATION, MODIFY INSTALLATION OF NEW PARAPET FLASHING. o ,, - =� , , 2. PAINTING OF THE ENTIRE EAST WALL �-0 °� ? - IRRIGATION ITEMS AND PLACE NEW 3. LOCATION OF THE EXISTING SEWER I CLEAN -OUT (NEAR THE EXISTING WINDOW) � � . ° Q� �.� - `� a ; � a_ � j ° ` �` ° ,� =� � � - :-1 � ` .. - CONCRETE WALK PATTERN AND BRINGING THE CLEAN -OUT TO SURFACE. J;� ���<.. H -_ XPAN ION T -1 O' E S JOINT, IYP. REFER TO SPECIFICATIONS. 1- V° , /# _ T -1 SEE DETAIL E t Li El BUILDING DEMOLITION HAS 1,4 -0 6' -0" (BY CITY) ENTRY SHADE STRUCTURE I /i BEEN COMPLETED BY CITY i ° / �r - u Q1] %,< °' ° •` . ('t t'� `' ? SE DETAIL A (BY CITY) a •- FURNISH AND INSTALL GARDEN r REMOVE EXISTING (BY CITY) t ;i I'I .G �,� - - _ - - � CONCRETE ' ° c / + - . - i FEATURE PLAQUE WITH PEDESTAL R�' " -�° , `' �, ? � SEE DETAIL K f SANTIAGO f?E QUER TARl, : '� _ RE - l F I REMOVE & SALVAGE ! �� 7�RS EXISTING 6' WROUGHT IRON �r (BY TH DE -� o i FENCE & REMOVE CURB. ` x ! (BY CITY) '�J a - III � F _ j I � x % —n-°J °'i .' LIMITS OF CONSTRUCTED AND 'f_ `� -FUBRNtSH _ &_1NSTALL1_ 5 FLAGPOLE (31' __. �: '� -� OVE AROUND RE Ef, -_ TO PARSONSS INSTALLED ITEMS BY THE THEME BY CITY !� = � ^1" ( ) PLAN HE€ 1 fi ' DETAIL "3". BY I - - i - I GARDEN CONTRAC OR T -1 SAWCUT BACK AND ( C N) POUR NEW CONCRETE 'EXISTING PEDESTRIAN PLAZA _ - TO PROPERTY LINE PATTERN _ .m' 7-27- 77 r Yy f x __a� C x - I,XxF X x r r `s� fix, > f _L_ _�._....�....,_ r'i-L-r��- ' --i--r x - -4-- �'" { � x � _ x;fit x �'-t -'-� - x !�`' E— x F x `: x z f J x si F x �i 1 "x j{ x x x _ w r`- i -.- L.._ -3_. -" v a ° 5..,. '.,,, r- -.,+ "-2 ".^"`' �'�'j'�. ' z_, �......._ _'. I ( �''T -'-, �-. .�....... � `ti...,.,..-' i f.,� -.:� �i ..'• % ; ;x -� 18TH STREET 10 5 2.5 0 10 20 _ PHASE A 4 5 7 8 9 10 11 12 13 14 5 1n u - 7.1 -aoq d � a a g CONSTRUCTION ITEMS SCHEDULE OF CONCRETE FINISHES & COLORS ulBRICK - HERRINGBONE IMPRESSIONS DAVIS COLORS "BRICK RED° #i 60 DETAIL FURNISH & INSTALL LIGHT STANDARD FLAGSTONE IMPRESSION WITH 5'x5' SQR. DIAGONAL SAWCUTS ON 45° DAVIS COLORS "PALAMINO" #5447 WITH "PEBBLE" #641 MIX INSTALL POLE- MOUNTED FLOODLIGHTS PLAIN, COLORED WITH MEDIUM BROOM WITH 5'x5' SQUARE DIAGONAL "V" GROOVES ON 45° DAVIS COLORS "HARVEST GOLD" #5084 FURNISH & INSTALL BOLLARDS, LIGHTED AND REMOVABLE H 4 PLAIN, MEDIUM BROOM, "V" GROOVES AT 8' CENTERS OR AS NOTED ON PLANS DAVIS COLORS "DUNE" #6058 FURNISH & INSTALL TRASH RECEPTACLE C T -1 FURNISH & INSTALL PARK BENCH B CONSTRUCT D AND TEXTURED CONCRETE SIDEWALK p1 PLAIN, COLORED WITH MEDIUM BROOM WITH 30" SQUARE "V "GROOVES DAVIS COLORS "DUNE" #6058 I T -1 CONSTRUCT FENCING WALL AND FENCE F CONSTRUCT LANDSCAPE ITEMS WITH IRRIGATION LANDSCAPE (LS) d � a a g CONSTRUCTION ITEMS ITEM ITEM DESCRIPTION DRAWINGS OR DETAIL FURNISH & INSTALL LIGHT STANDARD J T -1 � a V i✓; f INSTALL POLE- MOUNTED FLOODLIGHTS FURNISH & INSTALL BOLLARDS, LIGHTED AND REMOVABLE H pT -1 T -1 FURNISH & INSTALL TRASH RECEPTACLE C T -1 FURNISH & INSTALL PARK BENCH B CONSTRUCT D AND TEXTURED CONCRETE SIDEWALK p1 CONSTRUCT CONCRETE PLANTER CURB I T -1 CONSTRUCT FENCING WALL AND FENCE F CONSTRUCT LANDSCAPE ITEMS WITH IRRIGATION LANDSCAPE (LS) CONSTRUCT MASONRY WALLS WALL AND FENCE F �-7M STI, - s CONSTRUCT SEWER ITEMS TILITY PLAN U ® CONSTRUCT STORM DRAIN CATCH BASIN GRADING PLAN (GP) 1 ' —w _ CONSTRUCT WATER SERVICE FEATURES TY PLANT TRELLIS SHADE STRUCTURE DETAILS, SHEET 2 (DT -2) a COBBLE AND BOULDER PLACEMENT, NUMBERS G H INDICATE SIZES F- F- 24 2 Er * N M � a V i✓; f U qtr ,1 L a n J SHEET NO. 3 ©F 21 r 7, SALT FINI NATURAL G CONC COLORED CON( BAND, BLUE TC EDG�` CURVED WESTCHESTER CAST STONE BACKLESS BENCH, CAMPANI/ INTERNATIONAL. EPDXY BENCH TC CONCRETE SURFACE IMPRESSIONED CONCRETE WITH STAINING TO SIMULATE MARBLE, PROVIDE TOOLED LINES AS SHOWN COLORED CONCRETE BAND, BLUE TOOLED EDGES, TYP. 2' -6" "POOL" EDGE E Scale: 3/4" = 1' -0" SP-3 J ED WESTCHESTER CAST STONE LESS BENCH, CAMPANIA (NATIONAL. EPDXY BENCH TO ;BETE SURFACE GOLD METALLIC BROKEN TILE INLAY FOR GOLD FISH, TYP. USE VARIOUS SHADES OF COLOR TO ENHANCE REALISTIC APPEARANCE GAZEBO PATIO B Scale: 3/4" =v-o" SP -3 DETAIL -TILE FISH C P -3 DARK GRAY CONCRETE PAVERS SET DN CONCRETE BASE LIGHT GRAY CONCR - PAVE NAVY BLUE GROUT FILL NATURAL GRAY CONCRETE BANDING J � � 0 VSIMULATED WATER TILE ENTRY WALK D Scale: 3/4" = 1' -0" SP-3 13 CONSTRUCT CONCRETE LANDSCAPE BORDER SEE DETAIL GARDEN FENCE SEE DETAIL \i CONSTRUCT WPCWITH CAP I 60°0'TYP / revGm h -*�, FURNISH & INSTALL WELCOMING PLANTERS SEE DETAIL 4" CONCRETE PAD FOR JDING. ATER FOR �ZI t;G 0 m p � iS �1LA-� ley N W U 0 -a co T U o� � �rn rn Co co �co N LL Co CD m W o /rte •� VJ UCo �M �m �Co 00 'W T^ lG^ v' W O r {i o CO Q � z 0 O ? c F- o Cp i Z ; c w } o p; rn Q�Q i C.7 i OC Z' co r� N i � i � €2 m (. m�Q °o o m p c Z V O O _N O m Z m N a p n O O o .LL ,p y Ir Q Q CL Z 01 m W (n CC- J = U) LLI i W CC C) z J W 75 Q Cf _J 0 Q � F_ W w U Q w Q O � n U C) t® Uia Q�Cc SHEET NO AMRITSAR - DETAILED SITE PLAN K7" ALL ITEMS DESCRIBED HEREON ARE TO BE 2POQ3 Scale: 1/4" = V -0" SP -3 CONSTRUCTED BY THE THEME GARDEN CONTRACTOR UNLESS OTHERWISE STATED 4 OF 21 9 20 22 23, 4 ?� 3 C —100 Cp C7�d' r L0 104 "SQR 58 " 5' -1311 5111 ENTRY WALK D Scale: 3/4" = 1' -0" SP-3 13 CONSTRUCT CONCRETE LANDSCAPE BORDER SEE DETAIL GARDEN FENCE SEE DETAIL \i CONSTRUCT WPCWITH CAP I 60°0'TYP / revGm h -*�, FURNISH & INSTALL WELCOMING PLANTERS SEE DETAIL 4" CONCRETE PAD FOR JDING. ATER FOR �ZI t;G 0 m p � iS �1LA-� ley N W U 0 -a co T U o� � �rn rn Co co �co N LL Co CD m W o /rte •� VJ UCo �M �m �Co 00 'W T^ lG^ v' W O r {i o CO Q � z 0 O ? c F- o Cp i Z ; c w } o p; rn Q�Q i C.7 i OC Z' co r� N i � i � €2 m (. m�Q °o o m p c Z V O O _N O m Z m N a p n O O o .LL ,p y Ir Q Q CL Z 01 m W (n CC- J = U) LLI i W CC C) z J W 75 Q Cf _J 0 Q � F_ W w U Q w Q O � n U C) t® Uia Q�Cc SHEET NO AMRITSAR - DETAILED SITE PLAN K7" ALL ITEMS DESCRIBED HEREON ARE TO BE 2POQ3 Scale: 1/4" = V -0" SP -3 CONSTRUCTED BY THE THEME GARDEN CONTRACTOR UNLESS OTHERWISE STATED 4 OF 21 9 20 22 23, 4 ?� 3 C L E G E N D GRADE ABBREVIATIONS BC = BEGIN CURVE GB = GRADE BREAK BW = BACK OF WALK INV =INVERT CB = CATCH BASIN M = MATCH C/L = CENTERLINE MH = MANHOLE C.O.B. = CITY OF BAKERSFIELD RG = ROUGH GRADE DWS = DESIGN WATER SURFACE SD = STORM DRAIN ELEV, EL = ELEVATION SG = SUB GRADE EC = END CURVE STD = STANDARD EP = EDGE OF PAVEMENT STA = STATION EXIST = EXISTING TC = TOP OF CURB FC = FINISHED CONCRETE TOS = TOP OF SLOPE FG = FINISHED GRADE TW = TOP OF WALL FL = FLOWLINE W = SIDEWALK 0 - o �0`L5 GRADE SYMBOL z% SLOPE IN PERCENT �co _ - tx6b.N''SURVEY ELEVATION -� --� --� — - - CONSTRUCT DIRT DRAINAGE SWALE CONSTRUCT CONCRETE DRAINAGE SWALE USING SCREED • REFER TO TITLE SHEET AND SITE PLAN FOR TOPOGRAPHY AND PROJECT LEGENDS • REFER TO SHEET GP -2 FOR GRADING NOTES GRADING NOTES 1. ALL GRADING SHALL CONFORM TO THE CITY OF BAKERSFIELD ORDINANCES AND STANDARDS PERTAINING THERETO, CALIFORNIA BUILDING CODE 2010 EDITION, CHAPTER 15.12.080 APPENDIX 33 - "EXCAVATION AND GRADING." 2. SOILS ENGINEER, DESIGN ENGINEER /BUILDING OFFICIAL WILL BE NOTIFIED 24 HOURS PRIOR TO PLACING OF ANY MATERIAL. 3. GRADING WORK WILL BE SUPERVISED AS ENGINEERED GRADING IN ACCORDANCE WITH CITY OF BAKERSFIELD ORDINANCES. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR GRADING OF THE SUBGRADE TO -0.10 AND +0.00 FOOT. IF THE SUBGRADE SHOULD BE FOUND TO BE MORE THAN 0.10 FOOT OUT OF LEVEL AFTER COMPACTING AND ACCEPTANCE OF GRADING, THE CONTRACTOR SHALL RETURN AND CORRECT THIS GRADING AT NO COST TO THE OWNER. 5. THE GRADING CONTRACTOR SHALL CONTACT ALL COMPANIES WITH UNDERGROUND FACILITIES PRIOR TO BEGINNING CONSTRUCTION AND VERIFY THE LOCATION AND DEPTH OF ALL UNDERGROUND FACILITIES, INCLUDING TELEPHONE, ELECTRIC, WATER, SEWER, OIL AND GAS LINES. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR BURIED LINES NOT INDICATED ON MAP. 6. THE WORK EMBRACED HEREIN SHALL BE IN ACCORDANCE WITH THE STANDARD PLANS AND SPECIFICATIONS OF THE STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION DATED MAY 2006; INSOFAR AS THE SAME MAY APPLY IN ACCORDANCE WITH THE NOTES HEREON. IN CASE OF CONFLICT WITH THE STANDARD SPECIFICATIONS AND ANY NOTES HEREON, THE NOTES HEREON SHALL TAKE PRECEDENCE OVER AND BE USED IN LIEU OF SUCH CONFLICTING PORTIONS. 7. USE ALL MEANS POSSIBLE TO PROTECT CURBS, STRUCTURES, LANDSCAPING AND OTHER OBJECTS WHICH ARE TO REMAIN. 8. THE CONTRACTOR SHALL WATER AS REQUIRED DURING THE GRADING OPERATION TO PREVENT THE OCCURRENCE OF A DUST NUISANCE. A DUST CONTROL PLAN SHALL BE FILLED WITH THE SAN JOAQUIN AIR POLLUTION CONTROL DISTRICT. 9. MATCHING CUT SLOPES SHALL BE SLOPED AT 2:1 MAXIMUM. 10. MATCHING FILL SLOPES SHALL BE SLOPED AT 2:1 MAXIMUM. 11. THE SOILS ENGINEER SHALL INSPECT AND APPROVE ALL EXCAVATIONS PRIOR TO BACK FILLING. 12. THE SOILS ENGINEER SHALL BE NOTIFIED OF ANY ITEM ENCOUNTERED DURING THE GRADING OPERATIONS THAT MIGHT AFFECT FOUNDATION STABILITY SO THEY MIGHT BE TREATED UNDER HIS DIRECTION. 13. ALL GRADING SHALL CONFORM TO THE RECOMMENDATIONS CONTAINED AND MADE A PART HEREOF IN THE PRELIMINARY SOILS REPORT PREPARED BY SOILS ENGINEERING, INC. DATED SEPTEMBER 17, 2008, FILE NO. 08- 12642. ALL GEOTECHNICAL RECOMMENDATIONS AND SPECIFICATIONS ARE PROVIDED WITHIN THIS REPORT AND SHALL BE FOLLOWED CONCISELY UNLESS OTHERWISE NOTED ON THESE PLANS. 14. DURING GRADING OPERATIONS, THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE APPLICATION OF WATER TO DEVELOPMENT SITES TWICE DAILY TO MITIGATE THE IMPACT OF DUST AND PM 10 EMISSIONS. SPRAYING SHOULD BE SUFFICIENT TO ENSURE THAT SOILS REMAIN DAMP, WITH THE FREQUENCY OF SPRAYING DEPENDENT ON THE WEATHER CONDITIONS. 15. SHOULD ANY CULTURAL MATERIALS OR ARTIFACTS SUCH AS, BUT NOT LIMITED TO, ARROWHEADS, BEADS, OR TOOLS BE DISCOVERED DURING GRADING OR SURFACE DISTURBANCE, ALL WORK WITHIN 200 FEET OF THE FIND SHALL BE HALTED UNTIL A QUALIFIED ARCHAEOLOGIST AND TRIBAL CULTURAL RESOURCES CONSULTANT ARE PRESENT TO REVIEW THE FINDS AND PROVIDE WRITTEN RECOMMENDATIONS TO MITIGATE IMPACTS. PRIOR TO RESUMPTION OF SITE DISTURBANCE, THE PROPERTY OWNER OR AUTHORIZED AGENT SHALL SPECIFY, IN WRITING, THE STEPS THAT WILL BE TAKEN TO MITIGATE IMPACTS AND THE TIMING OF THOSE ACTIVITIES TO ARCHAEOLOGIST, TRIBAL RESOURCES CONSULTANT, AND THE PLANNING DIRECTOR. WORK SHALL NOT BE RESUMED IN THE AREA OF THE FIND UNTIL CLEARANCE IS GIVEN BY THE ARCHAEOLOGIST, TRIBAL RESOURCES CONSULTANT, OR PLANNING DIRECTOR. 16. SHOULD ANY HUMAN REMAINS BE DISCOVERED DURING GRADING OR SURFACE DISTURBANCE, ALL SUCH WORK SHALL BE HALTED ON THE ENTIRE PROJECT SITE AND THE COUNTY CORONER SHALL BE CONTACTED TO ASSESS THE FINDS AND PROVIDE RECOMMENDATIONS, PRIOR TO RESUMPTION OF WORK, IN ACCORDANCE WITH THE PROCEDURES OUTLINED IN SECTION 7050.5 OF THE HEALTH AND SAFETY CODE AND SECTION 5097.98 OF THE PUBLIC RESOURCES CODE. SHOULD THE COUNTY CORONER CONCLUDE THAT THE FIND COULD POTENTIALLY INCLUDE NATIVE AMERICAN REMAINS OR RESOURCES, THE APPLICABLE TRIBAL CULTURAL CONSULTANT SHALL BE CONTACTED AND PERMITTED TO ASSESS THE FINDS. RECOMMENDATIONS SHALL BE IN WRITING, PROVIDED TO THE PLANNING DIRECTOR, AND NO WORK SHALL BE RESUMED ON THE SUBJECT PARCEL UNTIL AUTHORIZED BY THE COUNTY CORONER AND PLANNING DIRECTOR. 17. ALL USED OIL (AS DEFINED IN SECTION 25250.1 OF THE CALIFORNIA HEALTH AND SAFETY CODE) SHALL BE DISPOSED OF IN ACCORDANCE WITH ALL LOCAL, STATE, AND FEDERAL REGULATIONS FOLLOWING CONSULTATION WITH THE KERN COUNTY ENVIRONMENTAL HEALTH SERVICES DEPARTMENT /HAZARDOUS MATERIALS SECTION, STATE OF CALIFORNIA DEPARTMENT OF HEALTH SERVICES, AND THE ENVIRONMENTAL PROTECTION AGENCY. ALL USED OIL AND OTHER WASTES SHALL BE TRANSPORTED BY A REGISTERED WASTE HAULER. 18. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT FOR ANY WORK PERFORMED WITHIN EXISTING ACCEPTED STREET RIGHT -OF -WAY. UNLESS SECURED BY A SUBDIVISION AGREEMENT, SECURITY BASED ON AN APPROVED ENGINEER'S ESTIMATE FOR THE WORK PERFORMED WITHIN THE RIGHT -OF -WAY AND INSURANCE AS REQUIRED SHALL BE PROVIDED PRIOR TO ISSUANCE OF A BUILDING PERMIT. 19. IN ORDER TO COMPLY WITH NPDES REQUIREMENTS, THE CONTRACTOR SHALL FURNISH AND MAINTAIN A STORM WATER POLLUTION PREVENTION PLAN, HEREAFTER REFERRED TO AS A "SWPPP" IN ACCORDANCE WITH THE SPECIAL PROVISIONS. I ALLEY I -- c— -- tT-• Ijj o I i eon'. ii i STEP UP WALL AND FOC II �CO li NOTE: ROUGH GRADING WILL BE PERFORMED BY CITY FORCES. CITY FORCES WILL GRADE THE PROJECT TO FINISHED SUBGRADE TO WITHIN 0.10 VERTICAL FEET. THE THEME GARDEN CONTRACTOR IS TO EXCAVATE FOR ALL FOOTINGS AND FINE GRADE FOR SLAB AND CONCRETE LOCATIONS. THEME GARDEN CONTRACTOR IS TO ALSO BACKFILL AND FINE GRADE ALL FINAL EARTH SURFACES WITHIN A 5 FOOT WIDE PERIMETER OUTSIDE AND WHOLLY WITHIN THE THEME GARDEN BOUNDARIES. 5 --Am I 10 5 2.5 0 10 20 1 1( ii ii i, I! I� Ii ii ii si ii li i�a�e Iji o I I -•= it 1 PHASE A w I Z,k4' lq-1 " RECONSTRUCT APRON TO RECEIVE NEW FLOWLINE GRADE x M °ti• . _ �. -- - - - - - -- - -- - - - -EP UP WALL AND FOOTING 1 5� I t I v i \\ f 1 V i I Io tl 4 -3 3� All o d RIAN PLAZA.. 41 -o a1� N �?' U . � y r"v o N W U o 2 co UI r oco coq, �v ` co i LD o 404 27 a 'CD _ 00 c: w - O r O v U co 14- co (� Co uti co -> - o \ X IX �co a1� N �?' U . � y r"v o N W U o 2 co UI r oco coq, rn o co op co i LD o a 'CD 00 c: w - O r O v U co 14- co (� Co uti co -> - o * �co o 0 � � o CD w ;x CC la LL Lu N co 0 I- 10 v c? V �am0°a o�i co z i6 3 0 N O a QU U 3 Q m Q w z_ Q P -j _ cr v 0- 0 i ( z U z w z J cr J Q 0 � z w U Q Q w CD �-- LL U) O C/) U V SHEET NO. (mpo� 5OF21 o Z , Z �0 1Z cp 0 LLI o O v cc �< -> w w ;x la N co 0 I- 10 v c? V �am0°a o�i co z i6 3 0 N O a QU U 3 Q m Q w z_ Q P -j _ cr v 0- 0 i ( z U z w z J cr J Q 0 � z w U Q Q w CD �-- LL U) O C/) U V SHEET NO. (mpo� 5OF21 ;T-4 RAMP COBBLES - UP TO BOULDERS PLACE BOULDERS PER DETAIL 1\ �F- 1 ,7, BOULDERS TO BE TURNED TO OBTAIN MAXIMUM REVEAL rBOULDERS TO VARY IN SIZE FROM APPROXIMATELY 18" DIAMETER TO 30" DIAMETER DETAIL - TYPICAL COBBLE & BOULDER PLACEMENT Scale: 3/4"=1' -0" EXISTING WALKWAY TOOLED EDGES (-SIDEWALK TABLE OF BOULDER SIZES & SHAPES SYMBOL NO. DIAMETER SHAPE 1 1811-2111 EGG TO ROUND 2 2411-3011 ROUND 3 2411-3611 OBLONG 4 3011-3611 EGG TO ROUND 1 5 30" - 4211 EGG TO ROUND 6 2411-3011 OBLONG TO ROUND > COLORED MORTAR (AVOID COVERING AND HIDING TOP HALF OF COBBLES WITH MORTAR) V-42111 EXISTING 11-211 '--RAISED —PLANTER I RELOCATE NAI, WROUGHTIRON 1 -1 \ V) I+. 17Q, 1 MATCH TO FENCE AT EDGE T EXISTING OF WALKWAY E w C) — I CV /X\ EX STING ROCK 6w z ALKYWV� 1W I W NIEW,\ WALKWAY BOULDERS PER DETAIL �F- 1 ROCK GROUP 1 G ROCK GROUP 2 Scale: 1/8" = V-0" Scale: 1/8" = V-0" 3"SOR. OR 4" SQR. CAST POST CAP, OLDE TENT TOP STYLE, 8p FASTEN SECURE TO POST -,�--MOUNTING FLANGE, 4 PER SIDE, TOP AND BO AND EVENLY SPACED E SEE DETAIL ( N �F- 1 3"x3`X%6" STEEL TUBING LINE POST 3"x3"X3/16" STI TUBING LINE PC 4"X4"X1` STEEL TUBI GATE PC TOP OF CURB CONSTRUCT 6",' CONTINUOUS CI EXIS' ADJACENT PROPERTY GRADE FENCE PANEL #1 CANTILEVER ROLLER ASSEMBLY, 2" ROLLER WIDTH, 7" DIA. GRAPHITE IMPREGNATED NYLON ROLLER WITH ROLLER ',i ,- } \1 COVER "xXx x -'% X, 'X12" CURB NOTCH B( Ll RAIL C\1 WEI. WHEEL MUUN I I U BU 11 UM HAIL 8" OR 12" 8" LINE POST, 12" GTE POST 1 I ELEVATION END . DETAIL - FENCE POST E DETAIL - POST FOOTING (F DETAIL - GATE ROLLERS (—K-� Scale: 3/4" = V-0" Scale: 3/4" = V-0" Scale: 1-112" = V-0" 4 1'0 11 12 13 14 4"X4` GATE POSTS 8'-78 SEE DETAIL E � >1 \�,�F�-j 3'-2g5" V-421 11-211 4;4 0.) 10 FENCE PANEL #1 CANTILEVER ROLLER ASSEMBLY, 2" ROLLER WIDTH, 7" DIA. GRAPHITE IMPREGNATED NYLON ROLLER WITH ROLLER ',i ,- } \1 COVER "xXx x -'% X, 'X12" CURB NOTCH B( Ll RAIL C\1 WEI. WHEEL MUUN I I U BU 11 UM HAIL 8" OR 12" 8" LINE POST, 12" GTE POST 1 I ELEVATION END . DETAIL - FENCE POST E DETAIL - POST FOOTING (F DETAIL - GATE ROLLERS (—K-� Scale: 3/4" = V-0" Scale: 3/4" = V-0" Scale: 1-112" = V-0" 4 1'0 11 12 13 14 x\ >1 'n --,.FRP PA ELS; co ` " B ACK ED U P" 34 WITH 20 PERFOR AT E Dj"�`­` METAL"i T yp-�, FENCE PANEL #1 CANTILEVER ROLLER ASSEMBLY, 2" ROLLER WIDTH, 7" DIA. GRAPHITE IMPREGNATED NYLON ROLLER WITH ROLLER ',i ,- } \1 COVER "xXx x -'% X, 'X12" CURB NOTCH B( Ll RAIL C\1 WEI. WHEEL MUUN I I U BU 11 UM HAIL 8" OR 12" 8" LINE POST, 12" GTE POST 1 I ELEVATION END . DETAIL - FENCE POST E DETAIL - POST FOOTING (F DETAIL - GATE ROLLERS (—K-� Scale: 3/4" = V-0" Scale: 3/4" = V-0" Scale: 1-112" = V-0" 4 1'0 11 12 13 14 FENCE PANEL #1 EXIST. AL EY N 0 C/) PROVIDE GATE STOP - -- - - - - - - - - -_ --- I- - - - - - - - WALKWAY SEE DETAIL J Co U) FENCE PANEL #21 -< I XO �y) F4 o E 0 kA0 _w w CHAMFER —w 6 "X18" GATE SUPPORT SLAB 12' IN TALL\Y-NO FCH RAIL B:)LLARE 12" ROLLER GATE DETAIL -THICKENED EDGE SEE DETAIL /'D--� \WF-V Scale: 3/4"=V-0" VF-1) i`i X PLAN - SCREEN FENCE & GATE /A1 CANTILEVER ROLLER ASSEMBLY, TYP. FOR TWO SEE DETAIL (-K­'� 1�WF 1 2"x2"xj-36-" TOP RAIL OF GATE V-22"' 4'-02-1" 4'-02-"' V-621 "-221 21-411 r J. X y RPPANELS" BACKED Up "WITH 20 Gk`---- :'PERFORATE Z �NIETAL; K -5 Scale: 3/16" = V-0" 11-251 8 C\j I Xot FENCE PANEL #3 �� g. ° CL C ul j SCREEN FENCE WITH CURB zn, U) 0 a_ Co EXIST. C.L. �j FENCE AND GATE X, 6-721" 1 V-42'" 11-311 V-421" 11-211 2 11-211 00 C" W 2 -2 LS) C: Co cfl 0) C) < 2 , -- C: Zo (o a) A) a) C: 0) U) Co u0) j C? go) 0 2(o IC15 C:> 0 7 Cc 0- uj Z U- LU 0 0 R Z o C) z C: w �2 0 o) 0 101: Lu Lu Lu o co 7 L-i itIf LLLJ GATE HASPE 2 x4)qj-36-" MIDDLE RAIL OF GATE a) GATE WHEEL, SEE DE TAIL K7-'� FENCE PANEL #3 3: " SIDE >�LL - SEE DETAIL rK­'� �X4-)�1-6 ED � �F- 1 Qq § ­6 0 :E o V-6 121-011 RAILS OF GATE Q'p Z �F- 1 ED C) 1 cr�5020-2 < 0 il-- Up 17-5" ROLLER GATE FENCE PANEL #2 DETAIL SCREEN FENCE & GATE Scale: 1/2" = V-0" \,WF-1) < u- Lu Z < W U) �- 0 C < �- W /) &)- GATE FRAME o < < < SLOT IN GATE FRAME TO -i T U-1 PIVOTING STOP LATCH C) Z w Lu ACCEPT STOP LATCH w CENTER ON GATE FRAME n a- 0 w I 0- 1/4"X2" STRAP FOR 4"x4")q-36" GATE w Cl) ry- z L.L- POST OFFSET AS READ. GATE CLOSURE GUIDES 1 8xfi" CAD PLATED 8 w W EACH SIDE OF GATE x 411 x SCREWS AT 8" SPACING %co C? 2"x2"x1 4GA 2" SCH 40 STEEL BENT TUBE < 2 2 /4 1`X"X" LOCK Co PIPE, PAINT x CLAMP ROLLER 21, t ASSEMBLY TO 4"X4" -c D, 6 "X18" GATE HASPE PLATE L CZ5 L Y POST, PAINT BLACK SUPPORT SLAB C/) Lu 1 DIA. HOLES IN X w 8" DIA. FRONT GUIDE 711 1 -0 PLATE AND TOP VIEW < w w ELEVATION LOCK HASPE m F- LL DETAIL - GATE STOP J DETAIL - GATE HASPE I u- LD �4"x4"xT36-" GATE Scale: 3/4" = V-0" F-1 Scale: 1-112" V-0" 0 Co POST Y4"x3/4"x2" FLANGE, WELD Y, 'AW CAD PLATED SELF-DRILLING SELF-TAPPING 20 GA. PERFORATED STEEL �--2"xZ'x-11�'TOP TO FRAME, 4 PLACES 6 4 RAIL OF GATE SCREW W/ VANDAL PROOF HEAD SHEET, PERFS: -L "DIA. EACH SIDE OF PANEL 3 16 BACK (41%) OVER ENTIRE %.6° HOLE 20 GA. PERFORATED STEEL BACK OF FENCE PANEL IN PLASTIC SHEET, PERFS: - 32S L"DIA. @ �"MIN. 16 PANEL 4 PACING (41%) OVER ENTIRE DECORATIVE COPIT BACK OF FENCE PANEL FRP PANEL 6" DIA. X 1.75" WIDE, 5000# CAPACITY V-NOTCH WHEEL, ATTACH TO WHEEL FLANGES WITH DECORATIVE FRP PANEL 0.625" BOLT, WASHERS, Y4" HOLE I SPACERS AND NUTS PLASTIC #18x8" CAD PLATED PANEL SELF-DRILLING, SELF-TAPPING SCREW W/ V-NOTCH RAIL, VANDAL PROOF HEAD AND GALVANIZED ATTACH RUBBER WASHER, 8" TO CONCRETE WITH 1/4" CONCRETE EXPANSION SPACING ANCHORS AT 18" O.C. \, SHEET NO. 2"x2"TUBE POST DETAIL rN� 2"x2"x1 4GA. TUBE ATTACHMENTS AT SIDE RAILS & POSTS Scale: 3" 77-C)" \\WF-1) ATTACHMENT AT MID RAILS 0 6 OF 21 76 18 1,9 )o 21 22 23 24 )6 2. 29 Jo x\ >1 FENCE PANEL #1 EXIST. AL EY N 0 C/) PROVIDE GATE STOP - -- - - - - - - - - -_ --- I- - - - - - - - WALKWAY SEE DETAIL J Co U) FENCE PANEL #21 -< I XO �y) F4 o E 0 kA0 _w w CHAMFER —w 6 "X18" GATE SUPPORT SLAB 12' IN TALL\Y-NO FCH RAIL B:)LLARE 12" ROLLER GATE DETAIL -THICKENED EDGE SEE DETAIL /'D--� \WF-V Scale: 3/4"=V-0" VF-1) i`i X PLAN - SCREEN FENCE & GATE /A1 CANTILEVER ROLLER ASSEMBLY, TYP. FOR TWO SEE DETAIL (-K­'� 1�WF 1 2"x2"xj-36-" TOP RAIL OF GATE V-22"' 4'-02-1" 4'-02-"' V-621 "-221 21-411 r J. X y RPPANELS" BACKED Up "WITH 20 Gk`---- :'PERFORATE Z �NIETAL; K -5 Scale: 3/16" = V-0" 11-251 8 C\j I Xot FENCE PANEL #3 �� g. ° CL C ul j SCREEN FENCE WITH CURB zn, U) 0 a_ Co EXIST. C.L. �j FENCE AND GATE X, 6-721" 1 V-42'" 11-311 V-421" 11-211 2 11-211 00 C" W 2 -2 LS) C: Co cfl 0) C) < 2 , -- C: Zo (o a) A) a) C: 0) U) Co u0) j C? go) 0 2(o IC15 C:> 0 7 Cc 0- uj Z U- LU 0 0 R Z o C) z C: w �2 0 o) 0 101: Lu Lu Lu o co 7 L-i itIf LLLJ GATE HASPE 2 x4)qj-36-" MIDDLE RAIL OF GATE a) GATE WHEEL, SEE DE TAIL K7-'� FENCE PANEL #3 3: " SIDE >�LL - SEE DETAIL rK­'� �X4-)�1-6 ED � �F- 1 Qq § ­6 0 :E o V-6 121-011 RAILS OF GATE Q'p Z �F- 1 ED C) 1 cr�5020-2 < 0 il-- Up 17-5" ROLLER GATE FENCE PANEL #2 DETAIL SCREEN FENCE & GATE Scale: 1/2" = V-0" \,WF-1) < u- Lu Z < W U) �- 0 C < �- W /) &)- GATE FRAME o < < < SLOT IN GATE FRAME TO -i T U-1 PIVOTING STOP LATCH C) Z w Lu ACCEPT STOP LATCH w CENTER ON GATE FRAME n a- 0 w I 0- 1/4"X2" STRAP FOR 4"x4")q-36" GATE w Cl) ry- z L.L- POST OFFSET AS READ. GATE CLOSURE GUIDES 1 8xfi" CAD PLATED 8 w W EACH SIDE OF GATE x 411 x SCREWS AT 8" SPACING %co C? 2"x2"x1 4GA 2" SCH 40 STEEL BENT TUBE < 2 2 /4 1`X"X" LOCK Co PIPE, PAINT x CLAMP ROLLER 21, t ASSEMBLY TO 4"X4" -c D, 6 "X18" GATE HASPE PLATE L CZ5 L Y POST, PAINT BLACK SUPPORT SLAB C/) Lu 1 DIA. HOLES IN X w 8" DIA. FRONT GUIDE 711 1 -0 PLATE AND TOP VIEW < w w ELEVATION LOCK HASPE m F- LL DETAIL - GATE STOP J DETAIL - GATE HASPE I u- LD �4"x4"xT36-" GATE Scale: 3/4" = V-0" F-1 Scale: 1-112" V-0" 0 Co POST Y4"x3/4"x2" FLANGE, WELD Y, 'AW CAD PLATED SELF-DRILLING SELF-TAPPING 20 GA. PERFORATED STEEL �--2"xZ'x-11�'TOP TO FRAME, 4 PLACES 6 4 RAIL OF GATE SCREW W/ VANDAL PROOF HEAD SHEET, PERFS: -L "DIA. EACH SIDE OF PANEL 3 16 BACK (41%) OVER ENTIRE %.6° HOLE 20 GA. PERFORATED STEEL BACK OF FENCE PANEL IN PLASTIC SHEET, PERFS: - 32S L"DIA. @ �"MIN. 16 PANEL 4 PACING (41%) OVER ENTIRE DECORATIVE COPIT BACK OF FENCE PANEL FRP PANEL 6" DIA. X 1.75" WIDE, 5000# CAPACITY V-NOTCH WHEEL, ATTACH TO WHEEL FLANGES WITH DECORATIVE FRP PANEL 0.625" BOLT, WASHERS, Y4" HOLE I SPACERS AND NUTS PLASTIC #18x8" CAD PLATED PANEL SELF-DRILLING, SELF-TAPPING SCREW W/ V-NOTCH RAIL, VANDAL PROOF HEAD AND GALVANIZED ATTACH RUBBER WASHER, 8" TO CONCRETE WITH 1/4" CONCRETE EXPANSION SPACING ANCHORS AT 18" O.C. \, SHEET NO. 2"x2"TUBE POST DETAIL rN� 2"x2"x1 4GA. TUBE ATTACHMENTS AT SIDE RAILS & POSTS Scale: 3" 77-C)" \\WF-1) ATTACHMENT AT MID RAILS 0 6 OF 21 76 18 1,9 )o 21 22 23 24 )6 2. 29 Jo PARK BENCH PER DETAIL r_B_'� LIGHTED BOLLARD PER DETAIL H) DT-1 J (BY CITY) DETAIL - BENCH & BOLLARD PLACEMENT Scale: 1/4" = V-0" C14 C14 L a n d s c a p e f o r m s 431 LAWNDALE AVE, PHX: 800-521-2546 KALAMZM, NI 49048 FAX,. 269-381-3455 TITLEI PRESIDIG STRAIGHT FLAT 4 SEAT UNIT DESIGN PRESIDM PATENT,. D-33,627 n 91-1/2- 1 /2" TYP SPACING 6" TOP OF CURB ELEV. PER GRADING PLAN ADJACENT EXISTING CONCRETE EDGE OR EARTH C) FINISHED GRADE - -- -= - - - - - - - ,Ell 1/2" EXPANSION -E1 I Ed I I I 1E JOINT MATERIAL Fil —1 REQUIRED FOR 1 6 CONCRETE EDGE INTERFACE DETAIL -CURB Scale: 1 1/2 =1' -0" 11-1/2"SURFACE MOUNT 2P-61) TOP VIEW 2-1/2" DIA --- TUBE SUPPORT SIDE VIEW 92'9 (BY CITY) DETAIL - PARK BENCH, Scale: 3/4" = V-0" MINIMUM 4" CONCRETE PAD SIZE WHEN RECEPTACLE IS ISOLATED FROM PLAZA SURFACE SPUN Tr" GRID DOOR DOOR OPENI BOTTOM VIEW 1-1/4" DIA TUBE FRAMI ANCHOR WITH 3/8"X4" S.S. EXPANSION ANCHORS 5/8" DIA SOLID ROD SEAT INSERT 12 3/4- 4"x4"x3/1611 STRUCTURAL TUBE, POWDER COATED 'ACE MOUNT PLATE WITH THREE 9/16" HOLES UNDER COVER PLATE. ANCHOR WITH 3/8-X4" S.S. EXPANSION ANCHORS 10' MIN. 3000 PSI CONCRETE COLOR AND 1/2" EXPANSION TEXTURE PER LEGEND, PROVIDE JOINT MATERIAL EXPANSION JOINTS AT 60' MIN. SEE DETAILKIP� TOP OF 1 % MIN. 2% TYP. SIDEWALK/PLAZA 7- 7 7�1 =,,1__ 7-7 5 COMPACT 6" OF SUBGRADE TO 90% OF MAX. REL. DENSITY DETAIL - SIDEWALK Scale: 1/2 =1' -0" %.J 114 ka IFA L_ I L_ FOOTING V-0" DIA. SIDE VIEW 1/4"x1 S.S. BUTTON TOP, VANDAL 2-0" NET RESISTANT SCREWS, 4 EQUAL SPACED ON EACH SIDE NEATLY CAULK TOP OF JOINT TOP OF SIDEWALK CONTINUOUS "O" -RING GASKET 2"x2"x3/16" STEEL ANGLE FRAME, POWDER COATED 1/4" PLEXIGLASS PLAQUE, FURNISHED BY CITY FOR CONTRACTOR'S INSTALLATION 5/16"x3/4" WELD NUTS TO SLOTS FOR PLATE TO MATCH SCREWS SCREW SPACING 4"x4"x3/16" 1/4" PLATE STRUCTURAL TUBE, POWDER COATED (BY CITY) DETAIL -PLAQUE MOUNT FRONT VIEW Scale: 3" = V-0" PROVIDE 2"x30"x30" STEPPING STONE AT BUCHEON, WAKAYAMA, CIXI, AND AMRITSAR (BY CITY) :TAIL GARDEN FEATURE PLAQUE rK"*),, Scale: 1" = V-0" 5. ill 88 14 2" STD PIPE WELDED TO BOTTOM OF BASE PLATE 3/4"X1 -5/8" SLOT IN TOP PLATE, 2 EA. 7/16" HOLES IN BASE PLATE, CENTERED ON HASPE POSITION - RELIANCE FOUNDRY CO. R7589 DUCTILE IRON BOLLARD -1 "X32"FASTENING ROD, NUTS AND WASHERS FROM BOLLARD MANUFACTURER 4.500" OD SCH 40 STEEL PIPE. RUNS TO BOTTOM OF 5" PIPE 0 CV SEE DETAIL G 3/8" TOP PLATE CONTRACTOR'S OPTION TO REMOVE, SALVAGE AND REUSE EXIST. STEEL 5/8" BASE PLATE FABRICATED BASE. REMOVE ALL CONCRETE AND RESET WITH NEW REBAR 1 1 - 'Sol- is 3/8" TOP PLATE 4 444BARS WITH W #3 5/16" STEEL 11 HOOPS 5/8" BASE ROD BENT (0 11111, -1 FOR HASPE PLATE CIQ �4 1 5.563" OD SCH 80 STEEL PIPE SLEEVE D PANEL Ih, C\j t 1 /--CONCRETE BASE Y, 0-of rIN LANDSCAPEFORMS DESIGN GROUP: PLEXUS DESCRIPTION: 20- FREESTANDING/SURFACE MOUNT TOP OPENING LITTER BY CITY) DETAIL - TRXSH RECEPTACLE Scale: 1 T-0" SLOT ON EACH SIDE 1/4"X 21" DIA. PLATE OF PIPE (2 RQD.) FOR 2 2-1/2" SCH 40 WRENCH ACCESS 2" EACH SLOT Y C STEEL nr:TAII - PnI I AQ(BnAQDG AN i n Q A (z rz HASPE RECESPIPE FOR S Scale: 3" = V-0" 1/4" BOTTOM PLATE -0" DIA SECTION ALL FABRICATED STEEL ITEMS TO BE HOT DIPPED GALVANIZED DETAIL - REMOVABLE BOLLARD rF_-� (BY CITY) Scale: 1" = 1'-0" 14'5 1'6 18 1 91, HEAD MODULE OP OPENING SYSTEM SYSTEM M 0 g V) 0) m TWIST -LOCK OPENING SYSTEM BASESE U MOD LE Cyclone Lighting LED Bollard: CBM1210-5-LAC-50*-QT1208-S1-RAL9005TX LIGHTED BOLLARD 03" ANCHOR PLATE 3/8" ANCHORS x q_ 12" GALV. 2 NUTS AND WASHERS EACH I LIGHT BOLLARD 4* LEVEL GROUT COURSE SIDEWALK 76 C4 TOP OF z ul SIDEWALK/PLAZA ------------ —L 112" EXPANSION JOINT MATERIAL DETAIL - EXPANSION JOINT rE� Scale: 1 112" =11 -0" Al - n" Cyclone Lighting LED Luminaire: CP2620-FIAP-RS3-LAC-100"-QT/208.SI.SCTX Type: Bracket: M113-C:2-T15-RAL9005TX Type: Pole: PD15-12-SA-BD54-RAL9005TX-OPS Option: BAI 524APID2-SCTX LIGHT STANDARD AND LUMINARIES (BY CITY) QJ11 1/2" ANCHOR PLATE 3/4" ANCHORS x 24" GALV. 2 NUTS AND WASHERS EACH LIGHT STD 12" TO WALL EDGE 4" LEVEL GROUT COURSE OR SIDEWALK EDGE i% SIDEWALK f 0M01 7 M 00 - I A co 4-#3 BARS CONDUIT AS REQ'D OR #3 SQUARE TIE 2500 PSI 24" SQUARE 6-0 BARS S RE 1" PVC CONDUITS CONCRETE OR ROUND 2 CONDUITS I< r 1 EQUALLY SPACED NEEDED FOR 400OPSI 44� BOLLARDS IN -` 4 CONCRETE SERIES #3 HOOPS-4 REQ'D FOUNDATION. 24"0 EQUALLY SPACED (BY CITY) (BY CITY) FOUNDATION DETAIL - LIGHTED BOLLARD (_H DETAIL - LIGHT STANDARD Scale: 1/2" = 1' -0" 7 Scale: 1/2" = V-0" 22 23 24 29 la co -2 C: q)? co co, -d(.0 2 !� u- c- I -5 CO Lu CO co w y CO C? '0 2 cfl C6 C:, 0 0 uj u_ ui o 0 r- ZV 0 0 Z C: LLJ uj> a) i uj N ci z U - o C'D Q < 8 0 :�, 6 3c:: ., E z 1 j [2 5 0 _T 0 1 < 0 Ir < a_ C0 Cr < W (f) w Z < w a_ _j w < w I— Cc W C) W 0 -J n 0C 75 2 < w 0 c) _j LL C/) cr 0 < Y 0- < W m 1— LL CJ) 0 Cf) 0 I / kzle Z SHEET NO. BUD�l 7 OF 21 0 u; 14' -0" N T o� 0 T CIO w or > T7 Z J O OD Y- xl �I NO WELD SLOT % "x3 -1/$' SLOT CENTERED ON COLUMN TO RECEIVE PLATE ON KNEE BRACE PLAN 2 "X6 "X1/8" STRUCTURE TUBING TRELLIS, CLOSE ENDS 4 "X6 "X1/8" STRUCTURAL TUBING BEAMS, CLOSE ENDS 2 "X2 "X1/8" TUBING KNEE BRACE SEE DETAIL B DT -2 COLUMN BASE COVER SEE DETAIL rD� 12 "X12 "X3/4" COLUMN BASE PLATE SEE DETAIL F DT -2 -COLUMN FOOTING SEE DETAIL %H� I ( , I r' FRONT ELEVATION TYR J 0 X_ C.0I xl ,, � 05; SIDEWALK DETAIL - TRELLIS Scale: 1/2" = V -0" *REFER TO SHEET SP -2 2 "X6 "X1/8" STRUCTURE TUBING TRELLIS, CLOSE ENDS V TYP. L11i 1 /2 "x3 "x2 -1 /2" END PLATE r" 2 "X2 "X1/8" TUBING KNEE 9r' E BRACE, ROLL ON RADIUS �1 1/2 "x3"x3" END PLATE NO WELD DETAIL - KNEE BRACE, 1/4 BEND Scale: 1 -1/2" = V -0" DLUMN, TYP. 4 "X6 "X1/8" PURLINS, TYP. 10 "X10 "X1/2" COLUMN CAP PLATE SEE DETAIL % E_'� DT -2 COLUMN CAP COVER SEE DETAIL D DT -2 6 "X6 "X1 /8" STRUCTURAL TUBING COLUMNS co T n n 1' -0" 12-0" 10' -0" u -u u u u u u u u u u u U z 2' DIA. PLANTER m PARK BENCH PER DETAIL B DT -1 DETAIL - TRELLIS LAYOUT I Scale: 1/4" = V -0" DT- END ELEVATION 2 "X6 "X1/8" STRUCTURE TUBING TRELLIS, CLOSE ENDS I � , I I ( 2' -611 i ( I T� Q� 1 TYP. _ SLOT { I 1/2 "x3 "x3" END PLATE 2 "X2 "X1/8" TUBING KNEE BRACE, ROLL ON RADIUS 5/8 "x3 -1/8" SLOT CENTERED ON COLUMN TO RECEIVE PLATE ON KNEE BRACE DETAIL - KNEE BRACE, 1/2 BEND C Scale: 1 -1/2" = V -0" 10 11 12 13 14 "Xl /tt" 5I Huu I UHt ING, CLOSE ENDS 'X1/8" STRUCTURE TUBING 3LINS AT 2 LOCATIONS 2 "X1/8" TUBING KNEE \CE, EACH END DETAIL C DT -2 N RICO T ------- T- - - - - -- TIN 1 4„ 1„ 4 68 4 CAP 411 61 1 SQR. 311 r= {N � I *=1�t T_ — — — ( — — — N I 1.. , 8 I , o IT 11" iQR. 4" SQR. BASE DETAIL - COLUMN COVERS Scale: 3" = V -0" i`7 1 LIGHTED BOLLARD PER DETAIL H DT-1 0 T 10" 111 41, 4„ 1 3/4" PLATE 5/8" HOLE, 4 PLACES DETAIL - CAP PLATE E Scale: 1 -1/2" = 1' -0" DT -2 1�F 81 4 2 4 ��� - -- y. 1" HOLE, 4 `rte __L- PLACES 4r ' r ��_ _10c", 'I *- 0 { I I I � I I -j-s ___ I `\ i - - -- E - I 3/4" PLATE 0011 �• Jr f,�f DETAIL -BASE PLATE F Scale: 1 -1/2" = V -0" �T- TYP. MITERED CORNERS 1/4" ALLEN SET SCREW, 2 PLACES 1/4" ALLEN SET SCREW, 2 PLACES - 1/411 STOCK TYP. MITERED CORNERS 1/8" SHEET STOCK, BEND CORNERS, WELD SEAM ON ONE CORNER I J w J W W O w Q yia bps' o 43 CL U- u'S O Li 0 z T (. CV DETAIL'- FOUNDATIUN Scale: 1-1/2" = V -0" vuEl�s � - any 8 OF 21 TD I r Cm , , m 0 I � LC KEYHOLES CUT IN BOTTOM OF BEAM co FOR RECEIVING AND HOLDING 1/2" I = CARRIAGE BOLTS 1--L - - - -1 i ttS '0 m I , I 4 I r N LLJ L-- -I - - -J T _ > �, U � m 1 " 8" 1 " 4 "X6 "X1 /8" BEAM CP ia ut] � a? o cn c O � TOP VIEW r °- j I I j 0 o CC a m i o I 4 "X6 "X1 /8" BEAM ' uj K 1 u- o I jo 0 Z � 4" I 4" 1/2" CARRIAGE o a a BOLTS WITH o a WASHER &NUT, i " Lu a 4 PLACES j I jo Q I 1/211 CAP PLATE r -_, - -= SEE DETAIL E N COLUMN CAP COVER 4) SEE DETAIL D I �" p Q o Co �- DT` o I co a Ip 1Q U O i- U m [] o SIDE IEW Y rr r-% r--r_ A I, r% r- A w e A TT A n I I h A 1- K I T n d O Li 0 z T (. CV DETAIL'- FOUNDATIUN Scale: 1-1/2" = V -0" vuEl�s � - any 8 OF 21 HSS 2X2X1 V-96" OC 8GA. STEE 3j" STD. PIPE L12X22X$ i #12X3/4" CADMIUM SELF DRILLING ' --- SELF TAPPING SCREWS TAMPER CONCRETE FOOTING EACH POST 32' STD. PIPE RESISTANT, PAINT BLACK AFTER T INSTALL I ( ,� , `.� HSS 2X2X11 GA. FULL FRAME, FULL -� .\ Co WELD ALL CORNERS, GRIND SMOOTH 4�I 1a 4 u �— - - - - - - - -- - I , I - - - - - - - - —1- -N - - �- L_ __J I L_ _J ` J � 1 Co HSS 2X2X11GA. TYP. I 21@91 OC `�_-�__�- AMRITSAR - FENCE PARTIAL PLAN A r2OO' D ETAI L C Scale: 1-1/2" = 1' -0" DT -3 Scale: 3" = 1' -0" DT -4 32' STD. PIPE )3. U + -:)CO 38 °56' ,8„ e 13 CP ,A 4" 1g 6' -1$" TYP PANEL, 5' -9" AT ENTRY 1 ¢ 8,2 °56' 5' -85" TYP PANEL, 5' -42' AT ENTRY 51 055' L1 �X22X$ *-`IN $ - r 2X2X7GA. WELDED WIRE 8a" r.— + 1 8GA. STEEL PLATE, PLASMA p I' MESH, FULL PANEL, CENTER 8 23„ 1jr CUT TO PATTERN SHOWN SPACING ON DESIGN 4 #12X3/4" CADMIUM SELF I DRILLING SELF TAPPING I � ' I r SCREWS TAMPER RESISTANT + I I I ao + All N� o r i + I 2X2X GA. WELDED WIRE j t ! I EVERY OTHER WIRE, -ULL PERIMETER) ' I SECTION D i I Scale: 3' = 1' -0" I I , I I #4 BAR AT 3" COVER FROM BOTTOM ' AND CENTERED IN CROSS - SECTION, I I 1 CONTINUE AROUND POSTS I I Lo �" s r ( to Co DETAIL - SILHOUETTE G Co ' Scale: 3" = 1' -0" DT-4 a r I I ' I CAST STONE PLANTER, "HELLER HOUSE GARDEN DRILL HOLE IN PLANTER PLANTER ", MEDIUM SIZE, FOR 3/4" SCH 40 PVC PIPE, LIMESTONE, BY THE GARDEN SEAL SIDES OF PIPE WITH STORE, #NFLWHV -f _ _ SILICON CAULK. ji i I 1 00 _ --- - - - - -1 I ----------^------------------- ----------------------- -- - - - - -- ' 1 I ----- - - - -^I —' — -r--- - - - - -- 1 1 r— I I I I 1 #4 BAR AT 3" COVER FROM BOTTOM i i r `��+�\\ AND CENTERED IN CROSS - SECTION, r ' ' CONTINUE AROUND POSTS T + 41" 8 + 2.. v N I I I " i i I i FOUNDATION LINE ' NOTE: 8 DEPTH OF CURB IS MINIMUM. GREATER DEPTH IS REQUIRED AT LOCATIONS ADJACENT I I -- TO CONCRETE ITEMS. A MINIMUM OF GROUT POSTS INTO PLACE _ ^ - - i 4" OF DEPTH INTO SUBGRADE IS I I 2' -4" ` - --- - - -- - -J REQUIRED WHERE CURB IS BLOCK -OUT OR CORE DRILL _ __ ___ 1. ' REVEALED MORE THAN 4 ". - i PLAN -PLANTER K Scale: 3/4" = V -0" DT -4 5-131A, Scale: CIT1� DETAIL -SECTION E AMRITSAR - FENCE DETAIL B V- 0 "DIA. 21 -911 Scale: 1 -1/2 — 1 -0 DT -4 Scale: 1 -1/2 — 1 _ o '1 QT -3 CAST STONE PLANTER, � , "HELLER HOUSE GARDEN PRECAST PILASTER CAP, PLANTER ", MEDIUM SIZE, ©� i ' LIMESTONE, BY THE GARDEN SANSTONE DESIGNS, INC. #CAP -46 V -4 "SQR STORE, #NFLWHV -f MORTAR PRECAST PILASTER CAP TO NEATLY EPDXY PLANTER TO MORTAR PRECAST CONCRETE CAP PRECAST CONCRETE PILASTER TOP, SANSTONE TOP OF PEDESTAL IN PLACE, SANDSTONE DESIGNS, WALL CAP, SANDSTONE + DESIGNS, INC. #CAP -46 INC. #WC38 DESIGNS, INC. #WC38 3/4" PVC PIPE FOR DRAIN AND I SPAGHETTI IRRIGATION HOSE FEED " PLANTER SOIL TO BE 6 "X8 "X16" CONCRETE CLEAN OF DEBRIS AND MASONRY BLOCK WHITE r 4- #4 BARS IN PILASTER, 6 "X8HITE CONCRETE MASONRY CONCRETE COMBED FACE, ORCO BLOCK SOLID GROUT PILASTER HOOK BOTTOM BLOCK, WHITE COMBED FACE, ORCO CO. LAY IN STACK BOND . BLOCK CO. LAY IN STACK BOND FINISH GRADE REFER TO '`' " 16 "X8 "X16" CONCRETE + ,x . ";•,; _ .a CONSTRUCT CONCRETE GRADING PLAN = : -:� �.:b ,: °> ���u� �..: MASONRY COLUMN UNITS, #3 STIRRUP I 1 :. PEDESTAL, EXPOSED '' SOLID GROUT FULL ., HEIGHT 4- #4 BARS IN AGGREGATE FINISH ON 4 SIDES °ra._.;�.:: , ORCO BLOCK CO. , SOLID GROUT WALL 6" r {E': WHITE, BURNISHED FINISH PILASTER, HOOK , 1 #4 CONTINUOUS BOND BEAM ',,L BOTTOM 1 �y: #3 STIRRUPS �I a ' CO 3i CHAMFERS ALL EDGES t . , , �` FINISH GRADE REFER TO I r k r .r.. a ° ASPHALTIC SEALANT PER CITY OF GRADING PLAN `� %" EXPANSION JOINT MATERIAL N ,a. I C . . BAKERSFIELD STANDARDS >` f �._ FINISH GRADE REFER TO 3' WHERE SIDEWALK MEETS WALL 16 X8 X16 CONCRETE I 1 #} GRADING PLAN 1 I ur:. VOID VERTICAL MORTAR FIRST MASONRY COLUMN UNITS, COURSE FOR DRAINAGE SOLID GROUT FULL HEIGHT, ORCO BLOCK CO. WHITE, #4 @ 24" VERTS ON RUN OF I ; BURNISHED FINISH °0 WALL, HOOK BOTTOM PROVIDE GRAVEL ENVELOPE ___ -- 4- #4 BARS #4 @ 24" HORIZONTALS 11 i " 1 1 " 1 1 " i II r " r I " 1 1 " , I " 1 l , " i " I 1 I 11 cp v N I I I " i i I i FOUNDATION LINE ' NOTE: 8 DEPTH OF CURB IS MINIMUM. GREATER DEPTH IS REQUIRED AT LOCATIONS ADJACENT I I -- TO CONCRETE ITEMS. A MINIMUM OF GROUT POSTS INTO PLACE _ ^ - - i 4" OF DEPTH INTO SUBGRADE IS I I 2' -4" ` - --- - - -- - -J REQUIRED WHERE CURB IS BLOCK -OUT OR CORE DRILL _ __ ___ 1. ' REVEALED MORE THAN 4 ". - i PLAN -PLANTER K Scale: 3/4" = V -0" DT -4 5-131A, Scale: CIT1� DETAIL -SECTION E AMRITSAR - FENCE DETAIL B V- 0 "DIA. 21 -911 Scale: 1 -1/2 — 1 -0 DT -4 Scale: 1 -1/2 — 1 _ o '1 QT -3 CAST STONE PLANTER, � , "HELLER HOUSE GARDEN PRECAST PILASTER CAP, PLANTER ", MEDIUM SIZE, ©� i ' LIMESTONE, BY THE GARDEN SANSTONE DESIGNS, INC. #CAP -46 V -4 "SQR STORE, #NFLWHV -f MORTAR PRECAST PILASTER CAP TO NEATLY EPDXY PLANTER TO MORTAR PRECAST CONCRETE CAP PRECAST CONCRETE PILASTER TOP, SANSTONE TOP OF PEDESTAL IN PLACE, SANDSTONE DESIGNS, WALL CAP, SANDSTONE + DESIGNS, INC. #CAP -46 INC. #WC38 DESIGNS, INC. #WC38 3/4" PVC PIPE FOR DRAIN AND I SPAGHETTI IRRIGATION HOSE FEED " PLANTER SOIL TO BE 6 "X8 "X16" CONCRETE CLEAN OF DEBRIS AND MASONRY BLOCK WHITE r 4- #4 BARS IN PILASTER, 6 "X8HITE CONCRETE MASONRY CONCRETE COMBED FACE, ORCO BLOCK SOLID GROUT PILASTER HOOK BOTTOM BLOCK, WHITE COMBED FACE, ORCO CO. LAY IN STACK BOND . BLOCK CO. LAY IN STACK BOND FINISH GRADE REFER TO '`' " 16 "X8 "X16" CONCRETE + ,x . ";•,; _ .a CONSTRUCT CONCRETE GRADING PLAN = : -:� �.:b ,: °> ���u� �..: MASONRY COLUMN UNITS, #3 STIRRUP I 1 :. PEDESTAL, EXPOSED '' SOLID GROUT FULL ., HEIGHT 4- #4 BARS IN AGGREGATE FINISH ON 4 SIDES °ra._.;�.:: , ORCO BLOCK CO. , SOLID GROUT WALL 6" r {E': WHITE, BURNISHED FINISH PILASTER, HOOK , 1 #4 CONTINUOUS BOND BEAM ',,L BOTTOM 1 �y: #3 STIRRUPS �I a ' CO 3i CHAMFERS ALL EDGES t . , , �` FINISH GRADE REFER TO I r k r .r.. a ° ASPHALTIC SEALANT PER CITY OF GRADING PLAN `� %" EXPANSION JOINT MATERIAL N ,a. I C . . BAKERSFIELD STANDARDS >` f �._ FINISH GRADE REFER TO 3' WHERE SIDEWALK MEETS WALL 16 X8 X16 CONCRETE I 1 #} GRADING PLAN 1 I ur:. VOID VERTICAL MORTAR FIRST MASONRY COLUMN UNITS, COURSE FOR DRAINAGE SOLID GROUT FULL HEIGHT, ORCO BLOCK CO. WHITE, #4 @ 24" VERTS ON RUN OF I ; BURNISHED FINISH °0 WALL, HOOK BOTTOM PROVIDE GRAVEL ENVELOPE ___ -- 4- #4 BARS #4 @ 24" HORIZONTALS 11 i " 1 1 " 1 1 " i II r " r I " 1 1 " , I " 1 1 I " i " I r 1,1 t CV 1= BARS #4 ----__ „ -- 3 #4 BARS @ 12" MAX, 4- 1' -8" REINFORCED CONTINUOUS 2 _4 1 CF OF DRAIN CONCRETE FOOTING (RY r lTY) , GRAVEL. SECTION - PLANTER WALL H ELEVATION - PLANTER WALL r I SECTION - PILASTER J Scale: 3/4" = V -0" DT -4 Scale: 314" = 1' -0" DT-4 Scale: 3/4" = 7' -0" DT -4 4 5 6 3 1'2 1'3 y I - Scale: 3/4" = 1' -0" 2�3 2�4 35 026 LL 3 $ N o O \ w cr +I o c1► i z `��.. r "ell C: o CD Mw I,- (o I DETAIL - LOTUS F 1� u- Scale: HALF SIZE DT -4 a m Co W C0 C) cv '� rn co Co ' 0 00 0. � \L I Y Q ate, I ° LU o Iz, i O c ,Z °Q !Z'o LLI (o ICE w� ' w cr R4 z rn 1 a{ i ij N I r � �- 64 °46' m tLL o T' � 0 Z �, N -_ ns ¢ 1' 4) � O lw o 1 a ° a LL 0,0 108°55' rr Q —j Q C rr m ~ < W 0 4" Z Q WI () z .1 W Q _J Lt1 z (D � w LL Q w z m W c LL U) U O U) U � Q too SHEET NO. ALL ITEMS DESCRIBED HEREON ARE TO BE CONSTRUCTED BY THE THEME GARDEN CONTRACTOR UNLESS OTHERWISE STATED.; g OF 21 fl. - �ti/ lj 711 r— W T Y- T T 1 T v Eo 111-101, 51 -411 51 -411 711 1/4" PLATE- - 3" STD. PIPE - 16 - 5/8" DIA. Hi EVEN SPACED WIT BOLT & WASHLH STEEL SOLID BALL, - WAGNER COMPANIES 101 OHRPO- SD�B110� I { 14 GA. STEEL TRUNCATED PYRAMID, WELD CORNERS AND GRIND SMOOTH STEEL HOLLOW SPHERE, - WAGNER COMPANIES 1010HRPO -4150 2" STD. PIPE STEEL HOLLOW SPHERE, WAGNER COMPANIES 101 OHRPO -4180 3 STD. PIPE 6 - 5/8" DIA. HOLES, WITH 1/2" BOLT & WASHER V -2111 7 3/8" PLATE ---� _ Rya r 3" STD. PIPE M _ `LSO 34 141 T- 2 TOP STEEL SOLID BALL, SON" y+ WAGNER COMPANIES �� 1010HRPO- SDB110 2 "SQR 2'SOR ' 14 GA. STEEL 43" 1'- 11 "lYP 21-32' 211 DIA. BALL CAST 2' -10" 8 "X8 "X3/16" STRUCTURAL �� si. 4 STEEL CAP, SPOT '''O [ WELD TO POST 3 "X3 "X3/36" STEEL TUBING COLUMN o c• ,�'rj �o f 1 -3/4" MOLDED ''- t TUBING POST � °° STEEL COVER RAIL U- N "' c' 1 -3/4" MOLDED s z " Lu 1 " 14GA. SQR. — ' CL "' STEEL COVER RAIL TUBING TOP RAIL !� N col li/'r� TOP RAIL A T- FLANGE 811 C -C I ` w DRILL AND TAP FOR 1/4" cr_ ' i SCREWS, ALL FLANGES i `ww C,' I 'PLATE Q 6, -1 1" 14GA. SQR. 5/16" DIA. TUBING TOP RAIL ,, '+ , ��, © , COUNTER - � w 3/4" 16GA. SQR. SUNK HOLES 111 `I Q TUBING PICKETS C? 211' �yP U RAFTER 2 p�2 6 <' Co I M TOP RAIL FLANGE 3/8 "X1 -1/2" STEEL (HALF SIZE m' vzN U BOTTOM RAIL ) � Co o� 3/8 "X1 -1/2" STEEL °1 co CLOSE END - GROUT POST IN BOTTOM RAIL , a PLACE %I i� C: 2' -6511 - m 2' -2511 8 ANGLE CUT TOE 8 MATCH BEAM T Ir- , , �c o TRUNCATED PYRAMID, - -- _ - - -- 2 "SQR T_ 2 "X4 "X1l8" STR CTURAL -` ' , , , r - _ -- ,'`- WELD CORNERS AND 2 SQR } , , i 1 m 0�, GRIND SMOOTH STEEL HOLLOW -� SPHERE, WAGNER COMPANIES 1010HRPO -4190 3" STD. PIPE �5'j"EM ��--_T =� I I 1 1 f I i 1 �` ra i I 1 f f ` I I , f I y ----- - - - - -- -- - - _._.�. _ ---- - - - - -- ; SHADE SAIL CENTER MOUNT` SEE DETAIL Kp \"�\ T -5 jj S -18,1 - `, Try' -00 ' 4 i i 1 � I I � I ' f I 0 ' � 1 I i i i 1 - ,„�E SAIL CORNER MOUNT SEE DETAIL g NOTE; DIMENSIONS SHOWN ARE TO T -5 CENTER POINTS OF DRILLED HOLES FOR PLAN - SHADE SAILS A SHACKLES Scale: 3/4" = V -0" DT -5 REFER TO THE SPECIFICATIONS FOR REQUIREMENTS FOR THE SHADE SAILS, CABLES AND MOUNTING HARDWARE. f f i i CV& i 1/211 PLATE '----,,. SHADE SAIL SIDE MOUNT SEE DETAIL T -5 t CLCVM I IVIN - 0r1tiLJC 01-MI-Of 0 Scale: 3/4" = V -0" DT -5 TOP VIEW 411 3/8" S.S. SHACKLE FOR SHADE SAIL MOUNT \— 2 "X6" BEAM 3/8" S.S. SHACKLE =OR SHADE SAIL MOUNT HOLE SIZE AS REQUIRED TO PASS SHACKLE 1/2" PLATE SIDE VIEW DETAIL CORNER MOUNT B Scale: 3" = V -0" DT -5 NOTE; DIMENSIONS SHOWN ARE TO CENTER POINTS OF DRILLED HOLES FOR SHACKLES SHADE SAIL SIDE MOUNT SEE DETAIL �C T -5 �a11 CORNER MOUNT SEE DETAIL g T- G 12 ? 8 "X8" WOOD COLUMN 5/8" CARRIAGE BOLT, — WASHER AND NUT _ 8 X8 1 X3/8 STRUCTURAL TUBING COLUMN SLEEVE MORTAR ROCK -- VENEER TO COLUMN 445 BARS 444 BAR HOOPS, — EVEN SPACED ENSURE SPACE IS DRY PRIOR TO PLACEMENT OF WOOD COLUMN CONCRETE FILLED FOOTING, ALL COLUMNS 1/2 11 EXPANSION JOINT MATERIAL, NEATLY CAULK AT SURFACE 445 BARS EW -EF Lo 00 , , Y= 00 3/8" S.S. SHACKLES FOR SHADE SAIL MOUNT 0 TOP VIEW 2 "X6" BEAM 5" SIDE VIEW DETAIL SIDE MOUNT C Scale: 3" = V -0" DT -5 MEXICO TRELLIS COLUMN E Scale: 1" = T -0" DT -5 r 16 !, 3/8" S.S. SHACKLE FOR SHADE SAIL MOUNT (4 REQD.) HOLES SIZE AS REQUIRED TO PASS SHACKLE cn X35 TOP VIEW 1,. 2 2" 2" 3/8" S.S. SHACKLE FOR SHADE SAIL MOUNT (4 REQD.) 3/8" S.S. SHACKLE FOR SHADE SAIL MOUNT (4 REQD.) 112" PLATE SIDE VIEW DETAIL CENTER MOUNT D Scale: 3" = V -0" DT -5 THEME GARDEN CONTRACTOR TO FURNISH AND INSTALL, „ C� ALL GAZEBO SHADE SAILS AND RELATED HARDWARE. 23 244 29 30 `—"� f <, g tV a� Co s 1 06 w d T ca CO C co (, - U co CD .j C s F C r 0 :-5 � c o�T l�la ¢ I Y CC i , !zl LLJ o a 'Q C) I ui !0 ?z I� IW j �ai i U j i { fF� td I i Z iU) v I gl M �n '° S 0 s� z U O I N a 3 -, !o mIai m� ��.m 3 a c] iQ S Q is o Ci _J C Ci W W W (j) zU3 fay W Q rr C) Z -T- (n 0 m Cr W N o < W (j F- Q � U x oC Z � < of u- (1) U < <14 ri 00 i 1 4 X z V u rc SHEET NO. Pvog 11 OF 21 =ice I -INt i 0 11'— + 11' PLAN- ENTRY SHADE SAILS NORTH PLAZA Scale: 1/4" = V -0" I o � + 13' 1 ENTRY POINT SHADE SAIL, TYP. SHADE SAIL, TYP. I � EAST ELEVATION NORTH PLAZA B Scale: 1/4" = V -0" SH -1 -S.S. EYEBOLT 10 "X10 "X1/2" COLUMN CAP PLATE SEE DETAIL �� SH -1 - COLUMN CAP COVER SEE DETAIL D SH -1 6 "X6 "X1/8" STRUCTURAL TUBING COLUMN EXTENSION TRANSITION SEE DETAIL D SH -1 8 "X8 "X1 /8" STRUCTURAL TUBING COLUMNS COLUMN BASE COVER SEE DETAIL D SH -1 -14 "X14 "X1" COLUMN BASE PLATE SEE DETAIL F -1 COLUMN FOOTING SEE DETAIL G SH -1 m TOP NUT ---� AND WASHER N 0",I_� �v N of m; 45° MARINE GRADE 316 S.S. EYEBOLT, 1s" 94» SQR. THREAD 91 8 SA SHADE IL TETHER MARINE GRADE S.S. 1/4" TURNBUCKLE AT EACH SHADE SAIL CORNER 3/4" CAP PLATE E SEE DETAIL SH -1 3/8" CASTLE NUT WITH WASHER )/8' SHEET STOCK, BEND — -------- - - - - -- CORNERS, WELD SEAM ON ONE CORNER 1 1 " its 6g %4' STOCK 4 4 CAP TRANSITION COLUMN HEIGHT & FOOTING DIMENSIONS COLUMN DESIGNATION "H1" - HEIGHT, FT "T1" FOOTING DEPTH, IN VV - FOOTING DIAMETER, IN 1 11 8 24 1-2 13 10 24 '7IAMETER TO BLEAR WASHER KEYHOLE SLOT FOR EYEBOLT, TURN IN PERPENDICULAR DIRECTION OF EYEBOLT DETAIL -KEYHOLE H Scale: 3" = T -0" SH-1 6 "X&X/8' STRUCTURAL MARINE GRADE 10" TUBING COLUMN 316 S.S. EYEBOLT, %" THREAD 5" KEYHOLE SEE DETAIL rR - 1/8" SHEET STOCK f" PLATE SH-1 MITER CORNERS - 8 "X8 "X%8" STRUCTURAL TUBING COLUMN 1/2" PLATE MARINE GRADE - 316 S.S. EYEBOLT %" THREAD C) L DETAIL - CAP PLATE E 1 } h„ 1» Scale: 1 112" = V -0" SH -1 4 8 4 Y4' ALLEN SET SCREW, 2 PLACES T %" STOCK 3» 10 1„ 3„ TYP. MITERED 14 2 14 CORNERS 1 ° HOLE, 4 PLACES %" SHEET STOCK, , - -- - -- - "- BEND CORNERS, WELD SEAM ON ------- ONE CORNER 3/4" BASE PLAT N •=1N SEE DETAIL F ! ° i a ii i i SH -1 it x - -- --- - - - - -- - Scale: 3" = 1' -0" %4' PLATE - I � SOUTH ELEVATION NORTH PLAZA C Scale: 1/4" = V -0" SH -1 1 (i7 DETAIL - BASE PLATE F Scale: 1 1/2" = T -0" SH-1 km DETAIL - FOUNDATION G Scale: 1 112" = V -0" SH-� AN BASE i =TAIL D SH -1 ?"x3/4' COLUMN PLATE )ETAIL F SH -1 ANCHORS WITH LV NUTS AND WASHERS, 4 REQUIRED EACH FOOTING EXPANSION JOINT ATERIAL, NEATLY AULK AT SURFACE � i 3 BAR HOOPS �_P 12" MIN. -3ONCRETE FILLED DRILLED FOOTING, NLL COLUMNS 29 0 N w v ir co Q a r U o� c6 Co In Y� tc Co 2 co CO r o T. CID ai C3 0 - ccm Y 4 �Z W o I o c o Cr i Z m �o 0 Z C 0 Co cc 0 40 ' . I N o� �z N v G D 8 0 1 M ¢ po m Z mi;i a aIr oo Lov© CO = W � ~ = 0 Z w U z cr- �5- rr 0 o 0 w w co oC W y rr D z m l --- � U- Cl) CD AZ kzze i C� v �V a SHEET NO. 12 OF 21 ! SJ 'Al r Li 04 > C_ 0 N w v ir co Q a r U o� c6 Co In Y� tc Co 2 co CO r o T. CID ai C3 0 - ccm Y 4 �Z W o I o c o Cr i Z m �o 0 Z C 0 Co cc 0 40 ' . I N o� �z N v G D 8 0 1 M ¢ po m Z mi;i a aIr oo Lov© CO = W � ~ = 0 Z w U z cr- �5- rr 0 o 0 w w co oC W y rr D z m l --- � U- Cl) CD AZ kzze i C� v �V a SHEET NO. 12 OF 21 LEGEN.1 ® FURNISH & INSTALL WATER SERVICE a FURNISH & INSTALL GATE VALVE & VALVE BOX, SEE NOTE. ® FURNISH & INSTALL IRRIGATION z SERVICE, SEE LANDSCAPE PLANS Z FURNISH & INSTALL BACKFLOW 11IM4 PREVENTION DEVICE ••— •- . -_--.w FURNISH AND INSTALL SCH. 40 PVC WATERLINE WITH 30" MIN. COVER s FURNISH AND INSTALL SDR 35 PVC SEWER WITH 30" MIN COVER. FURNISH AND INSTALL IRRIGATION LINE, SEE LANDSCAPE PLANS w EXISTING WATER LINE s EXISTING SEWER LINE - - EXISTING STORM DRAIN o °} rn EXISTING IRRIGATION LINE IR NOTE: ALL 1" AND 2" GATE VALVES SHALL BE NIBCO T -113 -K CLASS 125 BRONZE GATE VALVES WITH A CROSS HANDLE, OR APPROVED EQUAL. SEE DETAIL THIS SHEET. PLAN BROOKS NO. 4 -TT VALVE BOX WITH COVER AND EXTENSIONS 1" OR 2" PVC SCHEDULE 40 WATERLINE, PER PLAN IIPTxSOCKET MALE ADAPTER (2 EA) NIBCO T -113 -K CLASS 125 BRONZE GATE VALVE WITH CROSS HANDLE OR APPROVED EQUAL SECTION DETAIL C UT -1 !ROOKS NO. 4 -TT VALVE BOX WITH ;OVER AND EXTENSIONS NIBCO T -113 -K CLASS 125 BRONZE GATE VALVE WITH CROSS HANDLE OR APPROVED EQUAL MIPTxSOCKET PVC SCHEDULE 40 MALE ADAPTER '(2 EA) 1" OR 2" PVC SCHEDULE 40 WATERLINE, PER PLAN ,o of L 1 10 5 2.5 0 10 20 UTILITY PLAN — NORTH q -10 UT -1 l l �S 3J J;,i`�e�tii 7a G3 O r G : co v 4 N L' O • z Nt a- LL 1� m I i r-N — N W Q!, C)T U C) CD c: Mrn �co D _c: co U W o w M o* cfjc _o 0 'CL j ¢I i 2 t] }LL tL cr i 7jj I i i olm Z II C W O [C i 7 6 {� W Inm 41 Its r� 0 At <sze SHEET NO. UITE1 13 OF 21 L� t Iz� I z { � a 7 co ii FL D Q U 4 g o °} rn LL O m z m I iii N IY Q tY Q W Z Q _.! _ Y Q- Lr U) Q U z J � � Q CD J W w U y Iz < w acs F- LL U) O Inm 41 Its r� 0 At <sze SHEET NO. UITE1 13 OF 21 I V >1 O� + ALL:YWAY x 7 A- -I- )0- m 7�7 36+00 N1, s N s ; LANDSCAPE &HEFT LS=2 T IROIGN ASH LS -3 V • �\ 1 ' J ;; I yam- t ; i/ i; Z1 =� - _ j ¢ f Lx c\j W )r v 0 01-Y" 35+00 N LL� �''%?' j� ...... ...... > \V V ME = k4 j g STREET -4 c\l Y 34+00 N J 2 SOUTH P PHASE A (NOT A PART OF THIS CONTRACT) 13� Rau% �e' O N R -4 A , ---, % ll�Xll� 7- 33+00 N 13 � 3�- C\L w -OH- 20 10 6 0 20 40 ol - — — — — — — — -- — — — — — — — — — - 00i T-1 (D- 1 4 7 l'o i'l 12 13 14 15 1'E 17 18 19 A ' �I� �ti ail � "a a - WA INS • LIN .��-�� MW 0 ANN o< > ul WTA M-2 Ww" / IV XM MIN a�a rMS ui o< > ul C) FY C 0 C6 0 Lu i co cu 0- (D co 0 co co I co ww a.w UJ (D uj LL 0 co LL;s m co Wo 6-89 LLJ d) � I Cui ZF— J- w � > zwu- w 0 00 to ;?: oco LL an A.to LL 0w z u- X O Cc: 0 c) C Z LLJ .0 cc Lu LLJ z N im < 6 1 0 0 z 90 To t u- M < w w z c/) < —J 7 w < w cr- c/) 0 z W W C) CL cc < o < U —i U) w Z U) w rr y < w 0 u- c/) C/) �7- C) X SHEET NO. F'- 30 � 14 OF 21 z 4 2 1 0 DETAIL - AMRITSAR LANDSCAPE ---4, —P �— --OH PLACE WALK ON BARK 36 +00 3`3 10 5 2.5 0 10 20 V) / X 77 ul 00 6 > . Z CL Qj Z6 o 04 ujuj ()z wx tzu- COU Q W:�q 0 w <03 5!°� Z�— IT 6 rwL- ,oc 0 c- gco , ot I— <LL— ............ NINE 6w CI) co C W v d co T U3 m .7 Li Memnon 1wrA 08 :2 amoDIC6 cr LLJ L.L ui ui O 0 < is 0 z (1) co (-) 0 z LU 0 , LU LU LU —f- — — C\i c) C�l L0 0 Z zb :3 0 1c) < rr cr- < W u) z < cc 7 0 a- z crU) Z Z W 0 Ca CC CL W LLI a- >- < LJ- U) Ir U co w Y- w < co F- u- c/) 0 o low-- 00� LA SHEET NO. L�NJQ� 15 OF 21 --i mm IT 10 5 2.5 0 10 20 - -OH- - - OH — w S CONTR w A8 A ti Cr'► 2" I 3/4 ---4 i i L 1A9 i 3/41J1 35+ nuffmommucan P .O .C. TO EXIST. LINE. VERIFY LO t ON SITE j o - -3/4" - ---- -- x- - x x �e sm C ON 11 ' w w w ,l �/ \Y v,Vi - E - 1 j i fu IPA M] -6x l 11 1 f� �rr���!/ � ■ ►gyp ` t 'fir .. R EACH ff � ;iii `�' • h a ,r I, t (� '♦♦ --BTH-',-STREET- ,, XJ l z- ; tt� I i w�' W w ---F E I 1 1 1 �S I 1 I I I I UJ ���E.ER 4 �a�' �� J \i L N Ch <� Q � .J co W Q CJ a a a� 09r U L co �' � rn CQ Co r T ucn cu �_ OZ LL HO MLL- '� w Wpm r CL 6XW W '> cAv p _ Z +: co gam 00 rn �� , W pcp 4 co crj °¢ 7j 0 0 p •- T J I Y Z j uj M c O 0 CD LLJ ! ! o r N tt, ' I L -f-- -i - -�-- -- - - 0 N t^ ! LL V O 1<1 � M 4.�¢ 6� 0 2 !a` Q0U u. C) o ° rr C4L C m Z Cl) O W z U z z J_ 0 1 Cr ct z LL rr U y r Q3 VJ U 0' ro w 3 SHEET NO. 16OF21 25 26 ? 3 29 �0 Ifv All L . i fu IPA M] -6x l 11 1 f� �rr���!/ � ■ ►gyp ` t 'fir .. R EACH ff � ;iii `�' • h a ,r I, t (� '♦♦ --BTH-',-STREET- ,, XJ l z- ; tt� I i w�' W w ---F E I 1 1 1 �S I 1 I I I I UJ ���E.ER 4 �a�' �� J \i L N Ch <� Q � .J co W Q CJ a a a� 09r U L co �' � rn CQ Co r T ucn cu �_ OZ LL HO MLL- '� w Wpm r CL 6XW W '> cAv p _ Z +: co gam 00 rn �� , W pcp 4 co crj °¢ 7j 0 0 p •- T J I Y Z j uj M c O 0 CD LLJ ! ! o r N tt, ' I L -f-- -i - -�-- -- - - 0 N t^ ! LL V O 1<1 � M 4.�¢ 6� 0 2 !a` Q0U u. C) o ° rr C4L C m Z Cl) O W z U z z J_ 0 1 Cr ct z LL rr U y r Q3 VJ U 0' ro w 3 SHEET NO. 16OF21 25 26 ? 3 29 �0 ,-A �c-1 ,,1--1 r =-1 LANDSCAPE SCHEDULE SYMI SIZE I BOTANICAL NAME LANDSCAPE NOTES COMMON NAME RED OAK GOLDENRAIN TREE VALLEY OAK RED CRAPE MYRTLE CHINEESE EVERGREEN ELM TULIP TREE LONDON PLANE TREE CHINESE PISTACHE WHITE CRAPE MYRTLE FLOWERING ASH EVERGREEN PEAR AMERICAN SWEET GUM JAPANESE PAGOTA TREE RED JAPANESE MAPLE FLOWERING PLUM, WHITE SYMOL QUMTITY sm FORTNIGHT LILY OREGON GRAPE PHOTINIA LILY TURF HEAVENLY BAMBOO ROSEMARY LILY OF THE NILE NEW ZEALAND FLAX YELLOW DAYLILY ORANGE DAYLILY JAPANESE GARDENIA CAMELIA BIRD OF PARADISE TRUMPET HONEYSUCKLE MADONNA HYBRID AZALEA, WHITE BALLERINA INDIAN HAWTHORN PRIVETS, FORMAL TEARDROP SHAPE ROSES, RED - CONTRACTOR TO SUBMIT AVAILABLE VARIETII JAPANESE BOXWOOD, FORMAL SQUARE HEDGE, 12" CNTRS HANDSWORTHENSIS COMMON BOXWOOD BLUE DWARF LILY OF THE NILE 18" ON CNTR PERENNIAL PETUNA, BLUE CONFETTI LANTANA STAR JASMINE 12" O.C. DWARF PERIWINKLE, WHITE, 12" ON CNTR RED RUBY STONE CROP 1. TREES SHALL BE STAKED AS PER DETAILS AND SPECIFICATIONS. SEE DETAIL SHEET LS -7. 2. THERE SHALL BE NO SUBSTITUTIONS OR DELETIONS OF PLANT MATERIALS W/O APPROVAL OF THE LANDSCAPE ARCHITECT, THE OWNER AND THE CITY OF BAKERSFIELD. 3. CONTRACTOR SHALL CONFORM TO ALL CITY CODES AND REQUIREMENTS INCLUDING ALL INSPECTIONS PERTAINING TO THIS INSTALLATION 4. ALL LANDSCAPE DETAILS SHALL BE IN ACCORDANCE W/ CITY OF BAKERSFIELD STANDARD LANDSCAPE DETAILS AND AS DIRECTED BY THE CITY ENGINEER. 5. PLACE ALL TREES BEHIND 'LINE OF SIGHT.' VERIFY W/ CITY OR LANDSCAPE ARCHITECT PRIOR TO CONSTRUCTION OR TREE INSTALLATION. 6. PRIOR TO FINAL CITY ACCEPTANCE, CONTRACTOR SHALL APPLY PRE- EMERGENT WEED CONTROL AS RECOMMENDED BY CERTIFIED PEST ADVISOR AND APPLIED BY A CERTIFIED PEST ADVISOR APPLICATOR 7. ALL LANDSCAPED AREAS WITHOUT A WALL AT BACK OF LANDSCAPED AREAS ALONG STREETSCAPE SHALL HAVE A CONCRETE MOWSTRIP AT BACK OF LANDSCAPE AREA. SEE DETAIL O -O, ON C.OB. STANDARD L -11. VERIFY WITH C.O.B. 8. ALL AREAS TO RECEIVE LANDSCAPING, SHALL RECEIVE A 3" LAYER OF REDWOOD BARK. SUBMIT SAMPLE TO C.O.B. RECREATION AND PARKS DEPARTMENT FOR APPROVAL. 9. ALL TREES SHALL RECEIVE DEEP ROOT BARRIERS. INSTALL SIZES AS REQUIRED FOR SIZE OF TREE. INSTALL AS PER C.O.B. SPECIFICATIONS. 10. CONTRACTOR SHALL REMOVE ALL NURSERY STAKES FROM ALL TREES AT COMPLETION OF PLANTING. VERIFY WITH CITY OF BAKERSFIELD. 11. REFER TO PARSONS PLANS FOR PLANTINGS FOR THE INDIVIDUAL SISTER CITY GARDENS. 12 13 14 I VALVE NUMBER L E 97�- VALVE SIZE I R R I G AT 10 NS C H E D U WATER DEMAND SYM SIZE TREES QRR 36" QUERCUS RUBRA KPG 36" KOELREUTERIA PANICULATA QLV 36" QUERCUS LOBATA LIR 36" LAGERSTROEMIA INDICA'RUBRA' UPC 36" ULMUS PARVIFOLIA LTT 36" LIRIODENDRON TULIPIFERA PAC 36" PLATANUS ACERIFOLIA'COLUMBIA' PCC 36" PISTACIA CHINENSIS LIW 36" LAGERSTROEMIA INDICA'NATCHEZ FOF 36" FRAXINUS ORNUS PIKE 36" PYRUS KAWAKAMI LSR 36" LIQUIDAMBER STYRACIFLUA'ROTUNDILOBA' SJJ 36" SOPHORA JAPONICA APA 36" ACER PALMATUM'ATROPURPUREUM' PAL 24" PRUNUS 'ALLRED' ADJ SHRUBS MI 5G MORAEA IRIDIOIDES MA 1G MAHONIA AQUIFOLIUM'ORANGE FLAME' PF 5G PHOTINIA FRASERII LM 5G LIRIOPE MUSCARPMAJESTIC' ND 5G NANDINA DOMESTICA RO 5G ROSEMARINUS OFFICIANALIS AO 5G AGAPANTHUS ORIENTALIS PT 5G PHORMIUM TENAX HY 5G HEMEROCALLIS FLAVA HO 5G HEMEROCALLIS FULVA GJ 5G GARDENIA JASMINOIDES'VEITCHII' CJ 5G CAMELIA JAPONICA SR 5G STRELITZIA REGINAE LS 5G LONICERA SEMPERVIRENS RM 5G RHODODENDRON X'MADONNA' RH 5G RHAPHIOLEPIS INDICA'BALLERINA' LI 15G LIGUSTRUM RF 5G ROSA FLORABUNDA BX 5G BUXUS JAPONICA BS 5G BUXUS SEMPERVIRENS,'HANDSWORTHENSIS' AG 1G AGAPANTHUS X'PETER PAN' CM 4" POTS CALIBRACHOA WILLION BELLS' LC 1G LANTANA CAMARA'CONFETTI' PACIFIC WESTERN 1G 2 1/4" POTS GROUNDCOVERS TRACHLOSPERMUM JASMINOIDES VINCA MINOR'GERTRUDE JEKYLU LOW PRESSURE LATERAL LINE VI SS 1G SEDUM SPURIUM'RED RUBY' LANDSCAPE NOTES COMMON NAME RED OAK GOLDENRAIN TREE VALLEY OAK RED CRAPE MYRTLE CHINEESE EVERGREEN ELM TULIP TREE LONDON PLANE TREE CHINESE PISTACHE WHITE CRAPE MYRTLE FLOWERING ASH EVERGREEN PEAR AMERICAN SWEET GUM JAPANESE PAGOTA TREE RED JAPANESE MAPLE FLOWERING PLUM, WHITE SYMOL QUMTITY sm FORTNIGHT LILY OREGON GRAPE PHOTINIA LILY TURF HEAVENLY BAMBOO ROSEMARY LILY OF THE NILE NEW ZEALAND FLAX YELLOW DAYLILY ORANGE DAYLILY JAPANESE GARDENIA CAMELIA BIRD OF PARADISE TRUMPET HONEYSUCKLE MADONNA HYBRID AZALEA, WHITE BALLERINA INDIAN HAWTHORN PRIVETS, FORMAL TEARDROP SHAPE ROSES, RED - CONTRACTOR TO SUBMIT AVAILABLE VARIETII JAPANESE BOXWOOD, FORMAL SQUARE HEDGE, 12" CNTRS HANDSWORTHENSIS COMMON BOXWOOD BLUE DWARF LILY OF THE NILE 18" ON CNTR PERENNIAL PETUNA, BLUE CONFETTI LANTANA STAR JASMINE 12" O.C. DWARF PERIWINKLE, WHITE, 12" ON CNTR RED RUBY STONE CROP 1. TREES SHALL BE STAKED AS PER DETAILS AND SPECIFICATIONS. SEE DETAIL SHEET LS -7. 2. THERE SHALL BE NO SUBSTITUTIONS OR DELETIONS OF PLANT MATERIALS W/O APPROVAL OF THE LANDSCAPE ARCHITECT, THE OWNER AND THE CITY OF BAKERSFIELD. 3. CONTRACTOR SHALL CONFORM TO ALL CITY CODES AND REQUIREMENTS INCLUDING ALL INSPECTIONS PERTAINING TO THIS INSTALLATION 4. ALL LANDSCAPE DETAILS SHALL BE IN ACCORDANCE W/ CITY OF BAKERSFIELD STANDARD LANDSCAPE DETAILS AND AS DIRECTED BY THE CITY ENGINEER. 5. PLACE ALL TREES BEHIND 'LINE OF SIGHT.' VERIFY W/ CITY OR LANDSCAPE ARCHITECT PRIOR TO CONSTRUCTION OR TREE INSTALLATION. 6. PRIOR TO FINAL CITY ACCEPTANCE, CONTRACTOR SHALL APPLY PRE- EMERGENT WEED CONTROL AS RECOMMENDED BY CERTIFIED PEST ADVISOR AND APPLIED BY A CERTIFIED PEST ADVISOR APPLICATOR 7. ALL LANDSCAPED AREAS WITHOUT A WALL AT BACK OF LANDSCAPED AREAS ALONG STREETSCAPE SHALL HAVE A CONCRETE MOWSTRIP AT BACK OF LANDSCAPE AREA. SEE DETAIL O -O, ON C.OB. STANDARD L -11. VERIFY WITH C.O.B. 8. ALL AREAS TO RECEIVE LANDSCAPING, SHALL RECEIVE A 3" LAYER OF REDWOOD BARK. SUBMIT SAMPLE TO C.O.B. RECREATION AND PARKS DEPARTMENT FOR APPROVAL. 9. ALL TREES SHALL RECEIVE DEEP ROOT BARRIERS. INSTALL SIZES AS REQUIRED FOR SIZE OF TREE. INSTALL AS PER C.O.B. SPECIFICATIONS. 10. CONTRACTOR SHALL REMOVE ALL NURSERY STAKES FROM ALL TREES AT COMPLETION OF PLANTING. VERIFY WITH CITY OF BAKERSFIELD. 11. REFER TO PARSONS PLANS FOR PLANTINGS FOR THE INDIVIDUAL SISTER CITY GARDENS. 12 13 14 I VALVE NUMBER L E 97�- VALVE SIZE I R R I G AT 10 NS C H E D U WATER DEMAND SYM SIZE MANUF. MODEL NO. PSI COMMENTS END RAINBIRD 1812- SAM - PRS -15EST 30 POP UP SPRAY SPRINKLERS 0 SIDE RAINBIRD 1812 -SAM- PRS -15SST 30 POP UP SPRAY SPRINKLERS ® 114 RAINBIRD 1812-SAM-PPS-12Q 30 POP UP SPRAY SPRINKLERS Q 1/2 RAINBIRD 1812- SAM - PRS -12H 30 POP UP SPRAY SPRINKLERS 0 ADJ RAINBIRD 1812- SAM - PRS -12VAN 30 POP UP SPRAY SPRINKLERS ® 1/4 RAINBIRD 1812- SAM - PRS -10Q 30 POP UP SPRAY SPRINKLERS Q 1/2 RAINBIRD 1812 -SAM- PRS -10H 30 POP UP SPRAY SPRINKLERS ADJ RAINBIRD 1812 - SAM- PRSP10VAN 30 POP UP SPRAY SPRINKLERS LL c/) PC RAINBIRD 3504 -PC- SAM -2.0 35 TURF ROTORS ® FC RAINBIRD 3504 -FC- SAM -3.0 35 TURF ROTORS ® ADJ RAINBIRD 1401 W/ FLEX RISER U) ROOT WATERING SYSTEM - TWO PER TREE O 1/4 RAINBIRD 1401 W/ FLEX RISER POP UP SPRAY SPRINKLERS U IS 1" RAINBIRD PEB -PRS -B SERIES VALVES- INSTALL IN LOCKING BOXES, ONE VALVE PER BOX V 2" WILKINS 975 SERIES - PREVENTOR - SEE IRRIGATION PLANS OR LOCATION POINT OF CONNECTION - SEE PLANS FOR LOCATION CONNECTION IRRI A O UCATION FOR POINT OF ® 2" WILKINS 975 SERIES - BACKFLOW PREVENTOR - NOT REQUIRED, ALREADY IN PLACE ® POINT OF CONNECTI - SEE PLANS FOR LOCATION CONNECTION E IRRI ATI OCHEET FOR POINT OF RAINBIRD CONTROLLER W: ESP -24ST -- SEE IRRIGATION NOTE #10 FOR CONTROLLER ASSEMBLIES PACIFIC WESTERN SCH 40 PVC - LOW PRESSURE LATERAL LINE �*- PACIFIC WESTERN 2" SCH 40 PVC - HIGH PRESSURE MAIN LINE - SEE IRRIGATION PLANS FOR LOCATIONS ♦ 1" RAINBIRD TSJ 18 - QUICK COUPLERS - SEE NOTE #7 BELOW 0 LINE SIZE NIBCO T -113 IRRIGATION I F-1 GATE VALVE - SEE NOTE #7 BELOW IRRIGATION NOTES 1. INSTALL MATERIALS AS CALLED OUT IN DETAILS AND AS PER SPECIFICATIONS, SHEET LS -5 & LS -6. 2. THERE SHALL BE NO DELETIONS OR SUBSTITUTIONS W/O THE APPROVAL OF THE OWNER, THEIR AGENT, OR THE LANDSCAPE ARCHITECT. 3. ALL SPRINKLERS AND VALVES SHALL BE ADJUSTED FOR REQUIRED COVERAGE W/ MINIMUM OR NO OVERSPRAY. LANDSCAPE ARCHITECT SHALL HAVE FINAL APPROVAL. 4. COMPONENT LOCATIONS ARE APPROXIMATE AND DIAGRAMATIC AS INDICATED. INSTALL IN PLANTER AREAS NEAREST POINT SHOWN. VERIFY WITH LANDSCAPE ARCHITECT. 5. ALL IRRIGATION LINES RUNNING UNDER WALLS OR PAVING SHALL BE INSTALLED IN SCHEDULE 40 PVC SLEEVES. ALL SLEEVES SHALL BE MIN. 2" LARGER THAN IRRIGATION LINE. 6. ALL SYSTEMS DESIGNED FOR PERFORMANCE AT 35 & 50 PSI PRESSURE. 7. ALL IRRIGATION VALVES, QUICK COUPLERS & GATE VALVES SHALL BE INSTALLED IN LOCKING PLASTIC VALVE BOXES IN LANDSCAPE AREAS, AMETEK OR EQUAL, OR LOCKING CONCRETE VALVE BOXES IN CONCRETE WALK AREA, BROOKS OR EQUAL, ONE VALVE PER BOX. SEE DETAILS, SHEET LS -5 FOR INSTALLATION INFORMATION. 8. OWNER SHALL PROVIDE ELECTRICAL POWER TO THE CONTROLLER & BOOSTER PUMP LOCATION. CONTROLLER LOCATIONS ARE SHOWN DIAGRAMATICALLY. FINAL LOCATION SHALL BE DECIDED AT CONSTRUCTION. LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR FINAL HOOK UP. 9. POINTS OF CONNECTION SHALL BE TO EXISTING 2" WATER P.O.C. SEE WATER LAYOUT PLANS AND PLUMBING PLANS FOR EXACT LOCATIONS. 10. CONTRACTOR SHALL INSTALL CONTROLLERS IN ENCLOSURES. ENCLOSURES SHALL BE RAINBIRD MODEL #VITSB -22SS. INSTALL AS PER C.O.B. SPECIFICATIONS. CONTROLLER IS #RB9M45500 SITE SATELLITE, ESP -24ST, CONTROLLER SUB - ASSEMBLY IS #KCPCSA -24. FLOW TRANSMITTER IS #RB9M80201.2" ELECTRIC VALVE IS PEB SERIES #RB8200 -PEB. ADAPTOR FOR B VALVE TO A SOL. #RB8SOLADA. FLOW SENSOR 2" PVC TEE IS #RB9M80103. GROUNDING PACKAGE IS #KCP113GR. 11. ALL 6" MAIN LINE SHALL HAVE DUCTILE IRON FITTINGS, HARCO BRAND OR APPROVED EQUAL. SUBMIT'EQUAL' IN WRITING FOR APPROVAL. INSTALL AS PER MANUFACTURE'S SPECS. 12, ALL IRRIGATION VALVES SHALL BE INSTALLED IN SQUARE 12" STANDARD BOXES AND QUICK COUPLERS SHALL BE INSTALLED IN 10" ROUND BOXES, AMETEK OR EQUAL (PER C.O.B.). 13. CONTRACTOR SHALL PROVIDE AND INSTALL TWO HOT WIRES TO EACH VALVE. CONNECT ONE AND THE SECOND WILL BE A SPARE. VERIFY WIRING WITH CITY INSPECTOR. 14. INSTALL LASCO'T' - SERIES SWING JOINT ASSEMBLIES ON ALL IRRIGATION HEADS AND BUBBLERS. 15. CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE AND INSTALL A SCH. 80 UNION, SAME SIZE AS THE VALVE, DOWN STREAM OF THE VALVE AT EACH VALVE LOCATION. VERIFY WITH CITY FOR EXACT DIMENSIONS. . 16. CONTRACTOR SHALL PROVIDE AND INSTALL RAINBIRD VALVE TAGS, MODEL #VID 1Y30, TO ALL VALVES IN BOXES. VERIFY WITH C.O.B. J C c7 t,U O -cc� r �1 � ca eL �o a J C6 Q W Q Q. d tr a -I o 0 N W a U it Lc: U © m mrn WW O Rm cF"iz fU e u- H `�0 x U ��� .� 00 a63 L j o ow ZH �LL 0 .; M gaN W Cb VV amp Coro) -� t-v ao Cn C 0 and °�- o CD I T Y R i o z U- j o j 0 _o U z I o0 o + o cc 0 cr w w F i o ?I o�0v T N � N r z co ' LL M a c ¢ IU z N om �m ui a o lQ() u00 0 c� ml A Ci -a Q24 L4 SHEET NO. 95o` 6 17 OF 21 cr_ aa. CC Q W Q J z � W ui o J W J 0 06 o Q G1 0 Z w LL c/) 0 W Q W m I- LL U) O U) U c� ml A Ci -a Q24 L4 SHEET NO. 95o` 6 17 OF 21 c. J RA MNI5WD GRAM 3 (0)) IV 02w NOTES- 1. NO CROSSINS, OM ROADWAYS OR ANY 011HIM HARD WWACF, 40"(O.Irrj :..7 VALVE TEE 6 ALL ELECTRICAL MNrp AND WATER LINES 5HALL BE INSTALLED 25' 0 TAST BLOCK i.:• (0.%W DEEP, IN A SCHEDIILE 40 PV4 SLEEVE. %Mfi SHALL BE 2 FINISHED GRADE WATER PROTECTION UNIT CONCRETE ♦ -3. DETAIL H. _Ivt OF COMPt" / "W. ALL azcnw& CONDUIT a LAVE I' MN. A, FOR 110 VOLTS AMID WIN. PIA, FOR TIMES AME SHALL VOLTA 61E. SEE CITE STANDARDS SHEET L PLACE MMOM 2MI THE RNNSIRD, MAW-44 IRRIGATION SYSTEM is WAR TIE MAIN LIW MALI! M$ATION CONTROL ROADHAY' HARD%AjlE SWFM7, n KAWOM OW HIM NOT COME INTO CONTACT AT M 4 orA.0% WIR15 WAR 1W MN HIM THE ?OHM SUPPLY OR VALVE HRIN& LOCAM THE MAXI_ POSITION. UXULM 40 TAVID AT STREET SLEEVE CON CABLE WAR THE MAIN UWE AT A 4 OU%K POSITION. IV ODW INTERVALS. ;9 Rlow-or-my ONLY t -4. LOCATE WIRES AT 71E 4 • 3. F MORE THAN ONE LINE 15 INSTALLED MR TRENCH, PROVIDE 3 O'CLOCK POSITION. 15'(0,45W BEH HIP REQUIRED ON ALL A55EMBLIE5 OY (0 5W HORIZONTAL AND VER311GAL, SEPARATION. ROW-Or-WAY II-INE - CONDUIT /PIPNr, 1.01 CONCARM SLAB 4. ALL M SOLVENT (" %IAU Elt #9 MM is BOOT-ILL SLAB FILJAN C:) WAMIRED, ON MAIN LINE ONLY). MAIN LINE 0 @ pNM'T!:5!' 0 CD @ 22 I/r ELL S. LANIMAPE AM IRRIGATION &0' PLur, N Dw"Tw STR3!T RJMT-0!4w MAY wom AN TE 14,.Z w ttt C(3 Q RE£f PER MIT. FOR R151611)111014ws. lo (0-1" ruslim 61RAm 4D'(Olffj Coeft-TE 'BUST GRADE k :? wx J• BLOCK PHt CPL. ' 6 MHERE OPEN STREET an me ommitep To w#a vm" FINI-SHED FROM KATE IRRISATIO111 LM AND/OR HIRES, ALL SIN111 PATCHING M" TO ALVES THE CAY 916HT-OP-MY SHALL BE IN ACCCIFOANCE NTH MY PIPING I < STAWARD ST-42 OR AS DWlW BY THE arr ENGINEER @ CONDUIT c) FOR LAR6E ICAL THROI)OHt w t ALL IRRIGATION LAIERAII. LINES SHALL, BE CLASS 200 PVC, WNBAPS F A LATERAL LINE 15 LOCATED WIDER A HARD SIWAOI� rAV= > SCHEMILE 40 PVC 6 REWIREp. ASANB-ftY (ewoc&or bim 244 (50mW Ota) FOR NOTES: cc 8, RD MX 15 A CHANGE IN MITE17 VMTIM ALL IRRIGATION Tutr 38 < MAIN LINES LARGER THAN 20 OOxW IN DIAmETM IPRESSIRE t L MHEN CROSSING WM ROADWAY$ OR ANY OTHEIllt fM SWKA _9 NOTES. NOTES- >1 LINES) SHALL BE SBUIRED WITH CONCRETE THWT BLOCKS IN ALL ELECTRICAL MRINS AND WATER LINES SHALL BE *1ALLE17 2Y -0 1. Mwr As NOTED, ALL PIPING AND mTwA SHALL BE 1: (0:" DES, IN A 5CHICOU 40 P40 SLEEVE. SLEEVE SHALL Of 2 IINES 9 O&VANOD LUMS APPROVED BY THE I. ALL MAINLINES INSTALLED SHALL BE TESTED AS Fm CL A%ORDANCE WITH MANFArTJRE!S RECOMMENDATION AND KAWACTURES SPECIFKATIONS AV SHALL SE A PART 45* TEE ti A6 MWIED BY THE RECREATION AND PAWS DIRECTOR IXAMEM OF C*WT / MMW. ALL ELECTRICAL C*MfT WU HAVE RECREATION NO PAM pffCTM r MR DIAL FOR 110 VOLTS AND Z' MN. MA, FOR LOW VOLYAOL TVA. BRASS FITTING', HIPPIES or THE INSTALLAM SITZIPICATIONS. 450 TEE < ME C47Y STANDARD SHEET L-5 FOR TMIST BLOCK DETAIL , BACKFILL WILL 2. W TEPIXIN PIPE TAPE ON ALL 1HREAM JOINTS OR & ELEVATION cy) q) q ALL IRRIGATION MAINLINES W (1 2. SLEEVE SHALL MW 10 IOSW BEYOND NADRSrAW ON ALL ENDS NOT APPROVED Eaft BY THE RECREATION AND PAM DIRECTOR 2. ALL TRIENONINIs DO" SHALL Be MR ary cc 'VER AND HILL BALL $, ALL MAIERIALS %KL Be tM AND FREE PROM IMPERFECTIONS, STANDARD SIM L-A WITAILS, Q, I, AN) F. cr) IN PIAIME Ly 7ATON MAINLINES GREATER 5 IMPROVEMENTS HIM THE VaDICATE17 STREET RI0HT-OF44kY _51JEEVE V, 03 15 LESS SHALL BE SOMU 40 PC MIS THAN 20'90W N WOM SKALL BE TITS PVC ECRU 40 OR MAY F=XRE AN OPEN STREET PONT CNECK HIM CITY VOL -CO"IT PIPING 5RA55 ITTINUG 1 5 PORTLAW CEMENT CONCRETE MW FOR THIRST 0 IL APPROVED S BY THE RECREATION NO PARKS DMYCRL / NIPPLES ABOVE HI6Fe5T 4. SEE APPROVED ILAND0CAPEARRISATION PLANS AND BLOMS SHALL BE CLA95 V AS PER APPLICAW FIN154w 4. N OPEN 911W Cl)M ARE AMW TO WALL VARVA SPRINKLER MARIFACTIREIRS A0 PERFORMANCE MaNeOM PWff"S OF SECTION W OF THE STANDARD m 10. ANN' AND ALL aAHGES SKL BE APPROVED BY THE MMATION FINISHED LESENDS I'm SPBrAm& MOM mmom SIZE awm WLu AV PAWS PWTOR PRIOR TO NPLEMENTATION. IRR16ATION LIRS ANID�M M[Wk ALLSTRMT FATaft HIM (Po MY) GRADE SPECIFIrATIoNS, OF THE CALFORIM DEPARTMENT 4k LT Ill. ALL WMATION 16TALLATION SHALL BE IN ACCORDANCE WIN THE aff RiSHT-OMAY SNAIJL BE IN Ar;CORVANCE MIN CITY 15'14N 5. ALL TRANSITIONS FROM O&VAN20D PIPE TO M PIPE SNALL OF TRANSPORTATION, APPROVW C&IRRENY EDITION. 0 • CITY STAWARDS, THE LATEST APPROVED WTON OF THE M!ORM FOR LARGE BACXFLL AND GOWACT STANDARD ST-a OR Arp DIRECTED Dr THE aN ENSINEEpt 15, MIN. (D U- -CCIMMENDATM SECTION mv EA05 A06"NO, To C41Y &TANDARD fl-IN (0454 (0.4W W 0MINIXTEP HIN SOMME 40 FEMALE ADAPTER OR 4 THIM BLOCK$ SHALL BE LISM AT OWA5 OF a "10MISINS GODE, KWACIM" WE S. AW NO ALL GRANSES SHAIJL BE APPROVED 13Y THE RECI TION APPROVED BAJAL Or THE MIREATION AND P01M VMTOIL ST-15. sm (.ALWA% MA OF VM02N t!og 20 Or THE STANDARD SIVEGFICATIONS, NO AS DIRECTED Of THE FOR SMALL FOR WACZ TREATKNT Olt AND PARKS DIRECTOR PRIOR TO #4LEMWATION. 0E- FWIVATION AV PAM MIMTOR 6. A 6ff (0.5W THICK REWORCAD CaCWM SLAB 5 08%ICM VALV%, NO PIPE DEAD ENDS =JQo 5) co 5105.) AS DIRECTED BY THE 6. ALL ELECTIRM INSTALLATION SHALL BE IN ACZORIPANCE MIN rtrmt 0 U) C) MWATIO14 AND PAM REGUIRED PM ALL MIER PROTECTION. geffM 12 ALL KAIERIAL. USED SAC. W NEW AND PREE FROM WMWTIONS. DIRErTOR, CM 57ANPARPG, MWAC_n=!S ft'�ATbM SWTION D U4111 5. NO YHRIST KDOIKS ARE V=, TIC SIZE 40 ;koa �i 20 OF THE STANDARD SPWMATION% AN) Ara DIRECTED By THE uj E. SEE APPROVW LANDSCAPE RD IRRISATION M-M AND LESENDS LATERAL LOWE DEVICE A)V AS DIRECTED Of THE MORMON NO PARKS TYR OF THE StOrANS KST BE SAM ON THE w FOR SPBCIW, MOM HIMBEIR. SIM 0111ANTITY, MARFAMIREIR, KA2 IRRIGATION CONTROL REVOTION AM FARM DIRECTOR. MAXIM lll�"T FORCE EXPECTED AND TNE LOAD- DIREICTOR. SEE CM STANDARD 4 SIM LA WFa NEAR THE MAIN I ALL MATERIAL USED SHALL BE IIIEW AND FREE PROM IMPERIFECTION& WARM CMAC(lY OF THE 50L AND PLAGE KAMOMM A ZF_ CLl 0- > N. NO OTHER COUIT OR PIPING MAY BE S1400M WAR THE KAIN LINE LWLED AND TAPED AT ALL MXGTRjCAL INSTALLATIONS WITHIN FARKS, OR I ALL IRRISATION INSTALLANION SMALL BE IN ACCORDANCE MR 0. ALL C4DINCRETE "at BLOC* %&L BE IN AT THE 4 Ork= .0'(3010 INTERVALS It WITHIN Rr"TION PIPING OR CONTROL LINE TRB" OWE NFES AT TIE PAR"YS SHALL BE INSPECTED, Or RIBLIC MOM C41Y StWAPM THE LATEST AcCEPYBD EDITION OF THE POSITION. 5 VOLOCK POSITION. METR" 51PERVISOR. ACCORDANCE WITH THE LATEST APPROVED WTON 0 7 PLMIN& CODE MANUFACMIRERS RMOMMIM - THE UNFORM PUMW CODE Or wu. 5MMIN 20 OF THE STAIVARD, AM AS �w04 0) O _WLTIPLt LINE5 4. NO 07M CONDW OR PIPING MAY BE ALLOWED WITHIN ELECW�& DMIED Or YIHE WREATION AND PAWS DWlOR. co OR CONTROL LINE TROM '7y C) • r,-\ TO V 777 "777 7� QD (6 Moo -r co ANY AND ALL CHANGES SHALL BE APPROVED BY THE 0" (2.0' (SORM) and lo") WREATICH AND PARKS DWYOR 9ftRE Mj!� j Itu 93 -MAJIM 0 L REVISIONS REVISIONS REVISIONS VC0 co CITY OF BAKERSFIELD CITY OF BAKERSFIELD CITY OF BAKERSFIELD CITY OF BAKERSFIELD REVISIONS CITY OF BAKERSFIELD REVISIONS LL Co C'j (1) LANDSCAPE AND IRRIGATION LEGEND DETAILS FOR PIPING, DETAILS FOR ELECTRICAL CONDUIT DETAILS FOR POTABLE LL c' 8 TRENCHING, AND BACKFILL Q_j I-- STANDARD TRENCHING, SLEEVING, AND BACKFILL WATER PROTECTION DETAILS FOR THRUST BLOCKS mo a- PLAN NO. STANDARD STANDARD STANDARD U-1 PLAN NO. PLAN NO. STANDARD Wr I OF 14 PLAN NO. AMOM PLAN NO. HATS an OF APMOVM RCRXXXXX sm 3 op _114- Milt� L-2 1 =300= DATA L-3 SHT 4 OF 14 L4 aff 5 OF __j4 1 L-5 APPRom =700= DAM 10 (0-v FOR NOTES: 5my WAM L WE IEFLON PIPE ON ALL M►M JOINTS, TOP OF VALVE BOX (0-3w 2 51 TEE (55T) MAIN TOP MOUNT I ALL RWM AND NIPPLES SHIALL IX WA 80 PVC. ALL FITTINIS5 TYPE M MEDIAN Cm NOTES: (5a NOTE #3 ON 0 Lu EXPANSION LOOP OR ELL (5 LINE STAINLESS STEEL SHALL BE WA 40 PVC. I. APPLY SOL AMMMENT AS MR W& TEST. z THIS FOR ALL HIRE, FINISHED GRADE Til (TYPE M-1, M-2 NOT 2 ALL TRIMS SNALL BE STAKED Y41W " 20 VIA. CONTROLLER S. ALL LATERALS SKALL BE CLASS 200 PVC, OR AS REGIMIRM ON PLANS. ALLOWED IN LANDSCAPED LL AUTOMATIC 6D, m6w 0 ENCLOSURE "MIRE MAW LOOSE P= FW W4VW NIF_-W LLJ AUTO GRADE 4 *EN IRRIGATION WADS ARE INSTALLED WITHIN BmBMQ4_4rrS, CONCRETE �WIANSI TIREE STAIM FROM ALL PLAw mmm DELIVERED To THE CONTROLLER MEN NFPLE tr/0 BLOCK KALL- I EXTRA SO TFOR BARK M11.04 PR0X-rT SITE AND INSTALL NEW TIREE sTAKM cc CONTROL A DRAIN VALVE OR CHECK VALVE 6 REa#RED To PREVENT Bvo_qM CONCRETE (450ftyft) 0 c *- CONTROL HIRE REZIIJANT AUTOMATIC ELL 0T) OR (ohm) 1- 0 HYDROSEED (5EE CITY STANDARD ? 5 ww=T Yaw As onamm To Maw nAmm tYmuw 0 HIRE BALL VALVE TOPMOUNT LATORAL LRE TE (2617 Oft< VALVES AM DRAM VAILYS SMALL Be INSTALLED AT LOCATIONS 2% MIN. SLOPE 1-10* @ SOD INSTALL TIRES ALONG DI 6067RICTION INSTALLATION COMMON (LINE SIZE) 5TAINLE55 5TEEL AS PRESCRIBED BY THE SPrVFIED CONDITIONS AND SHALL BE III %M CL OF FLANTM 4 ARBOR IM GUARD OR APPROVED WDAL IS, REXIIIIIED AMM FEMALE ADA HIRE SCHMILE W FNTROLLER 50-A55EMBLY CONTROLLER APPROVED BY THE RECREATION AND PAFX5 WO�YCI PRIOR TO CD : B 24' VAIRIE5&� 4' OC1711w ALL TWES PLANTED IN LAM NWM. 4 H(ol (5N INCLUDE5 69 4 ENCLOSURE ST-8 FIN5HEV GRADE Baw, RIMIRM BARRIER r. W4*RED Me THE 7W TRIM 6 PV( - 4,0"(0 1 FRI w- R-E a RAY HEAD PLACEMENT AND Lm REMOVE ALL FORE16N 0 VARIES 5. ROOT 6u%v PAST NIPPLE T-b (o 0131W OR LESS I" ANY HARD SMACE. PLACE BARRIM 0 4 ELL 'IRMINAL 5TRIP5 NITH 5 ALL POP IF WM SHALL BE 20 f.OS PROM CONCRETE I ; ; -0 05 i PARALLEL ALOW THE EDGE Or KARO WRFAM. z PLACARDS. *TALL TOP OFWAV OZ' AND ASPHALT ARDS ALL LARGE MIS WHISATION WADS -'ART MATEIRIAL TO A OEM LIJ ADD THREADED UNION 9 ABOVE r4. FOR 10 KAVINOTABLET SiALL 19 M-AGW 2.W oamW BELOW GW44 • SMALL BE 4,0' DOM" PROM CONCRETE AND ASPHALT Ii rmsfw PIED IN SPErIFICAT FNdHED GRAM WAR RVOT fMVAT04 AS 154UQW PART C.MLF AND 40 CRAVE SHEET L-11, DETAIL 4' > 6D" (0.15m) AREAS. HEIGHM OF POP LP HEADS SHALL 13E AS FOLLOW2 51- ISM CITY STANDARD I - TAAV PER I SAL 0.1m Q 4) 5C`I� SEE DETAIL 'N" (PLAN VIEW 15 FOR VALVE MIN. 000,W FOR RU FIE, 1v 6.W (02W MR LAW AREAS 3 - TABLETS MR 5 GAL (0.01 U oc ry NIPPLE THIS SHMT INSTALLATION - DETAIL 14 FIN15H 51-OF-E M114IN A LANDSCAPE AREA Lu 10 (03W MR SWAM ZIEA 94AU BE FROM HALL 6 - TAMILMS fm 15 SAL 06A u MAIN GRADE TOWARDS STREET WITH 2% MINIMUM AND 4:1 MAXIMIM. q - TABILM MR W (dt" BOX LINE MAIN PLAN VI ID' (O-IW FOR 6RMW C04M BARRIER ON 50M M( INSTALL ROOT BARRIER LLJ LINE (a f T. MY AND ALL DEVIATORS PROM M STANDARD SHALL R RIPPLE Mr) & MHERE PART CRCLE FRISATION HEADS ARE ADJACENT TO A UDW Alcla APPROVED BY THE RECREATION AND PANG DIRECTOR I Z=MQN MANIT-ACTURER AND TYPE TO BE APPROVED PAWLS PER aRRENt BY RECREATION AND PARKS DIRECTOR RANWACTURER5 BRICK DIRECT BURIAL z WALL, LOCATE HEADS WIN. 4P IlOaW FROM FACE Or BUILDING HALL To 0. ALL LAWSCAM INSTALLATION %Kl BE IN ACCORCANCE NTH a Sp�r"Tlm (SEE NOTE 6) 'TM k CONTROL NRE5 TRUtE SANS .DINT BACK OF MWATION WAD. CITY SlANDARDS., MANIFACRRERS RECOMMOVA1104 AW SEC < TO CONTROL MEDIAN SMIJON 20 OF THE STANDARD SPBW"TM. VALVES. I TRIP" SHINS JOINT SMALL BE RAINIM SA SERIES Olt AMIRDVED, EaML Twom bm meamewm q ALL MATERIAL WED SWL BE NEW AND FREE FROM 5 ALL IIRRIGATICH C4RMOL MIRES (CONTROL AND COMMION SHALL 120-VOLT 5ERVICE )4' LATMAL LIM D. SEE APPROVED LANIOWAFEW&IGATIoN fVW FOR cl) �_yj CoONTROL yell IN CONDUIT. b AM AND ALL 0"SM FROM INIS STANDARD MAIL SHEET SNALL S'WIPIG MOM KMn CIA MARIPACTWRER, AN) BE 14 fikaE UL. SINOLE STRAND COPPER K17A TAPED AND PVC LONG SYCEP ELL - BY APPROVED ffr THE RECREATION NO PAWS DIRECTOK 24' 7 a) WVLW AT V (SDW INTERVALS AND PLACEID NEAR THE SIZE A5 REQUIRED, CONCRETE COCRETE PORPORMANIM KBaNe-EM 1, (0" N. IL ADD 7 OF POSLE al HOW CHIP MATERIAL fROM a" IRRIGATION MAINLINE AT THE 5 OU=K POSITION. q SEE APPROVED LARMAIIMISATION PLANS AND LEGENDS, BLOCK WAIJ6- BLOCK SRM#VSIX f"Tr OR APPROVED egA- NOTES: SEE CITY STANDARDS SHEET L-2. Lmse M2116 W-AID OcUm Maurkdod) MR SPECIFIC, MOM ISIMBERS, SIM aWITITY, KWACRIIRIRS� 2% MIN SLOPE I. tM TEFLON ON ALL THRMADW "NM 6. ALL WERE CONNECTIlft 5HALL BE WATERPROOF AND APPROVED VARIES EPr THE RECIRFATION AND PAWS DIRECTOR SILM WILL NOT MODEL 5E3-2255 FINIGHM AND PERFORMANCE FIBRAR1150175. (I.O.B. z OF PIZEVAILINO 2 ALL NIPPLES SEAL BE SUEDU W PVC. (STRONG BOX BY VIT PRODUCTS) ��]Est-f�STD. F-&. WIND DIRECTION > ,. ALL FITTINGS BE ALLOYED LINJESS APPROVED, BY THE RECREATION AHD _F(oz SKALL BE SCHS)IU 40 PVC. PAM DIRECIOR. THE APPROVED SPLICES HILL Foaft THE OR APPROVED EQUAL WE OF A SPLZIE BOX FINISHED GRAVE IN TURF AIREAS, LOT 5. ALL IRRIGATION CONTROL VALVES SHALL. BE PLACED IN A PLASTIC IRRI&ATION CONTROLLER F-NCL05URE pm PLASTIC ROM VALVE BOX NTH BOLT DOM SIDE TREE 0 COVER, USE STAINLE55 BOLT WT AND WASHER A FLAW? T. MAINTAIN 20 110" SEPARATION ISETSIMN FeMOTE ILL ('5T) OR HEAT BRANDXON'0 LID. FOR TRW _j IRRIGATION CONTROL VALVE BOX WITH VALVE IV TAG. THE ToP OF THE VALVE BOX SHALL BE 2D'WmJ BELOW IIINIS TEE ftl) ILL Rm THE 5TAKE5, .40 GRADE IN 7W COMM V&VI5 (CCOMM TO CENTER1.10 *0 MORE THAN CH STRIP (SEE CIT'(,5TANDAdW < o AND 2.0' (5orW ABOVE FNIGHEED GRACE IN PLANTER AREA THE ONE VALVE IS INSTALLED IN THE SANE LOCATION. LATHRAL GvCK COPLER KEY An MALE HOSE 515 LAN756APE AREA SHEET L-11, DETAIL 4 WO"R. TREE TIE M484 OR APPROVED 9ATM 0 Z n 4i "TIC FOLLONNS VALVE BOAS AND LOS OR APPROVED EaK MST IIE ABLE TO REPLACE VALVE MITH= 0ATINS UNCE COW�CTION AS %MK KEY MIST CLEAR VALVE BOX WATERPROOFING EaJAL 2 TIES PER STAKE (3 TIES AS HMM) THR"Dw - - SLOPE WITHIN A LANDSCAPE AREA SHALL BE FROM HALL �V STA010 LA20AMON ARE Mm AcceprAmf ANY DEVIATION MR M AccanW BOXES "I&AIM LINES OR MOVING Box NOTES: TOWARDS 5TREET WITH 2% MIHIWM AND +1 MAYJWK ~ACnM AND TYPE TO BE APPROVED 5TAKQV o i A30 LIM MOM MST BE APPROVED 13Y THE ABOWATION AND PAWS FIN15HED GRAM IN 5HW AREAS BY RECREATION NO PARKS DIRECTOR (5M NOTE #2 NO DETAIL J) LL DIRECTOR 6 WHERE ROMA LOCATE YALVE6 IN THE RMU AREAS 4" MN. NOTE: 1. LGE SCHEDULE W PVG C;ONDI)IT sm AN ENCLOSED 5 ALL IRRIGATION INSTALLATION SMALL BE IN ACCORDANCE shms FIft STREETWAdVE m-'TtoN ONLY ALLOYED WITHIN CORNER MAKW LOCATIONS (13.1h) T _TRLw 01,440 SINGLE VALVES: NOS PRO SERIES 14'XI4" 4L ALL IRRISATM INSTALLATIONS 9-ALL BE IN ACCORDANCE WITH I(- @ f FOR W ONLY HATER 00R]IRLIGATED VALVE BOX WITH SOOT DOHA CADYM 2. CONSTRUCT OSF MW THICK, CLASS V CONCRETE SLAB AS C41Y STANPARD% THE LATEST EDITION OF T1411! CALMNA, K"r* {STANDARD TYPE 54C)EKALK) WATER BASIN DA51N Cr1Y STANDARDS, THE LATEST AIPPROVID EDITION OF THE UNIFORM IMXM TO RECEIVE THE MEDSTAL MOINTED IRRIGATION CONTROL MM AND MANWACTURER'S FV414MINIDATM SECTION 20 OF FINGHED WICK C4UPLER. VALVE aACK C,01,ftM NOS PWO SERIES lo' RDURD NUMBING COVE, MAIffACnRER!S WCOMMEIVATIOPA SECTION aDUC COMPACT 05'ft* BASE TO W% RELATIVE THE STANDARID WMCATIOW5 AM AS DMTED BY THE: 6RAPE WATER PROOPM 4.0• BERM Fs 000 INri < C4RRLl&ATW VALVE BOX KT14 BOL-r MOM CoVL4r_ 20 OF THE STANDARD SPECRCATVA AND AS DIRECTED BY THE DENSITY PRIOR TO PLACEMENT OF CONCRETE %jW RECREATION AND PARKS DIRECTOR 51AINLE55 57M CLAMP (KA15M PLANTS AND RECREATION AND PAM 011416rTORL 6 ALL MATERI[ALS, SMALL BE NEH 06V FREE FROM DEFECTS. BRICK 5"ORlS WIFE PULL BOX: NOS PRO SERIES 13'X201 JAMO 5. ALL IRRIGATION CONTROLLER SHALL BE TOP MOLINT, RETANINO KALL_S) RIECTAWSUL� VALVE BOX WITH BOLT CoOWN C;oVM OF A VANDAL AND W-ATHER RESISTANT %A%n MANINAmuRED I SEE APPROVED LANW-APE I 14WTON PLANS I. PROVIDE POSITIVE DRAINASE (25 MININIH TO Q MAX) -atom OF TRE: To Or co 110 • ALL MATERIALS M 94ALL BE NEW MV FREE FROM DEFECTS, BMW OF 304 GRADE STAINLESS SIM AND LEGENDS FOR SPECIFIC MODEL M#M?A SIM SICK bo PVC TRIPLE SHINS JOINT IN ALL FILL AREAS. 05'(150t) ABOVE FA NIFIng WTI T alANTITIE5 MANIPACRARIERS, AND FERPOW"IE 1 qV (23aW WIDE C04GFMM MOW SVP 5 Wam4ED FOR ALL mv4vaw) , �. TABLETS < w 4 INSTALLATION OF EIM IRRIGATION COGROL ARE FROM IL Alf 90 ALL CHANGES SHALL BE APPROVED BY THE RECREATION 4. ?VJW CONCRETE BASE - IV MR THK4a4M EXyM CONCRETE r MM30M MAINLINE LAWN AREAS ADJACENT TO PROPOSED OR EXISTING HALL PER "TINS. TABLETS NOTE *6) MOATICN, CONTROL UMA TO REMOTE CONTROL VALVE 15 AND PAW DIRECTOR PRIOR To IMPLENEVATION. IRPLE s""o imofwwr w U) RMIRED rM EACH MANIFOLIP ONDLE or VALVES), EXTRA wrow Clima PIMENSIM OF SaOSIM PITH IrA am ANY NO ALL ORANSES FROM THIS, STANDARD SKI BE #4 x 36'REW STAKES, C41Y STANDARD SHEET L-41, DETAIL M. 5 ALL MATERIALS WED SHALL BE M4 AND FREE MGM (-,a NOTE 416) HIRE SAL BE A DIFFERENT COLOR THAN THE ONE LM To FOR DRAK46L APPPDVW BY THE REGFIZATION AND PAWS DIRECTOR PRIOR 2 REWIRED ll� IFECTICII& z < Il SEE APPROVED LANOSCAIIVRWATM PLANS AND LEM" TO ANY TYPE OF CONSTRICTION. 5 HALL WATER PROOFING 15 R1551191W MR aff STANDARD OPERATE VALVES (ONE COLOR FOR ALL VALVE WIRES 4 ONE COLOR FOR SPECIFIC MODE.. ItMEERS, SIM aWM, MWACMIREIRS LATERAL. LIM LANDSCAPE FABRIC SHEET L-fl, DETAL 4 (p. IF aftINS AV OR OWWM FOR LANDSCAPE CENTER MEpM UND1511111RUED SOIL ;2K _lm... 2x WDTM FOR ALL EXTRA "Fai AND PaRFORIMANCE R150RIMM. 5/4' ROCK, I CIB[C Fr. 4. ANY AM ALL aW46M SHALL BE APPROVED ISYTIE ARE N17T IEKISTINS SM APPROVED VVIL ENGINEERING, ENTER MG, 3. POP LF 5FRAY WwW RECREATION AND PARKS DIRECTOR PRIOR W IMPLENWATION. T. 40 OMW MIN PLANING AREA HIM STAKIbO CEMIL TYPICAL S~ REVISIONS o3oftom Q M-ANnhfi DETAIL w < REVISIONS w CITY (j%F BAKERSFIELD CITY OF BAKERSFIELD CITY OF BAKERSFIELD REVISIONS CITY OF BAKERSFIELD REVISIONS REVISIONS U U) DETAMS FOR REMOTE CONTROL VALVES DETAILS FOR TOP MOUNT, STAINLESS STEEL LANDSCAPE AND IRRIGATION DETAILS FOR LANDSCAPE DETAILS FOR MEDLAN CITY OF BAKERSFIELD z w CONTROLLER ENCLOSURE VARIOUS IRRIGATION HEADS ISLAND PARKWAY, WATERPROOFING DETAIL FOR TREE AND _j w STANDARD STANDARD STANDARD PLANTER WALL, AND RETAINNG WALLS SHRUBIPLANTING I C) PLAN NO. PLAN NO. PLAN NO. STANDARD STANDARD r__ IN f OF 14 Wk. APPROM RM MIR L-6 SW 7 or 14 1 AMROM MXX= L-7 ffiff 8 or APPROVS) =XX3= um- PLAN NO. PLAN NO. 2 CE L-8 SM 1) OF 14 APPROVE UT < 05ffH I L-9 L-10 0 < CIENTERLINE I`INr_+E9 (0 .15m) TYPICAL ALL 510M 00VTOB, AMEN KTMN MIMMAN AC41PTA•Li! THE O5X:CTIVE 19 TO SOFTEN THE VISUAL IMPACT OF A FENCE oFt WALLED rRoWTAee NOTES: _1 CD OF FENCE GRADE FOR �� PLANT MATMIAL SMALL. EX SM=TEP 70 PROVIDE A PLEASINS LAND5CApe WITH LOW w MR FL'zn��� MAINTENANCE REWIREMDn. LAND%�AM M-W MATIERJAL COMENNATION5 W" OIL I. A RMUNS MPTARTMEW APPROVED CONCEPT RA4 19 TMN� LIMM5 5KA" 912 04rd"LY SUWACAW RIEVIENED, AND APPROVW &Y CITY PARKS DIVISION. REaRREP PRIOR TO 81.113MITTAL OF MALL IMPROVEMENT KANS. LL z OR C4 ARTMAL TR%" MAY 'Tir CAP PER APPROVED OR C4LLMTOR lw_C+WN LINK FENCE ID, (25mr) bm Nom 'u) ME TO SIGHT Lim RESTIRICTION5. A SEPARATE AUTOMATIC IRRIOATION SYSTEM 15 FMWIF4W. CONCEPT MAN 2 room To ISE aAss V CONCRETE. U) - OR HOOD FENCE Fe, - 250" 01,214PA). cr 0 MOW STRIP FINISHED GRAVE DrIFERENM ON EACH SIDE OF THE w CC 1]9 MIN WALL 901J. NOT D= ID' (03w 05" RAID. (15w) c0owegem MOW 517mp 4 GROUT ALL CELLS TO 20 (OhN ABOVE IVA MADE < w TYPICAL ALL SUM OWMAIN 7LW PIWM FLAMM #4 52'(O.&m) O.G. 5, 6RW ALL CELLS CONTAINING REOOJR, INGI-LIVINS BOND ID"(25rrtrj I f =1 MIN HORIZONTAL Wm. TO TOP OF WALL. m (5m NOTE 05) q 0 qD" & A MININIM OF 254 OF Spam, SIDE MASCNRy To F.6. (Tmr) (025m) (025rr) FIN15HM 0 51 RAD. (15m) b LL U) I I 75ri n) F IL W --ILL GRACE FTYPICAL TOP SIDES li BE YDMJW. l5k MR - 2% MAX FALL rL-ANoscApitis umiTs WITHIN MEDI-AW v-1 T. TOP OF PKL GRAVIIENT' TO MATCH FIL TO A MAXIMM 0 AKAY FROM PLAYGROUND IIIIIII IIIIIIINIIIIII -;;Ql- OF DOM SLOPE, OR 5 1 To MEET HEISHT Feame-WrIS So LOT IN GATE k_AHmR6_ : My 0945V A6 DETS04NED BY ASTM P4W TO A kw LAM MON RAW. VOW WINK tIAIR06C.Aft DI 5f cfff eamm 6.0' (ISOM F r LIM is BEARING SOL SMALL BE c4MPACnv v om OF MAXM IM EARTH Iwl FENCE VARIES bD' x &D' x 6' rOW,RETE MOW STRIP T OR MASONRY WALL (0.15m x 0.2m x 0-4m) DEPTH Or 10 (051W 0110H BOTTOM OF FOOTINS MOH STRIP AT CMAIN LINK mam BLOC<5 NT5 F21NIC-M AND P4000 FEW-15 WIDTH VARIES q WATER PROOF 5MACINS MITH OW (oj%" TWA MP AMIALTIC MATER PROOF COATING OF APPROVED 5201, AS PER BOTTOM OF SLOPE ff a STANDARD SHEET LA DTEAL 64. COAT OILY THAT PORTION EVERY 5'(4hW ON ALL OFFHEIt CONCRETE JRFACM "15% MAX. PLANTER AAMA SURFACM TREATMENT ob _.; DESIGN CRITERIA: (5th NOTE #5) 41.01 2, ALL AREAS To RECEIVE CONCRETE SHALL BE opwww To AS APPRj:DVMP BY Ej�j . WZ RELATIVE D91517f FOR A DEPTH OF OYMOW OR AS RECREATION AND I. 004RETE MASONRY UNIT Om v HIS" m5m (0230� COMPACTED PE7A #- OF PIARK!5 DIRECTOR 04 0 32' (0.W O.G. PINI EARTH APPROVED BY THE RECREATION AND PAM DIRECTOR 1. A WMIR BORDER OF HARD WWAM TFPATM&r 15 RB2NRw AOjAaNY To THE WK OF an TIpO�IGHpIjY ZONE EL . ..... BEND INTO FOOTING CONFORMS TO A57M C40. GRADE S. TOP OF ICON STRIP SNALL 13E IA' OnW ABOVE FINISHED I IMIW10RUD STM - GRADE 40 ME PLANTER WIDTH) HARD WQP 7 My RE 2. N WIDTH ro U55 THAN I" AWRED FROM [TOE IL (b ACE TWA MENT AMIEV. 3 MAX"JM SOL MAIRINIS PRMIRE = 100" (6411PA) GRAM NO ADJACENT TO IM AND 2.0' MffW ABOVE 5 HARD SIMWX TREATMENT OILY 46T BE INSTALLED WHEN THE MNM WIDTH DOES NOT CROP FOR 50 COWISECIUTIVE rMT. S'* WHIDE LANDSCAPE M-ANTIN15 AREA MWEEWSHIRLft) DRIVEWAY 4. WIND DESIGN 15 -IOMPH 000% EWoWjV V 6.0. (15ardyl) p' -5' WIDE LANDSCAPE! fl-ANTINO "MAS ONLY) FOOTING FINISHED 61RADIE HHEN AP464W TO RAM 4 NO "M MU BE AlJaW IN PLANTER AREA MTHOUT PRIOR APPROVAL OF RECREATION AND PAWS DIRECTOR. CURB/GLYTER CONCRETE AND SEISMIC zow V. 4 N THE GRADE ON THE LOT SIDE OF THE WALL m maHER 5 STAMPED CONCRETE INSTALLATION SHALL BE To Wwr spEcimancN5 OR ApmRovW BgjAL. S. amVISION HALL SIGNS1. co THICK CONCRETE It MOW STRIP SIDEWALK SA AIPPROVIED MATERIA-1A k_z= THAN THE GRADE ON THE STREET SIDE OF THE MALL, MATER 6. VRAY HEAD' IRRIGATION MaM THE IS' SURFACE 7MATMV ALONG THE MOLTER OF THE PLANTER To BE INLAID A SIM NO liOdij�Dj OF PROOFIND 15 REWIRED. SEE CITY STANDARD SHEET LA DETAIL CA SLOPED NHAIRI) TOWARD THE PLANTM At A NT5 A= STAINLESS SMOMASS GRANITE folk HAM PROOPINS 1woma"am. 7. ft&W-�SD` 15 BWJWW HOPIEVER, WHERE STREET L GRAM EXCEED 25 FALL, %PRAY NEW TYPE twift- . =paA.XX,6,,,oK TI0N L ARI-:A HEMM4 BACK dr SaMVdX AND WLL S. All- GROM C4VM SMALL OE REVOW AIV 7. up ct"ws WHIS SHALL BE Uaw To Saillm Sa STAIRZ25 STEi6tft AW44M (V4* X UO� BLOCK KALL- - S. A W (023W WIDE CMM NOW 5WP is REWIRED FOR ALL 6. COLOR MINIMA MO"ED Top 10C OR POM AT rRWMTY Lft SWA. Be W APPROVII!V W CITY PAR" WINON. WALL. OR FENCE. EPDXY AND SHALL DIRECTOR OR OTHER HARD SIRFACE TREATMWr SHALL BE ut WED IN 0MILTATION NTH THE RECREATION No ANDPOTTOM MUSIONWNWTH HAVE 1 LANDSOMM. IF "DWASe IS LESS TIRAN IM 4. ALL M_#XT5 ONRILM 1111IRM SHALL � AN 0 YOM LAW AREAS ADJACENT TO AN Ejqsvo OR. PRorosev mm&HALL F LINE-AR f�, THI! AREA BEYMM ftlrA(A*4.L AND LANIPC&APE Hln� *w.L ov q. AW4KABLE SnadFIRLAN PW RcmvnxjAL LX S14ALL He 0 PULAR ATk3gAl W4K OF OARS GRALL FWEVE CoWARM "M AND 00� SIDEK A6 LZW" aAyggj�&IM OECD 5 *&aEaW=WT W x w, TION 5. 1 - IRA GRADE cn CITT STANDARD SHEET L-11, MAIL W 8 W G 1111L NAVC A UPI TV OR FENCE 4- 10 INSTALL MOWER RAW AT ALL MEOIAN BRE or POW OF C4*MTIQN. WITEMPED TO THE FACE OF HALL ERE qLW OR -AKSAIRUIRAaLy AT LEFT no po AD. To AREM 2 OROMV COYM YAY BE LIGM ONLY MWIN DRILL SITE rROWAGE 15 L"S THAN W LIMAL m 6. ANY AND ALL CHANGES FROM THIS STANDARI) DETAIL %W C4115 VaNT LANK 045YAWA! WTNM BACK OF SIPIOW" AMD MIM 0 4 MW AIV SIFIALL, BE SPACW ND PH�T AS PAPALLS. TG TM APUAGOIr SHALL BE APPROVED BY THE RECREATION AND PAWS DIRECTOR 11. 0O•PA( T OV65OW BASE TO qM RELATNE Dealy BELOW ALL MpDSCApr EXCI205 NY. GLOM THANX T�M PWI 01�M AT K%%NtMY STROL117 PRIOR W CoNS714Zrat 12 MON RAW IRMIRED ON ALL ENDS, OF MEDIAE (2 MO RAMP$ MR ISLAND) CONCRETE R= tw PER rr V4. MOY67RIP AS L1.01 TIP PILASTER I ALL CONCRETE SHALL BE aAss V IN ACCORDANCE wn V4" 1r LA4 _=Prl REGUIRM MR DETAIL L-14 0 (0.23W CITY STANIDAPM THE LATEST WM OF SECTION 15 OF Tit JZ MON 5TRIF` AT STANDARD SPECIFICATION, AND AS APPROVED BY THE 2 - #4 %n rP-LA-Nl 21411A LONGITUDINAL t NA AND AV 8. PARKS DMVK CONTINM MOM STRIP ALONG KAU SWI WAME PII.ASTERL q. MOM STRIP SIHIALL 13E INSTALLED AT ALL PROPERTY LINES. SECTION A-A 5COTION B-5 5E6TION C-r. #4 a lb.'(0 41r) O.G. "4' MOH RAMP NO PLANTER PLANTER S TURF AREA or 05 a 24" (Chn) O.G. 30, (Ohff) REVISIONS REVISIONS REVISIONS SHEET NO. REVISIONS A CITY OF BAKERSFIELD CITY OF BAKERSFIELD CITY OF BAKERSFIELD CITY OF BAKERSFIELD PLEASE REFER TO THE FOLLOWING INTERNET LINK FOR MORE DETAIL FOR CONCRETE MOW SnMS DETAMOR & PLAYGROUND SIDEWALK LANDSCAPE LIMITS WITI-EN MEDIANS TYPICAL LANDSCAPE WALL DETAIL FOR INFORMATION IN REGARD TO THE CITY LANDSCAPE STANDARDS: STANDARD STANDARD OR FENCE SCREEN STANDARD MASONRY WALL NON-RETAINING STANDARD IL 12� wr 11 op 14 PLAN NO. PLAN NO. PLAN NO. PLANNO. http://www.bakersfieldcity.us/cityservices/pubwrks/designman/pdf/landscape-6-11-2007.pdf APMOM RM nAn $Iff 12 or 14 -1 AffROVW mmxx= L-12 off 13 Op 14 AMOM D&TE L-13 L.�_A_ op 14 RMXM= DAM L-14 I 1 7.1 v 18 OF 21 23 �7 9 10 11 1'2 13 14 1'5 1 )o '6 '7 1� 19 22 )4 29 30 __j (0.2n) ELOGK HALL INS (024 COMPACTED EARTH OF fflICE APPROVED IIATIRPRLOF ON LOT SIDE ELAZON90" SIVENALK I ZWOM A C-i ­ P OR DRILL SITE AN �A-f GATE - BELOW LOT PAD 6RAVE DOWN TO FOOTING, 10 FOOTINGS SHALL NOT mav Ym mm ft" ON THE PLANS BY MORE THAN 20' "" ANY P0104"M WZEMW NOTES; LOT HAND SLNWACF_ TIRMATMIENT, PENOTM oow� FE x IF TO MAINTAIN THIS FOOTING NI7M SHALL BE BELOW THE FfNSW TOP OF GRADE AT LEAST W (QAM) OR THE DEPTH OF THE "I 6RADE 1. CZETRICT A DEEP SCOW -nur A pmr AM AT Pirmy pws! 50% MIN. PLANTL9k AREA ACCI!PrAlXE RAIRD, C= OR MOYERS. Mw_kIEVER is um EVERY 5'(4hW ON ALL OFFHEIt CONCRETE JRFACM "15% MAX. PLANTER AAMA SURFACM TREATMENT ob _.; DESIGN CRITERIA: (5th NOTE #5) 41.01 2, ALL AREAS To RECEIVE CONCRETE SHALL BE opwww To AS APPRj:DVMP BY Ej�j . WZ RELATIVE D91517f FOR A DEPTH OF OYMOW OR AS RECREATION AND I. 004RETE MASONRY UNIT Om v HIS" m5m (0230� COMPACTED PE7A #- OF PIARK!5 DIRECTOR 04 0 32' (0.W O.G. PINI EARTH APPROVED BY THE RECREATION AND PAM DIRECTOR 1. A WMIR BORDER OF HARD WWAM TFPATM&r 15 RB2NRw AOjAaNY To THE WK OF an TIpO�IGHpIjY ZONE EL . ..... BEND INTO FOOTING CONFORMS TO A57M C40. GRADE S. TOP OF ICON STRIP SNALL 13E IA' OnW ABOVE FINISHED I IMIW10RUD STM - GRADE 40 ME PLANTER WIDTH) HARD WQP 7 My RE 2. N WIDTH ro U55 THAN I" AWRED FROM [TOE IL (b ACE TWA MENT AMIEV. 3 MAX"JM SOL MAIRINIS PRMIRE = 100" (6411PA) GRAM NO ADJACENT TO IM AND 2.0' MffW ABOVE 5 HARD SIMWX TREATMENT OILY 46T BE INSTALLED WHEN THE MNM WIDTH DOES NOT CROP FOR 50 COWISECIUTIVE rMT. S'* WHIDE LANDSCAPE M-ANTIN15 AREA MWEEWSHIRLft) DRIVEWAY 4. WIND DESIGN 15 -IOMPH 000% EWoWjV V 6.0. (15ardyl) p' -5' WIDE LANDSCAPE! fl-ANTINO "MAS ONLY) FOOTING FINISHED 61RADIE HHEN AP464W TO RAM 4 NO "M MU BE AlJaW IN PLANTER AREA MTHOUT PRIOR APPROVAL OF RECREATION AND PAWS DIRECTOR. CURB/GLYTER CONCRETE AND SEISMIC zow V. 4 N THE GRADE ON THE LOT SIDE OF THE WALL m maHER 5 STAMPED CONCRETE INSTALLATION SHALL BE To Wwr spEcimancN5 OR ApmRovW BgjAL. S. amVISION HALL SIGNS1. co THICK CONCRETE It MOW STRIP SIDEWALK SA AIPPROVIED MATERIA-1A k_z= THAN THE GRADE ON THE STREET SIDE OF THE MALL, MATER 6. VRAY HEAD' IRRIGATION MaM THE IS' SURFACE 7MATMV ALONG THE MOLTER OF THE PLANTER To BE INLAID A SIM NO liOdij�Dj OF PROOFIND 15 REWIRED. SEE CITY STANDARD SHEET LA DETAIL CA SLOPED NHAIRI) TOWARD THE PLANTM At A NT5 A= STAINLESS SMOMASS GRANITE folk HAM PROOPINS 1woma"am. 7. ft&W-�SD` 15 BWJWW HOPIEVER, WHERE STREET L GRAM EXCEED 25 FALL, %PRAY NEW TYPE twift- . =paA.XX,6,,,oK TI0N L ARI-:A HEMM4 BACK dr SaMVdX AND WLL S. All- GROM C4VM SMALL OE REVOW AIV 7. up ct"ws WHIS SHALL BE Uaw To Saillm Sa STAIRZ25 STEi6tft AW44M (V4* X UO� BLOCK KALL- - S. A W (023W WIDE CMM NOW 5WP is REWIRED FOR ALL 6. COLOR MINIMA MO"ED Top 10C OR POM AT rRWMTY Lft SWA. Be W APPROVII!V W CITY PAR" WINON. WALL. OR FENCE. EPDXY AND SHALL DIRECTOR OR OTHER HARD SIRFACE TREATMWr SHALL BE ut WED IN 0MILTATION NTH THE RECREATION No ANDPOTTOM MUSIONWNWTH HAVE 1 LANDSOMM. IF "DWASe IS LESS TIRAN IM 4. ALL M_#XT5 ONRILM 1111IRM SHALL � AN 0 YOM LAW AREAS ADJACENT TO AN Ejqsvo OR. PRorosev mm&HALL F LINE-AR f�, THI! AREA BEYMM ftlrA(A*4.L AND LANIPC&APE Hln� *w.L ov q. AW4KABLE SnadFIRLAN PW RcmvnxjAL LX S14ALL He 0 PULAR ATk3gAl W4K OF OARS GRALL FWEVE CoWARM "M AND 00� SIDEK A6 LZW" aAyggj�&IM OECD 5 *&aEaW=WT W x w, TION 5. 1 - IRA GRADE cn CITT STANDARD SHEET L-11, MAIL W 8 W G 1111L NAVC A UPI TV OR FENCE 4- 10 INSTALL MOWER RAW AT ALL MEOIAN BRE or POW OF C4*MTIQN. WITEMPED TO THE FACE OF HALL ERE qLW OR -AKSAIRUIRAaLy AT LEFT no po AD. To AREM 2 OROMV COYM YAY BE LIGM ONLY MWIN DRILL SITE rROWAGE 15 L"S THAN W LIMAL m 6. ANY AND ALL CHANGES FROM THIS STANDARI) DETAIL %W C4115 VaNT LANK 045YAWA! WTNM BACK OF SIPIOW" AMD MIM 0 4 MW AIV SIFIALL, BE SPACW ND PH�T AS PAPALLS. TG TM APUAGOIr SHALL BE APPROVED BY THE RECREATION AND PAWS DIRECTOR 11. 0O•PA( T OV65OW BASE TO qM RELATNE Dealy BELOW ALL MpDSCApr EXCI205 NY. GLOM THANX T�M PWI 01�M AT K%%NtMY STROL117 PRIOR W CoNS714Zrat 12 MON RAW IRMIRED ON ALL ENDS, OF MEDIAE (2 MO RAMP$ MR ISLAND) CONCRETE R= tw PER rr V4. MOY67RIP AS L1.01 TIP PILASTER I ALL CONCRETE SHALL BE aAss V IN ACCORDANCE wn V4" 1r LA4 _=Prl REGUIRM MR DETAIL L-14 0 (0.23W CITY STANIDAPM THE LATEST WM OF SECTION 15 OF Tit JZ MON 5TRIF` AT STANDARD SPECIFICATION, AND AS APPROVED BY THE 2 - #4 %n rP-LA-Nl 21411A LONGITUDINAL t NA AND AV 8. PARKS DMVK CONTINM MOM STRIP ALONG KAU SWI WAME PII.ASTERL q. MOM STRIP SIHIALL 13E INSTALLED AT ALL PROPERTY LINES. SECTION A-A 5COTION B-5 5E6TION C-r. #4 a lb.'(0 41r) O.G. "4' MOH RAMP NO PLANTER PLANTER S TURF AREA or 05 a 24" (Chn) O.G. 30, (Ohff) REVISIONS REVISIONS REVISIONS SHEET NO. REVISIONS A CITY OF BAKERSFIELD CITY OF BAKERSFIELD CITY OF BAKERSFIELD CITY OF BAKERSFIELD PLEASE REFER TO THE FOLLOWING INTERNET LINK FOR MORE DETAIL FOR CONCRETE MOW SnMS DETAMOR & PLAYGROUND SIDEWALK LANDSCAPE LIMITS WITI-EN MEDIANS TYPICAL LANDSCAPE WALL DETAIL FOR INFORMATION IN REGARD TO THE CITY LANDSCAPE STANDARDS: STANDARD STANDARD OR FENCE SCREEN STANDARD MASONRY WALL NON-RETAINING STANDARD IL 12� wr 11 op 14 PLAN NO. PLAN NO. PLAN NO. PLANNO. http://www.bakersfieldcity.us/cityservices/pubwrks/designman/pdf/landscape-6-11-2007.pdf APMOM RM nAn $Iff 12 or 14 -1 AffROVW mmxx= L-12 off 13 Op 14 AMOM D&TE L-13 L.�_A_ op 14 RMXM= DAM L-14 I 1 7.1 v 18 OF 21 23 �7 9 10 11 1'2 13 14 1'5 1 )o '6 '7 1� 19 22 )4 29 30 __j 13. Spacing on trees and shrubs shall be not less than their diameter at maturity. 14. Groundcover plants shall be planted a minimum of 12" from any walkways and all irrigation equipment. 15. Pruning: Prune all plant materials. Only skilled workmen shall do this work under the direction of the landscape contractor. 13. Coverage A. The contractor shall flush out and adjust all sprinkler heads and valves for optimum coverage with minimum over spray This shall include regulating the pressure at each valve to obtain the optimum operating pressure for each circuit. B. Prior to commencement of the maintenance period, the contractor shall demonstrate the irrigation system coverage. The contractor shall notify the City Parks Division twenty -four (24) hours prior to such test. C. The City Parks Division shall have final approval of coverage. 4 is 1 1 0 0 Q rn Q uJ O 4 a- ��US M CIO v N 11- , Cl) O c; d !� s Z w Landscape Specifications Irrigation specifications w General Notes: General Notes: 1. Scope of work: Complete all landscaping work as shown on the drawings and as specked herein. 1. Scope of work: Includes furnishing all labor, materials and equipment for the proper installation of the irrigation system. The work includes, but is not q VA tow necessarily limited to the following: 2. General requirements: A. Trenching and backfill. ) A. All plants furnished by contractor shall be true to name. Conform to standardized plant names by American joint committee on horticulture B. Automatically controlled irrigation system. C. Test all systems and make operative. nomenclature. All work shall conform to applicable requirements of American Association of Nurserymen, Inc. standards. D. "Record" drawings. QQ� B. All nursery stock and other plant materials shall be subject to inspection by City Of Bakersfield Parks Division prior to being removed from cLL � containers and placed in ground. All plants shall be free of disease and insects of any kind, and all necessary inspection certificates shall 2. Guarantee: All work shall be guaranteed for one year from date of acceptance against all defects in material, equipment and workmanship. Guarantee shall -Jo 0 accompany accompany each shipment as required by law. C. plants of normal growth and uniform height, according to species, with straight primary trunks and well - developed leaders, roots also cover repair of damage to any part of the premises resulting from leaks or other defects in material, equipment and workmanship to the satisfaction of the and tops. Heeled -in stock or stock from cold storage shall not be accepted. owner. All repairs, if required, shall be done promptly at no cost to the City of Bakersfield. D. Provide plants of sizes specified or listed on drawings, size stated in each case being interpreted to mean dimensions of plants as it stands 3. General: in its natural position in nursery without straightening of any branches or leaders. E. Provide legible labels attached to all plants, specimens bundles, boxes, bales, or other containers indicated botanical genus, species and A. Permits and fees: Obtain all permits and pay the required fees to any governmental agency having jurisdiction over the work. Inspections being required by - size of each. local ordinances during the course of construction shall be arranged as required. On the completion of work, satisfactory evidence shall be furnished to the City of Bakersfield to insure that all work has been installed in accordance with the ordinances and local code requirements. 3. Preparation of subsoil: When subgrade has been established by others and approved, smooth over to remove ridges and depressions so B. Approval: Wherever the terms "approval" or "approved" are used in the sperm cations, they shall mean the approval of the City of Bakersfield in writing. surface is C. Before any work begins, a conference shall be held between the contractor and the City of Bakersfield concerning the work under this contract. parallel to finish grade. D. Coordination: Coordinate and cooperate with all other contractors to enable the work to proceed as rapidly and efficiently as possible. Q E. Inspection of site: Contractor shall acquaint himself with all site conditions. He shall call U.S.A. prior to construction to locate all underground utilities. -- 4. Grades: Finish grades for all project prior to planting or hydroseeding, unless otherwise approved by the City Parks Division, shall be no Should site utilities not show n on the plans be found durin g excavations, contractor shall promptly noti fy the City of Bakersfield f o r instructions as to further less the' /" below hard surface, and not more than 1" below hard surface, i.e. cement slab, sidewalk, concrete header. action. Failure to do so will make the contractor liable for any and all damage thereto arising from his operations subsequent to discovery of such utilities not shown in plans. 5. Digging and shipping of plant material: F. Protection of existing plants and site conditions: The contractor shall take necessary precautions to protect site conditions as they exist. Should any damage A. Exercise extreme care in digging, transporting, handling and packing of all plants. be incurred, the contractor shall repair the damage to its original condition. B. Handle plants so roots are protected at all times, and delivery is in open vehicles, cover entire load, but not be so tight as to cause heating. G. The City of Bakersfield reserves the right to reject any material or work, which does not conform to the contract documents. Rejected work shall be removed C. No plant will be accepted when ball of earth surrounding roots has been cracked or broken preparatory to or during the process of planting or corrected at the earliest possible time. or when burlap, staves, ropes or platforms have been removed. Protect root balls from sun and wind by covering with soil or other suitable H. The contractor shall make necessary adjustments in the layout as may be required to connect to existing stubouts. Should any such stubs not be located material if not planted immediately on delivery. exactly as shown and as may be required to complete the work, the contractor shall take responsibilities to locate all stubs and make the connections. LLJ 1. All work is subject to inspection by a City representative. Any work covered without the approval of the City Park Division is subject to being uncovered for 6. Planting areas: Planting areas mean pits for individual trees, shrubs and vines or lawn areas shown on drawings or specifications. Locate inspection at the discretion of the City Parks Division. J. Final acceptance: Final acceptance of the work may be obtained from the City of Bakersfield upon the satisfactory completion of all work, thereby prompting �. - all such areas shown on drawings and stake out for approval by City of Bakersfield prior to planting. commencement of the maintenance period. 7. Preparation of lawn and groundcover areas: K. All points of connection for electrical service for irrigation systems shall be independent from traffic signal power source /street lighting power source. A single line schematic for the electrical power supply for irrigation systems shall be reviewed and approved by the City Engineer prior to the start of any A. All topsoil brought to the job shall be a fertile, friable natural sandy loam, without admixture of subsoil material, and obtained not more than landscape /irrigation installations. two or three feet from the top of the deposit and from a well- drained arable site. It shall be live soil and contain a normal amount of 4. Materials: _ decomposed organic matter and shall be free from heavy alkaline soil, coarse sand, stones, lumps, tools, sticks or other foreign matter. A. General: All materials throughout the system shall be new and in perfect condition. No deviations from the specification shall be allowed without the B. Soil amendments: All areas to be planted and irrigated shall receive soil amendments. The following soil amendments shall be approval of the City of Bakersfield. incorporated per 1,000 square feet of soil surface area. 1. Four (4) cubic yards organic amendments. Materials shall be organic wood based product consisting of B. Plastic fittings: All fittings to be schedule 40 Polyvinyl Chloride (PVC) standard weight as manufactured by Sloane, Lasco or an approved equal. redwood or fir only. Material shall contain no manure of any kind, weed seeds, or any foreign substance. Maximum G. Solvent cement: Compatible with PVC pipe and of proper consistency. See City of Bakersfield detail sheet for acceptable installation procedures of all particle size shall be Y4 ". Product shall contain a minimum 1% available nitrogen. aspects of irrigation. 2. 200 pounds agricultural gypsum. 5. Point of Connection 3. 10 pounds soil sulfur. 4. 150 pounds Gro -power Plus or an approved equal. A. In the event the point of connection to the city water supply is to be somewhere other than where specified on the plans, the contractor shall receive written C. Any soil brought to site must be from an area approved by the City Parks Division. approval from the City Parks Division prior to installation of the point of connection. D. Over prepared subgrade, topsoil shall be spread to such a depth that seeding or plants, and after area has been compacted and planted, B. The water meter for the landscape irrigation shall be located in the landscape area shown on plans. r for the o B.When surface shall conform to lines and grades designated. possible presenters shall located in planter areas. `- E. After spreading topsoil, condition with commercial fertilizer at the rate of fifteen (15) pounds per 1,000 square feet, which shall then be 6. Installation thoroughly rototiled into the topsoil. A. Excavating and trenching: F.After topsoil has been spread, the area shall be lightly raked to remove all additional stones, roots, lumps or any other foreign material. The 1. Perform all excavations as required for the installation of work included under this section. Including shoring of earth banks to prevent cave -ins. Restore finished surface shall be loose, smooth and pulverized. all surfaces, existing underground installations, etc., damage or cut as a result of the excavations to their original condition and in a manner approved by the 8. Lawns: City of Bakersfield. A. Seeding: The preparation of the subsoil and lawn areas shall be done just prior to the actual seeding which shall be done at a time B. Pipe line assembly: 1. Install remote control valves where shown and group together where practical. Place them no closer than 12 inches to the walk edges, building and favorable to the growth of the grass and only at the time approved by the City of Bakersfield. walls. B. Hydroseeding: 1. Prepare seedbed as previously described. 2. Plastic pipe and fittings shall be solvent welded using solvents and methods as recommended by manufacturer of the pipe, except where screwed 2. Hydroseed mix for turf areas shall be as follows: connections are required. Pipe and fittings shall be thoroughly cleaned of dirt, dust and moisture before applying solvent with non - synthetic bristle brush. 1/3 Unhulled Common Bermuda 3. Pipe may be assembled and welded on the surface. Snake pipe from side to side of trench bottom to allow for expansion and contraction. 1/3 Creeping Red fescue 4. Make all connections between plastic pipe and valves or steel pipe with threaded fitting using plastic female adapters with schedule 80 nipples. See 1/3 Kentucky Bluegrass details L -7 and L -5. 3. Mix shall be mechanically applied at the rate of 450 pounds per acre. C. Sprinkler Heads 1. Install all sprinklers as detailed In City of Bakersfield L -7. Sprinkler heads adjacent to curbs and other paved areas shall be to grade. Sprinkler heads 4. Mix shall include the following Wood Cellulose Mulch: 1800 pounds which are to be installed in lawn areas where turf has not yet been established shall be four inches above the proposed finished grade during establishment 5 Ecology Controls "M Binder": 500 pounds per acre period, and lowered to grade upon completion of project. - 20 -10 -5 fertilizer: 500 pounds per acre. 2. All sprinklers having adjusting pin nozzles shall have the pins adjusted into the stream for proper and adequate distribution at the water over the coverage 5. Hydraulic equipment to be used for the application of the slung mix shall have a built in agitation system to agitate pattern at the sprinkler. 3. All sprinklers having an adjusting screw, adjusting stem or adjusting friction collars shall be adjusted on a lateral line or circuit as required for the proper mix and entire unit shall be mounted on mobile unit. arc of coverage, radius. Diameter and /or gallonage discharge. 6. The operator shall spray with a uniform visible coat using the green color of the wood pulp as a guide. The slurry D. Closing of pipe and flushing lines shall be applied in a sweeping motions, in an arched stream so as to fall like rain, allowing the wood fibers to build on each other 1. Cap or plug openings as soon as all lines have been installed to prevent the entrance of materials that would obstruct the pipe. Leave them in place until - until a good coat is achieved and the material is spread at the required rate per acre. removal is necessary' for the completion of the installation. 7. Prior to hydroseeding, the area shall be irrigated in order to provide a moist seed bed for the hydroseed application. 2. Thoroughly flush out all water lines before installing heads, valves and other hydrants. 8. Hydroseed areas shall receive several consecutive waterings the day of the hydroseeding to thoroughly saturate 3. Test all work in accordance with City of Bakersfield requirements. the soil. 9. After initial irrigation, water shall be applied as often, and in sufficient amounts as conditions may require, to keep 4. Upon completion of the testing the contractor shall complete assembly and adjust all sprinkler heads for proper distribution. the soil wet and until germination is complete. 7. Workmanship ' C. Sod: 1. Prepare seedbed as previously described, but work for a surface W lower than surrounding paving. A. Lay out work as accurately as possible to the working drawings. The drawings, though carefully drawn, are generally diagrammatic to the extent that swing 2. Spread a layer of complete fertilizer (same amount as label calls for new lawn). joints, offsets and all fittings are not shown, 3. Unroll delivered sod on prepared seedbed. lldrps B. The contractor shall be responsible for full and complete coverage of all irrigated areas and shall make any necessary minor adjustments. The City of 4. Lay parallel with strips end staggered as in a bricklayers running band pattern. Bakersfield reserves the right to require the addition or deletion of irrigation heads to achieve proper coverage. 5. Press end of each strip closely against the end of the last strip. C. Any major revisions to the irrigation system must be submitted and answered in written form. 6. Roll with half water filled roller, weight not to exceed 250 pounds. 8. Backftl and Compacting 7. Water until rots have been penetrated deeply into the prepared seedbed. A. After the system is operating and at required tests and inspections have been made, backfill all excavations and trenches with clean soil, free of all rubbish. 9. Planting: B. Compact all trenches in areas to be planted by thoroughly flooding the backfill. Jetting process may be used in those areas. A. All trees shall be set slightly higher than the finished grade. No filling around the trunks will be permitted. C. Dress off all areas to finish grades. r,- B. All shrubs shall be set slightly higher than the finished grade. No filling around the stems will be permitted. Topsoil shall be carefully 9. Cleanup: Remove from the site all debris resulting from worts of this section. tamped under and around plants to fill all voids. C. Bottom of all plant area shall be loosened and a layer of topsoil at least two inches in thickness added to each pit so ball or roots will rest 10. Hydrostatic Tests thereon when plant is set to required grade. D. All trees shall be planted in pits at least one and one -half (1 -1/2) feet greater in diameter than their ball of earth or spread of roots. When A. Request the presence of the City of Bakersfield in writing at least 48 hours in advance of testing. the tree has been properly set and inspected, the pit shall be backfilled with topsoil to which has been added the bonemeal and gypsum at the B. Testing to be accomplished at the expense of the contractor and in the presence of the City of Bakersfield. joints rate of fifty (50) pounds per cubic yard of topsoil. Soil shall be thoroughly tamped and watered; after backfilling, a mound of earth shall be C, Center load piping with a small amount of backfill to prevent arching or slipping under pressure. All shall remain open. All valves or valve locations p p g p g pp g joints formed around the edge of each tree pit in order to form a shallow saucer. shall remain open. D. Apply a continuous and static water pressure of 60 PSI when welded plastic joints have cured at E. All trees 24" box and smaller shall be surrounded by stakes, se details. at least 24 hours and with the risers capped as follows: Main lines and sub mains shall be tested for at least 1 hour. F. All trees within turf areas, shall receive Arbor -gard or approved equal, trunk protectors. E. Repair any leaks resulting from the tests. 10. Mulching: fter the work of planting has been completed and approved, all shrub beds shall receive a to dressing of Forest Humus 1" g p g p pp p g ( ) F. Demonstrate the entire system to the City of Bakersfield, proving that all remote control valves are properly balanced, that all heads are properly adjusted for - one inch deep. radius and arc of coverage and that the installed system is workable, clean and efficient. 11. Planted area boarders: All planting boarders shall be 6 "x6" concrete strips. See City standard L -11, detail #0-0. Where turf is adjacent to "x9" . Electric Meter 11 11 The electric meter shall be placed as indicated on the plans and shalt conform to all applicable City a wall or fence, a 9 mow strip is required. See City standards L -11, detail N -N. A 6 "x6" mow curb is required anywhere City maintenance and agency standards for installation. responsibilities end. For phased projects, mow curbs will be required, even if not called out on plans, at phase lines to be removed upon B. The irrigation controller and the electric meter shat) be placed immediately adjacent to one another, beginning of construction of next adjacent phase. 12. No shrub shall be placed any closer than Y is diameter at maturity to any hard surface. Final placement of plant materials shall be 12. Quick couplers A. All quick coupler valves shalt be located in planter areas whenever possible. approved by the City of Bakersfield, and the City reserves the right to require the deletion or addition of plant material to achieve desired plant B. At completion of the project, the contractor shall provide the City with two (2) quick coupler keys. density. 13. Spacing on trees and shrubs shall be not less than their diameter at maturity. 14. Groundcover plants shall be planted a minimum of 12" from any walkways and all irrigation equipment. 15. Pruning: Prune all plant materials. Only skilled workmen shall do this work under the direction of the landscape contractor. 13. Coverage A. The contractor shall flush out and adjust all sprinkler heads and valves for optimum coverage with minimum over spray This shall include regulating the pressure at each valve to obtain the optimum operating pressure for each circuit. B. Prior to commencement of the maintenance period, the contractor shall demonstrate the irrigation system coverage. The contractor shall notify the City Parks Division twenty -four (24) hours prior to such test. C. The City Parks Division shall have final approval of coverage. 4 is 1 1 0 0 Q rn Q uJ O 4 a- ��US M CIO v N 11- , Cl) O c; d !� s Z w MAINTENANCE PERIOD NOTE: A TWO (2) YEAR MAINTENANCE PERIOD IS REQUIRED OF THE CONTRACTOR FOR ALL INSTALLED ITEMS, INCLUDING BUT NOT LIMITED TO HARDSCAPE, UTILITY ITEMS, TRELLISES, AND LANDSCAPING AND IRRIGATION SYSTEMS. PLEASE REFER TO THE SPECIAL PROVISIONS. I 0i 0 � V # 0 N U a 0 -P U L C: CO T U o cc' � U V) i (D LL W C 2 C m W o � co rco CP o T` t:t rn 0 0 04 ,- pON�M CL IX w Q� wdz T0� 0;. n� 0'/ VJ) q VA tow a °_ Q�_ ) J= gw� <,o W QQ� 9­, cLL � a� ao -Jo 0 ............... MAINTENANCE PERIOD NOTE: A TWO (2) YEAR MAINTENANCE PERIOD IS REQUIRED OF THE CONTRACTOR FOR ALL INSTALLED ITEMS, INCLUDING BUT NOT LIMITED TO HARDSCAPE, UTILITY ITEMS, TRELLISES, AND LANDSCAPING AND IRRIGATION SYSTEMS. PLEASE REFER TO THE SPECIAL PROVISIONS. I 0i 0 � V # 0 N U a 0 -P U L C: CO T U o cc' � U V) i (D LL W C 2 C m W o � co rco CP o T` t:t rn 0 0 04 ,- gT Q a 0 0 $ O N O co 0 Q o <o LL Q o cc lil W Cl) d Z Q LL J Z w a U r W � (n CIS U Z Z J 0 2 Cc Q 0 Cr W EL CJ) 06 ac U W < w Q m 1- 0 0 Z U �.1OWN - ` ze tzt a IV Elq J SHEET NO. 1�9300 19 OF 21 L m 0 cr Y 0- o W Z UJ W 0 Q Cr Z Z o ci Z o LLJ W w 0 _ N fl L - ---- - -' -- - - o Z Ir gT Q a 0 0 $ O N O co 0 Q o <o LL Q o cc lil W Cl) d Z Q LL J Z w a U r W � (n CIS U Z Z J 0 2 Cc Q 0 Cr W EL CJ) 06 ac U W < w Q m 1- 0 0 Z U �.1OWN - ` ze tzt a IV Elq J SHEET NO. 1�9300 19 OF 21 7J mm low- 10 5 2.5 0 10 20 z X X X X — X L _0H— OH — - - -OH - - E W E 1,4 _.. w w s �o W II IRRIGATION-- - 36+00 N CONTROLLER 1 "C, 4 #109 1( #1 OG--�^ li i II VI ( II If �) Z I 1"C, 2 #10, 1 #1 OG-- -----� (TYP. U.Ni 0.) C -7 i s40s i 1 II 1 I l i' II iI li I� I I j I B407 C_ i' I I REMOVED BY CITY {_. 35+00 N M ss ' ' r \ 1 MATCH LINE m m� ®®mF •tai ® ®6'46 . • !� !/ SEE RIGHT .- ' l _ „e W 4 — Qj 5 � 5 I -� - L L �{ EXIST. 1 -1/2” CONDUIT & _ WIRING BACK TO PANEL -= (WITHIN MP) PULL NEW A[ WIRING AS REQ'D. l•• • - 97 tp) ow m RELOCATE OUTLET _._ ..r... -' ■■ ■rr��b%rr��rrr ��rrr�':�r����■ . a. f ;.f ° ° f f � a f A. f ELECTRICAL PLAN - NORTH EAR 1" =10' 0 10 11 5 1� 7> NT -RNAL HALYARD R(STEMaFLAG'PQLEzBEACON Ix 1TT Z� Z_�. - / 15 i 6 17 18 19 )0 21 =mm GRADE 0 4 IF I 3 Lu "A Q � i _ � MATCH LINE 66 pill to b. i13 ® I" 1 la R wmwm IN it mmms UA f SEE LEFT OVER LOCKING ;ONCRETE METER BOX GROUND CLAMP "O -Z" ABC 0304 3/4 "X10' COPPER GROUND ROD #4/0 BARE COPPER, STRANDED DETAIL — GROUND WELL EL -1 ITEMS OF CONSTRUCTION S302 LIGHT STANDARD WITH IDENTIFICATION NUMBER 8302 LIGHTED BOLLARD WITH IDENTIFICATION NUMBER R301 WEATHERPROOF 110V DUPLEX OUTLET WITH IDENTIFICATION NUMBER H2O1 7� POLE MOUNTED FLOODLIGHTS WITH IDENTIFICATION NUMBER [5 SPLICE BOX NTH SIZE FOUNTAIN CONROLLER CONDUIT RUN ,* NO!81339 on 9/23/1 Or cp&%F cif, �G„i ID k.r c._ k.... od z °. v c� 0 N w a� C I Q U c op Oft a) m .gym W < m # U cp fi� O r v� c 0 oa T IY i w I Z LL w { 0 c I { v .c I z N i 0o 0 i z I � w 1 ° > I M w co 4- - o LL co z o ° Q m a V O o O Cc � z 8 2 2 � a Q _ 0 0 o rr W Z F- Q Ir J 0 ui is Z W 1 rr Z Z J J �cr-� o<� W �- U < W W m F- J O � W U SHEET NO. MLIIo 20 OF 21