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REVISIONS <br />SEE ENLARGEMBHT <br />192a22 <br />KEYNOTES: <br />4 <br />'C', THIS DETAILA <br />Oj 1/4'RADIUS EDGE. <br />O PULL BACK EXISTING FEEDER AND BRANCH CIRCUIT CONDUCTORS. <br />PAVING FINISH SURFACE. SEE CONCRETE PAVINS DETAIL AND PLAN. <br />REMOVE EXISTING PANEL AND INSTALL NEW PANEL AT SAME <br />LOCATION. RECONNECT ALL EXISTING BRANCH CIRCUIT <br />2 4' rj <br />O DECK-0 FOAM EXPANSION MATIDRIAL BY: A.R. MEADOW5. INSTALL PER <br />CONDUCTOR TO SAME CIRCUIT SPACE IN THE NEW PANEL. <br />MANLFAGTURER SPECIFICATIONS. (909) 469-2606. <br />A \ <br />® NON-SA6 TWO-PART POLYURETHANE SEALER (DYNA TRED) BY: FECORA <br />+ <br />CORPORATION 000) 523-6666, OR APPROVED EQUAL. <br />A. EXPANSION JOINT 6 <br />FOR BID PRP05E5: <br />COLOR SHALL BE: <br />A'LIMESTONE" (099) IN FIELD5 OF NATURAL GREY CONCRETE. <br />lEl METER AND MAIN <br />7M)24OV, t PH, 3W <br />S. "BEIGE' (595) IN FIELDS OF COLORED CONCRETE. <br />FINAL SEALANT COLOR S EGTION SHALL BE F R CANER UPON REVIEW AND <br />2OO AMP <br />�llr <br />MW SwINRFRI,MD. <br />o5 �AO <br />AOT 24R" OOAT 0N`=lKTS EL N0. <br />--- <br />nV 12/ 44 T5. NITH PSD/44 BL BASE. CONTACT: AZTEL CONCRETE <br />!N; 1, <br />ACCESSORIES (BOO) 531-3355, <br />x", 1200A <br />© EXI5TING ADJACENT CONCRETE PAVING. <br />-I2P <br />B. SAV40UT CONTROL JOINT <br />5AVOUT JOINT. 51K&LE BLADE WITH I/16' BEVEL AND CONTINUOUS CRACK CHASER. <br />O <br />RECONNECT EXISTING 1 <br />_ <br />ALL JOINT5 SHALL JOIN WITH LOCATIONS OF ADJACENT EXISTING JOINTS TO <br />REMAIN. CHALK MARK .DINT LOCATIONS FOR REVIEA AND APPROVAL OF <br />FEEDER TO NEW PANEL ---(E) <br />1 <br />\ <br />1/4" <br />OWNER'5 APPROVED REPRESENTATIVE. <br />4 <br />k IF PAVING IS LESS THAN 4' THICK. I" IF PAVING IS 4' THICK OR GREATER. <br />IOREPLACE EXISTING 30 CIRCUI4PANEL-EL ;PANELOTE: <br />WITH NEW 42 CIRCUIT PANEL_; <br />LOCATE SAWCUT JOINTS TO MATCH EXISTIN6 ADJACENT CONCRETE JOINTS TO <br />ELECTRICALSHOWN LIGHT AND DASHED IS EXISTING. <br />,"" "-" "I <br />I <br />REMAIN, SEE NOTE T ABOVE. <br />ELECTRICAL SHOWN BOLD AND SOLID IS NEW. <br />IE) <br />/ <br />® LOCATE EXPANSION JOINTS BETVEEN NSA AND EXISTING CONCRETE TO REMAIN. <br />SEALANT COLOR TO MATCH ADJACENT PAVING. <br />C. EXPAN51ON JOINT ENLAR&EI-LENT <br />ALL EXPANSION JOINT SEALANT TO Be SEEDED AITH SILICA SAND. <br />SINGLE LINE DIAGRAM <br />CONCRETE JOINTS <br />PEDESTRIAN CONCRETE PAVING SECTION <br />SCALE: -I/2" • I'-0' <br />Lr"N"' OI CONCRETE PAVING. COLOR AND FINISH TO MATCH EXISTING CdYRETE. <br />O EXPANSION JOINT PER CONCRETE JOINT DETAIL, THIS SHEET. <br />® 44 REBAR AT IS- O,C, IN BOTH DIRECTIONS. <br />® ADJACENT FINISH 6RADE. <br />OS COMPACTED, MOISTURE -CONDITIONED SUDGRADE TO 90%. <br />© II TOOLED PADIS. <br />O ADJACENT CONCRETE PAVING. <br />NOTES: <br />O WHERE NEN CONWIT 15 TO BE INSTALLED BENEATH EXI5TIN6 CONCRETE, 5AY6UT AND REMOVE CONCRETE AT NEARE5T <br />EXISTING SCORE LINES, DEWS CAREfT1L NOT TO DAMAGE ADJACENT CONCRETE, SEE PLAN FOR WNP)IT LOCATIONS. ALL <br />CONCRETE DAMA6ED BY DEMOLITION OPERATIONS WT51DE OF SPECIFIED AREA SHALL Be REPLACED BY CONTRACTOR <br />AT NO COST TO THE OAM R. <br />® PROVIDE MINIMUM 6'x6' HOOKUP FOR REVIEW AND APPROVAL. <br />© ALL CONCRETE TO BE SEALED WITH SILOXANE AB CONCENTRATE CONCRETE SEALER, PROVIDED BY MIKE PAV15 OF <br />INNOVATIVE CONCRETE PRODUCTS AND MARKETING, INC. PHONE: (949) 4OS-1011. <br />CONCRETE TO BE TYPE V, 2S00 PSI MINIMUM <br />O PROVIDE MAX. 1/4' GROSS FALL PER IT RUN ON ALL PAVING - TO MATCH ADJACIBHT CONCRETE. <br />O CONCRETE JOINTS PER CONCRETE JOINS DETAIL, THIS BEET. <br />CONCRETE PAVING <br />REFERENCES <br />RTS IA240 <br />PNB A <br />PRWFLTNB. 13 1 <br />2WA <br />SASE MID <br />RNS 2WA <br />T <br />N6 SO1Fllf <br />RATIN - <br />l-IIIRB (YAI-) <br />IXI A 1 <br />NNB WRD <br />TM RR NWI WWRIPIIB <br />(-NNI IVA)-1 <br />DI A B <br />Nlll[1 <br />llA @R WVI BES2RIPIIW <br />AT <br />1 16W-- <br />] --to <br />L 3UI 8 (f19EC.111 LTS— <br />L All B (EIHURITY LTS (M <br />A 2 NSW--- <br />B 4 -- 6W <br />G 0/ 1 IULAIYI. <br />D S.E <br />5 A <br />L Alt 5 (EISEERITY FLM <br />A S To <br />L A/I 4 (MAINRALL LTS <br />510 <br />All <br />R All 3 (DIKUTS <br />AO <br />A 10 R-- <br />A/I S.[9 <br />6 A/I I (E)OUST FM <br />11 --- 9W <br />U WB <br />L All 9 (O'K DI LTS IMSIE LTS <br />DI SPIRE <br />B 12 -- 2W <br />A I4 2W-- <br />L All 2 (OFNILf LTS <br />.1 SPNE <br />IS --- A9 <br />BI SPH <br />B 16 --- IROL <br />A/I 1 (DH60II <br />11 "m <br />R All 2 IDR XT REEEPR <br />A 18 310 <br />L BY (E)BAVETKL LTS. <br />19 ---- A9 <br />21 W--- <br />BI SPIRE <br />R All (E)REUPTS R PA'EL <br />B A ----a <br />A A ISO----- <br />R A/I (DREEFTS F PMR <br />R All (DIRRIGATIBN EONTELLER <br />B 1W <br />B All (EIIRRIMIIB [MIRLIX <br />B N m <br />All SPARE <br />25 A]-- <br />N <br />A -- <br />All SPbS <br />6 DI ffIPIC IIC fW'IRRLER <br />SPAS <br />A A <br />B B — IWF <br />A W <br />SPML <br />R A/I R (DPBE XIN RE[BIS <br />31 — <br />L — <br />DI S. <br />All <br />A Y — 264 <br />A N M52--- <br />1$A[ <br />L SNI B (pRPSRETAL CLURTOPT LTG <br />L NI 1 (MBASROPoLL [OURI li4 <br />SS -- <br />11 -- <br />99 --- <br />11 -- <br />B. <br />BVI SPN.'E <br />All SPIRE <br />BI B. <br />All B SPX[ <br />A A -- <br />A A -- U. <br />B -- <br />A E --- <br />B(I SPAVE <br />1 SPPV E <br />SPAV E <br />ION API SPAVE <br />LIN[61ER <br />LLL.BTT= ISTS <br />WAO TIR: <br />YA NPS <br />I. ( 1 to MA B Sfm = 49A <br />NMII A=121R 101 <br />"11=1212 lot <br />MITpDIB m <br />NIERLNOBIOB= to <br />6-IBSRN IIWY) X -am (in <br />L -LLL 115S1 XI-XOIIF (Iw <br />TIL VA= V48 <br />A-RT H..I WY) N-2(TA! <br />110 NYAR IWXI NI -N (XV <br />TTN=2N& lot <br />11 NPS= 114 <br />B-RII. I651) <br />Underground Service Nell <br />� Nsw1nXI9c914omIX <br />to CallunaeYwalB.nF.� <br />* 09-'22 * „o NOTICE TO CONTRACTOR <br />e <br />wmswrvrroassfineLranL 4zf4:W E%G4 RnoN FfRxIT <br />��A'CR1F� �. sews:, luu IsvuIO UNLEss weowmucrlxacorrAcrs,wooarAWs <br />A DIGAIERi11CXETAWAl6ffl, fALLBit AT1f/Si1W0 <br />SINGLE LINE DIAGRAM, PANEL SCHEDULE U_ <br />EL SALVADOR PARK BASKETBALL COURT LIGHTING <br />PROJECT LIMITS <br />k i <br />CITY OF SANTA ANA SHE£T 6OF9 <br />