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HomeMy WebLinkAbout7.1-205BENCHMARK TOP OF CONCRETE MONUMENT LOCATED AT THE CENTERLINE INTERSECTION OF MENTON LANE AND CITY IN THE HILL DRIVE. ELEVATION 720.58 CITY DATUM. BEARING BASIS STATE PLANE COORDINATE SYSTEM (NAD 83). THE CENTERLINE OF CITY IN THE HILLS DRIVE BEARS SOUTH 68055'30" WEST. CITY STANDARDS THE FOLLOWING CITY STANDARD DRAWINGS ARE HEREBY INCORPORATED AS A PART OF THESE PLANS: L-1: LANDSCAPE AND IRRIGATION LEGENDS L-2: PIPING, TRENCHING, AND BACKFILL L-3: POTABLE WATER PROTECTION L-4: THRUST BLOCKS L-5: REMOTE CONTROL VALVES L-6: IRRIGATION CONTROL CLOCK, OSCILLATION HEAD, AND TRIPLE SWING JOINT L-7: VARIOUS IRRIGATIONS HEADS L-8: VARIOUS PARKWAY AND MEDIAN SECTION MISCELLANEOUS DETAILS L-10: LANDSCAPE AND IRRIGATION FOR VARIOUS PLANTINGS L-11: CONCRETE MOW STRIPS AND PLAYGROUND SIDEWALK L-13: LANDSCAPING UNITS WITHIN MEDIANS L-15: MASONRY WALL NON -RETAINING L-3: IRRIGATION SLEEVEEND(S) L-3: ELECTRICAL CONDUIT TRENCHING AND BACKFILL L-8: QUICK COUPLER VALVE DETAIL ST -3: SIDEWALK ST -14: HANDICAP RAMPS AS MODIFIED BY CALTRANS STANDARD DRAWING A88A ST -22: TRENCH BACKFILL AND COMPACTION REQUIREMENTS W-1: STANDARD WATERLINE TRENCH W-2: THRUST BLOCK DETAILS W-12: VALVE BOX DETAIL (FOR POURING COLLARS ON EXISTING AND PROPOSED WATER VALVE BOXES) D-13: CHAIN LINK GATES I DRAWING INDEX CITY OF BAKE RN E@LC!- I E P A 0 •TME17M PLANS FOR CONSTRUCTION OF CITY IN THE FALLS PARD PROJECT NO. P8C227 P PRPP\/ BASKETBALL° COURTS ' PLAYGROUND I� H DISC GOLF COURSE 4 / \ P ORAMA DRIVE AUBURN STREET \\ \TENNIS COURTS��' \ �� 4 \ v� OLLEYBALL / V i EXERCISE STATION STATE OF CALIFORNIA LOCATION MAP NOT TO SCALE CONSTRUCTION NOTFq- 1. THE CONTRACTOR SHALL CONTACT THE U.S.A. LOCATOR SERVICE AT 1-800-642-2444 48 HOURS PRIOR TO ANY EXCAVATION. CONTRACTOR SHALL POTHOLE UTILITIES TO VERIFY LOCATION AND DEPTH PRIOR TO TRENCHING. 2. THE CONTRACTOR MUST POSSESS A STATE OF CALIFORNIA CLASS "A" CONTRACTORS LICENSE TO PERFORM THE WORK CONTAINED WITHIN THESE PLANS AND SPECIFICATIONS. 3. HAZARDOUS WASTE EXCAVATION. IF THE CONTRACTOR ENCOUNTERS MATERIAL IN EXCAVATION WHICH HE HAS REASON TO BELIEVE MAY BE HAZARDOUS WASTE, AS DEFINED BY SECTION 25117 OF THE "HEALTH AND SAFETY CODE", HE SHALL IMMEDIATELY SO NOTIFY THE ENGINEER IN WRITING. EXCAVATION IN THE IMMEDIATE AREA OF THE SUSPECTED HAZARDOUS MATERIAL SHALL BE SUSPENDED UNTIL THE ENGINEER AUTHORIZES IT TO BE RESUMED. SUBMITTED BY: RICHARD MEYER, R.C.E. 28104 N File Name: COB08001TS1.DWG CITY PROJECT NO: P8C227 PROJECT KEY MAP SCALE: 1" = 60' �RRT :A E: 09//)4/10 SHEET NO. DRAWING TITLE 1 TITLE AND INDEX 2 LEGEND & NOTES SITE PLAN 4 DETAILED SITE PLAN - SOUTHWEST i 5 DETAILED SITE PLAN - SOUTHEAST 6 _::DETAILED SITE PLAN - NORTHWEST 7 DETAILED SITE PLAN - NORTHEAST I 8 ! PLAY & GROUP PICNIC AREAS SITE PLANS 9 RETAINING WALL & EXERCISE AREA DETAILS 10 GRADING PLAN 11 PICNIC AREA & PARK ITEMS DETAILS 12 ;TENNIS COURT DETAILS I 13 VOLLEYBALL & BASKETBALL COURT DETAILS 14 ENTRANCE & MISCELLANEOUS DETAILS i- 15 :DISC GOLF & MISCELLANEOUS DETAILS 16 DOMESTIC WATER PLAN 17 ELECTRIC SINGLE LINE DIAGRAM 18 ELECTRIC SITE PLAN LS -1 LANDSCAPE PLANS COVER & SHEET INDEX LS -2 !PLANTING PLAN - SOUTHWEST QUADRANT LS-3PLANTING PLAN - SOUTHEAST QUADRANT LS -4 PLANTING PLAN - NORTHWEST QUADRANT LS -5 PLANTING PLAN - NORTHEAST QUADRANT LS -6 - IRRIGATION PLAN - SOUTHWEST QUADRANT _ LS -7 IRRIGATION PLAN -SOUTHEAST QUADRANT LS -8 IRRIGATION PLAN - NORTHWEST QUADRANT LS -9 IRRIGATION PLAN - NORTHEAST QUADRANT LS -10 TREE IRRIGATION - SOUTHWEST QUADRANT LS -11 TREE IRRIGATION - SOUTHEAST QUADRANT LS -12 TREE IRRIGATION - NORTHWEST QUADRANT LS -13 TREE IRRIGATION - NORTHEAST QUADRANT LS -14 LEGEND AND NOTES LS -15 STANDARD DETAILS LS -16 I LANDSCAPE & IRRIGATION SPECIFICATIONS CITY OF BAKE RN E@LC!- I E P A 0 •TME17M PLANS FOR CONSTRUCTION OF CITY IN THE FALLS PARD PROJECT NO. P8C227 P PRPP\/ BASKETBALL° COURTS ' PLAYGROUND I� H DISC GOLF COURSE 4 / \ P ORAMA DRIVE AUBURN STREET \\ \TENNIS COURTS��' \ �� 4 \ v� OLLEYBALL / V i EXERCISE STATION STATE OF CALIFORNIA LOCATION MAP NOT TO SCALE CONSTRUCTION NOTFq- 1. THE CONTRACTOR SHALL CONTACT THE U.S.A. LOCATOR SERVICE AT 1-800-642-2444 48 HOURS PRIOR TO ANY EXCAVATION. CONTRACTOR SHALL POTHOLE UTILITIES TO VERIFY LOCATION AND DEPTH PRIOR TO TRENCHING. 2. THE CONTRACTOR MUST POSSESS A STATE OF CALIFORNIA CLASS "A" CONTRACTORS LICENSE TO PERFORM THE WORK CONTAINED WITHIN THESE PLANS AND SPECIFICATIONS. 3. HAZARDOUS WASTE EXCAVATION. IF THE CONTRACTOR ENCOUNTERS MATERIAL IN EXCAVATION WHICH HE HAS REASON TO BELIEVE MAY BE HAZARDOUS WASTE, AS DEFINED BY SECTION 25117 OF THE "HEALTH AND SAFETY CODE", HE SHALL IMMEDIATELY SO NOTIFY THE ENGINEER IN WRITING. EXCAVATION IN THE IMMEDIATE AREA OF THE SUSPECTED HAZARDOUS MATERIAL SHALL BE SUSPENDED UNTIL THE ENGINEER AUTHORIZES IT TO BE RESUMED. SUBMITTED BY: RICHARD MEYER, R.C.E. 28104 N File Name: COB08001TS1.DWG CITY PROJECT NO: P8C227 PROJECT KEY MAP SCALE: 1" = 60' �RRT :A E: 09//)4/10 It _ TWO BASKETBALL HALF SINGLE USE PICNIC AREA WITH W °-`-------__.ts" —S. D. 5' WIDE PERIMETER COURTS SHADE SAIL STRUCTURE, TYPICAL 48 Q. _ i� D----- - - --- --' -D--4�=-S--D= - - — D---------- ----- SIDEWALK_ _ _ D - --D- 48"- - - ---- o _ - - S.D. D - - < I ° 18" S.D. - - o - D -.f —D D --- — — — - s ------ _ . - - --- - - ° -- LIGHT STANDARD, TYPICAL PARAD I SO WAY �� •---- ' s . -- s — s 8" s --- __- _-- _--- — — ==_= m ADA RAM , TY ICAL — ---- -_ - - ---_ _--__- " PVC ___W —_ W - ~—W "'PVC -w w .._ -- - -- -- --_ _ -- ^- ---t--- 0111 7 `7t- — — — -- — - — •_ — —. — — — G=-•,..- JD.' Vii! i e� a j ------------•—'//// • / • �ro ! I� ? % \\ . ----_--.---__T i I t \ \ \ � 1 N • 4 I 0000 pd 1 1 Q 0,0e 0/ I SINGLE USE PICNIC AREA, TYPICAL PLAYGROUND AREA ITH RUBBERIZED a d � 1 r SURFACING & S AD STRUCTURE° Q p l` J I I I D 4 D D d - a ° •I I I P ° d • 1 i � d i C D G ] E D e D d D . ' I D d • d n" D e" D ' q] D d I D D I I ° I I D ] D °D d p qF� [EEy 1I O 5 000000Q Oj l � 0 / D a n C D G ] E D e D d 4 D d n" D e" D ' q] D d D D D ] D 0 D d d 6 D ' D G r T D p d q G D D D d � n d p6 d D d d ° d p D 1 D n d D �7I—` -- — J TV T — — D I m ° I Dd I I / I i i 1�F w oaa QQ d TOT ARE WITH RUBBERIZED d QQOQ SURFACING & SHADE STRUCTUREo IN 3 1 I 0 0 0 00 .00 d d n D D d d ° O O 4t'000 1 1 d O O 0000OL- 1 �� •"--- / 8' WIDE INTERMEDIATE SIDEWALK I 1 TENNIS COURTS WITH 10' HT. I PERIMETER FENCE 1 I d } I y' � ' j 11 ,...•-.`=a_ ,:'J. / /„/' _ - p. O/��ji„� - e �p_ "o""-/ d ° D p _ d6 •- a.. - I //��� � s C�'is / ud D° °. d ..-./ ✓------------ 1; L,>. ° d a n — _-- -`. 5I WIDE NATURE PATHew \\\ o s d ► ° =_= —' _=E —__— f `�` -° e D .e, a p d d // o ' o o •I 5 0- e f'-.L�"'_`'.-^C ``\\\ `O �C�Jc� ° A l ill P:' p 4 . ;: � s � < / / tom " ✓ ° 7 ° ° \ I ° `� GROUP USE PICNIC AREA WITH 99 m imiMimmmmf�mmiisi. i�mmmm r ° 0 1`z 9 , SHADE STRUCTURE, TYPICAL ju° of M =1 I1 IBM yam 0 i 1 r ` t 1 O O y O i I w.� o `4: o � . `.vii= o ��' ,..' , � o �'t,• 0 ' _ I ° D . 1 I \ 1 r 2w a 1 .L + a � o =c o l 1 �Ol e - NYot v a 1 - � 1 F!L ' oX• _ ( .ryaf \ O D �y I ^ ( 1 I '� Jfi •�:tee-'9 '' < �.2y>�r.� ' I I C7 ON, ✓ J� ' ( I >"'\. I •`� °�, -! o e t I DISC GOLF TEES & PINS TYPICAL t= � e ��::'' ` `' _ o r � '� t _ �. { G J ..:��,�.ci3�-i'�:;�_; • �, .. '%%�� ..;/ /..+• ��.X;° 1 \ O - ',-'w•J '<.0 a 'G��... �i01 0 t] j I 1 i 5 WIDE NATURE PATH— -------------------- --------------------------- \ �/ XERASCAPE .. 1 a / ° 0 LANDSCAPING� e 0 0 ' ' I - ; � � /-�•� a `Yy � / / (yl � G r f,''f: ,,-/ ` ~7 � �`t 3 � � ; � ;' / ' :� 1 I t . ° \ /' \ ° ° of .sY1 ~ ° � // 1 � o' •-�{ .7 �:i.¢3 f .4.• l,,t� R .-'l I�' / I . - I � I _ e i r e r 1 l a.. ° �i - J / I ° I : a i i I - 1 i 0 e � - 1 , o D I o - 1D EXERCISE AREA WITH 0 k/ - i 4 -- % ui t?•,Y r 'I 1 _ — 1 / _ a 1 SHADE SAILRE TRU T r _ S C e U D - i o _ I a I o — .,Y w 1 e rt•�r' 0 o - N t n a d 1 1 D 1 � e 1 i e 1 ,t A e' i e C ° e I I- g i D e / rr o o t � BENCH SEAT ING 6I WIDE NATURERE PATH IRRIGATION PUMP AND / 1 t i - 0 .p WITH R H CU B a o - a � ELECTRICAL TRICAL ENCLOSU RE : D. °I ,a o / e O � v SAND VOLLEY O LEY BALL 1 i COURTS S i / „ x 1 t. f}` • I e.t T D - a 'O r - ! e • e \ I t:r iS: �•t - 1 1 ° s • .ti l w 1 I ari e i 0 t::s%�y • n / r I - Y- r I` r / I I `+1 zY — v t -1 1 1 i f ;I Y I V I \ )1 �t Is \ i 1 f \ I \ � �� /'> W -� " •--•—�� . — .— — •-- — — — — — — — — — — — — — — — — — — — — — 1 w °` W W -'n ---- -- ------ ---12 Dl W - o 12 DI _ - --� _SINGLE USE PICNIC ENTRY SIGN AND FEATURE DRINKING FOUNTAINAREAD - - -�---_D? 4" S.Q. _ _ —p .,� -- - - D--�— - - D ..a - --- --- - - ---- C-- ----_®— D— I I -- co - - -�-- ---� - - - -- -CITY HILLS DA.IVE- - - - - - - - -- - - - -- - - - --- - - - ----- - LANDSCAPE } F 2810 W PM: ARCHITECTURE RDM r.�. S* 341-a— Drawn By: CITY OF BAKERSFIELD SHEET NO. Meyer RDM r SCALE: 1»=30' 30 157.5 O 30 60 / Civil Engineering, Inc. AutoCAD COB10001sP1 _ - ^__ CITY IN THE HILLS PARK - 110 S. Montclair St., Ste. 104, Bakersfield, CA 93309 r File eOB 10 �1 _ _-•___—.__ RALPH ADAME A.S.LA. LANDSCAPE ARCHITECT #2000 �d _ __ _ _ __.__ _ SITE PLAN 3 3 10505 CLIFFSIDE ST_ BAKERSFIELD, CALIFORNIA 93311 Phone 661-836-9834 FAX 661-836-9761 Date: _ S (661) 654-0462 FAX (661) 654-0804 Richard D. Meyer RCE 28104 Date 9-24-10 Rev. No. Date Revision Description Approved By o 1 4 10 11 12 13 14 15 16 1 18 1 �5' 20 21 22 23 24 c 5 26 �_ T�� �'9 L 31 32 313 34 C D G D e p d D d n" e" q] D d D D D D. 0 d d D G d d d(j p q d D e , � D d � n d p6 D d �7I—` -- — J TV T — — D I m ° I Dd I I / I i i 1�F w oaa QQ d TOT ARE WITH RUBBERIZED d QQOQ SURFACING & SHADE STRUCTUREo IN 3 1 I 0 0 0 00 .00 d d n D D d d ° O O 4t'000 1 1 d O O 0000OL- 1 �� •"--- / 8' WIDE INTERMEDIATE SIDEWALK I 1 TENNIS COURTS WITH 10' HT. I PERIMETER FENCE 1 I d } I y' � ' j 11 ,...•-.`=a_ ,:'J. / /„/' _ - p. O/��ji„� - e �p_ "o""-/ d ° D p _ d6 •- a.. - I //��� � s C�'is / ud D° °. d ..-./ ✓------------ 1; L,>. ° d a n — _-- -`. 5I WIDE NATURE PATHew \\\ o s d ► ° =_= —' _=E —__— f `�` -° e D .e, a p d d // o ' o o •I 5 0- e f'-.L�"'_`'.-^C ``\\\ `O �C�Jc� ° A l ill P:' p 4 . ;: � s � < / / tom " ✓ ° 7 ° ° \ I ° `� GROUP USE PICNIC AREA WITH 99 m imiMimmmmf�mmiisi. i�mmmm r ° 0 1`z 9 , SHADE STRUCTURE, TYPICAL ju° of M =1 I1 IBM yam 0 i 1 r ` t 1 O O y O i I w.� o `4: o � . `.vii= o ��' ,..' , � o �'t,• 0 ' _ I ° D . 1 I \ 1 r 2w a 1 .L + a � o =c o l 1 �Ol e - NYot v a 1 - � 1 F!L ' oX• _ ( .ryaf \ O D �y I ^ ( 1 I '� Jfi •�:tee-'9 '' < �.2y>�r.� ' I I C7 ON, ✓ J� ' ( I >"'\. I •`� °�, -! o e t I DISC GOLF TEES & PINS TYPICAL t= � e ��::'' ` `' _ o r � '� t _ �. { G J ..:��,�.ci3�-i'�:;�_; • �, .. '%%�� ..;/ /..+• ��.X;° 1 \ O - ',-'w•J '<.0 a 'G��... �i01 0 t] j I 1 i 5 WIDE NATURE PATH— -------------------- --------------------------- \ �/ XERASCAPE .. 1 a / ° 0 LANDSCAPING� e 0 0 ' ' I - ; � � /-�•� a `Yy � / / (yl � G r f,''f: ,,-/ ` ~7 � �`t 3 � � ; � ;' / ' :� 1 I t . ° \ /' \ ° ° of .sY1 ~ ° � // 1 � o' •-�{ .7 �:i.¢3 f .4.• l,,t� R .-'l I�' / I . - I � I _ e i r e r 1 l a.. ° �i - J / I ° I : a i i I - 1 i 0 e � - 1 , o D I o - 1D EXERCISE AREA WITH 0 k/ - i 4 -- % ui t?•,Y r 'I 1 _ — 1 / _ a 1 SHADE SAILRE TRU T r _ S C e U D - i o _ I a I o — .,Y w 1 e rt•�r' 0 o - N t n a d 1 1 D 1 � e 1 i e 1 ,t A e' i e C ° e I I- g i D e / rr o o t � BENCH SEAT ING 6I WIDE NATURERE PATH IRRIGATION PUMP AND / 1 t i - 0 .p WITH R H CU B a o - a � ELECTRICAL TRICAL ENCLOSU RE : D. °I ,a o / e O � v SAND VOLLEY O LEY BALL 1 i COURTS S i / „ x 1 t. f}` • I e.t T D - a 'O r - ! e • e \ I t:r iS: �•t - 1 1 ° s • .ti l w 1 I ari e i 0 t::s%�y • n / r I - Y- r I` r / I I `+1 zY — v t -1 1 1 i f ;I Y I V I \ )1 �t Is \ i 1 f \ I \ � �� /'> W -� " •--•—�� . — .— — •-- — — — — — — — — — — — — — — — — — — — — — 1 w °` W W -'n ---- -- ------ ---12 Dl W - o 12 DI _ - --� _SINGLE USE PICNIC ENTRY SIGN AND FEATURE DRINKING FOUNTAINAREAD - - -�---_D? 4" S.Q. _ _ —p .,� -- - - D--�— - - D ..a - --- --- - - ---- C-- ----_®— D— I I -- co - - -�-- ---� - - - -- -CITY HILLS DA.IVE- - - - - - - - -- - - - -- - - - --- - - - ----- - LANDSCAPE } F 2810 W PM: ARCHITECTURE RDM r.�. S* 341-a— Drawn By: CITY OF BAKERSFIELD SHEET NO. Meyer RDM r SCALE: 1»=30' 30 157.5 O 30 60 / Civil Engineering, Inc. AutoCAD COB10001sP1 _ - ^__ CITY IN THE HILLS PARK - 110 S. Montclair St., Ste. 104, Bakersfield, CA 93309 r File eOB 10 �1 _ _-•___—.__ RALPH ADAME A.S.LA. LANDSCAPE ARCHITECT #2000 �d _ __ _ _ __.__ _ SITE PLAN 3 3 10505 CLIFFSIDE ST_ BAKERSFIELD, CALIFORNIA 93311 Phone 661-836-9834 FAX 661-836-9761 Date: _ S (661) 654-0462 FAX (661) 654-0804 Richard D. Meyer RCE 28104 Date 9-24-10 Rev. No. Date Revision Description Approved By o 1 4 10 11 12 13 14 15 16 1 18 1 �5' 20 21 22 23 24 c 5 26 �_ T�� �'9 L 31 32 313 34 'Mi E r -- -­ S�E j\/1 T cl IT R klk-11 14 1 m a v m a p wg ff] g1l ra m• 0 win m "i�l I f, Ia. ml_� �m v. mm Jpta-mom mosom E lrFlW*A#iJ4"f'8,' u m El a m m 0 0 a a 0 m m a 0 a a El 0 a m m a a ®ice/ W'Tum/m m WIN a m m a Va. M' iv it jil 0 co 00 0 0 SINGLE USE PICNIC AREA #8 0 0 0 l\0 W/ SHADE STRUCTURE • SEE DETAIL � A • ti 77 11o0 0 Y 0 0 cf) 0 0 cn 0 TYP. 0 0 PLACE CULTURED BOULDERS 0 0 F PIN# rH DISC GOLF SEE DETAIL RK k�NH 0 0 0 p D SEE DETAIL 14D 15 _E _c DETAIL 0 0 DISC GOLF TEE #16 0 0 0 0I SEE DETAIL v CAP 0 EFE 0 0 // 0 c IN 0 0 0 0 0 0 0 — — — y — — — — — — — --— — — — — — — — — 2 i ' i 0 0 0 510 DISC GOLF TEE #2 CONSTRUCT CONCRETE SEE DETAIL K� MOW CURB PER CITY 0 0 0 0 + ' ' ° 0 STANDARD L-11 0 DISC GOLF PIN #1 0 0 SEE DETAIL rG 0 0 CONSTRUCT SIDEWALK PER CITY STANDARD ST -3 0 IL5 0 PA, DOG WASTE STATION 0 ARIAS T INSTALL AS DIRECTED EE�bETAI L' I y WITH 8" DIA. TG. lk EXERCISE AREA WITH SHADE SAIL STRUCTURE SEE DETAIL 0 Jam, i N0 0 -BIKE RACK . .. ... ..... 0 Ll HT S D RD 0 6" PVC SCH 40 DRAIN FROM SAND VOLLEY BALL 0 ......... SEIJ CTRI Ni ..... ..... P• 0 COURTS TO STORM DRAIN INLET WALL, PROVIDE 71 -6 SEE L H �1�6 TWO CLEANOUTS TO SURFACE PER COB STD. SW Ni DISC GOLF PIN #16 SEE DETAIL IRRIGATION PUMP AN6 ' ELECTRICAL ENCLOSUhE HT. WALL 5 ct ' )`, /` -SEE DETAIL KC camSEE DETAIL /"'D \ / �n RS DUAL DRINKING FOUNTAIN DISC GOLF TEE #18 - � 0 18 I ') SEE DETAIL rH SEE DETA SINGLE USE PICNIC AREA #1 PARK BENCH N SEE DETAIL A vv DISC GOLF TEE 1 Zgr SEE DETAIL rF,'� o DISC GOLF PIN #1717Z' \\ 14SEE DETA SEE DETAIL rG*� DISC GOLF PIN �f 8 3-8" HT. WALL DIS GGLF-T�E #17 5 SEE DETAIL >/ SEE DETAIL . . . . . . 15 StE DETAIL - - - - - - 14) As- - - - - - - - - - -- - — — — — — — — — — — MONIUMENT SriN-' Q4 RELOCATE SIGNS AS DIRECTED BY ENGINEER RS 4 ADARAMPAND SAWCUT & MATCH STAMPED CONCRETE ENTRY SAWCUT & MATCHDETAIL B'(SAWCUT & MATCH �—FORMAL PARK ENTRANCE EXISTING SIDEWAI SEE K� EXISTING SIDEWALK PLACE CULTURED BOULDERS EXISTING SIDEWALK SEE DETAIL SEE DETAIL r -H 24" S.D. 3 RELOCATE SIGNS AS DIRECTED BY ENGINEER Y HILLS DRIVE Lu > n < SCALE: 1"=20' 20 10 5 0 20 40 CL W z �j_�05' T 72 12 13 14 1,5 16 17 1,8 9 20 22 23 24 25 29 3 SHEET NO. (�6 OF 33 F_ g W C'S LL 0 C r Zo 10 ttt _j Llj < 0 LL U) a: -r14 Lli _j 00 c\j Y T Lu < co W T _j 0- u- 0 F- Z Lil >- ci (a C) Ir SHEET NO. (�6 OF 33 F_ cl) W 0 _j Llj < 0 LL U) a: c/) _j Lli _j z Y T < < co W T _j 0- u- 0 F- Z Lil >- cl) C) W _j W n SHEET NO. (�6 OF 33 _0 I ) 0 0 it 'It th r---" in Wif aft"'mfil 0 0 7 --�-PAR�, 8ENC'H­�'l T G. P, A ------ - 77 Y. i.7777. r. '01 .1 0 J., xx t"I7 O 0 C 0 0 00 N Lu (o CONSTRUCT SIDEWALK PER L co I'- , co c� CITY STANDARD ST -3 M ]MATCH SrE SHEET 7 (oco 0? cfl W 'IV Fn m m a 0 n a a a a m m a m m m a a a a m 0 0: in a m im,' b a wo, To im wommumm c zo 0 (D (D j Ah .9 co 0) 00z . . . . . . .... •UJI 0 o ��-1 co C.0 -51P. cn 0 it Imb ij Aji 4 i U coco 4 co 0 ESE BOULDERS EXIST IN THEIR RD Tv FINAL POSITION, TYPICAL ifff ZI N Tv 1 ocL &NATURE PATH W/ CURB THESE BOULDERS ARE SEE DETAIL i HE TO BE PLACED UNDER 3 THIS WORK PLACE CULTURED BOULDERS PARK BENCH AND JH SEE DETAIL TRASH RECEPTACLE SEE DETAIL KD1. 11 "� d /SINGLE USE PICNIC AREA # SEE DETAIL KA SAND VOLLEYBALL COURTScr SEE DETAIL / A DISC GOLF TEE #4 SEE DETAIL rK 6" PVC SCH 40 DRAIN FROM SAND VOLLEY BALL DISC GOLF PIN #3 COURTS TO STORM DRAIN INLET WA ROVI SEE DETAIL G TWO CLEANOUTS TO SURFACE PE COB SW -6 15 -DUA-LA)F-1_1NKING FOUNTAIN "DO RELO ATE SIGNS AS ki -d DIRE ED BY ENGINEER E DETAIL IE" BOWL H — — — — — — — — — — — — — — — — — — — — — — — — — — A ADA RAMP AND STAMPED �f2—DCONCRETE ENTRANCE 00 1 D1 --------- SEE DETAIL KI3 LIGHT STANDARD SEE14 "SINGLE USE PICNIC AREA #2 SAWCUT & MATCHj REMOVE SIDEWALK ELECTRICAL PLAN 10 N. SEE DETAIL A EXISTING SIDEWALK SEE DETAIL H15 24" S.D. ri EXISTING SIDEWALKD 247 S.D. --D D 431 III CITY HILLS DRIVE -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - --------- SCALE: 1'=20' 20 10 5 0 20 40 0 0 0 N lC)< z 0 a) aj ;< LL Q 0 Til I I 1_% I— c/) w T_ 00 N Lu (o CONSTRUCT SIDEWALK PER L co I'- , co c� CITY STANDARD ST -3 M ]MATCH SrE SHEET 7 (oco 0? cfl W 'IV Fn m m a 0 n a a a a m m a m m m a a a a m 0 0: in a m im,' b a wo, To im wommumm c zo 0 (D (D j Ah .9 co 0) 00z . . . . . . .... •UJI 0 o ��-1 co C.0 -51P. cn 0 it Imb ij Aji 4 i U coco 4 co 0 ESE BOULDERS EXIST IN THEIR RD Tv FINAL POSITION, TYPICAL ifff ZI N Tv 1 ocL &NATURE PATH W/ CURB THESE BOULDERS ARE SEE DETAIL i HE TO BE PLACED UNDER 3 THIS WORK PLACE CULTURED BOULDERS PARK BENCH AND JH SEE DETAIL TRASH RECEPTACLE SEE DETAIL KD1. 11 "� d /SINGLE USE PICNIC AREA # SEE DETAIL KA SAND VOLLEYBALL COURTScr SEE DETAIL / A DISC GOLF TEE #4 SEE DETAIL rK 6" PVC SCH 40 DRAIN FROM SAND VOLLEY BALL DISC GOLF PIN #3 COURTS TO STORM DRAIN INLET WA ROVI SEE DETAIL G TWO CLEANOUTS TO SURFACE PE COB SW -6 15 -DUA-LA)F-1_1NKING FOUNTAIN "DO RELO ATE SIGNS AS ki -d DIRE ED BY ENGINEER E DETAIL IE" BOWL H — — — — — — — — — — — — — — — — — — — — — — — — — — A ADA RAMP AND STAMPED �f2—DCONCRETE ENTRANCE 00 1 D1 --------- SEE DETAIL KI3 LIGHT STANDARD SEE14 "SINGLE USE PICNIC AREA #2 SAWCUT & MATCHj REMOVE SIDEWALK ELECTRICAL PLAN 10 N. SEE DETAIL A EXISTING SIDEWALK SEE DETAIL H15 24" S.D. ri EXISTING SIDEWALKD 247 S.D. --D D 431 III CITY HILLS DRIVE -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - --------- SCALE: 1'=20' 20 10 5 0 20 40 0 0 0 N lC)< z 0 a) aj ;< LL Q SHEET NO. OF 0 33 I— c/) w T_ D w < 0 U) ILL U)_j C/) [f Lj Z y = < < LIJ _J co T 0- u- 0 I- Z w c/) C) w W n SHEET NO. OF 0 33 7-A - - -------- D 81, S.D. . - - ---D STAMPED CONCRETE TRANCE ADA RAMP AND STAMPED 18" S.D. D ---------------- - - -------- D y CONCRETE ENTRANCE PARADISO WA-- SEE DETAIL — s s �ss- S s t \,14 8)t S s------------ R51 co, A w XX, A I W w w - ----- A W —w —w w A 5 /-y -611 CK \--DISC GOLF PIN #9 51 11 SEE DETAIL rG q 8�11 US ICNI Na- .6 A, DETAIL A DISC GOLF TEE #11 SE t J "�,,DISC GOLF PIN #11 SEE DETAIL DISC GOLF TEE #10 1� ' ' ; ' �.- \�EE D SEE DETAIL K-G-'� - __--------- - - - - - - - - TAIL rK 15 L._�t \—DISC GOLF PIN #10 ' � � DISC GOLF TEE #12 UA RINKING F N SEE DETAIL SEE DETAIL KG'� S��DE I t ;.- �� ^ ..� �5 LIGHT STANDARD RS -6" SEE DETAIL H . . I b I PARK BENCH MD ui CEPT LE 15 /TR.ASH RE L 0i SEE DETAIL 0.0 'f--6 D �D t 0 0 0_0 -40 0 C) PARK BENCH AND _0 b 0 o'o 0 �j TRASH RECEPTACLE f0 .0 0 r 0 0 cc,> 0 c 'o c: D 0 0 >c 0 0 SEE DETAIL D•c t 0 p 5— -ova 0 0 `8.0.0 PLAYGROUND AREA #1 11�- d 0 CONS UC Q o '1 0 "o 0 o cl 0 0 0 000 0 0� WITH SHADE STRUCTURE t 'SIDEWALK PER d - �V " 0 o, 0 V Qcuc),) "o oj o o", ----�—PLACE CULTURED BOULDERS PLAYGROUND AREA # 2 (TOT SEE DETAIL A STANDARD ST -3 0 0 0. 0 o C, Q o080 AREA) WITH SHADE STRUCTURE o Ov 0 SEE DETAIL rH"� 8 0 JoogV0005 E ou 00, 14 ;ouo a 0 0 Jo 0 t SEE DETAIL KA'� U0 0'0 0 ou 'o ou 00 o, 0 SINGLE USE PICNIC AREA #7 0 a O Ib 0 I ' /U C SEE DETAIL (-A"� 00" 0 .4 0 0 0 t 0 0 41\ 0 t II 0 i // ;0. 0 0 co 000000020°0° 0 0 0 0 0 0 GROUP USE PICNIC 0 DISC GOLF PIN #13 0 0 0 0 0 0 0 2 0 0;0 —4 0 0 0 r 4 t 4 AREA #A WITH HEXAGON SEE DETAIL 4 t rG 13 -4 t SHADE STRUCTURE Q5,) oz p . ;;t SEE DETAILKB1 ' / / '� t Al & I -I SEE DETAIL 4 t ' e LIGHT STANDARD DISC GOLF TEE #9 4' CONSTRUCT SIDEWALK 4 SEE DETAIL /K-� SEE ELECTRICAL PLAN PER CITY STANDARD ST -3 Do 4 ................. . SEE DETAIL (H"� 413 41" t DISC GOLF PIN #12 p�q t // - -- - q . _:. 1-4 4 t SEE DETAIL KG Q51z L DISC GOLF TEE #14-�/ c: t Q 4 SEE DETAIL 4 `" ' 5 ,-'' •a .. b SEE DETAIL K DISC GOLF TEE # 4 4 LACE CULTURED BOULDERS 15 15) I SEE DETAIL K SEE DETAIL (H 15 4 . ...... ) DISC LF PIN 14 14 ' j ) ° SE ETAIL G 14 Cb D, A' oo 7vc trill p a a name El In a 0 a a a a a a In a a a a 0 a a a 0 in a Em 0 FA 0 wounamis 1 Is pit a- ka m v kf�- clo N i m w M DISC GOLF TEE #15 J\Aj/-�TCH �SjEE SHIEE JE --f S IP 2 CONSTRUCT CONCRETE MOW EXISTING ELECTRICAL ITEMS SEE DETAIL rK-'� CURB PER CITY STANDARD L-1 1 15 SCALE: 1'=20' 20 10 5 0 20 40 1 %� I a n 5 20 21 2� 23 24 co N Ly 0 c: q) 0) co c?) co b a) c, ci z a) a) 0 c: n Cr 0) co a) ;� c: 0 6 W c) < zM 0 z 0 —0) (D J 0 U) w - - -------- D 81, S.D. . - - ---D STAMPED CONCRETE TRANCE ADA RAMP AND STAMPED 18" S.D. D ---------------- - - -------- D y CONCRETE ENTRANCE PARADISO WA-- SEE DETAIL — s s �ss- S s t \,14 8)t S s------------ R51 co, A w XX, A I W w w - ----- A W —w —w w A 5 /-y -611 CK \--DISC GOLF PIN #9 51 11 SEE DETAIL rG q 8�11 US ICNI Na- .6 A, DETAIL A DISC GOLF TEE #11 SE t J "�,,DISC GOLF PIN #11 SEE DETAIL DISC GOLF TEE #10 1� ' ' ; ' �.- \�EE D SEE DETAIL K-G-'� - __--------- - - - - - - - - TAIL rK 15 L._�t \—DISC GOLF PIN #10 ' � � DISC GOLF TEE #12 UA RINKING F N SEE DETAIL SEE DETAIL KG'� S��DE I t ;.- �� ^ ..� �5 LIGHT STANDARD RS -6" SEE DETAIL H . . I b I PARK BENCH MD ui CEPT LE 15 /TR.ASH RE L 0i SEE DETAIL 0.0 'f--6 D �D t 0 0 0_0 -40 0 C) PARK BENCH AND _0 b 0 o'o 0 �j TRASH RECEPTACLE f0 .0 0 r 0 0 cc,> 0 c 'o c: D 0 0 >c 0 0 SEE DETAIL D•c t 0 p 5— -ova 0 0 `8.0.0 PLAYGROUND AREA #1 11�- d 0 CONS UC Q o '1 0 "o 0 o cl 0 0 0 000 0 0� WITH SHADE STRUCTURE t 'SIDEWALK PER d - �V " 0 o, 0 V Qcuc),) "o oj o o", ----�—PLACE CULTURED BOULDERS PLAYGROUND AREA # 2 (TOT SEE DETAIL A STANDARD ST -3 0 0 0. 0 o C, Q o080 AREA) WITH SHADE STRUCTURE o Ov 0 SEE DETAIL rH"� 8 0 JoogV0005 E ou 00, 14 ;ouo a 0 0 Jo 0 t SEE DETAIL KA'� U0 0'0 0 ou 'o ou 00 o, 0 SINGLE USE PICNIC AREA #7 0 a O Ib 0 I ' /U C SEE DETAIL (-A"� 00" 0 .4 0 0 0 t 0 0 41\ 0 t II 0 i // ;0. 0 0 co 000000020°0° 0 0 0 0 0 0 GROUP USE PICNIC 0 DISC GOLF PIN #13 0 0 0 0 0 0 0 2 0 0;0 —4 0 0 0 r 4 t 4 AREA #A WITH HEXAGON SEE DETAIL 4 t rG 13 -4 t SHADE STRUCTURE Q5,) oz p . ;;t SEE DETAILKB1 ' / / '� t Al & I -I SEE DETAIL 4 t ' e LIGHT STANDARD DISC GOLF TEE #9 4' CONSTRUCT SIDEWALK 4 SEE DETAIL /K-� SEE ELECTRICAL PLAN PER CITY STANDARD ST -3 Do 4 ................. . SEE DETAIL (H"� 413 41" t DISC GOLF PIN #12 p�q t // - -- - q . _:. 1-4 4 t SEE DETAIL KG Q51z L DISC GOLF TEE #14-�/ c: t Q 4 SEE DETAIL 4 `" ' 5 ,-'' •a .. b SEE DETAIL K DISC GOLF TEE # 4 4 LACE CULTURED BOULDERS 15 15) I SEE DETAIL K SEE DETAIL (H 15 4 . ...... ) DISC LF PIN 14 14 ' j ) ° SE ETAIL G 14 Cb D, A' oo 7vc trill p a a name El In a 0 a a a a a a In a a a a 0 a a a 0 in a Em 0 FA 0 wounamis 1 Is pit a- ka m v kf�- clo N i m w M DISC GOLF TEE #15 J\Aj/-�TCH �SjEE SHIEE JE --f S IP 2 CONSTRUCT CONCRETE MOW EXISTING ELECTRICAL ITEMS SEE DETAIL rK-'� CURB PER CITY STANDARD L-1 1 15 SCALE: 1'=20' 20 10 5 0 20 40 1 %� I a n 5 20 21 2� 23 24 co N Ly 0 SHEET NO. 00 OF 33 c: q) 0) co c?) co T a) f -r ci z a) a) 0 c: n Cr 0) co a) ;� c: 0 6 W c) < zM 0 z 0 —0) (D J 0 U) w U) 00 'c'o) U co c) w 0 co co C6 C) ,.- 0 -r- I-- a_ SHEET NO. 00 OF 33 W> 0 T f -r ci z w < 0 LL n Cr U) CE co a) ;� < cc 0 6 Nc) < zM 0 z 0 —0) w J 0 0 a) 0 a) w SHEET NO. 00 OF 33 W> T f -r w < 0 LL n Z U) CE J w Z Y < < w J 0 Z w U Li w 0 SHEET NO. 00 OF 33 M ADA RAMP AND STAMPED CONCRETE ENTRANCE SEE DETAIL N,1 14 Ul 4(' SINGLE USE PICNIC AREA #5 WITH 48"-S.D. —D— --D 12'SOR. SHADE SAIL STRUCTURE—D— D . . . . .................... imillil­ D —D— AY 11 PARADISO W 8" S.S. DUAL DRINKING FOUNTAIN s u DISC GOLF TEE #7 SEE DETAIL rH SEE DETAIL K �w __w �w w__w - — -- — - --- — — — — — — — — — R� 4' WIDE PE ESTRIAN 4 GATE PLACES) DETAIL > DISC GOLF PIN #6 T .. .. ........ SEE DETAIL /*G 10 . .4 4 a Q Q,5) � 44- °4 'p . 4 D D D d D I _G E E \ RK BENCH & T,IRASH RECEPTACLE SEE DETAILI L DOUBLE BASKETBALL FNTV TV AINTENANCE CESS 12' WIDE UBLE GATE I rn E DETAIL ?'Bcf' I� 15 I BENCH & TRASHI PTACLE Da ETAILrD"�G INGLE USE ICNIC AREA #4 EE DETAIL �A °.4 . IN IN HALF -COURTS li SEE DETAIL B I D 4-. vq' x 4 0 ' I - . . "4 134 P, 4 Z� r. \"DOUBLE TENNIS COURTS DISC G F TEE #6 PLACE CULTURED BOULDERS WITH 10'HT. PERIMETER SEE DETAIL /" �H ► SEE DETAI K FENCING SEE DETAIL K A"� < IM -11- Q5) � �2 -LIGHT STANDARD Q4) Z M, 51 SEE ELE�TRICAL PLAN DISC GOLF PIN #5 SEE DETAIL G o DISC GOLF PIN #7 SEED FT— �E D�TAIL / �H 1� - SEE DETAIL /G'� 15 15 gDIS, GOLF TEE #5=___ j t LL - }SEE DE TIAIL K11 4 I 0 1, G i p, J — — — — F.. E TV VAIN, PARK BENCH t4 D D [IN'TRASH RECtPTACL ! a \ PARK BE CH & TRA .01 q� RECEPT CLE SEE DE SIL D IMP 0 0 NEW MENUFAMENEMENNENEWR 4. fig m pi a ol mommmum m ma 0 In m m a WE _1 !Y" ® I to wr mmoul CONSTRUCT CONCRETE DISC GOLF TEE #8 j\/],/-\TCH SEE SHEET GROUP USE PICNIC AREA #13 WITH CONSTRUCT SIDEWALK MOW CURB PER CITY SEE DETAIL K UNATURE PATH W/ CURB, 24' HEXAGON SHADE STRUCTURE PER CITY STANDARD ST -3 STANDARD L-11 —15--) SEE LANDSCAPING SEE DETAIL rB_'\� SCALE: 1'=20' 20 10 5 0 20 40 SEE DETAIL J 15.,) 18 20 21 22 23 SHEET NO. 71 OF 33 M o(o -r- I' co cp Mco < co c000 W • (D IA; T _c: c[ CC 0 SHEET NO. 71 OF 33 M o(o -r- I' co cp Mco < co c000 W • (D T _c: c[ CC 0 CD OD Z UJI 0 cc W co Z v T_ < < W _J ull"i T 'co 0 C? "A c: , C.0 C.0 U) c (1) U 0 0 SHEET NO. 71 OF 33 W T cl c[ CC 0 w < n Z LL U) U) cc W _j Z v T_ < < W _J oci T n W 0 I— Z w U U pW W 0 SHEET NO. 71 OF 33 UJ SLOPE OUTLET TO MATCH GROUND SLOPE AT RIM OF GRATING O 2725.00 GRT vvvvvvv 724.0p F�8" \ 0 \ LIMITS OF ADA SURFACING i FOR BASE,BID \\\ R51-611 \ \ - \\moo \ \ \\ I:' ® 0 � 0O C - l � �� � \ \fin v r /- -Z - O o % ? \\ O 0 0— OO 0j%©O O ? EXPANDED A// D A S URFPCIN AD G,O t �Q O 0 0 _ R5'-6" DITIVE BID ALTERNATE\J u \- 0 0 c''°BASE BID ISSAND?� �,0 0 �0 0O C 0 O 0 0 }tI1J �t CR2'-6" s� D r_ti \ \ Jt O O '} () `_) \ \ -`- _-­_ ' 3" THK. POU ED -IN-PLACE �• r a \ R`UBBER SURrACING a C} 0 , �,-v t CO \\ O �t �C O vv OU ) O} } r CO DUAL DRINKING FAI 0 aOC/ O C 3 O 0 C C O O0 J U C OO 0 EXPANDED ADA SURFACING O O a OFO`-% C} O -1 } 'ADDITIVE BID ALTERNATE, .-\ .% �. O O f O j> ` C?BASE BID IS SAND, O _ n � ® O O } \ } C } C} O CC .C} C -BASE C _> BI6'LIM1TSOF ADA_SURFACING,: O O O O O O O- OO O O �C Q F { - -' - r o a 67 114 ti \._. �� O C 1 t_; ' t I I �� O _> O 0 0 0 0 1.. �> ,_, O ; 0.r - ` � � O O O O 7'114 :C. D l %~ % i 1 O f f' L t .E \ 0 0 0 0 0 _ t 7 (� �' 1 Q O o �a C,i a o 0 I <8>'s, O O O O O O O � �> Cl r 0 0 0 0 0 I I_ 0 I I 0 _.::C-- .:: O::: o O O O O o a:: .::: O — r :.:-:i:::. I In C > ti a O a a a f} ti \ I I� `. O .e� O O o II { t I i 4 `� O C ° ° D o G 111 0 0 4 1/2" THK. POURED --IN-PLACE N RUBBER SURFACING �4 , \101, 1*1 0 4 4' RkN 0 :e 0 r GROUP USE PLtNIC AREA TABLE & BARBEQUE GRILL LAYOUT SEE DETAIL B 11 - -71a w p g'.p" 4 d 4 4 D DRAIN NOTES INSTALL PRECAST ENLARGED SITE PLAN - PLAYGROUND O WITH 1S2" EXTDENSION FOR RINLET.AIN OLET. CONSTRUCD DRAITHICOK & GROUP AREA PICNIC AREA #A A CONCRETE FLOOR UNDER BOX ON COMPACTED SOIL. CHRISTY MODEL V64 WITH CAST IRON GRATE AND V64X12 EXTENSION. SCALE: 1/8" = 1'-0" $ MORTAR PLASTIC PIPE TO BLOCK-OUT AREA IN DRAIN BOX. PROVIDE RUBBER O RING SEAL. OFURNISH AND INSTALL PRECAST CONCRETE GRATED DRAIN BOX FOR DRAIN OUTLET. CONSTRUCT 4" THICK CONCRETE FLOOR UNDER BOX ON COMPACTED SOIL. CHRISTY MODEL V64 WITH CAST IRON GRATE. MORTAR PLASTIC PIPE TO BLOCK-OUT AREA IN DRAIN BOX. PROVIDE RUBBER "0" RING SEAL. PLAYGROUND EQUIPMENT ITEM, QTY ITEM PRODUCT NO. DESCRIPTION/COMPONENTS NO. _66 U) Q (1) OA 1 ACTIVO - USTO ZZXX0068 3 PERCHES WITH LISTO WEB W 0 = ai TWO PERCHES WITH HONEYCOMB NET & BO 1 ACTIVO - LUXO ZZXX0076 QUIVER, NETWORK, SWIRL, TWIRL, AND H P 0 PATHFINDER © 2 BELT SEAT SWING ZZXX0260 BELT SEAT W/ SILVER SHIELD CHAIN FOR 8' U= U � p TOP RAIL © 2 INFANT SEAT SWING ZZXX0265 INFANT SEAT W/ SILVER SHIELD CHAIN FOR 06 & TOP RAIL OE 1 ARCH SWING ZZXX0287 5" O.D. ARCH SWING & 5" O.D. ARCH ADD -A -BAY 3 1/2" O.D. x 148" POSTS (SKY LINK & FO 2 GROUND ZERO POST ZZCH0038GZ TWISTER) �G 1 TWISTER AND SKY LINK C10056SP 1 REVO ZZXX0081 lO 1 DINAMO ZZXX0084 < 1 T -REX HEAD ZZXX0135 Q 1 T -REX RIBS ZZXX0136 OL 1 T -REX TAIL ZZXX0137 ® 1 T -REX HATCHED EGG ZZXX0138 © 1 T -REX HATCHLING EGG ZZXX0139 1 RISK MANAGEMENT SIGN ZZXX0165 2-5 YEARS OLD TOT AREA SIGN OP 1 RISK MANAGEMENT SIGN ZZXX0175 5-12 YEARS OLD PLAYGROUND AREA SIGN 1 SHADE STRUCTURE HYPAR 4- 30' TRIANGLE SAILS W/ SIX POSTS ® 1 SHADE STRUCTURE HYPAR 2- 20'x10' SHADE SAILS W/ SEVEN POSTS VARIES PER PLAN AND BID ALT. WEARING COURSE OVER CUSHION COURSE, w CUSHIONING MATERIAL, (THICKNESS VARIES, (THICKNESS VARIES, SEE FALL REQUIREMENTS), 3 FOR 2-5 YEAR OLDS AND 4-1/2 FOR 5-12 YEAR OLDS) RUBBER PARTICLE PROTECTIVE SURFACE U O NEW SIDEWALK 12" OF NEW PLAYGROUND SAND U a � 1 91 1 THICKENED EDGE TO RUN ENTIRE PERIMETER OF PLAYGROUND 6" 4" TO 6" OF NEW SAND CLASS "B" CONCRETE UNIFORMLY SHAPE BOTTOM TO RECEIVE NEW SAND ADA SURFACING DETAIL C 50'-0" TABLE & BARBEQUE GRILL LAYOUT SEE DETAIL B ENLARGED SITE PLAN 11 GROUP AREA PICNIC AREA #B B SCALE: 1/8" = 1'-0" Q8� 11 12 13 14 15 16 1 18 7 20 21 22 23 24 2,E 26 ?'s 9 :C 31 V 32 U o0 W q 0') U ,' _66 U) Q (1) (D04 LU LL LTJ C/) cc W 0 = ai Y = to- 00 m=z -� co H P 0 0 cn c CL C) 0 � z 1 01 N J O O Q E -O '— p Cc m N ;cm U m Z O 0 2 N OU m U m a 5 Q Li 0 C/) z ('J EL SHEET NO. 0 OF 33 W U) Cc < U) Q LU LL LTJ C/) cc Cf) J_ EL Q W Y = U m=z H P U 0 z CL U= U � p oc U 06 Q SHEET NO. 0 OF 33 7'-6" 4' SWING DOORS, TYP. 0 Lo T 6' HT. CHAIN LINK FENCE PER CITY STANDARD D-12 CMU RETAINING WALL FENCE PER CITY_�_. STANDARD D-12 GROUND SURFACE 6%8%16" CMU WALL---, SEE DETAIL E 9 03 m x NEUMATIC TANK IRRIGATION CONTROLLER &CCU UNIT r --ELECTRIC PANEL IRRIGATION PUMP & ELECTRICAL ENCLOSURE SCALE: 1/4" = 1'-0" 15'-0" 6" CONCRETE SLAB Wf #4 @ 18" E.W. CENTERED ECOMPOSED GRANITE WALK SEE DETAIL i 15 0 10' DOUBLE CHAIN LINK GATE PER CITY STANDARD D-13 LANDSCAPE CURBING PER CITY STANDARD L—U 9 WALL FOOTING DIMENSIONS "H" - HEIGHT, FT vy sv y yy8 8 y yy�v �� �' y 0 TO 2'-0" 8 JC..,.Y" J'JCY`UC.�••••yJCY�. 2'-0" TO 3'-4" I�ra�yr 26 1 ���> �� �� v :J' a<ry_X� �� ��x ry ••�'ay�vx`:Y p Qv LEG PRESS GREAT WESTERN PARK & PLAYGROUNDLEGP2 y 1 PUSH-UP BAR GREAT WESTERN PARK & PLAYGROUND PSUP 3161L 1 SIT-UP BENCH GREAT WESTERN PARK & PLAYGROUND STUP F 1 ELLIPTICAL CROSS TRAINER GREAT WESTERN PARK & PLAYGROUND ELIP1 OG 1 BICYCLE RACK PATTERSON WILLIAMS 1602-09 OH ------------------ --� SHADE STRUCTURE 6" CONCRETE SLAB Wf #4 @ 18" E.W. CENTERED ECOMPOSED GRANITE WALK SEE DETAIL i 15 0 10' DOUBLE CHAIN LINK GATE PER CITY STANDARD D-13 LANDSCAPE CURBING PER CITY STANDARD L—U 9 WALL FOOTING DIMENSIONS "H" - HEIGHT, FT "71" FOOTING THICKNESS, IN "W1" - FOOTING WIDTH, IN 0 TO 2'-0" 8 18 2'-0" TO 3'-4" 12 26 EXERCISE EQUIPMENT ITEM NO. QTY ITEM PRODUCT NO. OA 1 SEATED LAT PULL GREAT WESTERN PARK & PLAYGROUND SPDN1 © 1 SEATED CHEST PULL GREAT WESTERN PARK & PLAYGROUND SCPS1 © 1 LEG PRESS GREAT WESTERN PARK & PLAYGROUNDLEGP2 D 1 PUSH-UP BAR GREAT WESTERN PARK & PLAYGROUND PSUP E 1 SIT-UP BENCH GREAT WESTERN PARK & PLAYGROUND STUP F 1 ELLIPTICAL CROSS TRAINER GREAT WESTERN PARK & PLAYGROUND ELIP1 OG 1 BICYCLE RACK PATTERSON WILLIAMS 1602-09 OH 1 SHADE STRUCTURE UV SHADE STRUCTURES MARINERS PYRAMID r 4 STAMP DIRECTIONAL ARROWS INTO CONCRETE, SEE SPECIFICATIONS. 12 1 30'-0" TYP. 1pO DUAL DRINKING FOUNTAIN STAMP MILE POINTS INTO CONCRETE WITH DIRECTIONAL ARROWS, SEE SPECIFICATIONS. SIDEWALK MILEPOI SCALE: V=80' EXERCISE AREA C SCALE: 1/8" = T-0" 9 STAMP DIRECTIONAL ARROWS INTO CONCRETE, SEE SPECIFICATIONS. 77 I '�. y, i I I + {I I DIRECTION OF WALKING PATH FOR TOTAL MILEAGE OF 1.24 MILES. -�D 3 3) 31 n JoI 00 N W U T WEST WALL Q O T N CO o0 o) o C) U ro Q LL 0 L-96 Co rn rn 0 Co Uo0 CORE DRILL (AS REQ'D.) FOR W CD Q FENCE POST PER CITY#4 u' BAR BOND BEAMS i cz STANDARD D-12 CONTINUOUS, BOTTOM & TOP W 201-0" 6"X8"X16" CONCRETE W FINISH GRADE i 1 FENCE PER CITY J Lu 6'-8" 6'-8" 6'-8" W MASONRY UNITS, SOLID L C/) �\ STANDARD D-12 CnCO �1� w --I GROUT FULL HEIGHT N \ „_ "— U .�6 ,;,,�,� �y� � .�" ,y v v �S G Lu X VJ m �``� yyy x yy yy ----------------- shy��yy�6, >VOID L O VERTICAL MORTAR-----\' 06 1=► I i-11_i=111—I I i—� �_� ��—ii+-- WATERPROOF WALL IN � � J C ivy v" JLY C uyyy yY y� FIRST COURSE FOR - 1=1 f G ACCORDANCE WITH _ yy� J� �vCr yy vy Y �Y v Y y� yy y�r�rYyyy yx� �� y y ��v v v� yry DRAINAGE _ — .p = 1= CI TY STD. L-14 0 ' z �s Y "y`� vy� �� Y JOJ C CY ��y��yy��� y y�y y OC?tYywC>Cy C yy�y vyvv�� v �y � � ��� yy �y Q FINISH GRADE REFER o -i! i_ o� #4 @ 24" VERTS. �� 'g�y�y�� �y vxv �� �<w>L � ��y�C;� TO GRADING PLAN .• " i I1=1 J ... 1=1 i I: U CMU WALL y�xx irk �� �y ��v� � ;� y �y x�ry y�� .,y.,�,��`�,� � EXPANSION JOINT =1 -- — — =1 " ea — = N 4 ® 24 HOOKED I_i i i__ # SEE DETAIL E OEM ������ v� �y�y� y��yy MATERIAL I f=i I I— III—I i 1=1 I III I I—III—III—i i 9 C?— `y�yy #4 BARS @ 12" MAX, _ ONTINUOUS Jill ir FOOTN ---------------------------------I I I—iii i n #4WALL @ 24" T Q 2„ NORTH WALL (SOUTH WALLNORTH WALL WALL MIRRORED) REINFORCED CONCRETE ----_U %Ari REINFORCED CONCRETE FOOTING Co FOOTING DETAIL - FENCE & WALL F DIM "W1" SCALE: 1/4" = 1'-0" Q9 WALL SECTION rE­*� Scale: 3/4" = 1'-0" 9 r 4 STAMP DIRECTIONAL ARROWS INTO CONCRETE, SEE SPECIFICATIONS. 12 1 30'-0" TYP. 1pO DUAL DRINKING FOUNTAIN STAMP MILE POINTS INTO CONCRETE WITH DIRECTIONAL ARROWS, SEE SPECIFICATIONS. SIDEWALK MILEPOI SCALE: V=80' EXERCISE AREA C SCALE: 1/8" = T-0" 9 STAMP DIRECTIONAL ARROWS INTO CONCRETE, SEE SPECIFICATIONS. 77 I '�. y, i I I + {I I DIRECTION OF WALKING PATH FOR TOTAL MILEAGE OF 1.24 MILES. -�D 3 3) 31 n JoI 00 N W U T SHEET NO. g OF 33 'm0 0 Q O T N CO o0 o) o C) U ro Q LL 0 L-96 Co rn rn 0 Co Uo0 W CD Q Co w N u' cz i W W 0 0 T J Lu 'I W UCo L C/) N U CnCO �1� w --I rr ` U 00 �S G Lu X VJ m I W 0 L O z 06 SHEET NO. g OF 33 D i 5, CC �!m 2 d D Q O T N CO o0 o) o C) U ro Q LL 0 VJ J \ W i n 1 i W Ir rr J Lu W L C/) N U w --I rr i = W <, Lu X m I W L O z 06 � � J U0Q z z Q W Cc SHEET NO. g OF 33 N 2 34303.554 N CURVE DATA 6 _95277.027 E D = 11'20'53" > NOTE: X07 `D7 2334609.514 N LEGEND 3 6296100.238 E w D R = 1435.00' ?�8 ��` WHERE SIDEWALK LONGITUDINAL SLOPE IS LESS THAN 2.00% r.8 F s - "----18" Ou' .r < 48 .- __ - D L = 284.206 O o SIDEWALK SHALL HAVE A 2.00% CROSS FALL SLOPE. _. ____ 4�-_s - - - -c ---- ' - N 11913 t o __ _ �--- - -`.T = 1142.57' -O� >�� �tiJ o00 - - .. D _ _ 4f," S.D. D - --f--D - - D - - -• � - - -------D----_ - -- - -� PROPOSED GRADE ' \ �, .\� s _ _ __ �._--D 18„ S.D. -- - --D PARADISO WAY N67.46 -52"E 595.42' _ _ _`•a 2.00% �� �q> �6 -� --- - _ 05t �c° F\ - -- - - - - - - - - - - - - - - - _ r-3„ a.S._------ ---s--�--��� coo ^4^V I - - - PROPOSED SLOPE ' �$' '>----__ s F� - - - - - - �� - - - - - $_ . - s -5 - ' r. - s - s ------- s --- -> - _ ^1 ' 18. o 04 93 8„ S S. < 10 - S� j - s -- �0 s \ r'O O� �i �; >> V-3 �3 ^ 7 q� < 6 �9 `� n PROPOSED MAJOR CONTOUR s s �---- -' s , 0 1 9 �ti 9 W 0D PROPOSED MINOR CONTOUR �' �8-______ .� s \� ,o 9 > _�__ 1 -- - 0 9-` 6>_ w ___ _-_� - I- �1 0 s / �.. S CONTOUR ��,. f 1't8 _ _ + 7�7��---�=-= .. _�___ _ -w Svc �, s' 11 k < - 1 _ _ �• �, _ _ _"_ _ _ - - k - - - -- - P�' N EXIST. MAJOR 9 9. 8 a$ --_ -w <� g� -< ,, 68 �� j 9= w-- _ k < k_2?' -w 8 �yG - -=1� �2- �9 `1 cry - O --a _ --� - - -�- 0- -�- M AX _ 2 f EXIST. MINOR CONTOUR O71 1233 0.31 t _ .�....:+-7- 7 a �Z,C- 84� 2.2 G �`Q - `- D. ' / d / 2 a ® .. �`�'-'-`-.< _ . 1� . -- O '__� CO I 7-1"9_. 0_ /7�o/may �" O "`- d ° 'D . d; o '� ' \v D ' -- �` • , i- R :+ -i. , 3D , - c\ ➢ 2 d 2 i m T 709. _ 9 EXIST. ELEVATION 27 _ N +_ ;7 / o 123.38 ' r� a` X565 �; 383 o ! 1 �0 cL4 11g k 720 + 718.65 9:0� ° °+p 7. y .° -_ ° > _ ) , ;04 er 6 0 > �O4 - o c \ N cu ' 1 k. 1 O - ° 03 O%�O O ��R >� �/ `L ? e fx N p I --> >' > 1 9 �> - o .. > / 4�. D �2 96 > 9�!l�J > ] 1� / -p F" 10°le \ ,� I .46 c'a 7-9.1 H• - �o _ _ - - �- -%�' - - ' o / Q o �' 0 723 i _ 722 / / 0 _ _ _ - �' - 2 L - - - - - i� 3 �`' 1�'92� 26 �-0- `1IN - - _ � o8 - - - - - `�~ b + 18�g` k120 �" �'- - k k / - /`o' ____.723 --- 4 \ - ��, - 121 't ! x\yG�,, I 2/ J / L I 3 ! t 1 11$ l i ,\`�' / �` •�'' / / / _ - q-° _° X26 d D k \ \ \ 2O8 'I / / /i / \ ` 2 01/ / / , 1 2g2, a')� °OStlG�"%\\ 12�=�" °°� \ \A \\ � op, J -�1 �. �,6F•- 12 -.� t ..�, '6a / 1. SSOg 1�3. / -- �` " ' ,. k 1 \ , ,,r.1 / k a° o; oao D = Q;: ��..° 1 / \C$•� 7 7 9 'in D 2,:5 . e De.. - d D d d A D d D O d .. I. \ D d - \ d • a . e A D ke 2' �.►'�' 1 726 1.00 R d D � D d 4% D 6' ° �. � ° •�f`\ '�� D I / 722.69 2f)�n 1 / d � ����.° .. .o • D 2. 1 a 12 . D I I D IN 1 D D I D 3P, ' I � I I d 110 I d C„) I / % \ ..` - _ ._- ; y.,1fi d ) q ^ 3� ° D ''\� �• X I 1 -n I A$ / / g9 / $1 1Q o z ((I : �. 00 y ;_ A I k I d ei h 11 2 4st =Tv -i I -- 4 I i 22.22 n D I d 1J I Ili 2231 I V) Wx� r I 21. g3 i °d rn I I CUDATA I t D 412'30" 2000.00' L -r 146.90 qq n yy ?moo vo�A 90 I T 73.48' r- ! / '•Q Q •J� f 6• '\ 2 12 Ill♦ ,�.. ��''- - ° - ? ➢ D d ��� ! 1`�' I ! �' 21 •k / GA/ / 1 125 A/12 / k\1 k 121'/ FQ / y,,:.., vf� , °000 12 a4,0 J \ \ \ 1 �.e D ° D b 1 c1 I L� 1 / k / 0 n: ._i ° II In a. 1 \ \ I I d o D D d a I 69 19 73 / / / 2 /:s..: °oo i R N \ \ \ I I A D d A -' 12 I 04,0 d D- D _ d D ��c o/ °h° 2 0 1 00%1� , ° 4 b •1.0 / 2j / \ g12 $� \ 126 \ I 12. k d - k �p C ` 1g k x -`�-_k1_- k °? %\ ��\ i \ O {'• 119 f , �/ 1 / / / / \ 1 !� D <- -43 <V �`\ 1 \ 12 i 5 91 ; F) _ 126 • 2' ' i q�0 �° a� 121 1 1' 12815 \ I k 26- k C) k I I 6 0 i 1� k126�/ n / / J J �/ .,< O ✓ -D - ® O ,v D D -dD ooh I i' _<_. �� N 1 # I 2D•f i) ,'0:� 65 D o raj llsem' / % _ 1 <---. 1�. 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C`> a, 7 r 6 A o ti 1 a• 119 • � 710_ ---..._. ?16.ON....-F�'716.04 � t ,� / ,\� , o -< �o , X ��, </ ' : o- � 1 'y -'a �P / _ _ ^,- a _.-- o -_ _ �.. 0.259; i „ o; O � � 17 • - � MP�----�.._ �, 1210 ,�y. / 10 • �0 181% y � 66 I � (� �• �, ^�... ° 16. `� 7 09 2 '8 ' - / �t�' . _� > < 17 s r '-` j 15 o w------� �- w -- -- -- �- -- - + - -- 2 \ -- - 1-- _ - I - 1 -- - == == 'l1q'66- \ > > _> 1 '� y 6+ `Q _ 1 9• -w g w s-i-L1L_ w \ >----w = - X_--_---- ` w ; 7 S•2 6 Z� v c 8 i3 - ,' > _ 12„..Di 0 - , 2 x g� > >- TC' - �3 EXIST. SIDEWALK �\�' > >---- -- 7 s 1 70 \ 15. , y 1 �� 11 1 a 120. DE LK ^�,��-yJ� h \ -> 8S - g.0 O 9 96 > 110 \ k -�� 9Q-- ,1 / _ -1�-- ,> -\ 11 TO BE REMOVED - �O. -> �`9' 41, 9 '\�° c aw ^ >0�� ? o Ns \ 4� Q �' �P 072 r cn 699.94 FL -'S' 1 Q� cr f D 24' S.D. TOP OF MON. EL.720.58 - EXIST. SIDEWALK _ 24„ SIP-.--- 6295383.333 � 2333748.492 N 700.64 F (I __- L )� 4„ S.D. S F� „ "Oc9 D - - D -D ---- - TO REMAIN � � - -�-� , -D -- -- - - -D - - EXIST. SIDEWALK -- TO BE REMOVED 9r� 6295383.333 E -- ' _ I -- - _ -- _ -_ - - 055 93 612 0I? 1 ��`- - S " • CITY HILLS DRIVE TO REMAIN -- CURVE DATA - - _ 09 R0 s �° N68 55 30 E 477.81 _ - - - - D = 10'13'57" - - - - � � O - -- - - - - - Os 1oa' ,5 D 14 <D CURVE DATA _ R = 2000.00 ss D = 5'21$---- - S L = 357.18' 699.30 FL - --- s - ' r s - -.i -- s ---- = -- --- s -- ---- S -- �-- " ` >O � ---� F, R = 2000.00 s . ; T = 179.07 0923 03) L = 186.83' ' F Mti f�.V 2 T = 93.48 SCALE: 1"=30' °RDM 1 --------- CITY OF BAKERSFIELD SHEET NO. 30 157.5 O 30 60 Drawn By: �� SCB AutoCAD File: Civil Engineering, Inc. COB10001GP1 CITY IN THE HILLS PARK \ - - -- 110 S. Montclair St., Ste. 104, Bakersfield, CA 93309 File No: OF _Zct:to COB -10-001 -4-GRADING PLAN Phone 661-836-9834 FAX 661-836-9761 Date: - - "-_"-_-- ; �� 33 Richard D. Meyer RCE 28104 Date 9-24-10 Rev. No. Date Revision Description Approved B "' 10 11 12 13 14 1'5 16 1`7 8 19 20 2i 22 23 24 2,. 26 _ - ; z3 C 31 32 ° A e D d d A D d D 1 � A- 1 , D ° ' ° d D k1 c a d ei h 11 2 4st =Tv -i I -- 4 I i 22.22 n D I d 1J I Ili 2231 I V) Wx� r I 21. g3 i °d rn I I CUDATA I t D 412'30" 2000.00' L -r 146.90 qq n yy ?moo vo�A 90 I T 73.48' r- ! / '•Q Q •J� f 6• '\ 2 12 Ill♦ ,�.. ��''- - ° - ? ➢ D d ��� ! 1`�' I ! �' 21 •k / GA/ / 1 125 A/12 / k\1 k 121'/ FQ / y,,:.., vf� , °000 12 a4,0 J \ \ \ 1 �.e D ° D b 1 c1 I L� 1 / k / 0 n: ._i ° II In a. 1 \ \ I I d o D D d a I 69 19 73 / / / 2 /:s..: °oo i R N \ \ \ I I A D d A -' 12 I 04,0 d D- D _ d D ��c o/ °h° 2 0 1 00%1� , ° 4 b •1.0 / 2j / \ g12 $� \ 126 \ I 12. k d - k �p C ` 1g k x -`�-_k1_- k °? %\ ��\ i \ O {'• 119 f , �/ 1 / / / / \ 1 !� D <- -43 <V �`\ 1 \ 12 i 5 91 ; F) _ 126 • 2' ' i q�0 �° a� 121 1 1' 12815 \ I k 26- k C) k I I 6 0 i 1� k126�/ n / / J J �/ .,< O ✓ -D - ® O ,v D D -dD ooh I i' _<_. �� N 1 # I 2D•f i) ,'0:� 65 D o raj llsem' / % _ 1 <---. 1�. 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' �� J' ,1: 04 22 I 5 1 , �• G F .9 \ 0 2 ? 0 0. 9. o k g 6• k STEPS, TYP. r� 1 �•. � TES �. 7 \ 2 o -x 1 _ 1 I 0 - 2 k 1• i k O r o 1 1 r r' 5• :I - 10 1 2 1 D / 1 � r ^L 721-1o I S E' DETAI _ _ E L S - \ 3 / / f x I 1 t 1 Q '8 I� U 0 k 7 / I _'�_ 4' X O 0 '1 <-i S _ 11 C SCH 40 DRAIN FROM t 0 SAND VOL Y 2• LE BALL - � s 1 ; 6 / 1 � 1 , 0 0 1 6 / / o q _ o• I o � x _ 0 1�5 0 .0 r / \ % ,1 i l 1 � L' F % I ~1 RTS TO STORM DRAIN T ,- h•' 0 INLET WA PROVIDE E TWO , 5 9• � o 9 0 o / 0•. �i 7 . o 7 0 o • 9 .Y, 2 � _ 7 ,9SW-6 _ 3 d r �/ \ - NOUT TO o i 1 A S SURFACE R CI 1- t 11 CLE._ PER OB�'TD. 1 / l 2 / 1 � �r_• -- _ . _ ...._ ` ' 719' ,. / ' � '• - •----=716. - �-- � / O 1 3s 12123 ° 11 � �- ua( 105 10 '1 "`:;:=:-:,.:, `.''::`� ,.,.•.,`r:'•` �:;� ¢.�.:•�, / / � �O 10' `I � I oI 720.49 • , y " -- TCN / ?s• J �i> k - - - - \ - % .: :co: w; 4' + \ , 1 L I I �.. 7 o\ 1 1 7(\9.93 + - _ \ k 106-;~ I J 1 6� 1�8e 11g. J r� ��S 1 Fes- x , �y,\ \\1\ _ +s - - - _ Q .- /' I \ 1 / k k 7j 718C ` I >2 �P� ° N e • D D k \ ` / / / / s =%�-7_1.4_.--1' S / 696 ` ` 1 >� a 9 &� \ \ \ 01 n ` - - y - _1 - o / / I >>! `1$`3` - FQ'`�e� k 1 � I \ ,>j J k 1 / />>9 / s 717 - _ NN 712 �� �� ,�• 1� �� \ �� �° x 't ` \ \ \ o / - ,cam c„ 3• / 1 \ \ \ \ \ x •So 1��'% /z, / A- + g6 719. �• '� / o x �_ 710 1.50% / �` o' 61 O h _�' -----< My1fy� \ 1 10 \ `o, f o + 709. 4� ,� �,� O >/` < 37- )< 1 119 < o H rn / ti 66 1 �o - 9 61 g' Fii 3 ^^ < < �p• /� d ` >'s 1 ' 0 `w' _ - - - 1� - ' �- <� 'k�/ 1' ATC<-�` < x - o I D„ 0 `-�� 1 ,� a M / S 1 Q k x -' qJ, S� �;,�. ��' �G�^ / _ I 1 '0 -�� ➢ - -'' ° '1! C`> a, 7 r 6 A o ti 1 a• 119 • � 710_ ---..._. ?16.ON....-F�'716.04 � t ,� / ,\� , o -< �o , X ��, </ ' : o- � 1 'y -'a �P / _ _ ^,- a _.-- o -_ _ �.. 0.259; i „ o; O � � 17 • - � MP�----�.._ �, 1210 ,�y. / 10 • �0 181% y � 66 I � (� �• �, ^�... ° 16. `� 7 09 2 '8 ' - / �t�' . _� > < 17 s r '-` j 15 o w------� �- w -- -- -- �- -- - + - -- 2 \ -- - 1-- _ - I - 1 -- - == == 'l1q'66- \ > > _> 1 '� y 6+ `Q _ 1 9• -w g w s-i-L1L_ w \ >----w = - X_--_---- ` w ; 7 S•2 6 Z� v c 8 i3 - ,' > _ 12„..Di 0 - , 2 x g� > >- TC' - �3 EXIST. SIDEWALK �\�' > >---- -- 7 s 1 70 \ 15. , y 1 �� 11 1 a 120. DE LK ^�,��-yJ� h \ -> 8S - g.0 O 9 96 > 110 \ k -�� 9Q-- ,1 / _ -1�-- ,> -\ 11 TO BE REMOVED - �O. -> �`9' 41, 9 '\�° c aw ^ >0�� ? o Ns \ 4� Q �' �P 072 r cn 699.94 FL -'S' 1 Q� cr f D 24' S.D. TOP OF MON. EL.720.58 - EXIST. SIDEWALK _ 24„ SIP-.--- 6295383.333 � 2333748.492 N 700.64 F (I __- L )� 4„ S.D. S F� „ "Oc9 D - - D -D ---- - TO REMAIN � � - -�-� , -D -- -- - - -D - - EXIST. SIDEWALK -- TO BE REMOVED 9r� 6295383.333 E -- ' _ I -- - _ -- _ -_ - - 055 93 612 0I? 1 ��`- - S " • CITY HILLS DRIVE TO REMAIN -- CURVE DATA - - _ 09 R0 s �° N68 55 30 E 477.81 _ - - - - D = 10'13'57" - - - - � � O - -- - - - - - Os 1oa' ,5 D 14 <D CURVE DATA _ R = 2000.00 ss D = 5'21$---- - S L = 357.18' 699.30 FL - --- s - ' r s - -.i -- s ---- = -- --- s -- ---- S -- �-- " ` >O � ---� F, R = 2000.00 s . ; T = 179.07 0923 03) L = 186.83' ' F Mti f�.V 2 T = 93.48 SCALE: 1"=30' °RDM 1 --------- CITY OF BAKERSFIELD SHEET NO. 30 157.5 O 30 60 Drawn By: �� SCB AutoCAD File: Civil Engineering, Inc. COB10001GP1 CITY IN THE HILLS PARK \ - - -- 110 S. Montclair St., Ste. 104, Bakersfield, CA 93309 File No: OF _Zct:to COB -10-001 -4-GRADING PLAN Phone 661-836-9834 FAX 661-836-9761 Date: - - "-_"-_-- ; �� 33 Richard D. Meyer RCE 28104 Date 9-24-10 Rev. No. Date Revision Description Approved B "' 10 11 12 13 14 1'5 16 1`7 8 19 20 2i 22 23 24 2,. 26 _ - ; z3 C 31 32 15'-0" SINGLE BARBEQUE GRILL W/ SHELF, 7'-6" 7'-6" PATTERSON-WILLIAMS ATHLETIC MFG., CO. PRODUCT NOS. 1140-00 & 8802-00 I I I—I_I o I I moC?, 1'-6" 12 -0" I 1'-6.1 I I LINE OF SHADE SAIL STRUCTURE CENTER OVER PICNIC TABLE = (2 PLACES, PER SITE PLAN) _ o Cl _—___—_ _+___—_ _ - I I r o I I I I I 0 T 7' CONCRETE PICNIC TABLE, PETERSEN MANUFACTURING INC., I I i PRODUCT NO. RT -CP I I I p,, I ALIGN TABLE & o CD GRILL WITH c' CENTERLINE TRASH RECEP ACLE, „ VICTOR STANL Y, INC. 4 CONCRETE SLAB, 1'-6" ' PRODUCT NO. SD -42 (ETC) SINGLE USE PICNIC AREA SCALE: 1/4" = 1'-0" 241-011 61-0" 61-011 -------- ---------7\ Lo 7' CONCRETE PICNIC TABLES, PETERSEN MANUFACTURING INC., PRODUCT NO. RT -CP A / /V, / \ A r � B / T rt---- —+ -----—e'—"'� G / / ADA ACCESSIBLE 7' CONCRETE PICNIC TABLE, PETERSEN MANUFACTURING \\ / 31_811 \ ,/ INC., PRODUCT H[0. RT -H-84 I \ , 6"x6"x316" COLUMN ---------------- -V LINE OF SHADE STRUCTURE 1'-7" (2 PLACES, PER SITE PLAN) DOUBLE BARBEQUE GRILL W/ SHELF, PATTERSON -WILLI AM S 6'-0" 6'-0" ATHLETIC MFG., CO. PRODUCT NOS. 1140-10 & 8802-10 GROUP USE PICNIC AREA B SCALE: 1/4" = 1'-0" 11 cn INSTALL LOUVERED CUPOLA PER MANUFACTURER'S RECOMMENDATIONS ROLL FORMED STRUCTURAL ROOF PANELS: 24" WIDE "W" SHAPED 2Y" RIBS ON 8" CENTERS W/ SNAP LOCK CONNECTIONS SIX SIDED TIE BLOCK RAFTER GUTTER BRACKET, GUTTER STEEL RAFTER & FASCIA PER MANUFACTURER COLUMN TO RAFTER CONNECTION 6"x6"x316" COLUMN PER MANUFACTURER'S RECOMMENDATION COLUMN FOOTING & CONNECTION SEE DETAIwrap L J %' 10 =� SECTION A -A I SCALE: 1/4" = 1'-0" 11 E 10'-0" lk" Oil �19 W! I? p ADJACENT 6' - STEEL PARK BENCH, 74_11.- t.>- J NATURE PATH VICTOR STANLEY, INC., PRODUCT NO. RB -28 4" CONCRETE SLAB BENCH - NATURE PATH KC� SCALE: 1/4" = 1'-0" 2'-6" DIA. r DETAIL - FOOTING SCALE: 3/4" = 1'-0" 12'-0" 11-611 61-01' 21-011 2'-61' _ I ,^ O (D VJ T 7r cf) �U a °: Y z r U T -- --o - m rrw > C) F— O �D. ° ° CO � ANCHOR BENCH TO h ° CONCRETE PAD TRASH RECEPTACLE, VICTOR 4" CONCRETE SLAB STANLEY, INC., PRODUCT NO.SD-42 ADJACENT SIDEWALK ANCHOR WITH S.S. DRILL ANCHOR OR GROUND PER MANUFACTURER'S RECOMMENDATION BENCH & TRASH RECEPTACLE D 2'-34" 6' STEEL PARK BENCH, VICTOR STANLEY, INC., PRODUCT NO. RB -28 %" 0 X 2" S. S. VANDAL RESISTANT -- SCREW & WASHER SCALE: 1/4" = 1'-0" 11 DETAIL - BENCH ANCHORING SCALE: 1" = 1'-0" 21-9" TRASH RECEPTACLE, VICTOR T STANLEY, INC., PRODUCT , NO.SD-42 36 GALLON, SIDE 1 - �- - v/ - LOADING DOOR �'oN O O — - I I I I I Q I w S.S. BOWLS I I COLD JOINT WITH TOOLED EDGES OR DEEP "V" GROVE I I I L- - - - - - - - - - - - - - - - - - - J 4'-0" CLEAR � y PLAN 2'-9" LEVELING FEET ANCHOR PLATE, INSTALL PER MANUFACTURER'S RECOMMENDATION DETAIL - TRASH RECEPTACLE SCALE: 1 " = T-0" %"x16" A307 ANCHOR BOLT --6"x6"x 16" STEEL COLUMN --#3 TIES @ 9" O.C. —8- #4 VERT. R 1'-3" 6"x6"x316" STEEL COLUMN 3/"x16" A307 ANCHOR BOLT —TOP OF SLAB -3-#3 TIES@ 2" O.C. AT TOP - #3 TIES @ 9" O.C. - 8- #4 VERT. BEQUE GRILL, PILOT ROCK K EQUIPMENT, MODEL 26/SB 2 OR EC-40/SB 2 )P OF SLAB OT1NG DETAIL - GRILL K SCALE: 3/4" = 1'-0" 11 1'3 7 20 21 2 S.S. BU EXPANSION ANCHOR SLEEVE, KWIKBOLT OR HILTI CONCRETE DUAL HEIGHT DRINKING FOUNTAIN, PETERSEN MANUFACTURING INC., PRODUCT NO. DFH-DUAL C.I. VALVE BOX 12" EDGE OF WALKWAY 11.511 V -5 - SIDE ELEVATION FRONT ELEVATION DETAIL - DRINKING FOUNTAIN /0"H� WRAP ALL PIPING WITH[ FOAM WRAP THROUGH SLAB 4" CLEANOUT TO SURFACE,— PROVIDE SCREW CAP 0 0 T 0 CV 0 T ACCESS PANEL SCALE: 3/4" = 1'-0" Qj� CONNECT TO DRINKING FOUNTAIN DRAIN LINE, ADAPT SIZE TO 2" CONNECT PIPING TO DRINKING FOUNTAIN Ir_rri� SUPPLY LINE, ADAPT SIZE TO 1" IC.I.VALVE BOX W/ LID ® e A p 7/ 77, BRONZE GATE r- VALVE ,_� 4"x2" REDUCING SEWER WYE, PVC 1" SCH 80 VC PIPING DRAIN FABRIC COVER FREE DRAINING GRAVEL 24" 0 DETAIL - PIPING DRINKING FOUNTAIN SCALE: 3/4" = 1'-0" r n5 32 NI o 1 0 o M 00 0) �(6 U cco I -- N �0 W V. 2'-6" DIA. r DETAIL - FOOTING SCALE: 3/4" = 1'-0" 12'-0" 11-611 61-01' 21-011 2'-61' _ I ,^ O (D VJ T 7r cf) �U a °: Y z r U T -- --o - m rrw > C) F— O �D. ° ° CO � ANCHOR BENCH TO h ° CONCRETE PAD TRASH RECEPTACLE, VICTOR 4" CONCRETE SLAB STANLEY, INC., PRODUCT NO.SD-42 ADJACENT SIDEWALK ANCHOR WITH S.S. DRILL ANCHOR OR GROUND PER MANUFACTURER'S RECOMMENDATION BENCH & TRASH RECEPTACLE D 2'-34" 6' STEEL PARK BENCH, VICTOR STANLEY, INC., PRODUCT NO. RB -28 %" 0 X 2" S. S. VANDAL RESISTANT -- SCREW & WASHER SCALE: 1/4" = 1'-0" 11 DETAIL - BENCH ANCHORING SCALE: 1" = 1'-0" 21-9" TRASH RECEPTACLE, VICTOR T STANLEY, INC., PRODUCT , NO.SD-42 36 GALLON, SIDE 1 - �- - v/ - LOADING DOOR �'oN O O — - I I I I I Q I w S.S. BOWLS I I COLD JOINT WITH TOOLED EDGES OR DEEP "V" GROVE I I I L- - - - - - - - - - - - - - - - - - - J 4'-0" CLEAR � y PLAN 2'-9" LEVELING FEET ANCHOR PLATE, INSTALL PER MANUFACTURER'S RECOMMENDATION DETAIL - TRASH RECEPTACLE SCALE: 1 " = T-0" %"x16" A307 ANCHOR BOLT --6"x6"x 16" STEEL COLUMN --#3 TIES @ 9" O.C. —8- #4 VERT. R 1'-3" 6"x6"x316" STEEL COLUMN 3/"x16" A307 ANCHOR BOLT —TOP OF SLAB -3-#3 TIES@ 2" O.C. AT TOP - #3 TIES @ 9" O.C. - 8- #4 VERT. BEQUE GRILL, PILOT ROCK K EQUIPMENT, MODEL 26/SB 2 OR EC-40/SB 2 )P OF SLAB OT1NG DETAIL - GRILL K SCALE: 3/4" = 1'-0" 11 1'3 7 20 21 2 S.S. BU EXPANSION ANCHOR SLEEVE, KWIKBOLT OR HILTI CONCRETE DUAL HEIGHT DRINKING FOUNTAIN, PETERSEN MANUFACTURING INC., PRODUCT NO. DFH-DUAL C.I. VALVE BOX 12" EDGE OF WALKWAY 11.511 V -5 - SIDE ELEVATION FRONT ELEVATION DETAIL - DRINKING FOUNTAIN /0"H� WRAP ALL PIPING WITH[ FOAM WRAP THROUGH SLAB 4" CLEANOUT TO SURFACE,— PROVIDE SCREW CAP 0 0 T 0 CV 0 T ACCESS PANEL SCALE: 3/4" = 1'-0" Qj� CONNECT TO DRINKING FOUNTAIN DRAIN LINE, ADAPT SIZE TO 2" CONNECT PIPING TO DRINKING FOUNTAIN Ir_rri� SUPPLY LINE, ADAPT SIZE TO 1" IC.I.VALVE BOX W/ LID ® e A p 7/ 77, BRONZE GATE r- VALVE ,_� 4"x2" REDUCING SEWER WYE, PVC 1" SCH 80 VC PIPING DRAIN FABRIC COVER FREE DRAINING GRAVEL 24" 0 DETAIL - PIPING DRINKING FOUNTAIN SCALE: 3/4" = 1'-0" r n5 32 NI o 1 SHEET NO OF 33 0 o M 00 0) �(6 U cco I -- N �0 W 0% (D W LL1 W0 T � cr U) J h-- — U� J r1 11ia� m W op IV�� 2 dS 0 co ms uj c _o Q T //0� I.L SHEET NO OF 33 U) J Q I -- W W LL1 � cr U) J h-- — w J m W Q a" LL o I- z dS �— Q U U CC Q U z U_ I SHEET NO OF 33 7J .-1 0 'CV T 121'-0" 55'-4" 55'-4" TENNIS COURT LAYOUT SCALE: 1/8" = 1'-0" 17 18 I CENTER LINE OF NET CENTER NET ANCHOR NET ANCHOR TAPER FOOTING, 12" AT TOP TO 15" AT BASE NET ANCHOR SCALE: 1/2" = 1'-0" EXPANSION JOINT SEE DETAIL I I 12 FOP OF PLAYING SURFACE 4" CONCRETE SLAB VAPOR BARRIER "LASS 2 AGGREGATE SASE APACTED 3GRADE G 12 CENTER LINE OF NET --- NET POST TOP OF PLAYING SURFACE 4" CONCRETE SLAT VAPOR BARRIER CLASS 2 AGGREGATE BASE COMPACTED SUBGRADE 56'-0" 4'-4"m. 4'-4" 56'-0" o(D (h i . 7 .. TENNIS COURT LAYOUT SCALE: 1/8" = 1'-0" 17 18 I CENTER LINE OF NET CENTER NET ANCHOR NET ANCHOR TAPER FOOTING, 12" AT TOP TO 15" AT BASE NET ANCHOR SCALE: 1/2" = 1'-0" EXPANSION JOINT SEE DETAIL I I 12 FOP OF PLAYING SURFACE 4" CONCRETE SLAB VAPOR BARRIER "LASS 2 AGGREGATE SASE APACTED 3GRADE G 12 CENTER LINE OF NET --- NET POST TOP OF PLAYING SURFACE 4" CONCRETE SLAT VAPOR BARRIER CLASS 2 AGGREGATE BASE COMPACTED SUBGRADE NET P" -- TAPER FOOTING, 18"0 AT TOP TO 20" SQR. AT BASE —)12' 0 x 24" @ 36" SMOOTH GALV. STEEL RODS, PLACE AT 4" COVER, GREASE PRIOR TO PLACEMENT VAPOR BARRIER CLASS 2 AGGREGATE BASE 12" COMPACTED SUBGRADE SECTION - EXPANSION JOINT KF SCALE: 1/2" = 1'-0" Q2,) #4 @ 18" E.W. 4" CLEAR CENTERED IN SLAB TO FENCE USE ADOBE SUPPORTS FABRIC N 't Y"TOOLED EDGE CV i VAPOR BARRIER CLASS 2 AGGREGATE BASE 12" 12" COMPACTED SUBGRADE SECTION - FOUNDATION E SCALE: 1/2" = 1'-0" 12 Y"TOOLED EDGE (V co #4 @ 18" E.W. CENTERED IN SLAB USE ADOBE SUPPORTS VAPOR BARRIER CLASS 2 AGGREGATE BASE 12" COMPACTED SUBGRADE SECTION- FOUNDATION FENCE POST rD SCALE: 1/2" = 1'-0" 12 0 CION `— C1'-6" NET POST FOUNDATION SCALE: 1/2" = 1'-0" 3 "A. c ec e Qn H 12 FULLY SEALED NEATLY CAULKED JOINT WITH IMMERSIBLE SILICON CAULKING, TROWEL SMOOTH WITH NO DEPRESSION BASF, SONOLASTIC ULTRA, GRAY IN COLOR, OR APPROVED EQUAL 5/" ASPHALTIC FIBER EXPANSION JOINT MATERIAL DETAIL - EXPANSION JOINT SCALE: 1 1/2" = 1'-0" 0 0 00 N W U T 0 co s rn c° 0 LU 8� o(D (h U � . 7 .. �co NET P" -- TAPER FOOTING, 18"0 AT TOP TO 20" SQR. AT BASE —)12' 0 x 24" @ 36" SMOOTH GALV. STEEL RODS, PLACE AT 4" COVER, GREASE PRIOR TO PLACEMENT VAPOR BARRIER CLASS 2 AGGREGATE BASE 12" COMPACTED SUBGRADE SECTION - EXPANSION JOINT KF SCALE: 1/2" = 1'-0" Q2,) #4 @ 18" E.W. 4" CLEAR CENTERED IN SLAB TO FENCE USE ADOBE SUPPORTS FABRIC N 't Y"TOOLED EDGE CV i VAPOR BARRIER CLASS 2 AGGREGATE BASE 12" 12" COMPACTED SUBGRADE SECTION - FOUNDATION E SCALE: 1/2" = 1'-0" 12 Y"TOOLED EDGE (V co #4 @ 18" E.W. CENTERED IN SLAB USE ADOBE SUPPORTS VAPOR BARRIER CLASS 2 AGGREGATE BASE 12" COMPACTED SUBGRADE SECTION- FOUNDATION FENCE POST rD SCALE: 1/2" = 1'-0" 12 0 CION `— C1'-6" NET POST FOUNDATION SCALE: 1/2" = 1'-0" 3 "A. c ec e Qn H 12 FULLY SEALED NEATLY CAULKED JOINT WITH IMMERSIBLE SILICON CAULKING, TROWEL SMOOTH WITH NO DEPRESSION BASF, SONOLASTIC ULTRA, GRAY IN COLOR, OR APPROVED EQUAL 5/" ASPHALTIC FIBER EXPANSION JOINT MATERIAL DETAIL - EXPANSION JOINT SCALE: 1 1/2" = 1'-0" 0 0 00 N W U T 0 co s m cr ;0 O ON O U m O 0 0) 0 Z 0 a) U ai Q o rn c° 0 LU 8� o(D Ask � U � �co N Q w � W l cl � U O W 0 �.- U�coo) v _ LL Q W D 'COO �> WE ,4110 O �o [f vi c 0 oa cf) m cr ;0 O ON O U m O 0 0) 0 Z 0 a) U ai Q o SHEET NO. I /Q2 OF 33 Y 32 3: rr Q w � W � U O CELLJ �.- v _ LL Q W D M T O OZ cf) z W i -- SHEET NO. I /Q2 OF 33 Y 32 3: SCALE: 1/811 = 1'-0" FREE DRAINING CLEANOUT LANDSCAPE VOLLEYBALL GRAVEL TO GRADE FABRIC/MEMBRANE COURT SAND PERIMETER CURB SEE DETAIL F :... . .......: P ROUTE TO 4" PVC OR HDPE 6" PVC OR HDPE CAP END OF STORM DRAIN PERFORATED DRAIN PIPE SOLID PIPE PIPE SECTION - DRAINAGE D SCALE: 1/8" = 1'-0" 13 LINE OF NET NET POST, POWERSCAPE VOLLEYBALL POSTS, GAMETIME, PRODUCT NO. 8664 NET POST FOOTING VOLLEYBALL COVER GRAVEL SEE DETAIL I A WITH DRAIN FABRIC FREE FGRAVELKAiNiruG N "" """" 13 I COURT SAND �PSEE DETAILURB 1 RUBBER FLEX CURB WITH SPIKES, LS & SURFACES r. MODEL NO. RC8 'HAMFER v rvk., vr� nurr- PERFORATED DRAIN PIPE SOLID PIPE SECTION - DRAINAGE E SCALE: 1/8" = 1'-0" 13 ,) VOLLEYBALL COURT SAND "--CAP END OF FREE DRAINING PIPE GRAVEL LANDSCAPE— FABRIC FREE DRAINING— GRAVEL 4" PVC OR HDPE PERFORATED PIPE 12" MIN. SECTION - 4" DRAIN VOLLEYBALL COURT SAND � NI SCALE: 1/2" = 1'-0" \ 13 11 12 13 14 c N c T 60' 50'-0" C V . 9 BASKETBALL COURT LAYOUT SCALE: 1/8" = 1'-0" 1ml 5" O.D. GALV. PIPE, FUSION EPDXY POWDER COATED VOLLEYBALL COURT SAND FREE DRAINING GRA L CONCRETE J I l I�I I I FOOTING f) 9.. 1'-6" DIA. VOLLEYBALL POST FOOTING SCALE: 1/2" = 1'-0" 15 16 17 0 PARK BENCH SEE DETAIL rl- N i D ^„ O (') ;:-5•. 0 co _ co c' ;IL O CJD !� Um u cN - ro o in W CD 0 r .> c LANDSCAPE FABRIC co _ _ - O o O r Q 0 0 r O CV a - �Y)l Ar, FREE DRAINING I I; ;III l I � O GRAVEL Lu LL 0" PLACE RUBBER CURB ON CONC. 6" PVC OR HDPE T w W CURB & INSERT SPIKE BEFORE SOLID PIPE � m U U CONC. CURB HARDENS ..1 MIN. DETAIL - CURB F SECTION - 6" DRAIN G SCALE: 3/4" = 1'-0" 13 SCALE: 1/2" = 1'-0" 13 "--CAP END OF FREE DRAINING PIPE GRAVEL LANDSCAPE— FABRIC FREE DRAINING— GRAVEL 4" PVC OR HDPE PERFORATED PIPE 12" MIN. SECTION - 4" DRAIN VOLLEYBALL COURT SAND � NI SCALE: 1/2" = 1'-0" \ 13 11 12 13 14 c N c T 60' 50'-0" C V . 9 BASKETBALL COURT LAYOUT SCALE: 1/8" = 1'-0" 1ml 5" O.D. GALV. PIPE, FUSION EPDXY POWDER COATED VOLLEYBALL COURT SAND FREE DRAINING GRA L CONCRETE J I l I�I I I FOOTING f) 9.. 1'-6" DIA. VOLLEYBALL POST FOOTING SCALE: 1/2" = 1'-0" 15 16 17 0 PARK BENCH SEE DETAIL rl- N i D ^„ Eel BENCH LAYOUT BENCH LAYOUT SEE DETAIL C 13 SCALE: 1/4" = 1'-0" 30ARD & NET MOUNTED TO GOOSENECK POST, RSON - WILLIAMS ATHLETIC MFG. CO., JCT NOS. 1527, 14, 45, & 34. C 13 FOOTING )ETAIL J K 13 13 CENTERLINE BETWEEN COURTS D CD -,-24" DIA. POST FOOTING O (') ;:-5•. 0 co _ co c' ;IL O CJD !� Um u cN - ro o in W CD 0 r .> c U co T - O o O r Q 0 0 r O w �Y)l Eel BENCH LAYOUT BENCH LAYOUT SEE DETAIL C 13 SCALE: 1/4" = 1'-0" 30ARD & NET MOUNTED TO GOOSENECK POST, RSON - WILLIAMS ATHLETIC MFG. CO., JCT NOS. 1527, 14, 45, & 34. C 13 FOOTING )ETAIL J K 13 13 CENTERLINE BETWEEN COURTS D CD -,-24" DIA. POST FOOTING -�' 5 9/16" GOOSENECK POST l'G [7 2" WIDE END LINE I I I I Q0- I i . I I CD I I I BACKBOARD t7 I i I I t7 I I D J _ DOUBLE RIM WITH NET DETAIL - BASKETBALL POST FOOTING K SCALE: 1/2" = 1'-0" 13 U) 0 r BASKETBALL POST --- uo TOP OF COURT SURFACE #4 0 18" E. W. CENTERED IN SLAB 4" CLASS 2 AGGREGATE BASE #4 HOOP CONCRETE FOOTING SECTION - BASKETBALL POST FOOTING SCALE: 1 /2" = 1'-0" 13 32 CD N W U T 0 co U_ V � ?�:'a=-ems � ;:-5•. C co co c' ;IL O CJD !� Um O o� 06 cN ro �O in W CD 0 r .> c U co v irate" o -�' 5 9/16" GOOSENECK POST l'G [7 2" WIDE END LINE I I I I Q0- I i . I I CD I I I BACKBOARD t7 I i I I t7 I I D J _ DOUBLE RIM WITH NET DETAIL - BASKETBALL POST FOOTING K SCALE: 1/2" = 1'-0" 13 U) 0 r BASKETBALL POST --- uo TOP OF COURT SURFACE #4 0 18" E. W. CENTERED IN SLAB 4" CLASS 2 AGGREGATE BASE #4 HOOP CONCRETE FOOTING SECTION - BASKETBALL POST FOOTING SCALE: 1 /2" = 1'-0" 13 32 CD N W U T 0 co U_ V MI CD co- rn(o co co c' ;IL O CJD !� Um O o� 06 cN ro �O in W CD 0 r .> c U co v °DII 'COO t O r Q 0 0 r ar SHEET NO. OF 33 oc c' ;IL O CJD !� Um O o� 06 cN m �O v Q w Q � O Lu LL W J Q m w W LL O z - c/) Q � m U U dS ..1 Q m W _1 O SHEET NO. OF 33 CMU WALL WITH PILASTER AT EACH END R36'-4" I SEE DETAIL C R37' -08L " 0 8,0 R2' -o" �o R2'-0" X �. MONUMENT SIGN \ R23'-2" SEE DETAIL G 14 \ R24'-0" R10'-0" R5'-0" +ICY) Y , Y X, y o 36'-6" \ 82'-31" CITY IN THE HILLS DRIVE ENTRANCE SCALE: 1/8" = 1'-0" 4x8 BRICK FACADE OVER 8"x8"x16" CMU LINE OF PILASTER CAP GROUT ALL CELLS -PARK BENCH & PAD SEE DETAIL F 14 PROVIDE VENNER CLIPS AT 24" SPACING MINIMUM CMU WALL WITH PILASTER AT EACH END SEE DETAIL D 14 ,,-4" THK DECORATIVE PAVING, HERRINGBONE BRICK, SLOPE AT 2% TO CURB LINE \-LIGHT STANDARD MATCH WIDTH OF +1 SIDEWALK W/ EXIST. SIDEWALK PILASTER CAP PILASTER W/ CONSTRUCT WALL PER CITY BRICK FACADE SPLIT FACE SEE DETAIL L CMU WALL WALL CAP STANDARD L-15, ADJUST HEIGHT AS SHOWN HEREON 14 FINISH GRADE - - 1 M M - - - - - - - - - - - - - i - �-------------------------•- - WALL FOOTING 2'-0" 54-102 (ALONG ARC) WALL 2 - DETAIL SCALE: 1/8" = 1'-0" 8'-011 4'-011 12" I PARK BENCH SEE DETAIL E :p,, o 11 DETAIL - PARK BENCH AT ENTRANCE SCALE: 1/4" = 1'-0" 14 PILASTER SEE DETAIL L 13 CENTERLINE OF CMU WALL SEE DETAIL C 14 � `�'� EDGE OF DECORATIVE f PAVING 4" THICK COLORED CONCRETE BASE TO WET -SET BOULDERS, FINISH WITH FLOAT 2'-22' SQR. 2-0" SQR. SECTION - PILASTER SCALE: 3/4" = 1'-0" 9Y"WDx2Y"THK RADIAL WALL CAP 8"x8"x16" CMU WALL m GROUT ALL CELLS PRECAST PILASTER CAP, PACIFIC STONE DESIGN, MODEL NO. PC -980-24 2'-011 PRECAST WALL CAPS, STEPSTONE, SONORASTONE FLAT WALL CAP W/ RADIUS PER WALL RADIUS SPLIT FACE CMU WALL I I - #4 REBAR W/ - — #3 TIES 0 16" � F7 • - - I •I 14 CL I r FINISH— GRADE INISH GRADE = I I I I T I I CLASS "B" - WALL FOOTING CONCRETE 2-8 SQR FOOTING PILASTER DETAIL rC� SCALE: 3/4" = 1'-0" 14 FORMED AND TOOLED EDGE, MINIMUM RADIUS OF 2' PLACE CULTURED BOULDERS IN TIGHT PATTERN GROUT ALL VOIDS BETWEEN BOULDERS NEATLY INTERFACE Wlhi SIDEWALK AT LOCATIONS ADJACENT TO SIDEWALK, TOOL EDGES BOULDER PLACEMENT %H� SCALE: 1/4" = 1'-0" FOR BOULDER LOCATIONS IN TURF AREAS 17 18 H"ERRINGBONE DECORATIVE PAVING AT 2% TO CURB LINE 15'-2" 6" COMPACTED SUBGRADE FRONT ELEVATION MONUMENT SIGN SCALE: 3/8" = 1'-0" G 14 REINFORCED CONCRETE, CITY STANDARD MONUMENTATION, OUTDOOR CREATIONS INC. MODEL NO. 700SP ADA RAMP CORNER ENTRANCE B SCALE: 1/8" = 1'-0" 14 A Retainin curb if Retainin curb 9 = 2% 9 �\ necessary at edge o aX o. if necessary at - Of s idewa I k edge of sidewalk W>, 5,_C� 0.45" o Sidewalk x - Min � c See Notes Seev 10 and 11 2% Max f Sidewalk Note 7 N 8.33% 8.33% x Front Max � o c Max — - edge of Nk sidewalk -'Q Nlv See �"" N - Note 7 000 M x0 0 0 o0 000000 10% Mox o0°o°oOD000 10% Max°O °0000 oo°000 °o°o°q°g o PILASTER CAP SPLIT FACE Cf) CONSTRUCT WALL PER CITY PILASTER— CMU WALL WALL CAP STANDARD L-15, ADJUST SEE DETAIL L 2% Max HEIGHT AS SHOWN HEREON 14 o oo °o°x °o 0 FINISH GRADE 8a33% _ i Q N Max x O .1 oo 81.81 °0 Max N WALL FOOTING W IU U) � j °o: 36'-8" (ALONG ARC) 2_p J WALL 1 - DETAIL C o ool000l 0 SCALE: 1/8" = 1'-0" 14 MATCH WIDTH OF +1 SIDEWALK W/ EXIST. SIDEWALK PILASTER CAP PILASTER W/ CONSTRUCT WALL PER CITY BRICK FACADE SPLIT FACE SEE DETAIL L CMU WALL WALL CAP STANDARD L-15, ADJUST HEIGHT AS SHOWN HEREON 14 FINISH GRADE - - 1 M M - - - - - - - - - - - - - i - �-------------------------•- - WALL FOOTING 2'-0" 54-102 (ALONG ARC) WALL 2 - DETAIL SCALE: 1/8" = 1'-0" 8'-011 4'-011 12" I PARK BENCH SEE DETAIL E :p,, o 11 DETAIL - PARK BENCH AT ENTRANCE SCALE: 1/4" = 1'-0" 14 PILASTER SEE DETAIL L 13 CENTERLINE OF CMU WALL SEE DETAIL C 14 � `�'� EDGE OF DECORATIVE f PAVING 4" THICK COLORED CONCRETE BASE TO WET -SET BOULDERS, FINISH WITH FLOAT 2'-22' SQR. 2-0" SQR. SECTION - PILASTER SCALE: 3/4" = 1'-0" 9Y"WDx2Y"THK RADIAL WALL CAP 8"x8"x16" CMU WALL m GROUT ALL CELLS PRECAST PILASTER CAP, PACIFIC STONE DESIGN, MODEL NO. PC -980-24 2'-011 PRECAST WALL CAPS, STEPSTONE, SONORASTONE FLAT WALL CAP W/ RADIUS PER WALL RADIUS SPLIT FACE CMU WALL I I - #4 REBAR W/ - — #3 TIES 0 16" � F7 • - - I •I 14 CL I r FINISH— GRADE INISH GRADE = I I I I T I I CLASS "B" - WALL FOOTING CONCRETE 2-8 SQR FOOTING PILASTER DETAIL rC� SCALE: 3/4" = 1'-0" 14 FORMED AND TOOLED EDGE, MINIMUM RADIUS OF 2' PLACE CULTURED BOULDERS IN TIGHT PATTERN GROUT ALL VOIDS BETWEEN BOULDERS NEATLY INTERFACE Wlhi SIDEWALK AT LOCATIONS ADJACENT TO SIDEWALK, TOOL EDGES BOULDER PLACEMENT %H� SCALE: 1/4" = 1'-0" FOR BOULDER LOCATIONS IN TURF AREAS 17 18 H"ERRINGBONE DECORATIVE PAVING AT 2% TO CURB LINE 15'-2" 6" COMPACTED SUBGRADE FRONT ELEVATION MONUMENT SIGN SCALE: 3/8" = 1'-0" G 14 REINFORCED CONCRETE, CITY STANDARD MONUMENTATION, OUTDOOR CREATIONS INC. MODEL NO. 700SP ADA RAMP CORNER ENTRANCE B SCALE: 1/8" = 1'-0" 14 A Retainin curb if Retainin curb 9 = 2% 9 �\ necessary at edge o aX o. if necessary at - Of s idewa I k edge of sidewalk W>, 5,_C� 0.45" o Sidewalk x - Min � c See Notes Seev 10 and 11 2% Max f Sidewalk Note 7 N 8.33% 8.33% x Front Max � o c Max — - edge of Nk sidewalk -'Q Nlv See �"" N - Note 7 000 M x0 0 0 o0 000000 10% Mox o0°o°oOD000 10% Max°O °0000 oo°000 °o°o°q°g o Y" TOOLED EDGES TING DEPRESSED CURB, ID FLOWLINE LIP AS ARED TO MEET CURRENT REQUIREMENTS CONSTRUCT RAMP PER CALTRANS STD. PLAN A88A, T=6" oT p� 0.9' Base a dewalk 0 RAISED TRUNCATED DOME NOTES: at curb 0 at curb g2 xoo Front Front edge Note 7 1. As site conditions dictate, Case A through Case G curb ramps may I O° a M °0o.o00 edge of of sidewalk C See Notes used for corner installctiors similar to those shown in Detail A do 000000 A oo a 000bgOOo°°g sidewalk 10 one 11 Detail B. The case of curb ramps used in Detail A do not have to c CASE C the same. Case A through Ccse G curb romps also may be used at mid block locations, os site conditions dictate. 10% Max A 4 -0 10% Max See Notes at curb A 2. If distance from curb to ba0< of sidewalk is too short to In at curb B 10 and 11 Sidewalk 2% 2� accommodate ramp and 4'-0" platform (landing) as shown in Case A, CASE A CASE B °X Sidewalk the sidewalk may be depressed longitudinally as in Case B, or C or See o c x Front edge oSee�_ ax may be widened as in Case D. \ Note 7 _P N ° of sidewalk Note 7 '� - '� x - \ Q u 10% Max 3. When ramp is located in cent. -r of curb return, crosswalk 1 �• A ____ _ at curb configuration must be similar to that shown for Detail B. Fron 1 yQ 2% yp� 2% TyP 6" edgetof A. As site conditions dictate, tie retaining curb side and the flared ox Sidewalk side of the Case G ram shcll be constructed in reversed ositior. Sidewalk x _ ax c a c Typ sidewalk P See � 0 c See Notes c : x \ Note 7 c L 000.O. °°000° + See -� - 10 and 11 v N ° 0 0 00- ° 000 -Retaining c ° 00008% 5. If located on a curve, the sides of the romp need not be poral lel. _ 0 s 0--0-- Note 7 c - o°ori °x°0°°° Curb (both o 0 00 ° but the minimum witlth of tYe ramp shall be 4'-0 N 1 �% Max a . , a o°00o f !L 000M ° ° sides o. Front at curb— \ 00058 0 °O°o ramp) Dog 6. Side slope of romp flares va y uniformly from a maximum of 107 ci /- edge of \ 10% Max ° ° 00 0008000° curb to conform with longitu7inol sidewalk slope adjacent to top c1 sidewalk \ at curb 0000 _ the ramp, except in Case C and Case F. i 4'-0" Min-, ` -i See Notes Retaining 4'-0 Min See Notes 10 �^1 7. The curb ram�pp snarl be outlined, as shown, with d 1'-0" wide 000 o0 o Front _U 10 and 11 Curb and 11 border with Ye" grooves dpprorimately on center. See Dorn xoo 0 \ 0 edge of _�:J A ao000 Planting Doan X o o grooving detail. o0 => loll °09P 000 s i dewa l K CASE F CASE G 10�% Max o 10% Max area 0 at curb 0 at curb 000 0 °o°o Retaining 8. Transitions from romps and I3nding to walks, gutters or streets oO° °°°° ° Curb (both See Note 4 shall be flush and free of abrupt changes. 1 sides of 4'-0' See Notes 10 ramp) Gutter 9. Maximum slopes of adjoining gutters, the road surface immediately A al nd 11 flowline Top of ramp q'-0" Min adjacent to the curb romp or accessible route shall not exceed q_ I).--6- Rounded-- 5 percent within 4'-0° of the top and bottom of the curb romp. A See Note 9 YP n CASE D CASE E 2% Max 0. Curb romps shall have o detectablewarning surface that extends 8.33% Max the full width and 3'-0" dept offthe the romp. Detectable Warning SECTION A=A Surfaces shop conform to tha details on this plan and the provide 2'-0" straight curbcurbWhere a flared side occurs requirements in the Special Provisions. Y 11. The edge of the detectable warning surface nearest the street shall be between 6" and 8" from the gutter flowline. Gutter Retaining curb flowlineif necessary 12. Sidewalk and ramp thickness, "T", shall be 3'" minimum. a Top of ramp v' l� �4'-�0" Min o ECR i m Rounded 13. Utility pull boxes, manholes, vaults and all other utility facilities 11�-> /1 _ within the boundaries of the curb romp will be relocated or a o '( adjusted to grade by the owner prior to, or in conjunction with, o Ra p a <� / ° 8.33% Max 2% Max �� curb ramp construction. e a See Note 9 SECTION B -B 14. For retrofit conditions, removal and replacement of curb apron project plans. Retoin" 'J r �xo1 - Depress entire sidewolK as required will be at the Contractor's cption, unless otherwise shown on Sidewalk Y / 3 X90 o \'o ing 1.67to 2.35' / ood`og a_j ,� curb if Center to o Gutter necessary center spocing(0 0 Qp ,,<e y' " flowline Sidewalk A �x� ,���• _ - 0 0 0 i� F✓ BCR z% Max T RAISED TR�NCAJED DOME PATTERN (IN-LINE) FfWhere a flared Nate 9 SECTION C -C Approximately /4" e side occurs provide ' DETECTAELE WARNING SURFACE 1.� 2'-0" straight curb �.-- .tel L.�/-4" _ See Note 10 -.0n1 Crosswalk if provided Limit of pay \i STATE OF CALIFORNIA 4'-0"_M1n e DEPARTMENT OFTRANSP0 TATION Crosswalk if provided DETAIL B Note 14 Rounded °GROOVING DETAIL CURB RAMP DETAILS TYPICAL ONE—RAMP —� NO SCALE DETAIL A CORNER INSTALLATION See RSP A88A DATED SEPTEMBER 1, 2)06 SUPERSEDES STANDARD PLAN A88A TYPICAL TWO—RAMP CORNER INSTALLATION See Notes 1 and 3 Note 9 RETROFIT DETAIL DATED MAY 1, 2006 - PAGE 115 OF `FE STANDARD PLANS BOOK DATED MAY 200(. See Note 1 Existing curb and sidewalk REVISED STANDARD PLAN RSP A88A 20 )1 22 23 24 25 7 3 2! _ 31 30 V ro Min Cf) I Q 2% Max Si o oo °o°x °o 0 8.33% 8a33% _ i Q N Max x O .1 oo 81.81 °0 Max N x ° W IU U) � j °o: °o t W J M < 0o N o ool000l 0 CD W �— O LL D 0 z Z See Y" TOOLED EDGES TING DEPRESSED CURB, ID FLOWLINE LIP AS ARED TO MEET CURRENT REQUIREMENTS CONSTRUCT RAMP PER CALTRANS STD. PLAN A88A, T=6" oT p� 0.9' Base a dewalk 0 RAISED TRUNCATED DOME NOTES: at curb 0 at curb g2 xoo Front Front edge Note 7 1. As site conditions dictate, Case A through Case G curb ramps may I O° a M °0o.o00 edge of of sidewalk C See Notes used for corner installctiors similar to those shown in Detail A do 000000 A oo a 000bgOOo°°g sidewalk 10 one 11 Detail B. The case of curb ramps used in Detail A do not have to c CASE C the same. Case A through Ccse G curb romps also may be used at mid block locations, os site conditions dictate. 10% Max A 4 -0 10% Max See Notes at curb A 2. If distance from curb to ba0< of sidewalk is too short to In at curb B 10 and 11 Sidewalk 2% 2� accommodate ramp and 4'-0" platform (landing) as shown in Case A, CASE A CASE B °X Sidewalk the sidewalk may be depressed longitudinally as in Case B, or C or See o c x Front edge oSee�_ ax may be widened as in Case D. \ Note 7 _P N ° of sidewalk Note 7 '� - '� x - \ Q u 10% Max 3. When ramp is located in cent. -r of curb return, crosswalk 1 �• A ____ _ at curb configuration must be similar to that shown for Detail B. Fron 1 yQ 2% yp� 2% TyP 6" edgetof A. As site conditions dictate, tie retaining curb side and the flared ox Sidewalk side of the Case G ram shcll be constructed in reversed ositior. Sidewalk x _ ax c a c Typ sidewalk P See � 0 c See Notes c : x \ Note 7 c L 000.O. °°000° + See -� - 10 and 11 v N ° 0 0 00- ° 000 -Retaining c ° 00008% 5. If located on a curve, the sides of the romp need not be poral lel. _ 0 s 0--0-- Note 7 c - o°ori °x°0°°° Curb (both o 0 00 ° but the minimum witlth of tYe ramp shall be 4'-0 N 1 �% Max a . , a o°00o f !L 000M ° ° sides o. Front at curb— \ 00058 0 °O°o ramp) Dog 6. Side slope of romp flares va y uniformly from a maximum of 107 ci /- edge of \ 10% Max ° ° 00 0008000° curb to conform with longitu7inol sidewalk slope adjacent to top c1 sidewalk \ at curb 0000 _ the ramp, except in Case C and Case F. i 4'-0" Min-, ` -i See Notes Retaining 4'-0 Min See Notes 10 �^1 7. The curb ram�pp snarl be outlined, as shown, with d 1'-0" wide 000 o0 o Front _U 10 and 11 Curb and 11 border with Ye" grooves dpprorimately on center. See Dorn xoo 0 \ 0 edge of _�:J A ao000 Planting Doan X o o grooving detail. o0 => loll °09P 000 s i dewa l K CASE F CASE G 10�% Max o 10% Max area 0 at curb 0 at curb 000 0 °o°o Retaining 8. Transitions from romps and I3nding to walks, gutters or streets oO° °°°° ° Curb (both See Note 4 shall be flush and free of abrupt changes. 1 sides of 4'-0' See Notes 10 ramp) Gutter 9. Maximum slopes of adjoining gutters, the road surface immediately A al nd 11 flowline Top of ramp q'-0" Min adjacent to the curb romp or accessible route shall not exceed q_ I).--6- Rounded-- 5 percent within 4'-0° of the top and bottom of the curb romp. A See Note 9 YP n CASE D CASE E 2% Max 0. Curb romps shall have o detectablewarning surface that extends 8.33% Max the full width and 3'-0" dept offthe the romp. Detectable Warning SECTION A=A Surfaces shop conform to tha details on this plan and the provide 2'-0" straight curbcurbWhere a flared side occurs requirements in the Special Provisions. Y 11. The edge of the detectable warning surface nearest the street shall be between 6" and 8" from the gutter flowline. Gutter Retaining curb flowlineif necessary 12. Sidewalk and ramp thickness, "T", shall be 3'" minimum. a Top of ramp v' l� �4'-�0" Min o ECR i m Rounded 13. Utility pull boxes, manholes, vaults and all other utility facilities 11�-> /1 _ within the boundaries of the curb romp will be relocated or a o '( adjusted to grade by the owner prior to, or in conjunction with, o Ra p a <� / ° 8.33% Max 2% Max �� curb ramp construction. e a See Note 9 SECTION B -B 14. For retrofit conditions, removal and replacement of curb apron project plans. Retoin" 'J r �xo1 - Depress entire sidewolK as required will be at the Contractor's cption, unless otherwise shown on Sidewalk Y / 3 X90 o \'o ing 1.67to 2.35' / ood`og a_j ,� curb if Center to o Gutter necessary center spocing(0 0 Qp ,,<e y' " flowline Sidewalk A �x� ,���• _ - 0 0 0 i� F✓ BCR z% Max T RAISED TR�NCAJED DOME PATTERN (IN-LINE) FfWhere a flared Nate 9 SECTION C -C Approximately /4" e side occurs provide ' DETECTAELE WARNING SURFACE 1.� 2'-0" straight curb �.-- .tel L.�/-4" _ See Note 10 -.0n1 Crosswalk if provided Limit of pay \i STATE OF CALIFORNIA 4'-0"_M1n e DEPARTMENT OFTRANSP0 TATION Crosswalk if provided DETAIL B Note 14 Rounded °GROOVING DETAIL CURB RAMP DETAILS TYPICAL ONE—RAMP —� NO SCALE DETAIL A CORNER INSTALLATION See RSP A88A DATED SEPTEMBER 1, 2)06 SUPERSEDES STANDARD PLAN A88A TYPICAL TWO—RAMP CORNER INSTALLATION See Notes 1 and 3 Note 9 RETROFIT DETAIL DATED MAY 1, 2006 - PAGE 115 OF `FE STANDARD PLANS BOOK DATED MAY 200(. See Note 1 Existing curb and sidewalk REVISED STANDARD PLAN RSP A88A 20 )1 22 23 24 25 7 3 2! _ 31 30 V 0 rn U SO �(.5 Cz '0 m W > 0 UWM �M CP (QM U .2cip o r CI; CD O T LL C 0 0 0 Z cr O0 o�"S o T- o m Cr 00 m N 00 z 0 U U ai ro Cf) Q 0 W i Q LU a z U— W IU U) � j J Q4r t W J M < = z 0 rn U SO �(.5 Cz '0 m W > 0 UWM �M CP (QM U .2cip o r CI; CD O T LL C 0 0 0 Z cr O0 o�"S o T- o m Cr 00 m N 00 z 0 U U ai SHEET NO. � (�6 OF 33 3'_ Cf) Q W i Q W a z U— W IU U) � j J rn W J M < = z 0 CD W �— O LL D 0 z Z r- r z z Q 00 z D W SHEET NO. � (�6 OF 33 3'_ ACORN CAP AT Tf AND CORNER TOP RAIL 19/8" O.D. GAL TERMINAL POST & CORNER 3Y" O.D. GALV FABRIC TO BE 1Y4" TENNIS FENCE GALV. AFTER WEAVINI KNUCKLED TOP AND BO MID—RAIL HORIZONTAL BRACE 19/8" O.D. GALV. PIPE 12'WD.x10'HT DOUBLE Gi 1%" O.D. GALV. PIPE FRS W/ FORK LATCH AND LI 16" THK. x 9" WD. CURB— CLASS "E CONCRETE FOOTIN TERMINAL Pi CORNER 3Y" O.D. GALV FABRIC TO BE 134" TENNIS FENCE GALV. AFTER WEAVING KNUCKLED TOP AND BO MID—RAIL HORIZONTAL BRACE 1V8" O.D. GALV. PIPE LATCH SID 2— 47' SIN GATE, 1 %" O.D. G) PIPE FRAME W/ FI LATCH AND U POSTS J Q Q.1 o 4'-4" A rNf%F \ t r% A f1 A T >>>>>>>> > >>>>>>> >>>>>> >>>> >>>>> >> >>>>> >> >>> >>> >>>>>>>>>3 >>>>?�?>>>>>� �?>; >>>>>> > >>>>>: >>>>> >>>>>>>: >>>>>>>' >>>>>> >>>>>> >>> >,>,>,>. >>> ,>,>,> > > >> HINGE > >>>> >>>>> SIDE _ ;�> 6 >,>,>x o >�>;>;>; � � >,>,>, >>>>>> >,>,>,>; >>>) ,>,>,> >>>>>>> >,>>>,> >>>>>> >>> >) >>>>>>Y >>>>: >>>>>> >>> >>>>>>> >>>>>>>= a- >>>>>> >>>>>> >>>>>>>, >�>>>>> Utz >>>>>> >>>>>> > > > > >>>>, >>>>>>>>>>>>>>>>>>>>>> >>>>>>>>> > >>>>>>>>>> >,>,>, >>> >> > R>> AT TERMINAL POSTS PEDESTRIAN GATES SCALE: 1/2" = 1'-0" D.G. NATURE PATH TIN ADD X" WIDE x X" DEEP GROOVES IN 2" STRIP 1Y" a - FROM EDGE OF TREADco .A ROUGH BROOM FINISH a D.G. NATURE —1c\1 PATH #4 REBAR, 3 PLACES / 1 I• .d --- _ #4 TIES ®18 MIN. 12" 12" TYP. SECTION — STAIR NATURE PATH L SCALE: 1 1/2" = 1'-0" 15 N L 10'-0' MAX. --LOOP CAP AT H I LI IV L POSTS C 15 CONSTRUCT 4" CONCRETE PAD AT 2" ABOVE FINISHED GRADE. MEDIUM BROOM FINISH IN TRANSVERSE DIRECTION STAMP IN 2" LETTERING ___'*� �� A 12'-0" O\ DIRECTION OF PLAY DETAIL — DISC GOLF TEE SCALE: 1/2" = 1'-0" 1'-10" TOOLED EDGES 0 ALIGN TARGET WITH TEE TO HAVE HOLE NUMBER DECAL FACE TEE AREA hICHAIN CHAIN RACK 2'I-2" BASKET POLE — COLLAR -TOP OF GRADE LOCK NOTE: HOT—DIP INSTALLATION ` '4 - - GALVANIZED FINISH ON TUBE N ALL COMPONENTS. CONCRETE • , FOOTING 8" DISC GOLF TARGET, INNOVA DISC GOLF, PRODUCT NO. 1 DC PRO DETAIL — DISC GOLF TARGET DECOMPOSED GRANITE GRAVEL FILL, 0 COMPACT AND SCREED LEVEL FINISHED GRADE R2' TYP. N .A 77..77_ .. A = T 6" COMPACTED SUBGRADE IKtAI JUtlGKAUt rvim —" POUR IN PLACE CONCRETE STERILANT�� MOW CURB — 5/8" ASPHALTIC SECTION —NATURE PATH / .J \ EXPANSION JOINTS NOT TO SCALE: 1 " = 1'-0" SCALE: 3/4" = 1'-0" EXCEED 50' SPACING 1r 18 1 G 15 EDGE OF WALKWAY COLD JOINT WITH TOOLED EDGES OR DEEP "V" GROVE 5'-0" STAND ALONE PAD 3'-0" i 2T I I co 0 co L LIGHT STD. #3 1/2 PULL BOX PER < 2 CITY STANDARD ST -23 r �co co PLAN - LIGHT FOUNDATION c cz -0) co 1'-42.. w o .> U �m -Ez �l� U Co co o NN 0 co " It C . C o� PROVIDE IN LINE FUSE IN LIGHT BASE FOR EACH LIGHT STERNBERG LIGHTING PRODUCT NO. A850/ 5P PT/5214 FP5/70 HPS(270V)/ (OPTIONS)/ (FINISH) LIGHT STANDARD AND LUMINARIES 01'-4" ANCHOR PLATE 3/4" ANCHORS x 24" GALV. 2 NUTS LIGHT STD. AND WASHERS EACH 4" LEVEL GROUT COURSE DECOMPOSED GRANITE SIDEWALK GRAVEL FILL, COMPACT 5'-011 AND SCREED LEVEL I I CONDUIT AS r FINISHED GRADE REQ'D — i \ .> 6" COMPACTED SUBGRADE TREAT SUBGRADE WITH STERILANT SECTION — XERASCAPE PATH I SCALE: 1" = 1'-0" I } 6 #4BARS 'tJ -r G EQUALLY SPACED e t .j.. _ -4 2500 PSI CONCRETE #3 HOOPS— 4 REQ'D EQUALLY SPACED 24" rd FOUNDATION DETAIL — LIGHT STANDARD KH SCALE: 1/2" =1'-0" 15 3 2` 31 SHEET NO. OF 33 32 3 CD _J Q F_ w 0 W p cc w a- w Utz W J Q I Q 0° w w U L z U) > 2 U 06 U LL J O U SHEET NO. OF 33 32 3 HALF OFCROSS HALF OF TEE REQ D. AREA—� 0 Q , REQ'D AREA a N 0 ° OQ p�Q �4 OOV q0 G P qo a I I N I I AREA e SAME AS CROSS TEE PLUG o q o n 40 Oa, a o 0 4'a 4 40 AREA SAME AREA SAME AS -�� AS 90'ELL PLUG WELL � d• — d o p 0 a d o c o REDUCER VALVE ANCHOR #4 REBAR ANCHORS NOTE: ALL THRUST BLOCKS TO BE POURED AGAINST UNDISTURBED SOIL, CONCRETE SHALL BE PLACED BEHIND BELLS OF FITTINGS. BEARING AREAS SHOWN IN TABLE ARE BASED ON ALLOWABLE SOIL PRESSURE OF 1500 PSF. TYPICAL THRUST BLOCKS r_B� APPLIES TO LINES 4" & LARGER PLAN BROOKS NO. 4 -TT VALVE BOX WITH COVER AND EXTENSIONS 48, Q• D 1" OR 2" PVC SCHEDULE 40 D L_D 48" s.D. _ _ D WATERLINE, PER PLAN p - ---p---p - - - - - i - - - 48" S.D. _p_------ - _ _ - - - - — —� I - - -- �--- -� --- - - - - - - _ _ - - 8„ �. S. S gIPTxSOCKET MALE ADAPTER (2 EA) _ _ _ _ _ -- - - �----S �- - - --- R" S S _ --•t -- S S r— s 2334491.777 N m I S 0 6295914.186E _ - ----- __ __ —s -- - s — _-�t---_=2334493."044�N:== ___-- --- n° ovr - 6295918.656 6295918.656 E "�''"—w — NIBCO T -113-K CLASS 125 BRONZE ___-_- ______w __— .. --------w _ - - - - - - - — --- — ------ — __----w c— — _ — GATE VALVE WITH CROSS HANDLE OR Vis° -------w--- —w APPROVED EQUALvyw O-<agib` �— ._ — — — — — — — — — — — — e- IROOKS NO. 4 -TT VALVE BOX WITH - - - - -" H DRINK FOUNTAIN 'OVER AND EXTENSIONS - - - - - -- -a�. - • d : 11 o D o t e � \ NIBCO T -113-K CLASS 125 BRONZE GATE VALVE WITH CROSS HANDLE OR UA APPROVED E \\ 233�8.156-N \ E EQUAL \ \ �F' F \\ 6295734.271,E \ ® �oo r < 0 0 .•. \ 00 0 MIPTxSOCKET PVC SCHEDULE 40° \\ d °w° . 3tF \� MALE ADAPTER (2 EA) �F � X0'000 �\ .. "<, °� a OF r�- " 0°0°000 \ 233'4320.17, 1. " P o �oao e oa6295g737.5`03 E r ° - _9 D - PM: THRUST BLOCK SCHEDULE RDM Drawn By: RDM BEARING AREA, SF PIPE SIZE TEE OR PLUG WELL 45'ELL 22 1/2'ELL 4 2 2 2 1 6" 3 4 2 2 8" 5 7 4 2 10 8 11 6 3 12" 11 16 8 4 VALVE ANCHOR #4 REBAR ANCHORS NOTE: ALL THRUST BLOCKS TO BE POURED AGAINST UNDISTURBED SOIL, CONCRETE SHALL BE PLACED BEHIND BELLS OF FITTINGS. BEARING AREAS SHOWN IN TABLE ARE BASED ON ALLOWABLE SOIL PRESSURE OF 1500 PSF. TYPICAL THRUST BLOCKS r_B� APPLIES TO LINES 4" & LARGER PLAN BROOKS NO. 4 -TT VALVE BOX WITH COVER AND EXTENSIONS 48, Q• D 1" OR 2" PVC SCHEDULE 40 D L_D 48" s.D. _ _ D WATERLINE, PER PLAN p - ---p---p - - - - - i - - - 48" S.D. _p_------ - _ _ - - - - — —� I - - -- �--- -� --- - - - - - - _ _ - - 8„ �. S. S gIPTxSOCKET MALE ADAPTER (2 EA) _ _ _ _ _ -- - - �----S �- - - --- R" S S _ --•t -- S S r— s 2334491.777 N m I S 0 6295914.186E _ - ----- __ __ —s -- - s — _-�t---_=2334493."044�N:== ___-- --- n° ovr - 6295918.656 6295918.656 E "�''"—w — NIBCO T -113-K CLASS 125 BRONZE ___-_- ______w __— .. --------w _ - - - - - - - — --- — ------ — __----w c— — _ — GATE VALVE WITH CROSS HANDLE OR Vis° -------w--- —w APPROVED EQUALvyw O-<agib` �— ._ — — — — — — — — — — — — e- IROOKS NO. 4 -TT VALVE BOX WITH - - - - -" H DRINK FOUNTAIN 'OVER AND EXTENSIONS - - - - - -- -a�. - • d : 11 o D o t e � \ NIBCO T -113-K CLASS 125 BRONZE GATE VALVE WITH CROSS HANDLE OR UA APPROVED E \\ 233�8.156-N \ E EQUAL \ \ �F' F \\ 6295734.271,E \ ® �oo r < 0 0 .•. \ 00 0 MIPTxSOCKET PVC SCHEDULE 40° \\ d °w° . 3tF \� MALE ADAPTER (2 EA) �F � X0'000 �\ .. "<, °� a OF r�- " 0°0°000 \ 233'4320.17, 1. " P o �oao e oa6295g737.5`03 E r ° - _9 D - 0 ? \ I I 0 2334452.359 N 1 629591.2 9�01¢E==�=�=-�=�}��-,-�---j• - =--_�=-=__=�-==-i��-�, \ ii a• e ° ° t .\. I\✓__ '.__ D 1, a a° of \�\�+ i ' )D - -------- Q i i S . i I :co r ( «, pj( ' I --O I „C, e, 0000 ° 1 A. e " " I I 1 OR 2 PVC SCHEDULE 40°t,°° °°°oQ \w I 4°. o f E 1 I ° 0,0c"00,0o°009 �} m � 41 t I c 4� 0 H E� f I 2334363.247 ,N 1 WATERLINE PER PLAN° ' e010"01010090 � 97 LF OF 1 �VC °C.? ' 2334328.425 N I 6295856.882E I d °- D. D , _ 4 , V. f D • Fi t SECTION�.:.��T}. .°° - DRINKFOITAIN H 7" ."s �f i `t, sbq ��' `Wo°° %1 ��' —_. 11 / ' 7x2�cc�`�c �-,y¢--=s.=^___`--__�— .•.=�l�—.v d-a+�--- 1 00 G 6C 4 r 000000000 UW DETAIL - 1 " WATER VALVE DETAIL Scale: 1-1/2" = 1'-0" Q6 IS D -- LEGEND 1 d , ir'# ® FURNISH & INSTALL WATER SERVICE 21 1 �r^ I I FURNISH & INSTALL REDUCER • 4. 1 N FURNISH &INSTALL GATE VALVE &VALVE BOX s IR FURNISH& INSTALL IRRIGATION SERVICE no FURNISH &INSTALL DRINK FOUNTAINIR „ - • �.- y .:� _ '.,_ / �`r:.•1 i,y,a'e.'r=''e°'a ,yT"•-.'..5-'f•' m 2Y.x'°':•"xe•'^";4.:--,,i. r„N . N. ^.s; s' _ v,:^mi'.>4 1! •' -,` >,3.;..""` FURNISH & INSTALL BACKFLOW PREVENTER = .� .s �.ti ' '�' ': ;t ; i t 0 :� �- • �:w > ' !a,c> '?.,'`�.:-3, <�., .',' �i o'` a 1 , ' °•,Lr^`9 . :�:$'i4 - st+s" 'i+. °."'' _''°--..'n°iR,r .. y+ a. c :r A`'.. � �Fh 6 v4i`+5< "fiii 7. N t•l•5 y41La\� Ate. O ts' g • T /, ` 1 I I D4 EXISTING GATE VALVE EXISTING FIRE HYDRANT' r IEXISTING WHARF HYDRANT •• w FURNISH AND INSTALL PVC WATERLINE WITH 30" MIN. COVER-7� O • a �� W_ EXISTING WATER LINE ' } �s I I i v .gib,; 1 ' r DRINK FOUNTAINH 1 B THRUE ST LBOW 233397:5.438 N i '` 11 a :;���' 16 629568'8.347 E THRUST ELBOW B cr 16 ' .�. • LF 8 LF V N ° L 6295726.314 E G =; N 1 CONNECT TO i r� ' I t; 1 C) � I, I I D' rn BOOSTER PUMP 2533868.616 N THR o - _ 1 D 6295461.627E UST EL B _ _ H DRINK FOUNTAIN l r s i 11 2334017.075 N \ / �,/f p 2334098.134 N n 1 �_� / 6296206.670�E. 296022.649E c I / n '�F 6" PVC � t•_ � ;__d . D 2'333865.297 N •`-'� .-• 6295457.746E ^' i - - i -< - I _ _ " PVC 6 LF OF 6 PVC h' __—__.._.____---w---i-�--.. _ 194 LE t P 1 t PVC i w w w 9 LF ------ L� 9F §" �/E Mr- - V� -� 9 LF OF w - - - 2.334045- 36--::N - �`_ _ -'2'3338'43.-741 -N - - - - - - _ - - - - - w -6 - - S8 -° '-6296069 J_43 E w - - -\ - c I W 2 DI o> _ _. - _ 6295519.468 E - - - - - - '- 6295704.000_E � 2333922.063 N _ -- - -- ., - _ _ _ _ -- w -w w 62957'49�7.81_�r_ _ w ® [ 2333748.492 N ... 4 .°• a �'-w - -- -- w- ' 6295383.333 E w 12" DIS_ T —n CONNECT TO ID EXISTING WAT R SERVICE—D-24" S.D. - B THRUST TEE - - D _ - -24 - - --D " 4" S.D. 4„ --D-� -- D - _ _ _� - - - -- - N S —� I I __S '^ti Sri----- ry DOMESTIC WATER PLAN A '16 T 11/1 Heyer Civil Engineering, Inc. 30 157.5 0 30 60 110 S. Montclair St., Ste. 104, Bakersfield, CA 93309 SCALE: 1"=30' Phone 661-836-9834 FAX 661-836-9761 0 ks 4 10 11 12 13 14 15 16 1 Richard D. 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D , _ 4 , V. f D • Fi t SECTION�.:.��T}. .°° - DRINKFOITAIN H 7" ."s �f i `t, sbq ��' `Wo°° %1 ��' —_. 11 / ' 7x2�cc�`�c �-,y¢--=s.=^___`--__�— .•.=�l�—.v d-a+�--- 1 00 G 6C 4 r 000000000 UW DETAIL - 1 " WATER VALVE DETAIL Scale: 1-1/2" = 1'-0" Q6 IS D -- LEGEND 1 d , ir'# ® FURNISH & INSTALL WATER SERVICE 21 1 �r^ I I FURNISH & INSTALL REDUCER • 4. 1 N FURNISH &INSTALL GATE VALVE &VALVE BOX s IR FURNISH& INSTALL IRRIGATION SERVICE no FURNISH &INSTALL DRINK FOUNTAINIR „ - • �.- y .:� _ '.,_ / �`r:.•1 i,y,a'e.'r=''e°'a ,yT"•-.'..5-'f•' m 2Y.x'°':•"xe•'^";4.:--,,i. r„N . N. ^.s; s' _ v,:^mi'.>4 1! •' -,` >,3.;..""` FURNISH & INSTALL BACKFLOW PREVENTER = .� .s �.ti ' '�' ': ;t ; i t 0 :� �- • �:w > ' !a,c> '?.,'`�.:-3, <�., .',' �i o'` a 1 , ' °•,Lr^`9 . :�:$'i4 - st+s" 'i+. °."'' _''°--..'n°iR,r .. y+ a. c :r A`'.. � �Fh 6 v4i`+5< "fiii 7. N t•l•5 y41La\� Ate. 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DOM --STIC WATER PLAN rr Approved B- lam) ,5 2E 2" ' = 29 3) 31 32 SHEET NO. U OF 33 PM: No. 28104 RDM Drawn By: RDM AutoCAD File: COB10001 WT1 File No: COB -10-001 Date: Date 9-24-10 CI OF BAKERSFIELD CITY IN THE HILLS PARK _ ...... DOM --STIC WATER PLAN rr Approved B- lam) ,5 2E 2" ' = 29 3) 31 32 SHEET NO. U OF 33 'A rJ FEEDER SCHEDULE ITEM FROM TO DESCRIPTION PE PG&E 121CV PG&E Transf. (1) 4" PVC, Conduit Only Wire by PG&E S PG&E Transf. Meter Main'MM' (1) 3" PVC Conduit Only Wire by PG&E P1 MB P131 (1) 2" PVC, 8#10, 4 #10 G P2 P131 P132 (1) 1" PVC, 6#10, 3 #10 G P3 P132 L1 (1) 1" PVC, 2#10, 1 #10 G P4 P132 P134 (1) 1" PVC, 2#10, 1 #10 G P5 P132 L6 (1) 1" PVC, 2#10, 1 #10 G P6 P131 L15 (1) 1" PVC, 2#10, 1 #10 G P7 MM PS (1) 1" PVC, 3#4, 1 #8 G P8 MLC IC (1) 1" PVC, 2#12, 1 #12 G PG&E 12KV FACILITIES (1) 4» PVC, (WIRE BY PG&E) NOTE: ALL EQUIPMENT TO BE I PG&E TRANSFORMER OUTDOOR RATED, I I PMT -3 PHASE NEMA 3R TYPE I 1 12 KV - 277/480V (1) 3" PVC, (WIRE BY PG&E) S MAIN BACKBOARD 'MB' — — — — — — — — — — — — — — - f — — — — — — M I METER/MAIN 'MM' METER BY PG&E NEMA 3R I I I I 120OA/3P I I I 225 AMP BUS 22 K AIC 277/480VOLT 3PH 4W N L-- — — — — — — — — — — — — — — — — --------------------- --�— ------------------------------I-----� PANEL LP 1100A/3P DS I / I I I— 1 #6 CU. 60A/3PI(( I I 277/480VOLT 125 AMP BUS I I I = (3 ROD I\ I I I I I (3/4"x10') L_ W I 7 I I I I 120A/1 P 120A/1 P 120A/1 P 20A�1 P I I I / // // I PC I P7I--------------------------I- 1"C' _J ------ -r------ ---------- — 30A C ( I 2 #10, 120A/IP OA/IPI 1 #1 OG 6 POLE (TYp) I I RECEPWP/GFC RECEPT 7 33 MVA STATION Fp FI F1 i i OA/IFI - - IRRIGATION L17 L15 L16 L18 L19 (5) LIGHTS 85 WATTS EA. 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OF I j - D S� 33 3D 31 32 1 / 3 1 Al f1 tI b / j r 1 fl r t 1 i .z r r ! EJ Li i O t I LLJ 9 zl � ;-ILII I , f` SEE IRRIGATIONS EETS f _ t FOR TYPICAL M IN; LINE LOCATION t ± d I tl f t ( j, �0 of I4 / rilll{I / �.CT * b C 00 0 U Cn C N 3 LL. O > aAbd�Q 5 ]MATCH SEE SKE'E-11 12 �.® r ®Its ® ®®® �,/•� /! ®®®®® �� ®®®®®ice®111m1® _ CEI 4113 Elt .IIf `=AM---- - //`' 34„ // // / %� - ._ - -r- __ - _ _ - - - ; WW Nom VZ-", 1UZ p 1J/ V / �W awe o l f - - — - OMo ( 714 _ � - - -- ---- -- -- _- _ _� -- - - -- 712 --____ --- --; _ - - - - �o / p I � \ �\\ � � \ � ,' / / / / / �• ;`=�/ � �� .f 1 f � - \ 3/4" l - _ !ter � � ! / I 7 8 \ 1 07 11 I ! ! 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S-------- .-----_- _---w----- w ---w 1 SMA T C H -- e r r SH E -r L S a 16 17 1'8 } •�--s I I I I I � I I I i CONNECT T� SHRU IRRIGATION, SEE SHEET LS -41 N I I I I -�- L.E -------- _ T-- -N TV _ I I � I I I Q I IQ I z I 01 0I cc 0� UI SEE IRIGATI N SHEETS FOR tYPICAL AIN LINE LOCA�ION I -27 I I N I I m I " PGNv 'EC -r U�OA (cl.= N o J 3 U o O 6' co P 43 0 o • 4 �q � 0m llOU o� N m I (D 0 m q 0 ' d 4 DG V n cc W< C� n- L- u) LU J = W -J _ Q w O MT LL z ° 0 z ' z 4 \ d 0 A � d U U 1- Q c� Cc U4\ cf: W W I - D. c• a a \ 1 SMA T C H -- e r r SH E -r L S a 16 17 1'8 } •�--s I I I I I � I I I i CONNECT T� SHRU IRRIGATION, SEE SHEET LS -41 N I I I I -�- L.E -------- _ T-- -N TV _ I I � I I I Q I IQ I z I 01 0I cc 0� UI SEE IRIGATI N SHEETS FOR tYPICAL AIN LINE LOCA�ION I -27 I I N I I m I " PGNv 'EC -r U�OA (cl.= N o J 3 U o O 6' co P co � c)) U 00 -0 co W W oM '�co - a� LL Q� Ui- WO !=O--* �� m QU)() <9oW►ip W o r Q� C)rZ > m �wU C \J �t , JCD mN W 00 QQWco +' 00 lil Q . 0 r uj (L0 0 0 � r r 0 N w 0 a, 0 �s r U_ ir C 0 z fmJJ c0 43 0 o • 4 �q � 0m llOU o� N m I (D 0 m 0 co � c)) U 00 -0 co W W oM '�co - a� LL Q� Ui- WO !=O--* �� m QU)() <9oW►ip W o r Q� C)rZ > m �wU C \J �t , JCD mN W 00 QQWco +' 00 lil Q . 0 r uj (L0 0 0 � r r 0 N w 0 a, 0 �s r U_ ir C 0 z fmJJ c0 �o o CD 0 o 0 0m llOU o� N m I (D 0 m SHEET NO. IL931:3 T 0 OF 33 co 31 32 33 z oc 0 Q V n cc W< C� L- u) LU J = W -J _ Q w O MT LL z 0 z ' z 0 U U 1- Q c� Cc cf: W W I - SHEET NO. IL931:3 T 0 OF 33 co 31 32 33 LANDSCAPE SCHEDULE SYMISIZEI BOTANICAL NAME PCP KPG QLV LIR UPC LTT PRC MGS FVM PCB PKE LSR GBM CH cs CG BP AW JH TJ RO LM AO MI PT HY HO GJ CJ RE SR 24" 15G 15G 24" 15G 15G 15G 15G 15G 15G 15G 15G 15G 5G 1G 5G 1G 5G 5G 5G 1G 1G 5G 5G 1G 5G 5G 5G 5G 5G 5G TREES PRUNUS CERISIFERA "ATROPURPUREA' KOELREUTERIA PANICULATA QUERCUS LOBATA LAGERSTROEMIA INDICA'RUBRA' ULMUS PARVIFOLIA LIRIODENDRON TULIPIFERA PLATANUS RACEMOSE MAGNOLIA GRANDIFLORA FRAXINUS AMERICANA PYRUS CALLERYANA'BRADFORD' PYRUS KAWAKAMI LIQUIDAMBER STYRACIFLUA'ROTUNDILOBA' GINKGO BILOBA GROUNDCOVERS & SHRUBS COTONEASTER HORIZONTALIS CISTUS SALVIIFOLIUS CEANOTHUS GRISEUS HORIZONTALIS BACCHARIS PILULARIS ARCHTOSTAPHYLOS UVA-URSI JUNIPERUS HORIZONTALIS'BAR HARBOR' TRACHELOSPERMUM JASMINOIDES ROSEMARINUS OFFICIANALIS LANTANA MONTEVIDENSIS AGAPANTHUS ORIENTALIS MORAEA IRIDIOIDES PHORMIUM TENAX HEMEROCALLIS FLAVA HEMEROCALLIS FULVA GARDENIA JASMINOIDES 'VEITCHII' CAMELIA JAPONICA RAPHIOLEPIS INDICA'ENCHANTRESS' STRELITZIA REGINAE TURF COMMON NAME ��SYMBOL QUAW" sVE FLOWERING PLUM GOLDENRAIN TREE VALLEY OAK RED CRAPE MYRTLE CHINEESE EVERGREEN ELM TULIP TREE CALIFORNIA SYCAMORE SOUTHERN MAGNOLIA WHITE ASH BRADFORD PEAR EVERGREEN PEAR AMERICAN SWEET GUM MAIDENHAIR TREE ROCK COTONEASTER SAGELEAFROCKROSE CARMEL CREEPER DWARF COYOTE BUSH BEARBERRY MANZANITA BAR HARBOR JUNIPER STAR JASMINE ROSEMARY LANTANA LILY OF THE NILE BIRD OF PARADISE NEW ZEALAND FLAX YELLOW DAYLILY ORANGE DAYLILY JAPANESE GARDENIA CAMELIA INDIA HAWTHORN BIRD OF PARADISE HYDROSEED - SEE LANDSCAPE SPECIFICATIONS, SECTION #8 - LAWNS IRRIGATION SCHEDULE VALVE NUMBER VALVE SIZE WATER DEMAND SYM SIZE MANUF. MODEL NO. PSI COMMENTS UF- PC RAINBIRD 8005 -SS -RC -12 50 TURF ROTORS U U� o p V 3 FC RAINBIRD 8005 -SS -RC -12 50 TURF ROTORS 0 ADJ RAINBIRD 1812-SAM-PRS-15VAN 30 POP UP SPRAY SPRINKLERS ® END RAINBIRD 1812-SAM-PRS-15EST 30 POP UP SPRAY SPRINKLERS m 1/4 RAINBIRD RSW-BG -- ROOT WATERING SYSTEM - TWO PER TREE 0 1/4 RAINBIRD 1401 W/ FLEX RISER � POP UP SPRAY SPRINKLERS co (D a, tnu0 Uj c o -r- T s 2" RAINBIRD PEB-PRS-B SERIES VALVES- INSTALL IN LOCKING BOXES, ONE VALVE PER BOX ® 6" WILKINS 975 SERIES _ BACKFLOW PREVENTOR - SEE IRRIGATION PLANS FOR LOCATION ® POINT OF CONNECTION - SEE PLANS FOR LOCATION SEE IRRIGATION SHEETS FOR POINT OF CONNECTION LOCATION ® RAINBIRD CONTROLLER'A': ESP SAT 32 2W CONTROLLER'B': ESP SAT 32 2W - SEE IRRIGATION NOTE #18 FOR CONTROLLER ASSEMBLIES PACIFIC WESTERN SCH 40 PVC -- LOW PRESSURE LATERAL LINE PACIFIC WESTERN 6"'O' RING CL 200 PVC 2 SCH 40 PVC _ HIGH PRESSURE MAIN LINE - SEE IRRIGATION PLANS FOR LOCATIONS 1" RAINBIRD 44 LRC -- QUICK COUPLERS - SEE NOTE #7 AT RIGHT • LINE SIZE NIBCO T-113 IRRIGATION -- GATE VALVE - SEE NOTE #7 AT RIGHT ® FLOW SENSOR/ MASTER VALVE ASSEMBLY - SEE SHEET LS -6 FOR LOCATION & NOTES AT RIGHT BOOSTER PUMP/ BLADDER TANK ASSEMBLY - SEE SHEET LS -6 FOR LOCATION & LAYOUT THIS SHEET, ABOVE LANDSCAPE NOTES 1. TREES SHALL BE STAKED AS PER DETAILS AND SPECIFICATIONS. SEE SHEETS L-14 & L-15. 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 SHEET L-14. 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. IRRIGATION NOTES 1 . INSTALL MATERIALS AS CALLED OUT IN DETAILS AND AS PER SPECIFICATIONS. 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, AMETEK OR EQUAL, ONE VALVE PER BOX. SEE DETAILS, SHEET LS -15 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 6" 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 #ESP -MC -SS. INSTALL AS PER C.O.B. SPECIFICATIONS. 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 WITH C.O.B. 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. 17. CONTRACTOR SHALL PROVIDE AND INSTALL A DEDICATED PHONE LINE TO CONTROLLER/ CCU LOCATION FOR FUTURE USE. VERIFY W/ C.O.B. PARKS DEPARTMENT. 18. CONTROLLER ASSEMBLIES SHALL BE: CONTROLLER 'A': 32 STATION - VIT SB -22 SS/ M 71800 (ESPSAT32 2W) /CSA -32/ PT 322/ M51200 PUL -DEC/ MSP -1 CONTROLLER 'B': 32 STATION: - VIT SB-22SS/ M71800 (ESP SAT 32 2W) /CSA-32/MSP-1 CCU -6W: VIT SB-22SS/ CCU -6W/ CSA -CCU/ 113 GR ALL COMPONENTS CAN USE 1 EA. 113 GR GROUNDING PACKAGE. NOTE: ADJUST ALL IRRIGATION AND LANDSCAPE ITEMS TO BOUNDARIES OF COBBLE AND BOULDER GROUPS WHEN THEY OCCUR ADJACENT TO OR WITHIN PLANTERS. REFER TO SHEETS BC -1 THROUGH BC -3 FOR COBBLE AND BOULDER DETAILS. BOOSTER PUMP ASSEMBLY IRRIGATION MAIN LINE TO IRRIGATION SYSTEM SEE SHEET LS -7 FLOW SENSOR/ MASTER VALVE ASSEMBLY BOOSTER PUMP/ BLADDER TANK ASSEMBLY BACKFLOW PREVENTOR CONTROLLER/ CCU ASSEMBLY ENCLOSURE AND GATES, SEE CIVIL PLANS FOR CONSTRUCTION DTLS. IRRIGATION MAIN LINE SUPPLY SEE SHEET 16 BOOSTER PUMP ASSEMBLY NTS 0 __4 * b rn� 0 IE: co a Q,GSCr / o UF- w P co Va DW Wo(O U U� o p V 3 Q � �LLc�DV o an oz Q O o p u- Z� =of z � C) J to LL b old O a�LU- dW- WC3- U(o W ----------------------------x a 1. BOOSTER PUMP ASSEMBLY SHALL BE A RAINBIRD/GRUND FOSS SYSTEM MANUFACTURED BY RAINBIRD CORPORATION. MODEL#PMHCR45-1, VFD, 7.5 H.P. W/ENCLOSURE AND COOLING FAN. UNIT SHALL BE SKID MOUNTED AND SECURED TO A CONCRETE PAD OR AS SPECIFIED. SEE SITE PLAN AT LEFT FOR PAD SIZE. VERIFY ASSEMBLY WITH THE LANDSCAPE ARCHITECT. 2. ELECTRICAL REQUIREMENTS FOR THIS ASSEMBLY SHALL BE 460V, 3 PHASE 3. OWNER SHALL PROVIDE POWER TO THE BLADDER TANK/BOOSTER PUMP LOCATION. CONTRACTOR SHALL BE RESPONSIBLE FOR FINAL HOOK-UP. 4. WATER BOOST REQUIREMENTS FOR THIS SYSTEM SHALL BE 30 PSI AT 450 GPM. W/ VFD DRIVE PUMP. VERIFY PUMP REQUIREMENTS ON PLANS. 5. CONTRACTOR SHALL BE RESPONSIBLE TO VERIFY BOOSTER PUMP ASSEMBLY ELECTRICAL REQUIREMENTS PRIOR TO ORDERING EQUIPMENT. THIS WILL ELIMINATE DELAY IN DELIVERY OF EQUIPMENT. BACKFLOW PREVENTOR 1. PROVIDE, INSTALL AND MAKE OPERATIONAL A WILKINS 975 - 60,6" RPA DEVISE AS PART OF THIS INSTALLATION. SEE IRRIGATION SHEET LS -16 FOR INSTALLATION LOCATION INSTALL IN CHRISTY W/EXTENSIONS, 48"Xe CONC. LID. PROVIDE I LAYER OF MEDIUM GF PROVIDE CONCRETE AS REQUIRED. MINIMUM DISTANCE, 10 x FLOW METER SIZ MINIMUM DISTANCE, 5 x METER SIZE 4" PVC LINE FROM FLI c" PVC LINE FROM VATER POINT OF CONNECTION WW rn� 0 IE: m �_ wa UF- =�o U) C) co Va DW Wo(O � � � �LLc�DV o an oz J U Q� LL ami 0 old O a�LU- dW- WC3- U(o W ----------------------------x a Lo Lo f!I III1 co rn (ASTER VALVE - BERMAD #410-60 MASTER VALVEW/ 24V. V/ 6x4 REDUCING COUPLING. LASCO BRAND )NLY. NO BUSHINGS WILL BE ALLOWED. " PVC LINE FROM MASTER VALVE AINBIRD FS 400 P FLOW SENSOR. WIRE TO 'ULSE TRANSMITTER (RAINBIRD PT 322) O BE INSTALLED IN CONTROLLER ENCLOSURE. 'VC BELL REDUCER W/ 6x4 REDUCING :OUPLING. LASCO BRAND ONLY. NO IUSHINGS WILL BE ALLOWED. PVC LINE TO IRRIGATION VALVES FLOW SENSOR/ MASTER VALVE ASSY. NTS 0 U rn� 0 IE: m rn c))U rn ro o0 Z �(D =j .� Y=z � (D CD CD � Q LL i- Q O z LU W U U42 cy) f!I III1 co rn 1 1:1 U op tj � o 2 co (D a, tnu0 Uj c o -r- T ofZ i Qj JO O { <!U- O O 0 ¢ !m {< o ro N iU Q �� m Z 0 W 13 I.O O {m io 4 U 16 � o IQ LL o D � W J w Q � F - O LL J Z cc W =j 0 Y=z Q m W Q LL i- Q O z Z W U W J SHEET NO. [1,20 � `6 OF 33 s3