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HomeMy WebLinkAbout7.6-139 Record DrawingFORS CITY OF BAKERSFIELD RECREATION AND PAFIKS DEPARTMENT 1501 TRUXTUN AVENUE. BAKERSFIELD I CA 933()l DISI ch ( RouP Ell 4649 Brockton Avenue Riverside, CA 92506 Phone: (951) 30-0100 Fax: 1"951► 369-4039 wvmcii m r:irbig.com Contact:: Scott Rice VICINITY MAP: SITE PLAN: ' BEACH Pfl 11 SHEET INDEX S��iATE P/ -,R" : r EXPAI ")NI T-1 TITLE SHEET CITY PROJECT #F'7C;'03 Tourers LD -1 DEMOLITION PLAN LS -1 STAKING PLAN _ - 0F,: Bike }, LG -1 GRADING P LAN CITY OF BAKERSFIELD Rosedale Hwy Path ` < LG - 2 GRADING RADING PROFIL,- 'S FORKS DEPT. BAKERSFIELD, CA,Kern5'ver LC CONSTRUCTION PLAN A CON LC 2 STR U CTI 0 N DETAILS zAA '> „9\ LC -3 CONSTRUCT JOB NUMBER: Existing ION DETAILS ,. ti70r 35 Skate Park- . 178 LC -4 CONSTRUCTION DETAILS DRAWN BY: ATS l CHECKED B SR --- ,��, BEACH -� ��` :1 x \ , i' : �` h / DATE: 4 ._ 1 .08 PARK `� REVISIONS: ' ry y� 21st street LVED FOR RECORD DRAWING CERTIFIC,ATI--N r cc ® EXPANSION a�► o 2 AREA C I Y LIMITS- ,\-01) S � Cd II vJ e Got d` h„ r� c ��MA.LO r '9= o Parking APPROVED BY: )� � a Truxtun Avenue - Approx. l Renewal Date .E. 39800, EXPIRES 12-31-09 DATE Date X Stockpile = _ TOR ��� o� Location x OF 'J ��� California Avenue APPROVAL RECOMMENDED BY: TITLE - A. --'ARKS DPECTOR 7DATE SHEET 4 X FOR SOi- REMOVED BY POOL DURING ST �� 8 v8 EXCAVATION/ 21 �3tr e et C = PUB- `A/0 KS DIPS-TC-� ATE FOOTING EXCAVATION/ FORMWORK GRADING PER GRADING PLAN; NORTH COORDINATE EXACT LOCATION Qi NORTH _-�� 41� S-1EET 1 01- 9 NOT TO SCALE WITH CITY FORCES NOT TO SCALE - EN�Ic'E=F' _sic r'�I�!EERINc DATE � Gi • LIMIT OF WORK L =`s NOTE: THE AREA DIRECTLY OUTSIDE THE SKATE PARK FENCE, NEAR THE PEDESTRIAN ---'— ACCESS GATE, SHALL SERVE AS A STAGING AREA FOR CONCRETE MIXER/ PUMPING s VEHICLES, SO LONG AS PEDESTRIAN FLOW IS NOT IMPEDED ALONG EXISTING BIKE PATH ALONG LEVEE DURING PUMPING OPERATIONS. ] LIMIT OF WORK ®imi -•-_-.._ __ - _:,4 Q 3 A /--x 1 • LIMIT OF WORK L =`s DEMOLITION LEGEND: DESCRIPTION EXISTING SKATE PARK SURFACE. TO REMA N; PROTECT IN PLACE; CONTRACTOR SHALL O SECURE ENTIRE FENCED SKATE PARK PERIMETER AND PROVIDE "PARK CLOSED— NO TRESSPASSING" SIGNAGE AT 50' MAkVL V SPACING. SKATE PARK TO BE CLOSED AND LOCKED DURING CONSTRUCTION. EXISTING PERIMETER CHAIN—LINK FENCE ANC CONCRETE MOWCURB TO REMAIN; O PROTECT IN PLACE; CONTRACTOR SHA -L REPLACE ANY PORTIONS OF EXISTING FENCE DAMAGED DURING CONSTRUCTION TO � iE SATIS=ACTION OF THE CITY INSPECTOR. O EXISTING PEDESTRIAN GATE TO REMAIN CHAINED AND LOCKED BY CITY ® EXISTING CONCRETE "FOUNDERS" BENCH TO EE REMOVED. CLEANED, AND RE—SET AT COMPLETION 0= THE PROJECT -Y CITY FORCES. EXISTING SLIDIN S CHAIN—LINK EC_ EVENT GATE TO REMAIN; THIS GATE SHALL BE O USED AS CONS RUCTION ACCESS DOINT. GATE SHALL BE DOUBLE—LOCKED WITH CONTRACTOR'S 4ND CITY'S LOCK. © EXISTING TREE TO REMAIN; PROTECT IN PLACE ODEMOLISH AND REMOVE EXISTING IONCRETE SLA3; DISPOSE OF CONCRETE RUBBLE ] OFFSITE IN A LEGAL MANNER. PR` -CECT EXISTItiG CONCRETE MOWCURB NEAR FENCE AND GATE. ® REMOVE EXISTING TUBULAR STEEL GRINC RAI_; 312RIND FLUSH WITH ADJACENT PAVING AND GRDUT ALL VOIDS TO PROVICE JNOBSTRUCTED SKATE SURFACE k,eGor, rAw� nr� l�•19•08 0 Nr x? wr NORTH RESEF''`v"ED FC1R RECORD DRA,N�'N _ CERTIFICATION _i s -•-_-.._ __ - _:,4 DEMOLITION LEGEND: DESCRIPTION EXISTING SKATE PARK SURFACE. TO REMA N; PROTECT IN PLACE; CONTRACTOR SHALL O SECURE ENTIRE FENCED SKATE PARK PERIMETER AND PROVIDE "PARK CLOSED— NO TRESSPASSING" SIGNAGE AT 50' MAkVL V SPACING. SKATE PARK TO BE CLOSED AND LOCKED DURING CONSTRUCTION. EXISTING PERIMETER CHAIN—LINK FENCE ANC CONCRETE MOWCURB TO REMAIN; O PROTECT IN PLACE; CONTRACTOR SHA -L REPLACE ANY PORTIONS OF EXISTING FENCE DAMAGED DURING CONSTRUCTION TO � iE SATIS=ACTION OF THE CITY INSPECTOR. O EXISTING PEDESTRIAN GATE TO REMAIN CHAINED AND LOCKED BY CITY ® EXISTING CONCRETE "FOUNDERS" BENCH TO EE REMOVED. CLEANED, AND RE—SET AT COMPLETION 0= THE PROJECT -Y CITY FORCES. EXISTING SLIDIN S CHAIN—LINK EC_ EVENT GATE TO REMAIN; THIS GATE SHALL BE O USED AS CONS RUCTION ACCESS DOINT. GATE SHALL BE DOUBLE—LOCKED WITH CONTRACTOR'S 4ND CITY'S LOCK. © EXISTING TREE TO REMAIN; PROTECT IN PLACE ODEMOLISH AND REMOVE EXISTING IONCRETE SLA3; DISPOSE OF CONCRETE RUBBLE ] OFFSITE IN A LEGAL MANNER. PR` -CECT EXISTItiG CONCRETE MOWCURB NEAR FENCE AND GATE. ® REMOVE EXISTING TUBULAR STEEL GRINC RAI_; 312RIND FLUSH WITH ADJACENT PAVING AND GRDUT ALL VOIDS TO PROVICE JNOBSTRUCTED SKATE SURFACE k,eGor, rAw� nr� l�•19•08 0 Nr x? wr NORTH RESEF''`v"ED FC1R RECORD DRA,N�'N _ CERTIFICATION RL 100 52-60-11 35' i S�fa%tt-" 111 17 P01� � BEG �I I (P01 YI.. CEN LINE o�ll POS INTE J� OF SIIEXIT CHA � FENS ;II SII 1 jl) 1 1 1 1� NOTE: DIMENSIONS TAKEN RL FROM CENTERLINE OF CHAIN w LINK FENCE POSTS (TYP.) Qo I W RKd- CENTERLINE )B POINT OF BEGIN', BEGINNING OF END OF CURVE REFERENCE LINE 7mm 0 10' 20' 40' J2l�.0 NORTH RESERVED FOR RECORD DRAWING CERTIFICATIO (TC 405.30) FS 405.05 FS 405.30 FS 405.55 (TC 405.14) (TC 405.21) FS 405.40 (TC 405.42) (TC 405.45) FS 405.15 FS 397.55 FS 405.50 FS 405.60- Feather finish grade 4" below/ FS 405.05 LIMIT OF WORK Profile A Profile B uniform to finish surface of adjacent ramp FS405.40 FS 403.97 FUTURE IMPROVEMENTS PER _. 3 STEPS (TC 405.10)__4FS 403.95 4GHT SEPARATE CONTRACT -(40,5 _ - _ ,S 405.49 " y C' - + 6" each- { - - t FS 405.00 FS403.97 � F 03 90 _ IME/LP 97.4 � "FS/TG 397.50 T ��� ♦�,3 STEP. (FS 402.55) IE 396.00 S@ join new flush - (FS X402.70) � .-. ! EO,. HE-IGHT (FG 404.95 ,; ,-ice/ I E 400�OQ (+ 6" each) with existn?9 (tYp • ) NOTE: DO NOT 44) \ 05. (FS 402.50) GRADE WITHIN 403. 5 8' RADIUS OF \F-S�5 30 F 402.2FS X03:85 FS 15 FS 42.35 EXISTING TREE , 403 � _ 06� - _ W 403.51 � FS 401.9>F"{top .platform TRUNK .05 - I 2:01- � _ T FS 400.4E .(euro gap) - �� , 403.35 t 402 FS 405.0 F 5 F 85_ ' TW/FS 402.08 (top pl tfor n) 405. 04 TW/FS 400.58 (euro gap;) Cil (1 ---�"r cv M V [[=QZQR QQ1 , LIMIT OF WOR (TC 396.23) {FG 396.66 -- --"-- -�--- , CITY TO INTERCEPT I 6" DRAIN LINE AT CLEANOUT WITH A PERFORATED "BURRITO" DRAIN TO DAYLIGHT; -4- GRADING GRADING NOTE, CITY WILL PROVIDE SOIL IMPORT AND ROUGH GRADING AS SHOWN ON -HIS PLAN, PRIOR TO SKATE PARK CONSTRUCTION. CONTRACTOR SHALL BE RESPONSIBLE FOR EXCAVATION OF POOL AND FINE GRADING FOR FORMWORK PREPARATION. CONTRACTOR SHALL REMOVE EXCESS SOIL TO CITY -DESIGNATED STOCKPILE LOCATION, AS SHOWN ON SHEET T-1. STOCKPILE LOCATION SHALL BE NO FURTHER THAN 250 FEET FROM THE SKATE PARK S TE. I� GRADING LEGEND: SYMBOL _SCR IPTI ON --- EXISTING CONTOUR LINE NEW CONTOUR LINE (50.00) EXISTING ELEVATION (IN PARENTHESIS) 50.00 NEW ELEVATI O N -t=F::, DIRECTION OF FLOW FG FINISH GRADE FS FINISH SURFACE GB GRADE BREAK HP H GH POINT IE I`VERT ELEVATION LP LOW POINT TC TOP OF CURB TG TOP OF GRATE TW TOP OF WALL NOTE: JOIN NEW PAVING FLUSH TO EXISTING PAV NG (WHERE OCCURS) 0 10' 20' 40' NORTH RESERVED FOR RECORD DRAWING CERTIFICATION EXISTING FENCE 406 _ _ 406 405_,_„ , - ---- ---._ ___ _ _ . --:_ -III=1 I I =-_ - ._ . _' _ _ :__ _.___ 404 11-111 f l l -I I I -I I H 11-111 I I I -f 11-111=1 __ I I I-1 I I=1 I I I I-11 I I 1 I-1 I I I I I � 405 404 =1 11=1 11 40311-1 1, 1 I M I it -1 11=fI l-1 I1-1Iii-i l l -f -III- I -I1 I -III-. I I -III -1 I I I I -III -III - P �OPOS P P ROX APPROXIMATE AREA 403 402 {�=1± I± l±i-1± -1±1 1±1--fli=�±1�1±1-1+ _ _ __ __ - - - 1I -I -I I I _ F D 401 i 1=1±J�±F-1 i 1-1 I 1=1±i=1±H I F-:-±1-1±1=1± _. _ __. _ _ _ f 1l ± 111 11 +I� I _ _ -_ N OF FILL402 III -I y I -i I I -III -I I I_I I I -III -IJ I -III -III -I KI. D EY POOL I I=1 I I� I I�1 k� I I I 400 I{=1±1=1ffi1=11Hil-Iii-Ilfil-flf�f-401 _.. _ _ii-lff� 111�I J i�fff-1ll-1f -1 11 1 I I -1J 1=1 11=1 I I-1 I I-1 11 111=1 11=1 11-1 I I = 399 (TO --BE EXCAVATED 400 = -- _� I I_I 11111=1 I I=1 I I=1 I I=1 I I I J 1=1 I I=1 I I=1 I H I III-III=1 I a I 1 1 1 1 I� 11==1'± 1=1 11=1 11=1 11=1 11=1 11=1 I I--1 398 1H ±i=1± 1= I I I-111-11 i-1 Ii=I FITf ± I-1±H±i-1 ± 1 ± _ _ _ I H 1i=1±i�+ Its I Hi l i l� l l� 11� ±1� 11=1 f 1=1 =11 H 11� 1 1 l l l ±i� Ell I=1 ± I=1 1=111=1 1=► ± 1=1 ± 1=1 ± 1=1 i 1=1 ± ►_► ± 1=111=11 BY CONTRACTOR _ _1►1=1 ± 1=► ± 1=11 Ifil1 I� ± I� I I� I 1=1 1� I I� I� 1 U I IE -► ± I--111-111 I I , k� 11=► ► i I I _ 399 398 _ _�± I -f±1=1±1=1±1 I .. J 1=1± f=f ± �J �I_11-moi i� f� f�i 11=1 ± l -f I H �=1 ± I� I �1 l� l l� 1 f I i� 1 � 1 I�=1 ±11 111I 1=1 11-1 11=! 11=1 I IEI 11=1 11=1 11=11 I-1111 11 I I= _= I± 1=111=1 11=1 ± 1=1 I I� I FI 11=1 ± 1=1 I �I ± 1==1±1=1 I I� i I �I I H I I-1 I I--1 11=1 I (� I I�1 FE � I� 11=1 I !� I �I I S I �l I I-1 11-11 I� I �I 11 I �1 I k� I = ==__ i=I I H 11=111=1 l 1=1+1=111 11=1 I H 11=11 1 f 1-111=111=III=1 f l= - - - -_-, - - - - _ _ _ - =ill=1 i _ _ _ _ - - - _ I I I -III -III 111_111 -III -III: 396 1 _ _ _ _ _ _ _ _ _ _ - - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ I-JIHIHII 1±11 I�I1-1±I�±I�±1=1_II-1±1�±I1t�1�1ill=f 1=f±Hf I�IJ�I1�±IfI�I�t�1�1±1_l±l� �f�l Il�t t IH11±1=III=1±l�±i=- I I_LI I_I I I_I I I=11 H I I=111=111=111=1 I I=1 I I=1! 1=1 ± 1=1 ± 1= ±=1 ± 1=1 �-111=1 11=1 11=1 11=1 11=111=1 11=1 11=1 11=LI 1-1 1=1 I I� --- -- -- -- - -� - �- I I=1 I=1 I I=1 I I_III=1 I I �I-_IFI_I 11_1 I i� I � I I� I I� I__I I_I I I�� I I I � 397 396 =1 -I ± ± - 395 � � ���,��-,�,-„�,��,�--„:-��, 395 0' 5' 10' 15' 20' 25' 30' 35' 40' 45' 50' 55' 60' 65' 70' A Profile A B EXISTING FENCE 406 _ _ ._ .._ ___.__ ._____ _ _ _ _.._ _. _ __._ _ 406 405 404404 ��PP . ROX I MATE 405 403 _ 1 1 1- l I 1-1 I-l±.l=11JT111=1 f.l=(1 l �l l II I f=111-111-1 ±-1=11 J-11 I-1 11-111=1 I lel ± 1=1-I 1=111 I I 1-_ - PROPOSED 402 j III 111 i I Illl-1 I� 11 I I 1=1 11111=1 I J_I I I I 1 l`I 11=1 11=TI f=1 11=1_Ih=T=1 I=1T_I=_ - Q D AREA OF FILL _ - 403 402 111111=1±1-11.1-1.1.1 1111 ±1-1 ±1-11 �7 I l l -±l . J I L�I I l ±.1=1 ±1 111-1± l-1 ± f=111-1 ±1 11-f 1-1 L -I - 401 �±_ V I� I 11� I I l� I I �( I It I 1=111=:;” 1=111=111=111. I I.-1.1.1=111=! ± I,: II 1-i _, T1=1 11=11_1=111=1±1=11 I� l 1=1 J hlJ l� 1 1 1! 1 1! 1 1 1 1 1 1 1 �I I 111 I X111- 4001=! ± I� ((=1 ± �=1 11_ I I I I I I IG � I I I I� I I I1 -I 11-111=1 L I=111=111 III: 11.1-1J L�� 11-!l l^LI 1=1.11=111=111=1! I� ll 11=J I l-1 l 1 I 11� 1 l 11 1 1 11 1 1 l I k� l �I 1 1 1 1 EHEI -J_ 399 -1 li I-1 11=1TI-III-I J 1 -III �'f l-ITI- I I = _---_-_ _- ^- ! 111 _ 11=1 I I-1 11=1 I I-1 I I -III -I I i-111=1 11-1=111-1 1 ��� I F= l �I I FE 1 ElIIl� I IS I F] I F= 1 1-11 I Il I S; _ _ 8 STEP E H E I H T _ _ ... _ _ _ _ .. _ _.._-..__ 4 01 _ 400 399 --- - _ -- I, it ITI I JI 1 I ±1 III U± II Il ±l I.JJ 111 1111 l ± I __ _ _ _ J 1 11 l I1� IJ IJ l ±J _ l ±1- _ l 1 _ 1 J 1- 11.1 l l hL 1J�.J_l I l.l� 11 11 1 I Iz7-_ 11�-I I� l-l.1-1�1-11=1 I J-1_11=1 l 1-11 I -I I I�.l FEI 11� 1 I J� 1 l I I�_- _� 398 �� � I 1=1 11=111=1 11=TI l=Tl 1=1 I!=1 I H I I-1 1 H I 1=l 11=11 �l 11=1 I H1 1 I 1=1 11=ITI=1 I -1 11=1 IT=1 I f� 11=111-�11=111=TIT--1 I I =1T-11 I- --_ --- __ 1I I __ I1 f III III �IT-I 1 (1 11 I-� I i f --I Ili I I I I I - - = - 1=111=1 J 1E1 11=11=1 I 1=1 I I=I 1.1=1.1=111=111=111.=111= = = = = _ = 1 I I ± �I I �I I = I1-111=111-1±11± 1 J I 1 J J I I I J I J 1 l± i l l I IJ l I 1 IJ 1 I 1 111 1± 39 8 11� l i� _ _ _ _ _ _ _ _ - _ _ _= ±1.-1 LI_l _ - ± 1T1±1 111..111-1 I I-1.�I11.�I ±.1 _ LIL.�� 1 l l 1.1-111= 11^.11-1 � ,__ _� 397 I I�IT=1T_(=1Ti=1 f 1=1 I I-1� 1=1 ± 1=1�1=1 f (_-1 i� 1=TTS=1 11=1 11=111=1 11=1 11=1 11=1 IT_=11 J=1 I FEIII I I 1=1 I J=1 I- 1= ___- I 1=�� I - -- -- __=-=--111=1.1-1.1.1-111-i_I1^1-11^.-==-.-_.________________ T III 1111 I±I (I�_I ! I-II �III_T-I, -=�I Ia 111 1.11 111 l±l I±l IIJ _ _ _ _ 1 llJ�ll-1±1 111 lU±l Ill 111 _Ill 11 111 LLI 111: 111 U1- I1_LlhllhllJ 11 111. 111-111 11=1 = 111 1 I 1 396 =_---- 1__�_- _----� ___-______�--_-_---- 1 I IUII llJ _� Il J�111 J 1_.1.±.1-11.1 II.-� J l �IT_J_I 1 �T_I I I_f I I -III -I 111 1l IT I l IT1 11 I 1 III_III_III_IT_I_I I I -I I I_i I I_I I I_I 11=1 I I_I ± I_I f 1 f I-11� I (1=1 I 1=1 I I_=J 11= I I 1=1 I (-1 11= I� 1 �l I I-1 I �I I �I-1 I �I� _ - - lI l lei l l=! 11-1 IJ -1-I 1=1 I l� _ - - - - - _ - - - - - - - - = Fir 11 T ,_-IIT-I�II_�f-TTM[=1 1 I l l hL11�I 11-1 l l� l i 11 I 111 11.1 l l 1 11_1 I I� I I� 11-111: J 11-1 I H I I-1 I hl 11-I 11� 1 I-1 I I-1 I h1 11=111-11.1 111E1.1 I_I 11=11 J a I �� ; �I _ ___ .. __ II II�II�iI�I�II - 11=1. 1 1 I 1 1 1 1 11111-1..1..1-1.11.-11 I l ±1-111-11-11 OFILI II ___ 39 7 396 _ _ - _ _ _ - �J E I I E3 1 ml l 1-111=1 , _111a I n I m I m I M I JE 1 I PH� I_� 395 1 1 1 l=l I I-1 11� I k� I l� l �l l �l � I �l 1 �I 1 I-11.1 111-11 �l l e l �(1 L -IJ 1=111 1 �l 1 L-1.1.1 1�1 � .__ _ 395 0' 5' 10' 15' 20' 25' 30' 35' 40' 45' 50' 55' 60' 65' 70' C Profile B SCAM 1/�_. J',� ,f LD / -D r o e., v� c� D E F G IRRIGATION/ PLANTING NOTE IRRIGATION SYSTEM RETROFIT AND REPAIR, AND TURF PLANTING AND RE --ESTABLISHMENT SHALL BE PERFORMED BY CITY FORCES. HOWEVER, CONTRACTOR SHALL EXERCSE CARE TO PROTECT EXISTING IRRIGATION COMPONENTS DURING CONSTRUCTION. CONTRACTOR SHALL FULL' COOPERATE WITH CITY FORCES TO ALLOW FOR IRRIGATION WORN; AND LANDSCAPE MAINTENANCE -0 OCCUR WITHIN THE WORK LIMITS THROUGHOUT THE DURATION OF THE CONSTRUCTION PERIOD. CONSTRUCTION LEGEND NO -E: RE7ER TIO INSTRUCTIONS FOR DEMOLITION CONTRADDITIONAL O RACTORCOODIINAT ON DESCRIPTION DETAIL CONSTRUCT 6" REINFORCED NATURAL GREY CONCRETE PAV NG (4,000 O PSI MIN.), FINISH SHALL BE IN-BETWEEN SMOCTH -ROWE_ AND LIGHT DETAIL 'A', BROOM. TYPICAL CONTROL JOINT/COLD J0INT/SCORE LINE -OCATION SHEET LC -2 AS INDICATED ON PLAN ANE IN DETAILS OEXISTING CHAIN-LINK PERIMETER FENCE AND C,-NCRETE VOW CURB TO 2 REMAIN; PROTECT IN PLACE EXISTING 4' WIDE PEDESTRIAN GATE TO REMA ® EXISTING CONCRETE 'FOUND =R'S' BENCH, SA._VAGE� TC CITY PER DEMOLITION PLAN AND RE -SET PER CITY FC-�C=S O CITY TO PURCHASE AND SE_NEW BENCH A_DJA�ENT TO CITY -RELOCATED "FOUNDER':" BENCH CITY TO PROVIDE AND SET 'SEW TRASH RECEPTACLE EXISTING SLIDING CHAIN -LIN < GATE TO REMAIN ® CONSTRUCT ASCENDING GRINDBOX/BLEACH ERS DETAIL 'D', SHEET LC -2 O CONSTRUCT BANKED RAMP DETAIL 'E', SHEET LC -2 ® CONSTRUCT UPPER 3 -STAIR DETAIL 'F', APWA S-ANDA?i. RAW NG 615-2; ADJACEI;- FIN6S-�E0 SURFACE PER GRADING PLAN; INSTALL 2" SHEET LC -2 O CONSTRUCT LOWER 3 -STAIR DETAIL 'F', SHEET LC -2 O CONSTRUCT HUBBA GRINDBCX DETAIL 'A', SHEET LC -3 ® CONSTRUCT EURO GAP DETAIL 'D', SHEET LC -3 ® CONSTRUCT 8 -STAIR WITH STEEL HANDRAIL DETAIL 'E', SHEET LC -3 ® CONSTRUCT KIDNEY POOL W -H CONCRETE STE=S DETAIL 'D', SHEET LC -2 CONSTRUCT TYPE 6 CAST -IN --PLACE CONCRETE RETAINING WALL - VARYING HEIGHT (42" MAXIM -M) ® TOP OF WALL SHALL BE FLUSH PER WITH APWA S-ANDA?i. RAW NG 615-2; ADJACEI;- FIN6S-�E0 SURFACE PER GRADING PLAN; INSTALL 2" SQ. STEEL EDGING ON EXPOSED SIDE OF WALL (TYP.) PER DETAIL D', SHEET LC -3 "GREENBOOK" STD. DWGS. 615-2, 617-1 © INSTALL DRAIN INLET AT BOT`OM OF POOL DETAIL 'G', SHEET LC -2 rrml CONSTRUCT CAST CONCRETE DEEPENED CURB AT-ERMINL S C= BANKED RAMP; 6" WIDE; DEPTH TO BE 8" M N fAUM BELOW t,CJACENT FINISH GRADE Alt-WZTM RESERVED RECORD DRAWING CEFIIFICATION PAVING INSTALLATION s co f pp Ov���-�� 01 ILro i DETAIL NOTES: 1. 6" REINFORCED, 4000 PSI (MIN.) NATURAL GREY CONCRETE PAVING W/ IN-BETWEEN SMOOTH TROWEL AND LIGHT BROOM FINISH. 2. 1/8" WIDE BY 2" DEEP SAWCUTS, SEE PLAN FOR LOCATION. 3. #3 REBAR (GRADE 60) AT 12" O.C. BOTH WAYS, CENTERED IN SLAB (TYP.) 4. 4" CRUSHED AGGREGATE BASE (90% RELATIVE COMPACTION) 5. 90% RELATIVE COMPACTED SUBGRADE (6") A I Concrete Pavi PLAN VIEW NOT TO SCALE 4 5 1' N BVC �9 10J ;mr,--Ar PAVING JOINT DETAIL NOTES: to -- -i f 1--i -� -i i_.. -i if. --- 1. NEW CONCRETE PAVING - 4,000 PSI MIN. CONCRETE; IN-BETWEEN SMOOTH TROWEL AND LIGHT BROOM 2. #4 REBAR SPEED DOWEL @ 36" O.C.: GREASE ENDS 3. THIOKOL OR EQUAL JOINT SEALER OR EQUAL OVER IMPREGNATED A/C. 4. 90% RELATIVE COMPACTED SUBGRADE (6") 5. EXISTING CONCRETE PAVING 6. CORE DRILL TO 6" AT EXISTING PAVING WHERE APPLICABLE, AND EPDXY GRO JT. j A SPECIAL INSPECTION MAY BE REQUIRED FOR PROPER INSTALLATION OF SPEED DOWEL. 4' .�-- 2' 7 8 6 ' " N CONCRETE 'PALM' BENCH WITH BACK, (MODEL# Q1 PS84B) AVAi_ABLE FROM: QUICKCRETE PRODUCTS (800) 230-1377 COLOR TO BE: 'NATURAL' WITH LIGHT SAND BLAST, (C1-T2) 1.5 =1 B I Bench - Bv Citv � 6 -2 _ d a4 2 �{ I I I yll�j(' Itllfl��l�1 I N a a 11 -Ili. I I p! l= III= i . ' ! ` ' , •_; I I=11. � ; - z . Il I -I 9 lil ill- lil i. „=lfl i!_ a -'11 DETAIL NOTES: _ •:> Illy" -rbc > �!I%'fI, Il�k� 1 • 6" SHOTCRETE RAMP (4000 PSI MINIMUM) WITH 4 ilEdl `. tl 11 �!. -, 11=11r Ili„ f ° !II f11-,!' FINISH IN BETWEEN SMOOTH TROWEL AND LIGHT ,�Ilil-It--.-li 1=11C- ill l,li� I . BROOM FINISH (TYP.) 2. #3 HORIZONTAL REBAR (GRADE 60) CONT. AT 12 O.C., BOTH WAYS (TYP.) 3. CONCRETE POOL COPING PER DETAIL 'B', SHEET LC -4 10 4. COLD JOINT PER DETAIL 'A', THIS SHEET ' �Q =fA, '= 5. 6" CONCRETE PAVING AND REINFORCEMENT PER PLAN, REFER TO DETAIL 'A', THIS SHEET O I,;-, .,= 6. 2" SQ. GALVANIZED STEEL EDGING PER DETAIL 'D', SHEET LC -3 =I'1 -til_ 7. CURVED GRINDBOX (ONE -SIDE), TO OFFSET OUTLINE OF POOL SHAPE - 11 ! l=ilt= (4' @ WIDEST, 2 @ NARROWEST) 8. GRINDBOX BLEACHERS; SEE ALSO DETAIL 'E', SHEET LC -4 9. 4" CRUSHED AGGREGATE BASE (90% RELATIVE COMPACTION) 10. 90% RELATIVE COMPACTED SUBGRADE (6" DEPTH) 11. 4"0 PERFORATED DRAINLINE WITH 4" MIN. OF AGGREGATE ON ALL SIDES. TOP OF PIPE ELEVATION TO BE FLUSH WITH SURFACE OF BOTTOM OF RAMP. SEE SHEET LG -1 FOR COORDINATION WITH GRADING/ DRAINAGE PLAN. PLAN VIEW SCALE. Y8'-1' 'CALIFORNIA' TRASH RECEPTACLE, (MODEL# QR-CAL2832W) AVAILABLE FRIM: QUICKCRETE PRODUCTS (800) 230-1377 COLOR TO BE: 'NATURAL' WiTI� LIGHT SAND BLAST, (C1-T2) LID: MODEL# -ID-H28; COLOR TO BE 'BLACK' t NTS CiTrash R - Bv CiNINTS D I Kidney Pool/Grindbox Combination_ 11/2 w =1 7 I E I Banked Ramr)/Hubba Grindbox ' III ' �I !'I -P +'-I I { ; i I NOTE: REFER TO GRADING PLAN FOR �.,� ELEVATION OF FINIShED SURFACES 10 1 0- 5 2 6 1 2 TYP. 5 TYP. 4 • - TYP. 4 Vi iII�P !I -ills { � i 1� I ;-� - 8 6 111+s ;tl-Itr I a - 53 y 4 _ I • - _ ! - __ II -- I 8 3 TYP. _ 9 8 F 13-Stair/Flat/3-Stair Combo PLAN VIEW NOT TO SCALE DETAIL NOTES: 1. 4000 PSI CAS-IN--D-ACE CONCFETE STAIRS; LIGHT BROOM FINISH 2. 2" SQ. GALVANIZED Q_ -EEL STAIR EDGING 3• #4 CONT. REB,aR, GRADE 60 AT 12" O.C. (TYP,), 3" CLR. FROM CONCRETE EDGES 4. #3 REBAR GRADE 60, CE% T ER 'N EACH STEP, 5" CLR. FROM CONCRETE EDGES 5. #3 REBAR GRADE 60, EX ENC 9" WITHIN CONCRETE STAIRS 6. 6" CONCRETE 'AVING PER PLAN, REFER TO DETAIL 'A', THIS SHEET 7. COLD JOINT PER DETAIL 'A', THIS SHEET B. 4" CRUSHED AGGREGATE SASE (90% RELATIVE COMPACTION) 9. 90% RELATIVE COMPACTEC SUBGRADE (6" DEPTH) 1 D. BLEACHER/GRINDBOX, SEE ALSO DETAIL 'D', THIS SHEET DE -Al- NOTES: 1. 6" SHOTCRETE RAMP (4000 PSI MINIMUM) W6TH F NISH IN BETWEEN SMOOTH TROWEL AND LIGHT BROOM FINISH (TYP.) 2. #3 HOR'ZONTAL REBAR (GRADE 60) CONTINUOUS AT 12" C.C., BOTH WAYS (TYP.) 3. HJBBA GRINDBOX WITH 2" SQ. GALVANIZED STEEL EDG NG -0 FADE INTO BANKED RAMP AT BOX HEIGHT 4. COLD JOINT PER DETAIL 'A', THIS SHEET 5. 6" CONCRETE PAVING PER PLAN, REFER TO DETAIL 'A', TH,S SHEET 6. 4" CRUSHED AGGREGATE BASE (90% RELATIVE COMPACT -" 7. 90% RELATIVE COMPACTED SUBGRADE (6" DEPTH) NOTE: REFER TO GRADING PLAN FOR ELEVATION OF FINISHED SURFACES 3`!C = BEGINNING OF VERTICAL CURVE EVC = END OF VERTICAL CURVE 1/29=1' DETAIL NI:TES: 1. FINISH GRADE (MAINTAIN 2" VIN. CO'V'ER OVER PIPE). 2. 6" DIAMETER CAST ME7AL WA=FLE-PERFORATED SCREW -DOWN GRATE/ DRAIN INLET: ZURN Z-415, \41STAL-ED FLUS- WITH FINISHED SURFACE 3. 4" DIAMETER CLASS 3,5 RISEY - _ENGTH AS REQUIRED 4. 90' 4" IN/ 4" OUT DRA" \1 L' Ni E E_30W 5. 4" IN x 4" IN/ 6" 0-- DRAT\ WYE - CONNECT POOL PERIMETER DRAINLINE(S) 6. 6" SDR35 DRAINLINE GRADING/DRAINAGE PLAN 1/2 =1' G Skatepark Drain Inlet T=11 C J DINGO 6 OUP LANDSCAPE ARCHITEJURE 4649 Brockton Ave. Riverside, CA 11506 Phone: 11951) 369-0100 Fax: (951)369-4039 www.comworksdg.com BEACH PARK SKATE PARK EXPANSION FOR: CITY OF BAKERSHELD PUBLIC WORKS DEPT. BAKERSFIELD, CA v013 NUI`, 3 EFS' : 07073: DRAWN E= Y: ATS CHECKED BY: SIR DATE: 4-1-01 REVISIONS: �jCA VAL.ONFy �y r,,,- Co Ign e ' 0-3', -09 Renewal Date ��9� Date NSTRUCTION DETAILS SCALE: AS SHOWN 800 -927-2600 Cad 2 FLA WorkkV Days in Adwave TYP. Li 14' _?"° 4 I - -11 IX�l� I 1::q1 iI II � vi { F' - M 1 II n ^ O OI -: O 'C �C U,,,jO v, , :�O O OO G C ~O O Oc O O O �� � Gam� O�„ ff 1 I i (� �• -A I 3 ,I�1 ' M=111- I ; -_- If - ' III ' �I !'I -P +'-I I { ; i I NOTE: REFER TO GRADING PLAN FOR �.,� ELEVATION OF FINIShED SURFACES 10 1 0- 5 2 6 1 2 TYP. 5 TYP. 4 • - TYP. 4 Vi iII�P !I -ills { � i 1� I ;-� - 8 6 111+s ;tl-Itr I a - 53 y 4 _ I • - _ ! - __ II -- I 8 3 TYP. _ 9 8 F 13-Stair/Flat/3-Stair Combo PLAN VIEW NOT TO SCALE DETAIL NOTES: 1. 4000 PSI CAS-IN--D-ACE CONCFETE STAIRS; LIGHT BROOM FINISH 2. 2" SQ. GALVANIZED Q_ -EEL STAIR EDGING 3• #4 CONT. REB,aR, GRADE 60 AT 12" O.C. (TYP,), 3" CLR. FROM CONCRETE EDGES 4. #3 REBAR GRADE 60, CE% T ER 'N EACH STEP, 5" CLR. FROM CONCRETE EDGES 5. #3 REBAR GRADE 60, EX ENC 9" WITHIN CONCRETE STAIRS 6. 6" CONCRETE 'AVING PER PLAN, REFER TO DETAIL 'A', THIS SHEET 7. COLD JOINT PER DETAIL 'A', THIS SHEET B. 4" CRUSHED AGGREGATE SASE (90% RELATIVE COMPACTION) 9. 90% RELATIVE COMPACTEC SUBGRADE (6" DEPTH) 1 D. BLEACHER/GRINDBOX, SEE ALSO DETAIL 'D', THIS SHEET DE -Al- NOTES: 1. 6" SHOTCRETE RAMP (4000 PSI MINIMUM) W6TH F NISH IN BETWEEN SMOOTH TROWEL AND LIGHT BROOM FINISH (TYP.) 2. #3 HOR'ZONTAL REBAR (GRADE 60) CONTINUOUS AT 12" C.C., BOTH WAYS (TYP.) 3. HJBBA GRINDBOX WITH 2" SQ. GALVANIZED STEEL EDG NG -0 FADE INTO BANKED RAMP AT BOX HEIGHT 4. COLD JOINT PER DETAIL 'A', THIS SHEET 5. 6" CONCRETE PAVING PER PLAN, REFER TO DETAIL 'A', TH,S SHEET 6. 4" CRUSHED AGGREGATE BASE (90% RELATIVE COMPACT -" 7. 90% RELATIVE COMPACTED SUBGRADE (6" DEPTH) NOTE: REFER TO GRADING PLAN FOR ELEVATION OF FINISHED SURFACES 3`!C = BEGINNING OF VERTICAL CURVE EVC = END OF VERTICAL CURVE 1/29=1' DETAIL NI:TES: 1. FINISH GRADE (MAINTAIN 2" VIN. CO'V'ER OVER PIPE). 2. 6" DIAMETER CAST ME7AL WA=FLE-PERFORATED SCREW -DOWN GRATE/ DRAIN INLET: ZURN Z-415, \41STAL-ED FLUS- WITH FINISHED SURFACE 3. 4" DIAMETER CLASS 3,5 RISEY - _ENGTH AS REQUIRED 4. 90' 4" IN/ 4" OUT DRA" \1 L' Ni E E_30W 5. 4" IN x 4" IN/ 6" 0-- DRAT\ WYE - CONNECT POOL PERIMETER DRAINLINE(S) 6. 6" SDR35 DRAINLINE GRADING/DRAINAGE PLAN 1/2 =1' G Skatepark Drain Inlet T=11 C J DINGO 6 OUP LANDSCAPE ARCHITEJURE 4649 Brockton Ave. Riverside, CA 11506 Phone: 11951) 369-0100 Fax: (951)369-4039 www.comworksdg.com BEACH PARK SKATE PARK EXPANSION FOR: CITY OF BAKERSHELD PUBLIC WORKS DEPT. BAKERSFIELD, CA v013 NUI`, 3 EFS' : 07073: DRAWN E= Y: ATS CHECKED BY: SIR DATE: 4-1-01 REVISIONS: �jCA VAL.ONFy �y r,,,- Co Ign e ' 0-3', -09 Renewal Date ��9� Date NSTRUCTION DETAILS SCALE: AS SHOWN 800 -927-2600 Cad 2 FLA WorkkV Days in Adwave DETAIL NOTES: 1. 6" CONCRETE PAVING PER PLAN, REFER TO DETAIL 'All SHEET LC -2 2. 2" SQ. GALVANIZED STEEL EDGING, PER DETAIL 'E', 4 THIS SHEET 6 3 3. #3 REBAR (GRADE 60) CONTINUOUS BOTH WAYS (TYP.), REBAR FRAME TO BE 3" MIN. FROM ALL CONCRETE EDGES 4. 8 -STAIR, REFER TO DETAIL 'E', THIS SHEET 5. SLOPED PORTION OF CONCRETE HUBBA GRINDBOX, C REFER TO DETAI 01: 21 6. FLAT PORTION OF CONCRETE HUBBA GRINDBOX DETAIL NOTES: 7. CORNER POINT OF CONTINUOUS CONCRETE HUBBA 2 1. 6" SHOTCRETE RAMP (4000 PSI MINIMUM) WITH SMOOTH GRINDBOX 8. PORTION OF CONCRETE HUBBA GRINDBOX TO FADE B TROWEL FINISH (TYP.) INTO BANKED RAMP AT BOX HEIGHT; REFER TO DETAIL 9 'E', SHEET LC -2, & DETAIL 'E', SHEET LC -4 WAYS (TYP.) 9. BANKED RAMP, REFER TO DETAIL 'E', SHEET LC -2 3. 2" SQ. GALVANIZED STL---; EURO GAP EDGING 'All SHEET LC -2 10. COLD JOINT PER DETAIL 'A', SHEET LC -2 _7 4. COLD JOIN PER DEiAI_ 11. 4" CRUSHED AGGREGATE BASE (90% RELATIVE 4" CRUSHED AGGREGATE BASE (90% RELATIVE COMPACTION) 10 COMPACTION) 6. 6" CONCRETE PAVING PER PLAN, REFER TO DETAIL 'A', SHEET LC -2 12. 90% RELATIVE COMPACTED SUBGRADE (6" DEPTH) !Y_ 7. 8 -STAIR PROF!LE, RE_E�; TO DETAIL 'E', THIS SHEET Ile 8. 90% RELATIVE COVPAC-ED SUBGRADE (6" DEPTH) 8 NOTE: it 'RADING PLAN FOR AXONOMETRIC VIEW ELEVATION Oz' F'INISHED SURFACES NOT TO SCALE rEEVC = END OF VERTICA_ CLRVi7 B Euro Ga PLAN VIE 61. DETAIL NOTES: E3 C ^� - ��� 01 42./ , ~ ., | ' c� 1' CONCRETE STEP PER D 2. ^3� " WALL TH|�K �A�V�N|ZED �UBULAR STEEL; '/8" CHAMFER ON ALL EXPOSED CORNERS ':7 WELDED PIPF RAH ,�_ � 611WASHER P.) EVBED ANCHORS IN CONCRE Oil SEC71ON BC i IL A Hubba Grindbox 1/2 =1 C Not Used DI Ed 6 12 1 - 3 S%-.jAFE GALVANIZED TUBULAR STEEL TOP RAIL 2. 4300 �'S MINIMUM CAST -IN-PLACE CONCRETE STAIRS 3. 2" S1-_- GkLVANIZED STEEL STAIR EDGING ONT 4. 5. 43 RE -BAP GRADE 60, CENTER IN EACH STEP, 5" CLR. _3AF' GRADE 60, EXTEND 8' WfrHIN CONCRETE 5 7 6 C-NCFETE PAVING PER PLAN, REFER TO DETAIL 'A', __j 8. 4" CRjSF-ED AGGREGATE BASE (907c RELATIVE CCIVPACTION '2"0 > 24" DEEP CONCRETE FOOTING 13 1C. E-RO 3A� PROFILE, REFER TO DETAIL 'B', THIS SHEET 3" SQ 1AR GALVANIZED TUBULAR STEEL VERTICAL POST 12. C -LD OflT PER DETAIL 'A', SHEET LC -2 -% Rz_­AnVE COMPACTED SUBGRADE (6' DEPTH) 10 1UE MINIMUM AT WELDED JOINT (TyP.) 14. Y8 RAD 12 REFER TO GRADING PLAN FOR ELEVATION OF FINISHED SURFACES E 8 -Stair with Rail "LALL: 1/2 1 Not U-ccied 5 3 i� DETAIL NOTES: 4 2 1. 6" SHOTCRETE RAMP (4000 PSI MINIMUM) WITH FINISH IN BETWEEN SMOOTH TROWEL AND LIGHT- BROOM FINISH- (TYP.) a r . Q 3/4„ MIN./ e 2. #3 HORIZONTAL REBAR (GRADE 60) CONT. AT 12" 0. C., BOTH WAYS (TYP.) ^ $ s a a 1 —Y4" MAX CANTILEVER 3.3. POOL COPING PER DETAIL 'B', THIS SHEET ! ca IO 4. COLD JOINT PER DETAIL 'A', SHEET LC-2_ 2 5, 6" CONCRETE PAVING PER PLAN, REFER TO DETAIL 'A', SHEET LC-2`' ! 11i1_ =- y A._ a d 6. 4" CRUSHED AGGREGATE BASE (90% RELATIVE COMPACTION) 6" 1 7, 90% RELATIVE COMPACTED SUBGRADE !_- " a __. .... 10 4 4 5 ' 11 8. 4"0 PERFORATED DRAINLINE WITH 4" MIN. OF AGGREGATE ON ALL SIDES. _ - TOP OF PIPE ELEVATION TO BE FLUSH WITH SURFACE OF BOTTOM OF RAMP. ` - 1 V SEE SHEET LG-1 FOR COORDINATION WITH GRADING/ DRAINAGE PLAN. i !�� 9. DRAIN INLET, REFER TO DETAIL 'G', SHEET LC-2 CC 10. POOL ESCAPE STEPS - SCULPTED SHOTCRETE AS SHOWN; APPROXIMATE -( A �'�o LOCATION PER PLAN NP' 11. 2" SQ. GALVANIZED STEEL EDGING PER DETAIL 'D', SHEET LC-3 4 j!E `!?-'; ! F 1 i -i 1-1 ,I!-i—af�^oo Ki v -1—� DETAIL NOTES: =J Y Typ SHOTCRETE CAMP PER DETA L 'A',TH THIS S}-E= '�' B�/ - 2. POOL COPING - "PENROSE" SKATEABL= PRECAST CONCRETE OR EQUAL; AVAILABLE BV -_ w �^ FROM PRECISICN TILE AND COPING (8' 8) 767-7673 X.co - vl� 3. Y2" BED OF HIG'-1 STRENGTH MORTAR; RAPID SET(R) OR APPROVED EQUAL (800) NOTE: 929-3030; INSTALL PER MANUFACTURER'S SPECIFICATIONS. REFER TO GRADING PLAN FOR - I�j _I CONCAVE - Y4" MAXIMUM DEPTH BETWEEN COPING PIECES AND BETWEEN TOOL JOINTS CC ELEVATION OF ALL FINISHED SURFACES=i ( _;;; - 1, i - 1 COPING AND ADJACENT CONCRETE. 4. COLD JOINT PER DETAIL 'A', SHEET LC-2; THICK=N EDGE OF ADJACENT CONCRETE BVC = BEGINNING OF VERTICAL CURVE _ _ EVC = END OF VERTICAL CURVE � -_ - =.,I � --_ _ ; �;= FLATWORK AS S-IOWN IN THIS DETAIL, .AS NEEDED, TO PROVIDE SUFFICIENT REBAR DOWEL COVERAGE BV 8 5. POOL PERIMETER CONCRETE FLA.TWORK PER CONSTRUCTION PLAN A KidnevPool =1'B ol �,1/2" i1-1/2- 5 6 2 � - N 6 - - — — — I 51— 0) , 3 PLAN VIEW 4 SCALE %4"=1' - A 10 Al DETAIL NOTES: 1 , HUBBA GRINDBOX 2' 10' 6' 1' 2. 8-STAIR, REFER TO DETAIL 'E', SHEET LC-3 ck9 3. EURO GAP, REFER TO DETAIL 'B', SHEET LC-3 �. RETAINING WALL PER CONSTRUCT ON LEGEND CA_LO JT #16 TYP6 � � GALVANIZED DVEDETAIL LC TUBHR STEEL SKATE ?A'_, REFER T 3. 2" SQ. GALVANIZED STEEL STAIR EDGING PER DETAI _ 'D', SHEET LC-3 C 8-Stair Euro Gap Elev, bLdI 1/2=1' D Not Used 17' 3 TYP. 9 — 14' Al --- 01 c� TYP. 9 y t i / - w F, w `^ W i N 01 2 Ai ,_3 5 6 1 -)3 9' 1 1 19 I i N_ 12 1 11'_3» i 4 DETAIL NOTES: PLAN VIEW1 1. HUBBA GRINDBOX TO FADE INTO BANKED RAMP AT BOX HEIGHT, REFER TO 5. BANKED RAMP (6" SHOTCRETE RAMP WITH SMOOTH TROWEL FINISH)!18 =1CALE DETAIL 'A', SHEET LC-3 S6. LOWER 3-STAIR (4000 PSI CAST-IN-PLACE CONCRETE STAIRS), REFER TOI 2. BANKED RAMP, REFER TO DETAIL 'E', SHEET LC-2 DETAIL 'F', SHEET LC-2 3. CURVED GRINDBOX (ONE-SIDE) TO OFFSET OUTLINE OF POOL SHAPE, REFER 7. UPPER 3-STAIR (4000 PSI CAST-IN-PLACE CONCRETE STAIRS), REFER TO _ TO DETAIL V, SHEET LC-2 DETAIL 'F', SHEET LC-2 - j__ 4. GRINDBOX BLEACHERS WITH 2" SQ. GALVANIZED STEEL EDGING, REFER TO 8• 6" CONCRETE PAVING PER PLAN, REFER TO DETAIL 'A', SHEET LC-2 DETAIL 'D', SHEET LC-2 9. 2" SQ. GALVANIZED STEEL EDGING PER DETAIL 'D', SHEET LC-3 q ! E Grindbox/stair Elevation 3LALt: 1/2=1' �I�