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Home My WebLink AboutP_5192_SJOHN WAYNE >✓ AIRPORT ~ CITY OF COSTA MESA ~~ 91> VICTORIA ST PROJECT LOCATION VICINITY MAP NOT TO SCALE SYMBOL LEGEND POWER POLE Osco SANITARY SEWER CI.EANOUT 0SMH SANITARY SEWER MANHOLE ~ FIRE HYDRANT 111 WM Ill WA 1ER METER BOX & SERVICE 0 GM GAS METER ---@--VALVf. POWER POLE ANCHOR 6, MONUMENT -x-x-x-FENCE ==== BLOCKWALL ~ TREE (JO SHRUBBERY .--.-_.,._ ASPHALT PAVEMENT BRICKWAU< !":'.:.: :_:·;: _. ·,::I CONCRETE ~«««J BUILDING _ _ _ _ EXISTING CONSTRUCTION PROPERTY LINE CITY OF IRVINE 001\JERSIT'I ABBREVIATIONS AC ASPHALT CONCRElE DIP DUCTILE IRON PIPE VCP VITRIAED CLAY PIPE R\W RESILIENT WEDGE VAL Vf. FE FLANGED END MJ MECHANICAL JOINT NTS NOT TO SCALE RT RING TIGHT S1l STEa ABAND ABANDONED IP&:T IRON PIPE AND TAG UON MONUMENT CAlV CABLE 1V DWY DRIVEWAY co CLEANOUT (SEWER) ARV AIR RB.JEF VALVf. B/APPR BACK OF ALLEY APPROACH EV ELECTRICAL VAi.Vt. &I{ SIDEWALK WWF WELDED WIRE FABRIC MLCCSP MORTAR ijNED CEMENT COATED STEa PIP NEW CONSTRUCTION ---l.---CENTERLINE RCSCP REINFORCED CONCRElE STEEL CYLINDER PIPE €) 4"A.C. CORING INFORMA 110N ___ -5 ____ SEWER LINE UCWIJ MESA CONSOUOA TED WAlER DISTRICT ----W----WATER LINE NIC NOT IN CONTRACT ---G---GAS LINE -E-POWER LINE -T'---lELEPHONE LINE --cA lV-CABI.EVISlON LINE -SP-SPRINKLER SYSTEM STREET LIGHT SIGN P"' -c:j GARAGE OPENING t::---::::::1 WINOOW SPRINKLER EMERGENCY TELEPHONE NUMBERS DAY CALL T□LL FREE 1-800-422-4133 BEFORE Y□U DIG SOUTHERN CALIFORNIA GAS COMPANY SOUTHERN CALIFORNIA EDISON COMPANY PACIAC lEI.EPHONE COMPANY CITY OF NEWPORT BEACH (UTILITIES DEPARlMENT) ORANGE COUNTY SANITATION DISTRICT ADB.PHIA CABLE UNDERGROUND SERVICE ALERT MCWIJ (B00)-624-8153 (800)-611-1911 611 (949)-644-3011 ~ 14)-962-2411 714)-542-6222 B00)-422-4133 49)-574-1000 NIGHT (800)-624-8153 (800)-611-1911 611 (949)-644-3717 ~ 714)-644-6222 806)-422-4133 949)-631-1200 PUBLIC WORKS DEPARTMENT TENNIS COURT REPLACEMENT MARINERS PARK, IRVINE AVE. APPROVED: PROJECT SITE. C-3662 RCE NO. 36106 LOCATION MAP NOT TO SCALE APPROVAL RECOMMENDED: GENERAL NOTES 1. EXISTING UNDERGROUND UTILITIES ARE SHOWN AS PER AVAILABLE RECORDS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE ACTUAL LOCATION AND ELEVATION IN THE FIELD PRIOR TO BEGINNING CONSTRUCTION. 2. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR, DIMENSION, AND FINISH TO ADJOINING IMPROVEMENTS. 3. P.C.C. SHALL BE CLASS 560-C-3250. 4. CONTRACTOR SHALL ADJUST CITY UTILITIES (e.g. WATER VALVES, SCO, SURVEY MONUMENTS, SEWER AND STORM DRAIN MANHOLES) FRAMES AND COVERS TO FINISH GRADE. ALL OTHER UTILITIES SHALL BE ADJUSTED TO GRADE BY OTHERS. 5. PROPOSED PAVEMENT AND CURB AND GUTTER SHALL JOIN AND MATCH LINE AND GRADE OF EXISTING IMPROVEMENTS. 6. CONTRACTOR TO USE SOILS REPORT PROVIDED FOR ADJACENT PARCEL LAND. OVER EXCAVATE 2'. SHOULD SOILS CONDITIONS VARY OR DIFFER FROM PROVIDED SOILS REORT CONTRACTOR IS TO REPORT TO CITY OF NEWPORT BEACH. VERIFY GRADING ON CIVIL ENGINEER'S SHEETS. 7. VISIT THE SITE PRIOR TO SUBMITTING BIDS. 8. REPORT DISCREPANCIES IN THE DRAWINGS OR BETWEEN THE DRAWINGS AND ACTUAL FIELD CONDITIONS TO THE CITY. CORRECTED DRAWINGS OR INSTRUCTION SHALL BE ISSUED PRIOR TO THE CONTINUATION OF THIS WORK. ASSUME FULL RESPONSIBILITY FOR ALL NECESSARY CORRECTIONS DUE TO FAILURE TO REPORT KNOWN DISCREPANCIES. 9. LOCATE ALL EXISTING UTILITIES WHETHER SHOWN HEREON OR NOT AND PROTECT THEM FROM DAMAGE. NOTIFY THE CITY IMMEDIATELY IF DAMAGE OCCURS AND ASSUME FULL RESPONSIBILITY FOR EXPENSE OF REPAIR OR REPLACEMENT. 10. ALL LOCAL MUNICIPAL AND STATE LAWS, RULES AND REGULATIONS GOVERNING OR RELATING TO ANY PORTION OF THIS WORK ARE HEREBY INCORPORATED INTO AND MADE A PART OF THESE SPECIFICATIONS AND THEIR PROVISIONS SHALL BE CARRIED OUT BY THE CONTRACTOR. 11. THE CONTRACTOR SHALL VERIFY THE LOCATIONS OF ALL EXISTING UTILITIES, STRUCTURES AND SERVICES BEFORE COMMENCING WORK. THE LOCATIONS OF UTILITIES, STRUCTURES AND SERVICES SHOWN IN THESE PLANS ARE APPROXIMATE ONLY. ANY DISCREPANCIES BETWEEN THESE PLANS AND ACTUAL FIELD CONDITIONS SHALL BE REPORTED TO THE OWNER'S REPRESENTATIVE. 12. AFTER ROUGH GRADES HAVE BEEN ESTABLISHED IN PLANTING AR~S, HAVE SOIL SAMPLES TAKEN AT THE LOCATIONS INDICATED BY DESIGNATION . HAVE SAMPLES TESTED BY SOIL AND PLANT LAB, (714) 558-8333 OR APPR VED EQUAL, FOR SOIL FERTILITY, AGRICULTURAL SUITABILITY TEST AND SOIL PREPARATION RECOMMENDATIONS. TAKE TWO SAMPLES AT EACH LOCATION: (1) GROUND LEVEL TO 10" DEEP, (2) 24" TO 36" DEEP. EACH SAMPLE SHALL CONTAIN APPROXIMATELY 1 QUART OF SOIL TO BE LABELED PER LOCATION AND DEPTH. INSTALL SOIL PREPARATION AND BACK FILL MIX TO CONFORM TO THESE RECOMMENDATIONS ONLY UPON RECEIPT OF WRITTEN CHANGE ORDER FROM THE CITY. SUBMIT SOIL REPORT TO THE CITY PRIOR TO PLANTING. SHEET INDEX LANDSCAPE DESCRIPTION SCALE NO. LO LANDSCAPE TITLE SHEET L1 LANDSCAPE CONSTRUCTION PLAN L2 LANDSCAPE CONSTRUCTION DETAILS L2.1 LANDSCAPE CONSTRUCTION DETAILS L3 LANDSCAPE IRRIGATION PLAN L4 LANDSCAPE IRRIGATION DETAILS L5 LANDSCAPE PLANTING PLAN L6 LANDSCAPE PLANTING DETAILS CIVIL co DEMOLITION AND ROUGH GRADING PLAN C1 GRADING PLAN AND DETAILS C2 HORIZONTAL CONTROL PLAN ELECTRICAL E1 SITE LIGHTING PLANS E2 SCHEDULES AND DETAILS E3 FIRE STATION AND LIBRARY PLAN E4 UTILITY DETAILS SCE1 SC EDISON PLAN AND DETAILS APPROVAL RECOMMENDED: DESIGNED DRAWN --1 1 :10 2 --3 --4 1 :10 5 --6 1 :10 7 --8 1:20 1 1:20 2 1:20 3 1:10 1 --2 --3 .. 4 1:10 5 TEfWNIS COURT REPLACEMENT MARINERS PARK, 1330 IRVINE AVE. TITLE SHEET ..e JB vw CHECKED 0A1E CITY OF NEWPORT BEACH PUBLlC WORKS DEPARTMENT P-5192-S SHEET LO oF8 JR . 4 MARCH 2004 I TURF I I I I .~ C. (/) :E t- 0 ~ z \2 0::: UJ "' 0 0 z ~ w ~ w LL I:,: 0 ! !::: I ~~ ~ 'I -..J z-0 c:, -"" !;;;- 0 0 ...J ...J ~ UJ z LU C) I I TURF I I ----------~----- - - 1 P.A. 60' ~ i ' I ! I i I 6 ' ' -~ NET L -. ' I L. i ' i - 36' -- IR VINE < WO . GENERAL LOCATION -WORK MAY·EXTEND BEYOND THIS POINT PA 10' F2 7 ( 1% 1%) TY I ~ ' I'\ ' NET - 3' 18' I ' ' 13'-6" 10' - ' -----------------"--------1· - J PA. 1 P1 TURF AVENUE I I :I I FIRE STATION "2" CURB TO BE CONSTRUCTED ONLY ALONG NORTH SIDE OF TENNIS COURTS ADJACENT TO FIRE STATION. SEE DETAIL 8, SHEET L2.1 FIRE STATION PARKING •• 2" CURB TO BE CONSTRUCTED ONLY ALONG NORTH SIDE OF TENNIS COURTS ADJACENT TO FIRE STATION. SEE DETAIL B, SHEET L2.1 JOIN FLUSH WITH EXISTING PAVING -- '' ·. '·, ,. ',,' ,·' '·-"" ·-.. ,.,;.;, --·•'"'"'••·•-,'-''-" B- B 0 :,0 J-1 < tr1 CONSTRUCTION LEGEND CONSTRUCT CONCRETE PAVING PER DETAIL B, SHEET L2 CONSTRUCT CONCRETE EXPANSION JOINT PER DETAIL A, SHEET L2 CONSTRUCT CONCRETE CONTROL JOINT PER DETAIL A, SHEET L2 CONSTRUCT CHAIN LINK FENCE WITH WIND SCREEN PER DETAIL B, D & E, SHEET L2.1 CONSTRUCT LOW CHAIN LINK FENCE PER DETAIL D & E, SHEET L2.1 CONSTRUCT TENNIS COURTS PER DETAIL B & CSHEET L2.1 FURNISH AND INSTALL TRASH RECEPTACLE PER MANUFACTURER'S SPECIFICATIONS AND DETAILS FURNISH AND INSTALL TENNIS COURT NET PER DETAIL A, SHEET L2.1 CONSTRUCT 4' HIGH GATE PER DETAIL E, SHEET L2.1 CONSTRUCT FENCE AND GATE PER DETAIL B, D & E, SHEET L2.1 FURNISH AND INSTALL DECOMPOSED GRANITE WITH STABILIZER PER DETAIL D, SHEET L2 PROVIDE AND INSTALL RULES AND REGULATIONS SIGN PER DETAIL C, SHEET L2 CONSTRUCT CONCRETE MOWCURB PER DETAIL E, SHEET L2. CONSTRUCT REDWOOD HEADER PER DETAIL F, SHEET L2. THE FOLLOWING ITEMS FOR REFERENCE ONLY: @ EXISTING SIDEWALK TO REMAIN AND PROTECT IN PLACE @ EXISTING HANDBALL COURTS TO REMAIN AND PROTECT IN PLACE @ COURT LIGHTS PER ELECTRICAL ENGINEER'S SHEETS. @ EXISTING CONCRETE BLOCK WALL AND FENCE TO REMAIN AND PROTECT IN PLACE ® EXISTING BALL FIELD EQUIPMENT TO REMAIN AND PROTECTED IN PLACE -SEE CIVIL ENGINEER'S SHEETS FOR DEMOLITION ITEMS © EXISTING TREES TO REMAIN AND PROTECT IN PLACE COLOR AND FINISH SCHEDULE SYMBOL CALLOUT DESCRIPTION PAVING CJ EZJ CONCRETE PAVING DECOMPOSED GRANITE MANUF.I MODEL COLOR NIA NATURAL GRAY KRC CALIFORNIA ROCK GOLD OR APPROVED EQUAL FINISH I PATTERN MEDIUM BROOM SITE FURNISHINGS (INSTALL SITE FURNISHINGS PER MANUFACTURER'S SPECIFICATIONS AND DETAILS) BENCH BRP I RECYCLED VINYL SLATS SP110I-72-BLACK POSTS POWDER COAT TRASH RECEPTACLE MF (RAVEN) BRPI SP501I-MF (RAVEN) RECYCLED VINYL SLATS BLACK POSTS POWDER COAT LIGHTING LEGEND: (FOR REFERENCE ONLY· REFER TO ELECTRICAL ENGINEER'S SHEETS) SYMBOL DESCRIPTION MANUFACTURER C COURT LIGHTS GRADING & DRAINAGE LEGEND: 1% < DIRECTION OF FLOW AND GRADIENT GRADING & DRAINAGE NOTES A CROSS SLOPE OF SIDEWALK SHALL BE 2% . B. VERIFY GRADES PRIOR TO CONSTRUCTION. SYMBOL LEGEND ----EXPANSION JOINT SCORE LINE JOINT P.A. PLANTER AREA TURF TURF AREA COMMENTS SEE ELECTRICAL ENGINEER'S SHEETS FOR CONSTRUCTION NOTES AND DETAILS- SEE SHEET L2 -L2.1 FOR LANDSCAPE PLANTING PLAN - SEE SHEET L5 FOR DEMOLITION PLAN - SEE SHEET CO FOR LIGHTING - SEE SHEET E1 COMMENTS TO BAND EDGE BRUSH PERPENDICULAR INSTALL WITH STABILIZER CONTACT:KAROLEENALEXANDER UN. SPORTS SURFACING OF AMER. 949.551.4696 CONTACT: KAROLEEN ALEXANDER UN. SPORTS SURFACING OF AMER. 949.551.4696 • CONTRACTOR IS RESPONSIBLE FOR PROTECTION OF ALL HARDSCAPE, WALLS, STRUCTURES, PLANT MATERIAL AND UNDERGROUND UTILITIES ~ OUTSIDE SCOPE OF WORK OR DESIGNATED TO REMAIN AND ~ ~ PROTECT IN PLACE. CONTRACTOR SHALL REPLACE AT NO COST TO J mes J, Ridge 'q THE CITY SHOULD ANY DAMAGE TO THESE ITEMS OCCUR. SCALE: 1" = 1 O' -0" 0 5 10 LANDSCAPE CONSTRUCTION PLAN DESIGNED CHECKED 20 30 DRAWN J3 J3 vw DATE .R 4 MARCH 2004 TENNIS COURT REPLACEMENT MARINERS PARK, 1330 IRVINE AVE. CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT P-5192-S SHEET ~ •• I - ~ \" ~e \, _p. p CJ\ 1 ~ " CONSTRUCTION NOTES: A. B. c. D. SUBMIT A UNIT COST FOR IMPORT SOIL IN-PLACE AND BE COMPLETELY AWARE OF THE AMOUNT OF SOIL NECESSARY TO REACH THE SATISFACTORY GROUND LEVEL AT PLANTING AREAS. , VERIFY ALL EXISTING CONDITIONS, DIMENSIONS AND ELEVATIONS BEFORE PROCEEDING WITH THE WORK. NOTIFY THE CITY IMMEDIATELY SHOULD FIELD CONDITIONS VARY FROM THOSE SHOWN ON PLAN. LOCATIONS OF N.I.C. CONSTRUCTION ELEMENTS SUCH AS LIGHTS, SIGNS, VENTS, HYDRANTS, TRANSFORMERS, ETC., ARE APPROXIMATE. NOTIFY THE CITY IMMEDIATELY SHOULD THE LOCATION OF THESE ITEMS INTERFERE WITH THE PROPER EXECUTION OF WORK. VERIFY ALL PAVING AND HARDSCAPE CONSTRUCTION DRAWINGS WITH SOIL ENGINEER'S REPORT WITH REGARD TO BASE PREPARATION AND FOOTING REQUIREMENTS. NOTIFY THE CITY IMMEDIATELY IF SOILS REPORT RECOMMENDATIONS DIFFER FROM DRAWINGS. THE SOILS REPORT RECOMMENDATIONS, IF MORE STRINGENT THAN THE DRAWINGS, SHALL TAKE PRECEDENCE. E. BE RESPONSIBLE FOR COORDINATION BETWEEN SUBCONTRACTORS FOR PROPER AND TIMELY PLACEMENT OF SLEEVING, PIPING AND/OR CONDUIT INSTALLATION UNDER OR THROUGH LANDSCAPE ELEMENTS. F. G. H. L J, K. L. M. N. 0. PROVIDE A REPRESENTATIVE SAMPLE OF EACH PAINTED OR STAINED ELEMENT TO THE CITY FOR REVIEW AND APPROVAL PRIOR TO APPL YING FINISH. REFER TO DETAILS AND SPECIFICATIONS FOR SPECIFIC SUBMITTAL REQUIREMENTS, PROVIDE A 4'X4' SAMPLE OF EACH PAVING TYPE IN LOCATION SPECIFIED BY THE CITY FOR REVIEW AND APPROVAL BY THE CITY PRIOR TO INSTALLATION. REFER TO SPECIFICATIONS, WHERE PAVING AND FINISH GRADE MEET, DEPRESS FINISH GRADE 1 1/2" IN TURF AREAS AND 112" IN GROUND COVER/SHRUB AREAS UNLESS OTHERWISE INDICATED. FOR PROJECT WALKS DO NOT EXCEED A SLOPE OF 20:1 (5% GRADIENT) UNLESS OTHERWISE INDICATED. DO NOT EXCEED 2:1 SLOPE IN PLANTED AREAS. CONSTRUCT ALL CURVE TO CURVE AND TANGENT LINES TO BE NEAT, TRIM, SMOOTH AND UNIFORM. CONSTRUCT ALL CONCRETE WITH A MINIMUM COMPRESSIVE STRENGTH OF 3,250 PSI @ 28 DAYS, UNLESS OTHERWISE INDICATED. PROVIDE THE CITY WITH ALL WARRANTIES, GUARANTEES, AND INSTRUCTION MANUALS FOR EQUIPMENT, APPLIANCES, FIXTURES, ETC. AS DESCRIBED IN THE SPECIFICATIONS, CONTRACTOR TO REVIEW ALL IRRIGATION DRAWINGS PRIOR TO ANY WORK. EXISTING IRRIGATION SYSTEM TO BE ADJUSTED WITH IRRIGATION DRAWINGS AND FIELD VERIFICATION, CONTRACTOR TO USE SOILS REPORT PROVIDED FOR ADJACENT PARCEL LAND. OVER EXCAVATE 2', SHOULD SOILS CONDITIONS VARY OR DIFFER FROM PROVIDED SOILS REPORT CONTRACTOR IS TO REPORT TO CITY OF NEWPORT BEACH, VERIFY GRADING ON CIVIL ENGINEER'S SHEETS. FOR CONSTRUCTION NOTES AND DETAILS - SEE THIS SHEET AND SHEET L2.1 D E F 1 >-+--+--- • • • 4' .. •• ... 4 ~ •: •• WIDTH PER CIVIL ENGINEER'S PLANS LEGEND: 1. 6" THICK DECOMPOSED GRANITE WITH STABILIZER REFER TO COLOR AND FINISH SCHEDULE, SHEET L 1 FOR ADDITIONAL INFORMATION 2. ADJACENT CONCRETE TENNIS COURT PAVING PER PLAN 3. 90% COMPACTED SUBGRADE 4. ADJACENT CMU WALL 5. 2" CONCRETE CURB ALONG THE NORTHEAST SIDE OF THE THE TENNIS COURTS ONLY. 6, INSTALL WEED BARRIER FABRIC 7. FENCE POST SEE DETAIL B, SHEET L2.1 DECOMPOSED GRANITE 1 1/2" IN GROUND COVER AREAS ' IO i1 I I llj I i 111 1111 ! 4' • ••' '!I •. • " 6" 1~----11 .. 4 0 ~ . • .. '-----' 5 LEGEND: 1. CONCRETE MOWSTRIP WITH LIGHT BROOM FINISH ON ALL EXPOSED SURFACES 2. #3 REBAR, CENTERED, CONTINUOUS 3. 112" TOOLED RADIUS 4. FINISH GRADE 5. 90 % COMPACTED SUBGRADE -VERIFY WI SOIL ENGINEER'S REPORT NOTES: A. INSTALL CONTROL JOINT AT 10'-0" O,C. MAX. SPACING B. INSTALL 3/8" BITUMINOUS FELT EXPANSION JOINTS@20'-0" O.C, MAX. W/MASTIC SEALANT. C, PROVIDE 45• MITERED CONTROL JOINT AT 90° CORNERS, MOW CURB WIDTH PER PIAN !II 1"@TURF AREAS 1 1/2"@ SHRUB I GROUND COVER AREAS LEGEND: 1. 2 X 6 REDWOOD HEADERBOARD PER DETAIL 2, 1 X 3 X 16" REDWOOD STAKES@ MIN, 5'-0" O.C. r STAKES SHALL BE PLACED ON SHRUB/ GROUND COVER SIDE AND SET BELOW TOP OF HEADERBOARD, 3. FINISH GRADE OF PLANTER/ TURF AREA REDWOOD HEADER NOT TO SCALE NOT TO SCALE NOT TO SCALE A B C ~--12 LEGEND: 1/8" RADIUS EDGE A. CONTROL JOINT (SCORELINE) 1. 2. 3. 4, 5, PAVING FINISH SURFACE PER PLAN JOINT FILLER PER SPECIFICATIONS BACKER ROD PER SPECIFICATIONS TWO-PART POLYURETHANE SEALANT PER SPECIFICATIONS 6, •• • ' . 1/2" DIA. X 12" LONG STEEL DOWEL @ 24" O.C., PAPER WRAP ONE END B. EXPANSION JOINT C. COLD JOINT CONCRETE JOINTS NOTES: A. LOCATE JOINTS PER 6' MAX. PER SOILS REPORT UNLESS OTHERWISE INDICATED ON PLAN 8, • SEALANT COLOR TO MATCH ADJACENT PAVING 3/4" IF PAVING LESS THAN 4" THICK 1" IF PAVING 4" THICK OR GREATER NOT TO SCALE ~---_,1 J" '-----14 1. CONCRETE PAVING -REFER TO CONSTRUCTION PLAN FOR COLOR AND FINISH • 2, 6X6/10X10 WWM 3. FINISH GRADE 4. 90% COMPACTED SUBGRADE -VERIFY WI SOIL ENGINEER'S REPORT 5, 1/4" TOOLED RADIUS CONCRETE PAVING NOTES: City of Newport Beach Community Services Department MARINERS PARK \ COURT RESERVATION POLICIES / 1, THE COMMUNITY SERVICES DEPARThtENTS INSTRUCTIONAL CLASSES HAVE PRIORITY ON COURTS 1 AND 2. TOURNAMENTS WHEN SCHEDULED \'VILL HAVE PRIORITY ON ALL COURTS, o 2. MAXIMUM PLAY WHEN PEOPLE ARE WAITING IS ONE HOUR FOR SINGLES AND DOUBLES. 3. WAITING PLAYERS WITHOUT A PARTNER CANNOT HOLD A COURT WHEN PLAYERS ARE WAITING. 4. PRIVATE LESSONS BY PERSONS OTHER THAN CITY OF NEWPORT BEACH CITY OFFICES ARE PROHIBITED, 5. NO PLAYING PERMITTED BEFORE: 7 AM AND AFTER 10PM. NOT TO SCALE A. CONTRACTOR TO REMOVE AND SAVE EXISTING TENNIS COURT SIGN FOR REUSE ON NEW TENNIS COURTS. 8, SIGN TO BE MOUNTED TO TENNIS COURT FENCING, LOCATION PER CITY. SECURE SIGN TO TENNIS COURT FENCE WITH NEW BOLTS, RULES AND REGULATIONS NOT TO SCALE TENNIS COURT REPLACE MARINERS PARK, 1330 IRVINE AVE. LANDSCAPE CONSTRUCT! ON e--DESI_GN_ED__!.ll~DR_AWN___,!.ll=VW!!_) CITY OF NEWPORT BEACH P-5192-S PUBLIC WORKS DEPARTMENT SHEET L2 OF 8 D ET Al LS CHECKED JR 0i~ARCH 2004 ,,.. E . ' 6 _, "' 1 2 ,. \ 10'--0" O.C. MAX. 3 4 5 6 XX~)X'.X ~~ 7 X '.X X X ~ X al ~'«~ » ('; ',( ;,Q< >Q< (')( ')(' 0~ )0( 0( ;c 12 ,A 7 1---1=1 °& xx; & ;,Q< :x,:x, & 'x >Q< 5o N<X B 14 x; x.x,x. >(; :)0( X :XXX) X :x 5('i 0( X )O< ~ ?Q< '.X X X X v X 'x>;,Q< Q< 0(0( ,, Q< )<~ 'S,'<<'X X. (: 'x/,'xc:,2 ~O<Y XX Q Qo( 'x o<"x X, X '.X )i: ;'; 'x X 0 X 9 ; ~ >Q ~ X 'x" ~ 'x x 'x"">oi g ~ V' )<,; 7.,)< X)< ~ :X C)C~ :X X) .~ ~..,,. ,_,~~ > '~ <Xz'!il' X . '. LEGEND: 1. TOP RAIL, 1-5/B" O.D. GALVANIZED STEEL PIPE 2. RAIL END, TYPICAL 3. POST CAP, GALVANIZED 4. STRETCHER BAND, TYPICAL 5. STRETCHER BAR, TYPICAL 4' -0" i\ sf, 'x X X ~9 X 'x 'v i(', (')( 0 ,,. 'x" 0 Sc; . , ' ;< & >< » y 'x" 'Sc 'x ~ ~ 0. :x :x XX XX X ;< 'x ;? ,21&'.X X 6. 1-3/4" GRID MESH, 11 GAUGE CHAIN LINK FABRIC WITH KNUCKLED SELVAGE AT TOP AND BOTTOM. 7, POST, 2-7/8" O.D. GALVANIZED STEEL 8. MID--RAIUHORIZONTAL BRACE, 1-5/B" O.D. GALVANIZED STEEL PIPE 9. 1-5/8" O.D. GALVANIZED STEEL PIPE HORIZONTAL BRACE, TYP., CONTINUOUS 2" ABOVE FINISH GRADE 10. FINISHED SURFACE OF TENNIS COURT SLAB 11. GATE FRAME, 1--5/8" O.D. WELDED, GALVANIZED STEEL PIPE 12. HEAVY-DUTY GATE HINGE, (2) PER GATE 13. LOCKABLE LI-LATCH, GALVANIZED STEEL 14. 3/8" DIA. TRUSS ROD W/ TURNBUCKLE, ADJACENT TO GATE LOCATIONS. NOTES: A. PROVIDE LANDSCAPE ARCHITECT W/ (2) SETS OF SHOP DRAWINGS FOR REVIEW AND APPROVAL PRIOR TO FABRICATION. B. ALL WELDS TO BE CONTINUOUS, GROUND SMOOTH. C. ALL CHAINLIINK, CHAINLINK ASSMEBLY, GATES AND BRACES, POSTS AND RAILS TO BE BLACK VINYL COATED. D. CONTRACTOR SHALL BE RESPONSIBLE THAT ALL TENNIS COURT DESIGN IS IN CONFORMANCE WITH THE LISTA STANDARDS AND REGULATIONS. • TENNIS COURT FENCING NOT TO SCALE ~ ON DIAGONAL 10'-0" O.C. MAX. 10'-0' MAX. TYP. OUTER COURT FENCE ELEVATION 10'-0" O.C. MAX. TYP. MIDDLE COURT FENCE ELEVATION TENNIS COURT FENCE ELEVATION • ,. 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' ......... . -.. .-........................................................... ·-:::::::::::::~:::::::z·.-.-.-. -·........ .. .................................................................................................... . .:\//:;::::::::;::::::::::::)pf\0:±:::::::::<::::•·· 5 \: :::::::;: :\::\::::\:/:: • • • • • • • • • • • • • • • • ' • • • • • • • ' • • • • • • • • ' • ' • • • ' ' • • • • • ' • • • ' • • • ' ' • ' • • • • • • • • ' • • • • • • • • • • • • • • ' ' • • • • ' ' • ' • • > • ' • • • • • ' • • • • • • • ' • • • ' • • ' • • ' • • .......................................................................................... , .. , ...... .. PLAN VIEW 1· = 20·-o· LEGEND: 1. 2. 3. PLEXIPAVE COLOR COAT, COLOR: 'FOREST GREEN' 2" WIDE PLEXIPAVE WHITE LINE MARKING, TYP. PLEXIPAVE COLOR COAT, COLOR: 'CALIFORNIA RED' 4, TENNIS NET CENTER TIE PER DETAIL 5, TENNIS COURT NET POST PER DETAIL TENNIS COURT PAVING LEGEND: ' <o .I ..., - 1. TOP RAIL, 1-5/B" O.D. GALVANIZED STEEL PIPE 2. RAIL END, TYPICAL 3. POST CAP, GALVANIZED <:. 51 • "' ' <o ~ ~ ~"' 12" 6" ~--14 "' T; LEGEND: 1. 90% COMPACTED SUBGRADE 2. SELECT CRUSHED MISCELLANEOUS BASE 3, #4 REBAR@ 12" O.C,, CONTINUOUS IN BOTH DIRECTIONS 4. (2) #4 REBAR CONTINUOUS AROUND EACH MONOLITHIC PAVING SECTION 5. SCORE JOINT OR 2X4 METAL KEY@ NET LINE AND BETWEEN COURTS. 6. CONCRETE SPORTS COURT SLAB, NATURAL GRAY, WI LIGHT BROOM FINISH, TO RECEIVE 'PLEXIPAVE' COLOR COATING AND 'PLEXIPAVE' WHITE LINE MARKING PER STRIPING DETAIL AND CONCRETE SURFACING SPECIFICATIONS. 7. SEE THE SPECIFICATIONS FOR MOISTURE BARRIER REQUIREMENTS. NOTES: SUB BASE PREPARATIONS. A. SLAB THICKNESS AND REINFORCING ARE SHOWN FOR BID PURPOSES ONLY. FINAL DESIGN TO BE BASED UPON SOILS REPORT RECOMMENDATIONS AND SHOP DRAWINGS BY STRUCTURAL ENGINEER 8, CONTRACTOR IS REQUIRED TO SUBMIT FOR SHOP DRAWINGS SHOWING POST TENSION SLAB DESIGN PREPARED BY A STRUCTURAL ENGINEER FOR APPROVAL BY CITY C. CONTRACTOR SHALL BE RESPONSIBLE THAT ALL TENNIS COURT DESIGN IS IN CONFORMANCE WITH THE USTA STANDARDS AND REGULATIONS. NOT TO SCALE NOTES: A. PROVIDE LANDSCAPE ARCHITECT W/ (2) SETS OF SHOP DRAWINGS FOR 4. 1-3/4" GRID MESH, 11 GAUGE CHAIN LINK FABRIC WITH KNUCKLED SELVAGE REVIEW AND APPROVAL PRIOR TO FABRICATION. AT TOP AND BOTTOM 5. POST, 2-7/8' O.D. GALVANIZED STEEL 6. MID--RAIUHORIZONTAL BRACE, 1-5/8" O.D. GALVANIZED STEEL PIPE 7. 1-5/8" O.D. GALVANIZED STEEL PIPE HORIZONTAL BRACE, TYP., CONTINUOUS 2" ABOVE FINISH GRADE B. FINISHED SURFACE OF TENNIS COURT SLAB 9. GATE FRAME, 1-5/8" O.D, WELDED, GALVANIZED STEEL PIPE 10. HEAVY-DUTY GATE HINGE, (2) PER GATE 11. U-LATCH, GALVANIZED STEEL 12. - 13. STRETCHER BAND, TYPICAL 14. STRETCHER BAR, TYPICAL 15. 318" DIA. TRUSS ROD W/ TURNBUCKLE, ADJACENT TO GATE LOCATIONS. B. ALL WELDS TO BE CONTINUOUS, GROUND SMOOTH. C. FOR FULL SIZE COURT ENTRY GATES, SEE DETAIL THIS SHEET. D. CONTRACTOR SHALL BE RESPONSIBLE THAT ALL TENNIS COURT DESIGN IS IN CONFORMANCE WITH THE USTA STANDARDS AND REGULATIONS. A B ,. 1 . .. .• • ....... • • ~ '<l.l-l-,r-l--l--l-+--+--+-t--l ,i9' "'1-t--+--+--+-1-+-J..--+---l--' ~ ,-•1:~:::.::::.1:::.1:::.:=:=:=t:i- ¾ 21'-0" /2 M===/:=+==l=/:==----..::..:....:=------'1'1--.,I<.," r7 TO CENTER OF COURT , ¾ _,.....,..__,.._..,._ # ¾. ~ /~-12 I H I,------< 5 .... .:4•<f! . . . ' - LEGEND: ~---< 7 I' 8 1. NET POST & FOUNDATION TUBE SLEEVE, 42'--0" CENTER TO CENTER 2. BOND BEAM, B" X 18" 3. #4 REBAR, CONTINUOUS 4. #3 REBAR@ 24" O.C. • 5. TENNIS COURT SLAB PER DETAIL C, SHEET L2.1 TENNIS COURT NET 6. CONCRETE FOOTING PER MANUFACTURER'S SPECIFICATIONS 7. 1/2"11J GALVANIZED EYEBOLT W/ 1" EYE SET RUNNING SAME DIRECTION AS NET 8. CONCRETE FOOTING 9. EXPANSION JOINT, SEE DETAIL A (B EXPANSION JOINT) "NOTE: CONTRACTOR SHALL BE RESPONSIBLE THAT ALL TENNIS COURT DESIGN IS IN CONFORMANCE WITH THE USTA STANDARDS AND REGULATIONS. NOT TO SCALE 3 --~ •• 2" RAISED CURB OCCURS ONLY AT NORTH SIDE OF TENNIS COURTS ADJACENT TO FIRE STATION. 4 7 LEGEND: • 4.' • " " ., .J 4· ' J 14".0' J EDGE CONDITION 1. NATURAL GRAY COLOR CONCRETE HEADER WITH MEDIUM BROOM FINISH 2. 1/4" EXPANSION JOINT AROUND CIRCUMFERENCE 3. FENCE POST 4. SELECT CRUSHED MISCELLANEOUS BASE. 5. TENNIS COURT SLAB PER DETAIL C, SHEET L2.1 AND SHOP DRAWINGS 6. CONCRETE POST FOOTING 7. 90% COMPACTED SUBGRADE B. #4 REBAR CONTINUOUS NOTES: ~--1a • "' A. SLAB THICKNESS, FOOTINGS AND REINFORCING ARE SHOWN FOR BID PURPOSES ONLY. FINAL DESIGN TO BE BASED UPON SOILS REPORT RECOMMENDATIONS AND SHOP DRAWINGS BY STRUCTURAL ENGINEER. B. CONTRACTOR IS REQUIRED TO SUBMIT FOR SHOP DRAWINGS SHOWING POST TENSION SLAB DESIGN PREPARED BY A STRUCTURAL ENGINEER FOR APPROVAL BY CITY C. CONTRACTOR SHALL BE RESPONSIBLE THAT ALL TENNIS COURT DESIGN IS IN CONFORMANCE WITH THE LISTA STANDARDS AND REGULATIONS. Sign ure 5 3 0 ~ TENNIS COURT FENCE POSTS NOT TO SCALE r;-:a~: \~ell; '3 TENNIS COURT REPLACEMENT MARINERS PARK, 1330 IRVINE AVE. NOT TO SCA E LANDSCAPE CONSTRUCTION nFTAII ~ DESIGNED .II CHEa<ED DRAWN .II vw DAlE . . . . ....... . ... ...... ~ CITY OF NEWPORT BEACH PIJRI 1r, WORKS nFPART FNT P-5192-S 1 C .. I ! • \ I I I I .~ C. I I ~-REFER TO NOTE 'A' AT RIGHT 13 I I ~--ij·--~ 'I I 3/4 ii ti j, : ( I ! I '!, 11 ~I , i' ; I J~ i ;7 I I. i~ I.. 14 ' i -I ~ i ' 1! / I i \ \ 3 4• j ' / J 4• -,~ ii I' !i ' ii ,, l! ii ,I !I i! i ' ' I! ,, II I ji i! !! I I / REFER TO NOTE 'A' AT RIGHT NOTE: ' ' CONTRACTOR SHALL BE RESPONSIBLE FOR THE COMPLETE ADJUSTMENT/MODIFICATION OF EXISTING IRRIGATION SYSTEM WITHIN THIS AND OTHER AREAS AFFECTED BY THE PROPOSED IMPROVEMENTS. ALL LAYOUT SHALL BE CONFIRMED WITH THE CITY PRIOR TO COMMENCING WORK. -- I • ' Ii ii I ii " ii ', ji I ii I! Ii ,! . IR VINE 2· 1/4" 11 4• 11/2 2' 2" 1/4' [j L.., __ , 0 I • \ ·-\J.-,(---------- 7 l-- /:...,. r ,.-(, 11 4• / ___ / .. / ,· / @) . • I I ..,..... • :· 11 __ -: -_ .. --. ,,_,,,----'-'-----------·=.coc.-·-===..---c-.c_, .. __ 0,~.=~i AVENUE I I / I ! I ' / / . • / r I ----------, I I I FIRE STATION FIRE STATION PARKING "-·, ~ ! 3': I_ __ _: ! I ' . ,,,,/ I ,c 1~:~-rlf~1'1 7J .: en I CONTRACTOR IS RESPONSIBLE FOR PROTECTION OF ~LL HARDSCAPE, WALLS, STRUCTURES, PLANT MATERIAL AND UNpERG5,OUND UTILITIES OUTSIDE SCOPE OF WORK OR DESIGNATED TO 11EMAIN AND PROTECT IN PLACE. CONTRACTOR SHALU/REPLApE~f~Nq-OJJST TO THE CITY SHOULD ANY DAMAGE TO THES, ITEM~ ot'qljJR~Y~, -~-1--~-'~j 1---• NOTE A: 1, CONTRACTOR SHALL BE RESPONSIBLE FOR THE COMPLETE ADJUSTMENnJODIFICATION OF EXISTING IRRIGATION SYSTEM WITHIN THIS AND OTHER AREAS AFFECTED BY THE PROPOSED IMPROVEMENTS. ALL LAYOUTS SHALL BE CONFIRMED WITH THE CITY PRIOR TO COMMENCING WORK. 2. CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIR/MODIFICATION OF All ADJACENT IRRIGATION SYSTEM EQUIPMENT THAT IS AFFECTED BY PROPOSED IRRIGATION IMPROVEMENTS. CONTRACTOR SHALL REPAIR SAID SYSTEMS TO A LIKE NEW MANNER, PROVIDING 100% HEAD TO HEAD COVERAGE IN ALL AREAS WITH SYSTEM LAYOUT AS APPROVED BY THE CITY. CONTRACTOR SHALL CONFIRM ALL AREAS REQUIRING MODIFICATION WITH THE CITY PRIOR TO BIDDING WORK AND PRIOR TO COMMENCING WORK. 3, CONTRACTOR SHALL VERIFY ALL SITE CONDITIONS, DIMENSIONS, UNDERGROUND CONDITIONS PRIOR TO COMMENCING WORK. ALL EXISTING IRRIGATION SYSTEMS SHALL BE VERIFIED IN THE FIELD AT START OF CONSTRUCTIONS. ALL EXISTING MAINLINES, RCVS, BACKFLOW DEVICES, CONTROLLERS, ME'TERS, SERVICE LINES, ETC. SHALL BE VERIFIED IN FIELD. ALL EXISTING IRRIGATION EQUIPMENT SHALL BE CLEARLY INDICATED INCLUDING SIZES AND MODEL NUMBERS TO SCALE ON AN ACCURATE BASE DRAWING AND SUBMITTED AS A SHOP DRAWING. SAID SHOP DRAWING SHALL BE SUBMITTED TO THE CITY FOR REVIEW AND APPROVAL. NOTIFY THE CITY IMMEDIATELY IF ANY DISCREPANCIES ARE FOUND. NO WORK SHALL fROCEEO WITHOUT AfPROVAL OF SAID SHOf DRAWINGS, 4. THE CONTRACTOR MUST BE FAMILIAR WITH ANY ADJACENT EXISTING IRRIGATION SYSTEMS. 00 DAMAGE OR • ADJUSTMENTS REQUIRED TO THESE EXISTING ADJACENT IRRIGATION SYSTEMS, INCLUDING REPLACING OR RELOCATING IRRIGATION LINES, HEADS, VALVES, WIRES, ETC. DUE TO GRADING OR CONSTRUCTION FOR THIS PROJECT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND SHALL BE PERFORMED AT NO ADDITIONAL COST TO THE CITY. THE CONTRACTOR SHALL REVIEW WITH THE CITY ANY REQUIRED MODIFICATIONS TO THESE AREAS PRIOR TO COMMENCING WORK. THE CONTRACTOR SHALL NOTIFY THE CITY OF THESE CONDITIONS OR ANY OTHER DISCREPANCIES PRIOR TO COMMENCING WORK. 5. ALL EQUIPMENT LOCATIONS AND PIPE ROUTING SHALL BE STAKED IN THE FIELD FOR REVIEW AND APPROVAL BY THE CITY PRIOR TO INSTALLATION. ALL LAYOUT SHALL BEAS APPROVED BY THE CITY PRIOR TO INSTALLATION. NO EQUIPMENT SHALL BE INSTALLED WITHOUT APPROVAL OF LAYOUT. 6. CONTRACTOR SHALL ADJUST AND CAP OFF EXISTING ADJACENT IRRIGATION SYSTEM IN THIS AREA AS REQUIRED. SYSTEM SHALL PROVIDE 100% HEAD TO HEAD COVERAGE IN ALL AREAS AS APPROVED BY THE CITY. ALL LAYOUT SHALL BE CONFIRMED WITH THE CITY PRIOR TO COMMENCING WORK. 7. CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLETE INSTALLATION OF PROPOSED IRRIGATION EQUIPMENT AND RELATED EQUIPMENT, INCLUDING BUT NOT LIMITED TO R.C.V. CONTROL WIRES, ELECTRICAL WIRES, CONDUIT, REMOTE CONTROL VALVES, ETC. ALL LAYOUT AND EXISTING LOCATIONS SHALL BE CONFIRMED WITH THE CITY PRIOR TO COMMENCING WORK . 8. CONTRACTOR SHALL BE RESPONSIBLE FOR THE COMPLETE REMOVAL AND DISPOSAL OF ALL EXISTING IRRIGATION EQUIPMENT AFFECTED BY THE PROPOSED IRRIGATION IMPROVEMENTS. CONTRACTOR SHALL VERIFY All EQUIPMENT TO BE REMOVED AND DISPOSED OF IN FIELD PRIOR TO COMMENCING WORK. 1. NOTE B: EXISTING CONTROLLER SHALL BE UTILIZED FOR PROPOSED VALVES 1 THROUGH 6 WITHIN THE RENOVATED AREAS. VALVE NUMBERS SHOWN SHALL BE ADJUSTED AS REQUIRED TO UTILIZE THE AVAILABLE OPEN CONTROLLER STATIONS. CONTRACTOR SHALL VERIFY QUANTITY OF OPEN STATIONS OF EXISTING CONTROLLER PRIOR TO BIDDING AND PRIOR TO COMMENCING WORK. SHOULD SAID CONTROLLER NOT CONTAIN ADEQUATE NUMBER OF OPEN STATIONS, CONTRACTOR SHALL NOTIFY THE CITY PRIOR TO BIDDING AND PRIOR TO COMMENCING WORK. CONTRACTOR SHALL BE RESPONSIBLE FOR ROUTING OF IRRIGATION CONTROL WIRE TO EXISTING CONTROLLER. CONTRACTOR SHALL PROVIDE SLEEVING BELOW ALL PAVING BETWEEN EXISTING PLANTERS AND TURF AREAS AND BELOW EXISTING WALKS, AS REQUIRED TO ROUTE CONTROL WIRES TO EXISTING CONTROLLER. VERIFY ALL CONDITIONS AND LAYOUT IN FIELD PRIOR TO BIDDING WORK AND PRIOR TO COMMENCING WORK. CONTRACTOR SHALL DETERMINE PRIOR TO COMPLETING THESE DOCUMENTS IF CONTROLLER HAS SUFFICIENT STATIONS. 2. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL REPAIRS TO EXISTING IRRIGATION, LANDSCAPE AND HARDS CAPE PAMAGEP fY ROUTING NEW WIRES TO CONTROLLER. 3. NOTE: CONTRACTOR SHALL EXERCISE EXTREME CAUTION WHEN WORKING WITHIN THE DRIPLINE OF EXISTING TREES. NO MECHANICAL TRENCHING WITHIN THE DRIP LINE OF THE EXISTING TREE WILL BE ALLOWED, VERIFY ALL LAYOUT IN FIELD WITH CITY'SAUTHOR[ED REPRESENTATIVE. NOTEC: 1. CONTRACTOR SHALL BE RESPONSIBLE FOR CONNECTION OF PROPOSED 2' MAINLINE TO EXISTING 3' MAINLINE (VERIFY ACTUAL SIZE AND LOCATION IN FIELD) DOWNSTREAM OF EXISTING 4' BACKFLOW DEVICE. CONTRACTOR SHALL VERIFY ALL EXISTING MAINLINE CONNECTION POINTS IN FIELD WITH THE CITY PRIOR TO BIDDING WORK AND PRIOR TO COMMENCING WORK. 2. CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING EXISTING BACKFLOW DEVICE AND TESTING FOR PROPER OPERATION. CONFIRM 00 DISCREPANCIES WITH THE CITY PRIOR TO BIDDING WORK AND PRIOR TO COMMENCING WORK. 3. CONTRACTOR SHALL ADJUST ALL HEADS AS REQUIRED TO ACCOMMODATE ANY VERTICAL OBSTRUCTIONS THAT MAY OCCUR, INCLUDING BUT NOT LIMITED TO LIGHT POLES. FIRE HYDRANTS, ETC. VERIFY ALL HEAD LAYOUT WITH THE CITY PRIOR TO COMMENCING WORK. 4. AT EXISTING CONTROLLER, INSTALL PULL BOX AND CONDUITS FOR NEW AND FUTURE WIRES. 5. CONTRACTOR SHALL MEET WITH THE CITY PRIOR TO BEGINNING DEMOLITION OR ANY OTHER WORK. AND WALK SITE TO LOCATE EXISTING CONTROLLER AND LINES AND OTHER IRRIGATION TO BE PROTECTED IN PLACE. 6. CONTRACTOR SHALL PROVIDE FOR THE IRRIGATION OF EXISTING PLANT MATERIAL THROUGHOUT THE CONSTRUCTION PROCESS. ANY DAMAGE DUE TO CONSTRUCTION SHALL BE REfAIRED IMMEDIATELY TO PREVENT ANY LAPSE IN IRRIGATION OF THE EXISTING PLANT MATIERIAL. ANY PLANT MATERIAL AND/OR IRRIGATION DAMAGED AS PART OF CONSTRUCTION SHALL BE REPAIRED TO A LIKE NEW CONDITION AS PART OF CONTRACT. 7. ANY EXISTING IRRIGATION CONTROL VALVES CONNECTED TO EXISTING CONTROLLER SHALL BE RECONNECTED TO EXISTING CONTROLLER. CONFIRM PROPER CONTROLLER OPERATION AND INSTALLATION WITH THE CITY PRIOR TO COMMENCING WORK AND UPON COMPLETION OF WORK. NO DISRUPTION OF EXISTING ADJACENT IRRIGATION SYSTEMS SHALL BE ALLOWED, COMPLETE AUTOMATIC OPERATION SHALL BE MAINTAINED FOR ALL ADJACENT EXISTING IRRIGATION SYSTEMS THROUGHOUT CONSTRUCTION. NOTED: POINT OF CONNECTION SHALL BE CONNECTION DOWNSTREAM OF EXISTING BACKFLOW PREVENTION DEVICE. VERIFY THE ACTUAL LOCATION, SIZE AND WATER PRESSURE IN THE FIELD PRIOR TO STARTING WORK. IF ANY OF THE POC INFORMATION SHOWN ON THESE DRAWING IS FOUND TO BE DIFFERENT THAN THE ACTUAL POC INFORMATION GATHERED IN THE FIELD, IMMEDIATELY NOTIFY THE CITY. SHOULD THE CONTRACTOR FAIL TO VERIFY THE POC INFORMATION ANY CHANGES REQUIRED BY LOW PRESSURE OR VOLUME SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. MINIMUM PRESSURE REQ. DESIGN WATER PRESSURE MAXIMUM SYSTEM DEMAND • NOTEE: 65PSI 60PSI 31 GPM CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING EXISTING IRRIGATION SYSTEM AS-BUil TS FROM THE CITY PRIOR TO COMMENCING WORK. CONTRACTOR SHALL CONFIRM ALL CONNECTION POINTS AND EXISTING IRRIGATION SYSTEMS AFFECTED IN FIELD WITH THE CITY PRIOR TO COMMENCING WORK. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS OF PROPOSED IRRIGATION SYSTEM CONNECTION POINT AND CONTROLLER LOCATION FOR APPROVAL BY THE CITY PRIOR TO COMMENCING WORK. ALL LABOR AND MATERIALS REQUIRED TO IRRIGATE AREAS WITHIN THE LIMITS OF WORK AND TO ADJUST AREAS ADJACENT TO THE LIMITS OF WORK SHALL BE INCLUDED AS PART OF THIS CONTRACT. NO ADDITIONAL COSTS Will BE ALLOWED FOR THE PROPOSED IRRIGATION IMPROVEMENTS OR ADJUSTMENT OF THE EXISTING ADJACENT IRRIGATION SYSTEMS. Sweeney & Associates, Inc. lrrlaatlon D•algn & Con•ultlnu 38730 Sky Canyon Drive, Suite C lbrlet~ CA 92583 Ph 909-461-e830 Fox. 909·461-11850 E~; IDWHntJ'l@nrthHnk.net ···~· •. '••,. • • . -. -• 0 " . . . ' "'"b1'\0q. SCALE: 1" = 10'-0' TENNIS COURT REPLACEMENT MARINERS PARK, 0 5 10 LANDSCAPE IRRIGATION PLANS 20 DESIGNED JB CHEO<ED 30 DRAWN JB DAlE 4 MARCH 2004 1330 IRVINE AVE. CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT P-5192-S SHEET L3 OF 8 .. ,.. "70 , ., VI ,,,.. CII --E .a ,.., ,. r I Vt -. c.o ~ •• 'S -c> ~ ':>' .,. I .. / ... ~-"' II II I • I ·~ I~ 1E I 0 0 ~ ~ "-11~ 0 ~ 1-11~ ~11 • II I I ,v I I I • -. • • ., . -~- -~==:,= •' --· +--- IRRIGATION NOTES 1 THIS DESIGN IS DIAGRAMMATIC. ALL EQUIPMENT SHOWN IN PAVED AREAS IS FOR DESIGN CLARITY ONLY AND IS TO BE INSTALLED WITHIN PLANTING AREAS. 2 3 4 5 THE CONTRACTOR SHALL NOT WILLFULLY INSTALL ANY EQUIPMENT AS SHOWN ON THE PLANS WHEN IT IS OBVIOUS IN THE FIELD THAT UNKNOWN CONDITIONS EXIST THAT WERE NOT EVIDENT AT THE TIME THESE PLANS WERE PREPARED. ANY SUCH CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF THE OWNER'S REPRESENTATIVE PRIOR TO ANY WORK OR THE IRRIGATION CONTRACTOR SHALL ASSUME ALL RESPONSIBILITY FOR ANY FIELD CHANGES DEEMED NECESSARY BY THE OWNER. INSTALL ALL EQUIPMENT AS SHOWN IN THE DETAILS AND SPECIFICATIONS. CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH LOCAL CITY, COUNTY AND STATE REQUIREMENTS FOR BOTH EQUIPMENT AND INSTALLATION. CONTRACTOR IS TO PROVIDE AN ADDITIONAL PILOT WIRE OF A DIFFERENT COLOR FROM CONTROLLER ALONG ENTIRETY OF MAIN LINE TO THE LAST RCV ON EACH AND EVERY LEG OF MAIN LINE. LABEL SPARE WIRES AT BOTH ENDS. ALL PIPE UNDER PAVED AREAS TO BE INSTALLED IN SLEEVING TWICE THE DIAMETER OF THE PIPE CARRIED. SEE LEGEND FOR TYPE. ALL WIRE UNDER PAVED AREAS TO BE INSTALLED IN A SCH. 40 SLEEVE THE SIZE REQUIRED TO EASILY PULL WIRE THROUGH. ALL SLEEVES TO BE INSTALLED WITH A MINIMUM DEPTH AS SHOWN ON THE SLEEVING DETAILS. SLEEVES TO EXTEND AT LEAST 12" PAST THE EDGE OF THE PAVING. 6 ALL QUICK COUPLER AND REMOTE CONTROL VALVES TO BE INSTALLED IN SHRUB OR GROUND COVER AREAS WHERE POSSIBLE. ALL QUICK COUPLER AND REMOTE CONTROL VALVES TO BE INSTALLED AS SHOWN ON THE INSTALLATION DETAILS. INSTALL ALL QUICK COUPLER AND REMOTE CONTROL VALVES WITHIN 18" OF HARDSCAPE. 7 ALL HEADS ARE TO BE INSTALLED WITH THE NOZZLE, SCREEN AND ARCS SHOWN ON THE PLANS. ALL HEADS ARE TO BE ADJUSTED TO PREVENT OVERSPRAY ONTO BUILDINGS, WALLS, FENCES AND HARDSCAPE. THIS INCLUDES, BUT NOT LIMITED TO, ADJUSTMENT OF DIFFUSER PIN OR ADJUSTMENT SCREW, REPLACEMENT OF PRESSURE COMPENSATING SCREENS, REPLACEMENT OF NOZZLES WITH MORE APPROPRIATE RADIUS UNITS AND THE REPLACEMENT OF NOZZLES WITH ADJUSTABLE ARC UNITS. @ • • L f ( ' . I I ! ! • I I I ' • I I I I I EXISTING LIBRARY BUILDING FIRE STATION FIRE STATION PARKING / ·,, I 0 -. ,,/ --· 0 i \ SCALE: 1" = 20' -0" I CONTROLLER LOCATION AND WIRE RUN 0 10 20 40 I! '· SYMBOL Q T H F t, ~ "" '¢' [13 ['3 B EE ~ " e • " Cl e • [J] 11] 62] ILll Im llfil :)(: -@ • NO SYMBOL NO SYMBOL ~ 60 ,-------FINISHED GRADE IN TURF AREAS ,---:=:--PLASTIC ROUND VALVE BOX WITH BOLT DOWN COVER, USE STAINLESS BOLT NUT AND WASHER. HEAT BRAND "OCV" ONTO LID. QUICK COUPLER KEY WITH MALE HOSE BIB CONNECTION AS SHOWN, KEY MUST CLEAR VALVE BOX .-------FINISHED GRADE IN TURF AREAS .-----PLASTIC RECTANGULAR VALVE BOX WITH BOLT DOWN COVER, USE STAINLESS BOLT, NUT, AND WASHER. BOX TO BE PLACED AT RIGHT ANGLE TO HARDSCAPE EDGE. HEAT BRAND "BV" ONTO LID. ,---BALL VALVE, SEE LEGEND FOR SPECIFICATION .---------INSTALL SPRINKLER HEAD FLUSH WITH FINISHED GRADE IN TURF AREAS I------PDP-UP SPRINKLER HEAD, SPRAY OR ROTOR SEE LEGEND FOR SPECIFICATION n-.J-~--1~¥-afff--QUICK COUPLER VALVE ~" m•--FINISHED GRADE IN SHRUB AREAS i mm • ill . 112" INSTALL SPRINKLER HEAD 112" -AllOVE FINISHED GRADE IN SHRUB -m m r AND GROUND COVERS AREAS I NOTE: SEE LEGEND FOR SPEC. ,,--+----GALV. PUNCH LOC (2 REQ.) ~~--+---BRASS NIPPLE (LENGTH,AS REQ.) ,,--BRICK SUPPORTS ~~---BRASS TRIPLE SWING JOINT (SIZE PER QCV) USE TWO STREET ELLS, ONE NIPPLE (6' MIN. LENGTH), AND ONE THREADED ELL FOR ASSEMBLY '----L:SS!'....J--_,__ MAINLINE, SEE SPECS. ---------#4 x 36" REBAR STAKE '----------LANDSCAPE FABRIC '-----------314" ROCK, 1 CUBIC FT. USE TEFLON TAPE ON ALL THREADED FITTINGS TYPICAL. © QUICK COUPLER VAL VE ffil 1111 1l •••• .· ••••• ~I I 1! ~~N~H~Ag:~~l~~~ACTED w, 11ill 2"MI PRESSURE SUPPLY LINE DEPTH AS PER SPECS. JU:r-'t.O, 0 w -.,,;? Q 00 "-----PVC MALE ADAPTER NOTE: ===,:;.:...:;:.c~f.!2:==!'-o!!l~::;;JI~--BRICK SUPPORTS 1 '-------BRASS UNION --------BRASS NIPPLE '----------LANDSCAPE FABRIC '-----------3/4" ROCK, 2 CUBIC FT. BOX TO BE INSTALLED AS TO ALLOW FOR PROPER OPERATION OF BALL VALVE INSTALL AT RIGHT ANGLE TO HARDSCAPE EDGE, INSTALL VALVE OFF-CENTER IN BOX. INSTALL VALVE BOX EXTENSIONS AS REQUIRED TO ACHIEVE PROPER VALVE INSTALLATION AT MAIN LINE DEPTH. ® BALL VALVE 111111111111111 llllll Mlllllll llllllllllllllllllllll llllll-111111111111 , I , , l I l l , , , ,£, ,h" ,i, ,., , ,J, ,I,,,, ,i, ,J,,, ,l, ,l, ,., ,l, "', . .J, •• ,l, "' ,,. ,l, ,,. , , FINISH GRADE NOTE: mwmwmI--- mmrr1i I lffiT UNDISTURBED SOIL ~---PRE-ASSEMBLED TRIPLE SWING JOINT, HUNTER SJ SERIES (OR APPROVED EQUAL) LAY LENGTH TO BE 6" MINIMUM SIZE AS PER SPRINKLER OUTLET I. SCH 40 PVC SxSxT TEE FITTING LATERAL x SPRINKLER INLET SIZE LATERAL LINE, SEE SPECIFICATIONS FOR lYPE AND DEPTH REQUIRED INSTALL SPRINKLER HEADS 6" FROM PAVING EDGE IN GROUND COVER AREAS. INSTALL SPRINKLER HEADS 4" FROM PAVING EDGE IN TURF AREAS. INSTALL SPRINKLER HEADS PLUMB. ADJUST SPRAYS DR NOZZLE STREAM TD COVER LANDSCAPE AREA WITHOUT OVERSPRA Y ONTO PAVING, FENCES, WALLS OR BUILDINGS. POP-UP SPRINKLER .-------FINISH GRADE IN TURF AREAS PLASTIC RECTANGULAR VALVE BOX WITH BOLT DOWN COVER, USE STAINLESS BOLT, NUT, AND WASHER. BOX TO BE PLACED AT RIGHT ANGLE TO HARDSCAPE EDGE. HEAT BRAND "RCV" AND CONTROL STATION# ONTO LID. ffi1 I I 11 lj ~c • B ~111! ~~~:~ ~~~~ ;...,,,h±,!±-,-,±!i±,- 1 --CLEAN COMPACTED BACKFILL -FINISHED GRADE =111 I .•.•. I I INSCH40SLEEVE Im 11 I" I I i PRESSURE MAINLINE I LATERAL LINES, SEE SPECS. IN SHRUB AREAS 111 111 I INSCH40SLEEVE m 111 111 \ 11--= -UNDISTURBED SOIL i'-:'-'-i-'o"'+!~,!;=r,;b!J;---PRESSURE MAINLINE, SEE ml 1111 i 111 I fr jji D / f"l m=m= ~o:~~5:;:JE 11111]1111]111 ___ 1 I 1---; 11-11 ;-· 111_· lllll]IIII ~~c~L~~~~:~E~:R DIMENSION A B 1/2" TO 4" IN SIZE 36" 24" C D 24" 4" OF THE PIPE OR WIRE BUNDLE CARRIED. DETAIL ALSO FOR PIPE INSTALLED IN ROCK SOIL. SPECIFICATIDNS UNDISTURBED SOIL DIMENSION A B C 112" TO 2-112' IN SIZE 16" 12" 4" 3" TO 6" IN SIZE 24" X 4" ® SLEEVE INSTALLATION ® PIPE INSTALLATION MANUFACT. TORO TORO TORO TORO RAINBIRD RAINBIRD P.O.C. MATCO RAIN BIRD GRISWOLD AS APPROVED AS APPROVED AS APPROVED AS APPROVED SPEARS EXISTING EXISTING IRRIGATION MATERIAL LEGEND MODEL NO./ DESCRIPTION GPM PSI 570Z-6P-COM SERIES POP-UP TURF HEAD W/ MPR10-Q/T/H/F NOZZLES .40, .52, . 71, 1.49 30 570Z-6P-COM SERIES POP-UP TURF HEAD W/ MPR12-Q/T/H/F NOZZLES .50, .72, 1.09, 2.19 30 570Z-12P-COM SERIES POP-UP SHRUB HEAD W/ MPR10-Q/T/H/F NOZZLES .40, .52, . 71, 1.49 30 570Z-12P-COM SERIES POP-UP SHRUB HEAD W/ MPR12-Q/T/H/F NOZZLES ,50, .72, 1.09, 2.19 30 5006-PL-XX-SAM 1.0 LA 11.5 LA /3.0 LA H~POPTURF ROTOR HEAD 0.92, 1.38, 2.68 35 5006-PL-XX-SAM 2.5/4.0/8.0 HI-POP TURF ROTOR HEAD 2.17, 3.5, 7.06 35 CONNECTION TO ADJACENT EXISTING 3" PVC PIPE IRRIGATION MAINLINE, VERIFY SIZE, LOCATION, AND STATIC WATER PRESSURE IN FIELD 754 SERIES FULL PORT BALL VALVE, LINE SIZE 44 LRC QUICK COUPLER VALVE DWS-PRV (1" OR 11/2") SERIES PRESSURE REGULATED REMOTE CONTROL VALVE, SIZE AS SHOWN PVC PIPE 3/4" -2" SCH. 40 AS LATERAL LINES 12" BELOW GRADE PVC PIPE 2" CL. 315 AS MAINLINES 18" BELOW GRADE PVC PIPE SCH. 40 AS SLEEVING, TWICE THE DIAMETER OF PIPE OR WIRE BUNDLE CARRIED PLACE BELOW ALL PAVING, HARDSCAPE, ETC., AND AS DIRECTED BY OWNER'S AUTHORIZED REPRESENTATIVE. IRRIGATION CONTROL WIRE #14UF AWG DIRECT BURIAL (U.L. APPROVED) COLOR CODED TO MATCH CIRCUITS DS-400 ORI-SPLICE WIRE CONNECTORS FOR USE ON ALL WIRE CONNECTIONS EXISTING CONTROLLER LOCATED AT NORTHWEST SIDE OF EXISTING LIBRARY BUILDING. RUN FROM EXISTING CONTROLLER TO RADIUS 10 FT 12FT 10FT 12FT 25FT 40FT RELOCATED TENNIS COURTS IS FOR REFERENCE ONLY. THE EXACT LOCATION OF WIRES AND MAINLINE TO BE DETERMINED BY CONTRACTOR. EXISTING CONTROLLER LOCATION FOR IRVINE A VENUE, PROTECT IN PLACE. .------'VALVE NUMBER ~G.P.M. DETAIL A A A A A A NIA B C D E E F E,F,G NIA N/A N/A FEMALE ADAP. SCH.80PVC SCH. 80 UNION fl111!11ll11111ml717111)-~~~-24" WIRE LOOP -;:::::;,!\::;::-\\----VALVEIDTAG ~,-----PVC THD. ELL SCH 80 PVC L----1'""+'-l\----CONTROLVALVE 1"-___ SCH 80 PVC NIPPLE TYP. X~-BRICK SUPPORTS 0-----IRRIGATION MAINLINE '---------3/4' CRUSHED GRAVEL TWO CUBIC FEET LANDSCAPE FABRIC ® REMOTE CONTROL VALVE WATER PRESSURE CALCULATIONS POCNUMBER 1 POCSIZE HYDRAULIC GRADE LINE -POC ELEVATION ELEVATION DIFFERENCE -MINIMUM PRESSURE REQUIRED REMOTE CONTROL VALVE# 5 REMOTE CONTROL VALVE SIZE R.C.V. DEMAND IGPMl 24 TOTAL DEMAND fGPM\ RCV. ELEVATION -STATIC PRESSURE AT R.C.V. SIZE DESCRIPTION PSI LOSS 2" BALL VALVES 4 0.5 2" 50 FEET OF MAINLINE: TYPE Cl. 315 6 1.0 11/2" REMOTE CONTROL VALVE 8 1.7 10% LATERAL LINE LOSS 9 4.0 10% FITTING LOSS 10 2.3 0 ELEVATION CHANGE fP.O.C. TO HIGHEST HEAD\ 11 0.0 TOTAL SYSTEM PRESSURE LOSS (SUM OF#1 THRU #111 12 24.8 PRESSURE REQUIRED AT HEAD 13 35.0 MINIMUM PRESSURE REQUIRED /SUM OF #12 AND# 131 14 59.8 STATIC WATER PRESSURE (FROM ABOVE) 15 65.0 RESIDUAL PRESSURE (SUBTRACT# 14 FROM# 151 16 5.3 Sweeney & Associates, Inc. Irrigation D••lgn a. coneultlnc, 38730 Sky Canyon Drive, Sult• C Murrieta, CA 82563 Ph. 909..t81-8830 Fu. 909-461..aasD E·mall: lswunor1@earthDnk.nat ···~·. '••,. • • 0 • z -< • ,: ' Q ~ " c, , .;: . . "'"01~0~ 2" - 75 11/2" 24 - PSI PSI PSI PSI PSI ·• PSI PSI PSI PSI PSI PSI TENNIS COURT REPLACEMENT MARINERS PARK, 1330 IRVINE AVE. '------VALVE SIZE LANDSCAPE IRRIGATION DETAILS DESIGNED JB CHECKED DRAWN JB CITY OF NEWPORT BEACH P-5192-S DAlE 4 MARCH 2004 PUBLIC WORKS DEPARTMENT SHEET L4 OF 8 • IR VINE LIMIT OF WORK CT) 111111111111111 ···./.· . . . . ' .. \' .. ' ' . . '''''\.·.·· . . .. ' . ' , ' , " . ' .·. I . . .. •••• ' • • • ···1··· , . . , . ' ' SOILS SAMPLE LOCATION #1 --.. AVENUE • FIRE STATION t-· -j "'7~~--,~,<,,,-,,.-•.s~~~..,,,,~•.,-,.,,,.,....,......,_<_,.,•~~-,~,...,,.~•~=-"S'-;""""_,...,_ __ )\; ', :\ ' ' ' ' ' ,, ' ' ·1 I:,• •,•,:, ',. -•~•.,,.;::,,,,,.•,•A,::' ~ :: > :,,.'' ,'.,,: :~•,,; 1: '_': 'i _____ , . ._..._",.,-~.,.,.·~-..-,,.-,~-... ,. .. ~ .... _ .. __ ..,_,_,..__.. ____ .. __ -·J· -_.::: l . ' " ,,, . " ' ' ' ',• ._,-:, ;. ·.:~ .. ,. -~---'• ,'.,,, ;,,,, ·, ___ ;,_,.,2_; FIRE STATION PARKING / I ' '\'' . . ' . ····~·.··· . -, , . ' ' ' / I \ ~: ---<>~·· \ \ J --- • B ---...... PLANT LEGEND SYMBOL BOTANICAL/ COMMON NAME SIZE QUAN. PER DETAIL TREES SHRUBS ~ E2Eill PINUS CANARIENSIS I CANARY ISLAND PINE PINUS CANARIENSIS I CANARY ISLAND PINE 24" BOX HEMEROCAUS HYBRIDUS ORANGE/ 1 GALLON / DAYLIL Y 24" O.C. LAVEN DULA ANGUSTIFOLIA/ 5 GALLON/ ENGLISH LAVENDER 36" O.C. PENNISETUM RUBRA 'CUPREUM'/ 1 GALLON/ FOUNTAIN GRASS 36" O.C. SCENECIO MANDRAUSCAE N.C.N. AGRONO TEC 3A BALLFIELD MIX FLATS/ 12uo.c. SOD 1 EA. 717 SQ. FT. 135 EA. 25EA. 2,064 SQ. FT. APPROX 2,446 SQ. FT. FOR PLANTING NOTES AND DETAILS - SEE SHEET L6 SHEETL6 C TO REMAIN AND PROTECT IN PLACE A,B A,B A,B A,B A,B CONTRACTOR IS RESPONSIBLE FOR PROTECTION OF ALL HARDSCAPE, WALLS, STRUCTURES, PLANT MATERIAL AND UNDERGROUND UTILITIES OUTSIDE SCOPE OF WORK OR DESIGNATED TO REMAIN AND PROTECT IN PLACE. CONTRACTOR SHALL REPLACE AT NO COST TO THE CITY SHOULD ANY DAMAGE TO THESE ITEMS OCCUR. SCALE: 1" = 1 O' -0" 0 5 10 20 30 TENNIS COURT REPLACEMENT MARINERS PARK, 1330 IRVINE AVE. LANDSCAPE PLANTING PLAN DESIGNED .13 DRAWN .13 WI CITY OF NEWPORT BEACH P-5192-S 1 f-,._.,=--=-+---=s..:.:..:..c..; CHECKED DATE PUBLIC WORKS DEPARTMENT SHEET LS OF 8 JR 4 MARCH 2004 l Q -..c ,. PLANTING NOTES A. REFER TO PLANTING SPECIFICATIONS AND DETAILS FOR SOIL PREPARATION, FERTILIZATION, MULCHING AND OTHER PLANTING INFORMATION. B. NOTIFY THE CITY 48 HOURS PRIOR TO COMMENCEMENT OF WORK TO COORDINATE PROJECT INSPECTION SCHEDULES. C. LOCATION OF N.I.C. CONSTRUCTION ELEMENTS SUCH AS LIGHTS, SIGNS, VENTS, HYDRANTS, TRANSFORMERS, ETC. ARE APPROXIMATE. NOTIFY THE CITY IMMEDIATELY SHOULD THE LOCATION OF THESE ITEMS INTERFERE WITH THE PROPER EXECUTION OF WORK. D. OBTAIN ALL SOIL FOR LANDSCAPE PLANTING AREAS OR BERMS FROM ON-SITE EXCAVATIONS. SHOULD IMPORT SOIL BE NECESSARY, SUBMIT IMPORT SOIL TESTING RESULTS TO THE CITY FOR APPROVAL PRIOR TO IMPORTATION. SOIL SHALL BE SANDY LOAM CONTAINING NO TOXIC CHEMICALS OR ELEMENTS WHICH MAY INHIBIT OR RETARD NORMAL PLANT GROWTH. E. AFTER ROUGH GRADES HAVE BEEN ESTABLISHED IN PLANTING AR~S. HAVE SOIL SAMPLES TAKEN AT THE LOCATIONS INDICATED BY DESIGNATION \'.'.pl. HAVE SAMPLES TESTED BY SOIL AND PLANT LAB, (714) 558-8333 OR APPROVED EQUAL, FOR SOIL FERTILITY, AGRICULTURAL SUITABILITY TEST AND SOIL PREPARATION RECOMMENDATIONS. TAKE TWO SAMPLES AT EACH LOCATION: (1) GROUND LEVEL TO 10" DEEP, (2) 24" TO 36" DEEP. EACH SAMPLE SHALL CONTAIN APPROXIMATELY 1 QUART OF SOIL TO BE LABELED PER LOCATION AND DEPTH. INSTALL SOIL PREPARATION AND BACK FILL MIX TO CONFORM TO THESE RECOMMENDATIONS ONLY UPON RECEIPT OF WRITTEN CHANGE ORDER FROM THE CITY. SUBMIT SOIL REPORT TO THE CITY PRIOR TO PLANTING. F. KILL AND REMOVE ALL EXISTING WEEDS FROM SITE AREAS PER SPECIFICATIONS. G. ASSURE POSITIVE DRAINAGE IN ALL PLANTING AREAS, 2% MINIMUM. H. LOCATE AND TAG ALL PLANT MATERIAL. MATERIAL SHALL BE IN CONFORMANCE WITH PLANTING PLAN DESCRIPTIONS AND SPECIFICATIONS. ALL PLANT MATERIAL IS SUBJECT TO REVIEW AND APPROVAL PRIOR TO INSTALLATION. PROVIDE PHOTOS OF REPRESENTATIVE EXAMPLES OF EACH TAGGED BLOCK TO THE CITY MINIMUM 21 DAYS BEFORE ANTIC IPA TED DELIVERY. PHOTOS SHALL INCLUDE A PERSON FOR SCALE PURPOSES. THE CITY MAY OPT TO REVIEW MATERIAL AT GROWING NURSERY. MATERIAL DELIVERED TO THE SITE MAY BE REJECTED BASED ON UNHEALTHFUL APPEARANCE OR NON-CONFORMANCE WITH SPECIFICATIONS EVEN IF PREVIOUSLY REVIEWED BY THE CITY. I. FINAL LOCATION OF ALL PLANT MATERIALS SHALL BE SUBJECT TO THE APPROVAL OF THE CITY. J. PLANTING QUANTITIES ARE GIVEN FOR CONVENIENCE ONLY. PLANT SYMBOLS AND SPECIFIED SPACING SHALL TAKE PRECEDENCE. L. AT EDGES OF PLANTING AREAS, THE CENTER LINE OF THE LAST ROW OF SHRUBS AND/OR GROUND COVER SHALL BE LOCATED NO FARTHER FROM THE EDGE THAN ONE-HALF THE SPECIFIED ON CENTER SPACING. M. INSTALL GROUND COVER AND/OR SHRUB MASSES WITH TRIANGULAR SPACING UNLESS OTHERWISE INDICATED. N. ALL CURVE TO CURVE AND CURVE TO TANGENT LINES SHALL ~E NEAT, TRIM, SMOOTH AND UNIFORM. 0. REMOVE ALL NURSERY STAKES AND ESPALIER RACKS IMMEDIATELY AFTER INSTALLATION UPON PROVIDING SUPPORT PER PLAN. P. DURING THE LENGTH OF THE GUARANTEE PERIOD, BE RESPONSIBLE FOR PROPER STAKING AND/OR GUYING OF TREES TO ENSURE STABILITY. Q. MULCH ALL LANDSCAPE AREAS (EXCLUDING TURF) HAVING LESS THAN A 2:1 SLOPE WITH A 4" DEEP LA YER OF "FOREST FLOOR", OR EQUAL, SUPPLIED BY AQUANAGUA FERTILIZER CO., (949) 786-9558, OR APPROVED EQUAL AT THE CONCLUSION OF PLANTING OPERATIONS. LANDSCAPE PLANTING DETAILS A B C NOTES A. ALL SHRUBS/GROUND COVERS SHALL BE PLANTED AT EQUAL SPACING (TRIANGULAR) UNLESS OTHERWISE INDICATED ON PLANS. SEE LEGEND FOR SPACING REQUIREMENTS. SHRUB / GROUND COVER SPACING DG>rH OFROOra.4U. Pwso· LEGEND 1. ONE THROUC:iH FIFTEEN GALLON CONTAINER SIZE Pl.J\NT 2. WATER BASIN-MIN, 4" DEPTH. REMOVE BASIN AFTER MAINTENANCE PERIOD 3. FINISHED GRAOE. 4, AMENDED BACKFILL MIX-SEE SPECIFICATIONS. TAMP OR WATER SETTLE SO PLANT DOES NOT SINK AFTER PLANTING 5. FERTILIZING TABLETS. SEE SPECIFICATIONS 6. ROOTBALL OF PLANT ~MUST NOT BE ROOTBOUND. LOOSEN ANY TIGHT ..PACKED ROOTS 7. EXISTING SOIL 8. ~cRaWN~ OF PLANT MUST NOT BE BURIED BELOW LEVEL OF SURROUNDING SOIL SHRUB PLANTING IJ-----{2 l SEESPEC. l ~ ; 8 2X DIA. OFROOTBAU. TREE TRUNK PLAN VIEW LEGEND 1. TBAR, VINYL FOLD AND SECURE, (3) ZIP TIES PER THE REDQY STAKE SiYSTEM REQUIREMENTS 2. REDDY STAKE SYSTEM. INSTALL PER MANUFACTURER'S SPECIFICATIONS 3, WATER BASIN. 3s MIN, DEPTH AFTER WATERING BY HOSE. REMOVE BASIN IN lJ\WN AREAS AND N3 DIRECTED BY LANDSCAPE ARCHITECT, 4. FINISHED GRADE. 5. AMENDED BACKFILL SEE SPECIFICATIONS FOR MIX AND ?IT SIZE. 6, 21 GRAM PLANT TABLET. SEE SPECIFICATIONS. 7. EXISTING SOIL 8. SCARIFY SIDES AND BOTTOM OF PLANTING PIT 9. ARBOR-GARD TRUNK PROTECTOR FOR USE IN TURF AREAS 10, SET TOP OF ROOTBALl. 3• ABOVE SURROUNDING GRADE AND SLOPE FOR DRAINAGE. 11. INST ALL #UB24-2 ROOT BARRIER PER PLAN AS MGF'D BY DEEP ROOT CORP. (800) 458-7688. 12. INSTALL BREATHER TUBES, 2112" DIA. PERFORATED PVC PIPE WRAPPED WITH FILTER FABRIC SEE PLANTING PLAN FOR LOCATIONS 13. TAB ANO ANTI ROTATION PIN. PER REDDY STAKE SYSTEM. NOTE: MAINTAIN TURF 3• CLEAR FROM TREE TRUNK. TREE PLANTING DESIGNED .II DRAWN .II vw CHECKED DATE 4 MARCH 200-4 TENNIS COURT REPLACEM MARINERS PARK, 1330 IRVINE AVE. CITY OF NEWPORT BEACH P-5192-S PUBLIC WORKS DEPARTMENT SHEET L6 oF8 ,J ,. I OJ -u / u, C C "' I- V) ~ "' '" .c IJ) / u, w -u 0 u ;;;' 0 r---0 OJ N N / -, GRADING GENERAL NOTES= 1. SITE GRADING TO BE PERFORMED IN ACCORDANCE WITH THE APPROVED PROJECT GEOTECHNICAL REPORT BY GEOTECHNICAL SOLUTIONS INC., DATED MAY 8, 2002. 2. OVEREXCAVATION AND COMPACTION REQUIREMENTS PER DEMOLITION PLAN SHEET C-0. 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING AND PROTECTING ALL EXISTING UTILITIES WITHIN THE CONSTRUCTION AREA, WHETHER SHOWN OR NOT SHOWN. IT SHALL BE HIS RESPONSIBILITY TO ASCERTAIN AND VERIFY THE TRUE LOCATION OF UNDERGROUND UTILITY PIPES AND/OR STRUCTURES PRIOR THE START OF CONSTRUCTION AND TO LOCATE AND PROTECT UTILITY LINES AND/OR STRUCTURES WHETHER SHOWN OR NOT SHOWN. IT IS ALSO HIS RESPONSIBLILITY TO NOTIFY THE OWNERS OF THE UTILITIES AND/OR SUBSTRUCTURES INVOLVED BEFORE STARTING WORK. 4. CONCRETE SLAB FINISHED SURFACE PER DETAIL HEREON. SEE TENNIS COURT PLANS FOR STRUCTURAL SECTION. ' 5. SEE LANDSCAPE PLANS FOR HARDSCAPE AND OTHER DETAILS . • CONSTRUCTION NOTES: 0-POST TENSIONED CONCRETE SLAB PER TENNIS COURT PLANS 0-CONSTRUCT HARDSCAPE PER LANDSCAPE PLANS 0-GRADE DRAINAGE SWA.LE, SLOPE TO DRAIN BENCH MARK NB6-21-92 ELEVATION=87.259(FT) (NAVO 88) ESTABLISHED BY ORANGE COUNTY SURVEY 1992 AT BAYCREST ROAD, 80 FT. SOUTHEASTERLY OF THE CENTERLINE OF IRVINE AVENUE, 18 FT. SOUTHWESTERLY OF THE CENTERLINE OF BAYCREST ROAD, SET AT THE EASTERLY CORNER OF A 4 FT. BY 5 FT. CATCH BASIN, 1 FT. BEHIND CURB FACE. BASIS OF BEARINGS BEARINGS SHOWN HEREON ARE BASED ON A DIRECT INVERSE BETWEEN OCS. GPS POINTS #6236R1 TO #6237R1 BEING NORTH 47"36'58" EAST, RECORDS OF ORANGE SURVEY OFFICE. Proposed Ground -~ 83.0± "" Existing Fire Station Proposed nnis Court Light [) SBC .---.:----Cabinet □ ..... ~\ 82.3± I I j ' i "'\ 82.30 FL I I I I I I DETAIL® SCALE 1 "=41 ~ :r: u z /I EXISTING VARIES . .BLOCK WALL (3.9' TO 4.5') ~ ,:-...---,-....,1_;-'+ft.f, FS I EG 1 ; !l=I II= ~-1 J "' '1'± n~ ---• -I-' __ •·=Ill :r: ------.). •II, u ~ . • ;i2· -~ '. •. • " 0 "' \ ELECTRICAL CONDUIT PER SHEET El -~ -j IRRIGATION PIPE PER SHEET L3 NOTE: ADDITIONAL INFORMATION IS SHOWN ON TENNIS COURT PLANS DETAIL® NTS ~ NOTE: ADDITIONAL INFORMATION IS SHOWN ON TENNIS COURT PLANS DETAIL ED NTS ~ r--EXISTING FIRE \ -STATION PARKING \ 0 ABBREVIATIONS FG = FINISHED GRADE FS = FINISHED SURFACE FL = FLOW LINE GB = GRADE BRAKE HP = HIGH POINT LP = LOW POINT I I I 5 10 20 SCALE: l "= l 0' / IRVINE A VENUE ~ / ~ //o--+-o 6 CO RTS I _) (83.2±) - ~ .9Y l p. 03/3 \ ':>:, c,v1 ~s9-Cl-\..\ GRADING PLAN & DETAILS ' ---·""---·---··- I ----~·----- 1 V _! fl f.-,-f I W 1 ! I I I ! '. II I ! ~ I I 4----"'!-....::;,--I'" i 1 : .• I I : I I • I I I I "-.J ~, v·1~, I I 'ti I -1 I ! I I 1 I I ! I I '' \: : ;1 l I I I • e--1+1-. I I 'I I , I I I I I e--1+1-I I ; rFL0 J f ( \ 2-INCH CURB PER DETAIL B 11 ! 1 EXIST. BLOCK WALL lli_u·. &C •• F. I I i I I I ; N I I I I EXISTING FIRE STATIOFJ TENNIS COURT REPLACEMENT MARINERS PARK, 1330 IRVINE AVE. DESIGNED DRAWN FZ JT CITY OF NEWPORT BEACH P-5192-S CHECKED DATE MM 4 MAR 2004 PUBLIC WORKS DEPARTMENT SHEET C 1 OF 3 N u / tr) GENERAL NOTES: • 1. SEE LANDSCAPE PLANS FOR HARDSCAPE AND OTHER DETAILS. 2. TENNIS COURTS ALIGNMENT IS PARALLEL TO IRVINE AVENUE. IR VINE \ \ \ \ \ I ,.~--EXISTING TENNIS COURTS _) \.:-.-'-,. ~'-- BENCH MARK NB6-21-92 ELEVATION=87.259(FT) (NAVO 88) ESTABLISHED BY ORANGE COUNTY SURVEY 1992 AT BAYCREST ROAD, 80 FT. SOUTHEASTERLY OF THE CENTERLINE OF IRVINE AVENUE, 18 FT. SOUTHWESTERLY OF THE CENTERLINE OF BAYCREST ROAD, SET AT THE EASTERLY CORNER OF A 4 FT. BY 5 FT. CATCH BASIN, -1 FT. --BEHIND - CURB FACE. BASIS OF BEARINGS BEARINGS SHOWN HEREON ARE BASED ON A DIRECT INVERSE BETWEEN OCS. GPS POINTS #6236R1 TO #6227R1 BEING NORTH 47'36'58" EAST, RECORDS OF ORANGE SURVEY OFFICE. NORTHING 2178574.065 2180368.490 EASTING 6058700.110 6060666.366 0 ELEVATION 10 91.79 81.77 20 CONTROLS GPS 6236R1 GPS 6227R1 40 SCALE: l "=20' AVENUE N N "' ,w rn N 0 N '" ..,. ' (/) 0 N N LI) - w ' rn N 0 N ~ (/) 0 0 0 N - 0 1' .s,._4 C IV\ (~<;:_" 495.48' N40"39'31 "E ' /-r- ~ ' ... - 213.63' N40"39'31"E' ------------------ 120' -1 -----------_, -:,.,<~ / •='- I ''ls ,h--. //(/="'=-=-CC·· "="="""=-=--="E--=-:-C"I·· :E-=-=1· 'I;)* ~J FIRE STATION r u----i----;U I I I I I PRC 0 0SED 7 TEN <IS COU I / / □ T! ' i PL~ -~, ,: ( SBC CABINET ' q n Ii FIRE STATION PARKING 1 -3: ' OJ N 0 N ~I z i ' • I N 2178278.2379-1---- E 6058511 .3364 I i +- I I I 'o I C:I ,.._ ,.._ N LJ--t-:::J ! 1 ..... :::J 0 DESIGNED DRAWN HORIZONTAL CONTROL. PLAN FZ JT CHECKED DATE MM 4 MAR 2004 ;::: OJ N ~I ~I zj I I TENNIS COURT REPLACEMENT MARINERS PARK, 1330 IRVINE AVE. CITY OF NEWPORT BEACH P-5192-S PUBLIC WORKS DEPARTMENT SHEET C2 OF 3 Cl\ :r :-t-,., ~ V, st 0 " n 0 ' n : i I ; . I \ \ .------ SITE GENERAL NOTES= 1. SEE ELECTRICAL PLANS FOR RELOCATION OF EXISTING POWER POLE & RECONNECTION. 2. SEE GRADING PLANS FOR ADDITIONAL INFORMATION. 3. SEE LANDSCAPE PLANS FOR DETAILED LOCATION OF HARDSCAPE. 4. CONTRACTOR TO REPLACE/RECONSTRUCT ALL FEATURES IMPACTED BY-1.MPROVEMENTS -WITHIN_ STREE7' RIGHT OF WAY SITE DISPOSITION NOTES, @-PROTECT IN PLACE (ITEM AS NOTED) 0--REMOVE (ITEM AS NOTED) 0-sAWCUT (LOCATION PER LANDSCAPE PLANS) G}-RELOCATE (ITEM AS NOTED) 0-SALVAGE PER CITY'S DIRECTION G-"----'-'--G----G----() G G G G -w----w----w ----w ----w ----w ----w ----vi;"-P ____ w ----w ----w---~ w -'----'-'--' w.---~ w ----VI \ w VI I '-' I 0 IRVINE AVENUE --GJ ELEC. CONDUIT (*) ---w---~w----w--- troc ••• • L PL • ,/ > ~-----,'--_ -a.-/E(U_• G) •· • . •• E(UG) .{ E(UG_)/1/ /' 1 ~T. FENCE [ • '\. •-_.·I\ S'c /::>-I 1.-/ ' -,/ •-• -. / ---( -~ TRANSFOR~ER (•) '\. • , -, . I J ____ (cJn)3 . -("n(illl_ )3-=====-U5or(?,rlli 0 e-.:: __ = ___ = __ ==_ ==;I • ~ l r.,i· UNDERGOUND • 1 _ / / 1.7 ELEC. j 1 1 \ \ ~ l ----(on)3 " )~ L!1 l__'.j CONDUIT (*) / ·. ·-. C -"7...'.J CONDUIT (•) ' •• ' .-··1 4 EXIST._ LIGHTS TO • --_ I + ~ i.71 ELEC CABINET• (•) ·.• • NEW TENNIS COURTS -r----------------· ------. ~ · PER cITY's DIRECTION ~ 1isT. METER & \J // : • - -------• " // -= • --• ---.--·_ ~ EXIST. coNcRm PAD 12] ! • l 10 20 40 SCALE: 1 "=20' LIGHT POLES \, ✓--_-UNDERGROUNDi.7, (/ •.•V/ r-;;-i2 BATTING CAGE_ J 'h / -', "'-L'.J » L=J CONG. SLAB---/ , 7 f-;;-J _,._,..,,, I ~ \ • 0 CONDUIT L=J TREE =-~ ~ [A / /I ,I ---,,..........---.......,,,....,,"-ir~ }-----\ ~ / rr \ G7 CONG. WALK t· --~ I I .1 r,7 EXIST. SBC CABINET I L'.J . -----..._ (•) TRF~NRSF~u~~i~G'l ,J -□ I\ -[D TREE< , 1171-.lll(.,--...J-'.-.I _JJ \ fTl ~ C C) ~ \ LIBRARY L.'.J j • , \ 'I-!---+-,---1 • ~ -i . 1 _ (on)3 '\ -'2 G) . \ \ ~ fTl 0 . ~ )\ EXISTING TEN IS COURTS -~ 1~ WITHIN OVEREXCAVATI@ UMITS, o CLEAR & GRUB, EXCAV:~rt:-2' O" BELOW ROUGH GRADE & PROVIDE • -SOIL TEST TO CITY FOR IRECTION. RECOMPACT PER SOIL REPORT. EXIST. LIGHTS TO --------• i.l NEW TENNIS COURTS -~ L.:J PER CITY'S DIRECTION - & SHEET E1 ~ LIGHT POLES APPROXIMATE LOCATION ---oF CONSTRUCTION FENCE NOTES: (•) ELECTRICAL ITEMS TO BE BUILT -PER ELECTRICAL SHEETS ·E3 & E4 - BEFORE DISPOSITIONS SHOWN ON THIS PLAN TAKE PLACE. FOR IRRIGATION ITEMS SEE IRRIGATION PLAN SHEET L3 & L4. j ~('. I I I __ r.7 ELEC. ____.-E EXCAVA _ION LIM! S !D 1:i' 1 ::,,;---~ CONDUIT (•) -\ / Hi rGJ EXISTING FIRE STATION j eeoe s ,· rr~s co, ;s -/-_ ~-l """' \ i-r.::1 ~-r1~2f:i:-li· --I \ I 0 TREE ./ j I □--□ I APPROXIMATE LOCATION '----OF CONSTRUCTION FENCE CONTRACTOR TO COORDINATE TRANSFER OF LIGHTS WITH THE CITY TO OPTIMIZE USAGE OF THE COURTS ~ }3LEACHERS fTl ~ C 8 DESIGNED DRAWN DEMOLITION & ROUGH GRADING PLAN FZ JT CHECKED DATE . I MM 4 MAR 2004 ' I (/) (/) (/) (/) (/) (/) (/) (/) (/) (/) 1:2 I I I I ' I I I I I , i 1 J I J TENNIS COURT REPLACEMENT MARINERS PARK, 1330 IRVINE AVE. CITY OF NEWPORT BEACH P-5192-S PUBLIC WORKS DEPARTMENT SHEET CO OF 3 11 ri1 ;. I -"" (I> ' ~ ~ () l C + ~ ~ 1 .. 4' a ...,.. \ t ti ... :i &3'·12'' (TYPICAL) 'I ' " ' ':J,11 ®1 I I @~ I + I I I IRVIl\JE p,. \lF.1\lJE [>(] L . :~·, ...... / ... ;;., .. _ ... .,,..~. ,_:.:-• . ...:..,._;_,;:_,_.~·----~---,:-.... ·-·· _, .. -. I· ·; F .-"-~ [J (] "-4 \,,.,,,,/ r". '=! < ,_, l-' J ~ -· '-1 -,,.~.,..1 ,.._ ./ -~ t7: ELECTRICAL SYMBOLS LIST ALL &'T"MeOL5 MA'!" Ne:>'!' AP'l"I..'!" TO 'Tl-II& ~Jl:C,T. FI.UO!<E&CENT LIGI-ITING FIXTlJ!'IE -AS NOTED ON PRAlo!IN:!o& !:XTERI= WALL PACK J.IALL MOlM"EP LIGHTING Fl><TUl<E -Ae NOTED ON Pl'IAI-IIN:!o& CEILING MOlM"EP LIGHTING FIX"T\11',E • Ae NOTED ON Pl'IAI-IIN:!o& INDICATE& NICil-lTI.IGI-IT = ~y FIXl1.ll'<E • Ae NOl1:P ON Pl'IAI-IIN:!o& SINGLE l'ECEPT ACLE • Ill' = Ae NOtEP ON PFeAl-,ING PIJF'L.EX CONVENIENCE OUTLET MOUNTED AT .ie• = Ae NOl1:P FOU-..ex l'!ECEPT ACLE, MOUNTED AT <!e'=ASNOll:P PIJF'L.EX CONYENIENCE OUTLET MOUNTED AeOYE c:o..NTEFl ~ EXACT MOUNT- ING HEIGHT Wm-I AFic:HITECTURAL. EL.EV. 5PECAL OUTLET Ae NOTED ON PH:.S DEDICATED OUTLET AT <le' OR A& NOTED. •~eeELL' 'IG5262 (ORANGE'.) RECEPTACLE WITI-I I601..ATED 6RC:l\.tlP Fl.1.151-1 FI.OOR FOWE1'I: OUTLET -·~eeELL' '5242'! eox WITI-I '93&2!, COVER Fl.ATE, DUPLEX GRCll.NPING TYPE RECEPTACLE AND '930l:l2 CARf'ET Fl.ANGE IN ALL CA-TEP A!'<EAe. Fl.1.151-1 FLOOR TELEF'I-IONE OUTLET - 'l-ll '!''13EI L' '52421 eox WITI-I '62425 ~ Fl.ATE AND '9301>2 Cl 4 El FLANGE IN A1..L C 6 Z El Ea Al'ilEM I> • INDICATES TELEF'I-IONE TYPE eox AND . COVER Fl.ATE AT.<le' = Ae NOTED ~ PATA TEi;MINAL = CRT. f'li<OYIPE CAel.E ANDI OR CONDUIT A& NOTED ► • TELEF'I-IONE OUTLET AT <le"= Ae NOTED. F\ll'"Nl&i-1 (I) 314" CONDUIT WIT!-1 FULL WI!'<£ TO TELEF'I-IONE MOUNTING eo~ = Ae NOTED G) • JllsCTION l!IOX IN ACCE55Ie1LE LOCATION n n 17\ JIJ-ICTION l!IOX IN ACCE55IeLE LOCATION • '"\V O WITI-I Fl.EXleLE CONDUIT COJ+IECTION TO EQUIR"JENT A& NOTED SHEET KEYNOTES: f>I-IOTOCEI I ON ROOF < AIM NORrl-1!, Toi.I< "2101 OR AF'F'ROYEP EQUAL lral • AeTl'IC!',IOMIC;;, POLE LIGHTING TIME• SWITCl-1, ToraK "13IDCl>Z = AF'F'l'IOYEP EQUAL ,,...--...._ • INDICATES Cll'<CLIIT IN CONDUIT f-0:.N IN FLOOR OR~=~ ,,,..----..__ • INDICATE& Cll'<CUIT IN CONDUIT CON- CEAi ED IN WALL& = AeoVE CEILING ,,..--...... • INDICATE& J.lOME!U-,1 TO PANELBO~ =A&NOTEP ,_ • PANE:Leo~ -MOUNT AT •'•6' TO TOP -eu!'11"ACE MOUNTED ......,., PANE:Leo~ • MOUNT AT •'·6" TO TOP • FLU51-1 MOUNTED [gj • MOT= CONTROLLER • F\IJ;Nl5J.lEP WITI-I MOTOR () • MOT= • SIZE AS INDICATED ON PH:.S. LO , Pl&cclN'ECT SWITCl-1 • SIZE AND F\15E!l AS PER MANU'ACTUl'<ER'& RECOMMENPAT• IONS <i..EA Tl-lEl<'ROOF WHEl'!E CIUT5IPEJ $M • 1-1.P. RATED MANUAL MOTOR STARTER (W.P. WHERE CIUT&IPE! $ . SINGI..E POLE SWITCl-1 MTP. AT-•= A&NOTEP $• • TWO POLE &WITCM MOUNTED AT -• OR A&NOTEP $a • Tl-ll'<EE WA"!"" &WITCM MOlM"EP AT -• = A!INOTEP $• • FOUR WAY SWITCl-1 MOUNTED AT -• = AeNOTEP e--• CONDUIT ~ING uP o-• CONDUIT ~ING DOWN @ • 51-JE-= EXIT SIGN, SEE LIGI-ITING FIX"T\11',E 5Cl-lEDUl.E ~ 5PEClflCATION r.j'\ EXISTING INEH> PAD HOUolTED ~ 5Y eouna.,,i CALIFO!<,jlA \...:...J EDl&ON. COOl'!DINATE AU. FiEGlJll<EHENT!l AND Tl£ EXACT LOCATION. 0 EXISTING INEH> FRJM;!RY ELECTRCAL &ER.V1CE CONDUIT IN&T Al.I.ED All P.AJ!ff OF Tl£ Fil<£ STATION. LIMAAY F!<OJECT. VERIPr AU. FiEGlJll<EHENT!l J.IITI-I eouna.,,J CALIFO!<,jlA EDISON. -4 ¥ TJ.W,J oJ • I ¥ OJ Gl'IND., I' PYC CONDUIT. 4 6 ¥ TJ.W,J CU • I ¥ CU Gl'IND., I" PYC CONDUIT. 5 10 'lei TJ.W,J OJ • I 'lei CU Gl'IND .• l•V-4" PYC CONDUIT. 0 ® 0 @) @ @ @ ® FROYIDE (I) 4' CONDUIT TO Tl£ EXl&TING 113+115 CQJRT EIEFMCE HETEI<, FOR ~ EIEFMCE. C00!4::>INATE 1<£GlJll431ENTS J.IIT!-1 ~ CALIFOl,NIA EDl&ON. FIELD VER1Pr Tl£ EXl6TJNc. LOCATION AND FiECONoECT Tl£ EXISTING -re-HI& COJF!T l!ERYICE. NOTE TI-IAT ,i,N""( Clfi!CUIT6 IN Ti-1I6 &ER.V1CE TI-IAT WILL NEED TO REMAIN 5H.AU. FiEGlJIFiE EXTEN!llON TO Tl-IE NEJol PANEL 'A'. FIELD '>'l:RIFY. F!slOVIDE 14! 5" llECGlNDARr ELECTRCAL l!ERYICE CONDUIT !11ll60UT& FOR FUT1.IFiE EXTEN!llON TO Tl£ NEJol LI_,-ELEClRICAL l!ERYICE. ~ &rue OJT LOCATION J.IIT!-1 S.C.E. -AMF eECONDARr El.ECTRCAL l!ERYICE. eEE Tl£ ONE LINE DIAGR.4M, 61-EET E2. FOR F<EGlJl1431ENTS. -AMF ELEClRICAL l!ERYICE l!J.IIT=AFID. eEE Tl£ ONE LINE DIAGR,411. 61-EET E2, FOR REGlJIFll3"ENT&. VER1Pr IN&TALLATlal LOCATION. F!slOVIDE (',) 2-L7" CONDUIT !IT\J50UT6 F!<a1 PANEL 'A' FOR FU!l.lFiE EXTlaN&ION TO Tl-IE 5ALl. FIEL.D&. V1:RlfY &rue OJT LOCATION J.IITI-I ARCI-IITECT. FliOYlDE ~ CALiFOl'NIA EDISON ELECTRICAL eERY!CE eF!.ICE E50X. FRIM,!,RY ELECTRCAL EIEFMCE PAD. IN&TAU. PER 11.C.E. 5TANDA<iD5. COOl'!DINATE J.IITI-I S.C.E. Dl<AJ.IING "1;5~•201'2'. FRIM,!,RY El.ECTRCAL eERY1CE PAD. IN&TAU. PER &.E.C. !ITANDAl<!DS. COOl'!DINATE J.IITI-I 11.C.E. Dl<AJ.IIN:.5 "l;S,,-2310. FliOYlDE A FLU51-1, IN-Gl<ADE, RJLL 1:10X. EI6El. ".>•L7F, All NECE!l!lAR"r" FOR ca-lDUIT ca+ECTIONS. FliOYlDE RJeE HOLDER PER OIEI 6TANDAFID 21l'!l·L. l<El'ER TO OIEI 6TANDAl<D 2""4•L. EXISTING IRRIGATION CONTl'10LLER TO ElE 1<£Clfi!CUITED TO PANEL 'A'. VERIFY EXACT LOCATION Jol!Ti-1 L.AND&CAFE AACl-lltECT AND AACI-IITECT. l<El'ER TO 5C EDl&GN Dl<AJ.IING FOR COOJaPINATION OF JolO!<I<. l<El'ER TO &I-ET E-4 OF 4 Flf<E 6TATION. LIElR,l,RT" Dl<AJ.IIN:.5, FOR 11'£NCI-! RESUJaF.ACING NOTE& AND DETAIL&. IN&TAU. (2) -4" PYC CQIDUITe J.IITM RILL ROF£!l FER CIT"!"" 1<£GlJll<EJ'1e,IT5. IN&TAU. eECONDARr CQIDUIT6 (2) 4"" J.1I114 RJI.L "1QPE6 Pel'< ll.C.E. f<EGlJll<EJ'1e,IT6. 2 "10 TJ.W,J CU • I ¥ OJ Gl'IND. I' PYC CONDUIT. NEJol 6/Dfl AMF' SWITCJ-eOARD. eEE E3 FOR ADDITIONAL llf'Ofa1.4TION. TIME1'! FOR -re-HIS COJF!T LIGJ.l1"ING. CONDUIT FlleER TO TIMER 5H.AU. ElE 314" DIAMETER GALVANIZED &TEEL. GENERAL NOTES: I. eEE eCE Dfi1,6jollNG FOR C00!4::>INATION OF &111= ELECTRCAL l!ERYICE JolO!<I<. 2. F!slOVIDE &!RANDED J.1I1<£ FOR CONDUCT=, l!OI.ID J.IIJ.E& FOR Gf'<O'..NDe. Clfi!CUIT PAll<!l TO COLOR COPE, l•o el 40<. 6-1 '4:D, S•II el..UE, 13·1!! YELLa-t /Ti-1I5 NOTE Affi.lE!l TO AU. Clfi!CUl"!RT'). DESIGNED DRAWN Scale: 1• = 10'-0• TENNIS COURT REPLACEMENT MARINERS PARK, 1330 IRVINE AVE. l'"'ITV /"'IC 11.IC\A/O/"\O DCl\l'"'U ---.....,, ..c. r 2 '\ JI I ,. f' I (,I LIGHT FIXTURE SCHEDULE FIX1URE TYPE SYMBOL DESCRIPTION vOLTS WATT! MOUNTING QTY LAMP DATA DESIGNATION MANUFAC1URER ll!><l>eWTENlll&co..lRT 211>' -l<N>ll>Wl!!T•&6 A ~ FIXTI.ll<E ON 211>' FOI..E 211>6 21611> FOL.E 2 . METAi.. MAL.IDE LITI-IONIA (2) AT iee0 or:i -TENlll&co..lRT 2.e>' 600 -l!!T•&6 B FIXJU;!E ON 2.e>' FOI..E 2"8 216.e> 2 LITI-IONIA (2) AT W 0 !"OLE METAi.. I-IAI..IDE ,.e>WAF<EALIGI-IT ONTOF OF ;,e,w C HJ 21/l>& e& 2"' ese, I MET Al.. MAL.IDE LITI-IONIA MOI.NTED ON TOP OF !"OLE !"OLE C < 0 Mot.HT FIXTUFilE ON TOP OF POI..E. CATALOG NUMBER l<SF3 11!>11>11>1"1 ·1'W•2/1>6• 5P12-T~·28"·IIS6· 211l>•'4G· 1'35·DM28 DDl!I l<SF3•""2llll>l"l·1'14-211>6-5Pl2-T~·2W·600· 2.e>--46-T35-DM2'3 DDl!I l<R.2 • ,£1M-I-IFW- 21/l>&• TI-K• TB• F'E·DDl!I 0 0 ELECTRICAL SYMBOLS LIST AL.I. S'r'MeOLS MA"!' NOT Ai"l"L "I' TO THIS ~~T. □· [I • o,. O· 0· e-, ~- +· ~. ""4:2' @· ij • [ID • ~- I>. ►• 0· "-"0. FL~ecENT LICil-lTIN:. Flxnir.E • A6 NOTED ON D-IN:.6 ~OR WALL PACK I-IALL MOI.NTED LIGI-ITIN:. FIXTUFilE • A6 NOTEJ:> ON DRAWIN:.& CEILIN:. MOI.HTED LIGI-ITIN:. FIXIU!,£ • A6 NOTEJ:> ON D-IN:.6 INDICATE& NICiol-lTLIGI-IT OR ~ FIXltJRE • A6 N0TEJ:> ON~- BINGLE 1'£CEPI" ACLE • 18' OR A6 NOTED ON DRAWJN<:; DUPLEX CONVENIENCE-OUTLET MO.NTED AT <18' OR A9 NOTED FOUl'!FLEX 1'£CEF'TACLE, MOUNTED AT <18' OR A9 NOTED DUF!..EX CONVENIENCE OUTLET MOUNTED ABOVE COI.HTER VERIF'r EXACT Mot.HT· IN:. I-IEICil-lT HITI-I ~ITECTIJF'!AL ELEY. BFECAI.. OUTI..ET Ae NOTED ON Dl-l:1,6 DEDICATEJ:> OUTLET AT <18' OR A6 NOTEJ:>. 'I-IUE!E!IELL' ~Ge,262 !ORANGE> RECEPTACLE l--llTl-l 180LATED GROUND FL\lel-l FLOOR Fell-IE!< OUTLET • '1-!Uel:'EI I ' '1!!2-42'3 !!OX 1--llTI-I '63&2& COVEi< PLATE. DLIFLEX ~-rrFE l<ECEF'T ACLE AND "&3<!>82 CAl<FET FL-IN ALL CAl<FETED Al<EAe. FLU81-1 FLOOR TELEFI-IONE OUTLET • '1-«lel:'ELL' '1!!2-421 l!!OX HITI-I '6242& COv'ER PLATE ANO 1&31>82 CA J El FL.,l,N:iE IN ALL CA U ElEi.> AREAS INDICATE& TELEFl-lONE TYFE !!OX AND COVEi< PLATE AT <18' OR A9 NOTED FOR DATA TEl'NINAI.. OR CRT. Fl<OVlDE CAl!!LE AND/ OR CONDUIT A9 NOTED TELEFI-IONE OUTLET AT <18' OR Ae NOTED. RIF<NISl-4 (I) 314' CONDUIT WITI-I RILL WIRE TO TELEFl-lONE MOUNTIN:. l!!OAlsD OR Ae NOTED .A-"ICTION !!OX IN ACCE&e.161..E LOCATION JUNCTION !!OX IN ACCE&e.161..E LOCATION l-,ITI-I FI..EXleLE CONDUIT CONNECTION TO EQJIFMENT Ae NOTED l L_.J C I I -.I TIMER 0 T.C. TIME CLOCK CD TIMER CONTROL DETAIL NOTroBCALE ~-A-JOTOCl-1 I ON ROOF ( AIM NaRT"I-I), TO!'<I<: "211/l>I OR AFFFCOVED EQIIAL. ~-ABTFIONOMIC !I !"OLE LIGI-ITIN:. TIME• SWITCI-I, TO!'<I<: "13lll>lll>Z OR AFF'!'IOVEP EGlUAL ,.,----.... . INDICATE& Cll'iCUIT IN CONDUIT l'UI IN FLOOR OR UND~ ,,.--.__ . INDICATE& Cll'iCUIT IN CONDUIT CON· CEAI ED "'I WALL6 OR A!lOVE CEILJN<:; • ,,.--...,, . INDICATE& I-IOMEl'UI TO FANELEIOAlsD ORN.NOTED ..... FANELEIOAlsD • Mot.HT AT <6'•6' TO TOP • 5Ul<FACE MOI.HTED ........ FANELEIOAlsD • MOUNT AT <6'·6' TO TOP • FLU81-1 MOI.HTED ~-MOTOR CON"T1iOLLEI< • Rl"2NISI-IED .HITI-I MOTOR 0 • MOTOR • 81ZE A6 INDICATED ON DWG.!l . LO • Dl6CON'IECT 61--llTCI-I • 61ZE AND FUeEe A6 FER ~TI.ll<El<'S 1'£COM-IENDAT. IONe (1--lEA TJ.11:fiff<OOF WI-IEl<E OUTelDE) $M • H.F. RATED MAN.JAL MOTOR 8TAl<TEI< /1-LF. 1--lHEl'<E OUT&IDE> $ • BINGLE FOI..E SWITCI-I MTD. AT '"44' OR Ae NOTEJ:> $2 • 11-IO POI..E SWITCH MOI.HTED AT M-4' OR AeNOTEO $• • TI-IF<EE 1--lAY 61--llTCI-I MOUNTED AT '"44' OR AB NOTED $• • FOUi< 1--lAY &WITCI-I MOI.HTED AT .«' OR AB NOTED • CONDUIT l\Jl'ININ:. UF 0---. CONDUIT l\Jl'ININ:. DOWN ®· EMEFIGENCY EXIT 6lc.N, 6EE LICil-lTIN:. FIXTI.ll<E &CHEDUI..E FOR 6FECIFICA TION fJ\ PROVIDE 2-I-IOUF< TIME!'< IN IAIEATI-IEF< PROOF BOX. MOUNT \.:.,) TIME!'< ON FENCi: PG&T. CD PROVIDE 4•POLE TIME CLOCK. TORK A&e>21-11-1 IN IAIEATI-IEF< PROOF ENCLO&Ufi<E. NOTE: CONTRACTOR SHALL MATCH EXISTING TIMER CONTROL (JOSLYN~ CONTROLS, (808) 286-8491, OR EQUAL) AND WEATHERPROOF SOX CIRCUIT BREAKERS ARE TO BE SERIES RATED, ~ AJC MINIII/UM RATING PANEL LOCATION FEEDER LOCATION 'A' NEMA 4 CONSTRUCTION SERVICE S\\iTCHBOARD VOLTS 120/208 PHASE __ 3 __ \\iRE ~4 __ _ SEE ONE LINE DIAGRAM MAINS A.1.C. 400A MLO BUSSING 400 A FEED_-___ _ 10,000 MOUNTING SURFACE ' WATTAGE (V.A.J ' EC MIS 1BKR'c1R' 1CIR18KR1 MIS 'REC' LTG 1 WATTAGE l V.A.J ' , 1/JA ! ¢8 ! I/JC , LTG :R , i ¢ l I I ! ' ! 1/JA ¢8 I I/JC LOCATION 0 1::,. TENNIS COURT i 2160 ! 4 ! - -~30/I 1 Ai 2 120 I 1 - -500 i ,, ,, IRRIGATION , : 2160: -1 --i/2 i 3 e I 4 1201 --, -, ; 5o 1 :nt.it cLocK o 1::,. TENNIS COURT 1NIGHT LIGHT o A TENNIS COURT 0 A TENNIS COURT I 2160 l , 4 j -I -;l0/i13 A 114 -i - - -i -I i SPACE I !216Qi -i-!-[/2i15 Bi16! -I--' -1 _ i -1. '.SPACE si:iAcE--• ; • r 1 --1 -r-r··i11. c 11a 1 -1 --• -1 "1' , -sPAcE SPACE 1 -1 , -I-i-; :19 A!20· -1-I-, -1 -i I 1sPAc'"'E-----i SPACE -! : -,-;-! 21.9122 -I-I-i -1 i -i 'SPACE __ , _____ _ SAPCE 1 ' -i - I -l '23 i C !24 -I -I -: -! ·-· .i I - : SAP CE SPACE 1 ' 1 -l - -! 125 i A i26 i -I - ' - -i : SPACE SPACE : -I , -i - -i :27 8 128 i -I -: -, -i -! SPACE SPACE I j - - - -:29, C :30 -I - -: -I I -:SPACE SPACE--• -·---.:: i ••• •• i ---31 :Ai32 -I--, --! i s'-'PA=c~E---- ' -f I I -i -i ' -I 33; 8 !34 -I -, -, -I - I iSPACE i ' -l -i -! -' I i f I I ' -' ' . ' -I -J?'...C:.L36 - -' -I --··-· _ _ i -!SPACE_. _ _,_,_,, __ :37 'A 138 - - -! -I -i I SPACE I I i I ' ! -I ' -I -i - I I ' -!-i -' -: 41 C i42 - - 1 -i -I i -i SPACE 5400 5400 2160 ------585 ~...lQ__ TOTAL ¢A __ 5~9~8~5 ___ 118 5535 !IC 2180 TOTAL LOAD 13700 (LCL) WATTS AT 120/208V,3!1,4W = 38.1 AMPS HIGH PHASE 5985 WATTS 120V,1¢ = 49.9 AMPS □ I::,. FR:MDE A (2) 1-10U1< MAN.IAL CONTl<O!.LEI< FOR ON/OFF CONTl<O!. OF TI-IE&E Cll'iCUIT5. VEl<IFY LOCATION OF TIMEI< Fl<IOR TO l'<OUG,1-1-IN. TO!'<I<: •A!'>ml-ll-l l-,ITI-I 4•FOLE, 31/l> AMF cONT ACTOR, IN "'EA TI-IEI< Fl<OOF ENCLOllUl<E. 6EE DETAIL AIE2. A Fl<OVlDE A 51:FAl<ATE (2) I-IOUI'< MANUAL CONTROLLER FOR CONTl'iOl OF TI-IESI: Cll'iCUIT6. VEl<lFY LOCATION OF TIMER TO!'<I<: •A!'>ml-ll-l HITI-I 4•FOLE, 31/l> Pl"1F' CONT ACTOR, IN "'EA TI-IEI< Fl<OOF ENCLOllUl<E. 6EE DETAIL AIE2. 0 IN ADDITION, FR:MDE A Tll"'E CLOCK TO CONTl<O!. TI-IE&E Cll'iCUIT6. 61-!UT OFF TIME TO 1!!E &ET AT 1.e> p.m, FER CITY 6TANDAl<D6. TO!'<I<: "12"2 ZL. &EE DETAIL A/E2. n l:IVTT tc::c: 10. Al llCIOI !C'r"'I LJt'M..J Ct.J.O'Yl",..,_...-=,1 I ~= -.&:IC .Aln:l:I &...rl"l'U I ...,,........ --.! l'"\l:\..'!.-C -7' , ----·c=~:e:::J--------~~~ 1W ·e·. LOCATIONS. MO\NT FIXI\R TrF£ 'C' ON TOF OF POLE IN 1WO LOCATIONS. 51:E 51-!EET 1:1. -----------SGllAAE 5TRAIGI-IT S"TceL POLE. POLE FINlel-l TO HATCI-I FIXllJRE. I-IIW I-IOLE '51'~~HD!Sre===::::---BOLTCOYER "'-.__ FINAL FINISI-IED Gl<APE ~----FROYIDE A R.U61-1, IN-Gl<APE, 1-11:A TI-IER F'l'<OCI' RU eox, EISEL '3·1/2F, FOR CONDUIT eot,1,!ECTIONS GAL.VANIZED MO\NT!Nr:. BOLTS 6Y POLE HAl'U'Aerul<ER ..,_ ______ 51:RVlCE CONDUIT =.c=., ----------F<l:EIAR 4 TIES. 6A8E CON5n;IIJCTION FER SfflJClURAL. EN:.INEER REQJ11'13'1ENT6. POLE MOUNTING DETAIL NOTro 8CALE -4lll>II> AMF EI..ECTl<ICAI.. 6El<VICE SWITCl-ll!!OAl<D. 121/l>/2,e,&V 3♦ 4"' 51:l<VICE. NEMA 4 CONeT!<IJCTION. 65-""" AIC ELECTRICAL GENERAL NOTES I. CONTRACTOF< e!-IAU. CAF<ERJL.l. Y REVIEH TI-IESE Pl.AN& AND 5F'ECIFICATION5 FF<IOF< TO elD. CONTRACTOF< &.!ALL Al..50 F<EYIEH Pl.AN& AND 5FECIFICATION5 OF OTl4eR !'<El.A TED TRADl:5 ( INCi.UP INC:, CIVIL AND LAND&cAF'E) FF<IOF< TO 61D TO INSU!'<E AND ACCURATE UNDl:RSTAND!NC:, OF 1:XACT 5COFe OF l-'IORK. ANY ITEM& REQUIRING CLARIFICATION el-lAI..L SE el'<OUGI-IT TO Tl-IE ATTENTION OF Tl-IE ARCI-IITECT IN &l.FFICIENT TIME TO SE INCORPORATED INTO THI: 61D. 2. CONTRACTOF< el-lALL VeRIFY ALL EQUIPMENT CAPACITIES, SIZE& AND VOLTAGl:6, AND ALL OTl-ll:R 5CHEDULE'D INFO!-MATION WITI-I ALL OTI-IER AFFLICAeLE TRADE& AND WITI-I Tl-IE MANUFACTUl'<EF< FF<IOF< TO IN&TALLATION. S. CONTRACTOF< el-lALL VeRIFY ALL LOCATION&, &IZE&. F.O.C"5 AND AVAII.AelLITY OF ALL l:Xl6TINC:, ITEMS PRIOR TO IN5TALLATION OF ANY MATERIAL OR l:QUIF'MENT. 4. Tl-IE Dl"sAHINGS ARE ES&ENTIALL Y Dl~ATIC, AND ARE NOT INTENDED TO INDICATE EXACT LOCATIONS. fi<EFER TO LANDSCAPE DF<Ai-llNGrS FOR DIMEN5ION5. Tl-IE CONTRACTOR el-lAI..L IN5TALL MATERIAL AND l:GUIFMENT IN A MANNER A5 TO cot,FOfiM TO 5Tf<LICTU!'<E, AVOID oe&TRUCTION5 AND KEEP OF'ENINGrS AND F'A55AG&IAYS Cl.EAR ALL IN&TAI..I.ATION& el-lALL SE CON51&TENT WITI-I NO!'<MALL Y ACCEPTAeLE INDUSTl<'r" STANDARD&. Tl-le CONTRACTOR &I-IALL NOTIFY Tl-IE ARCI-IITECT IN WRITING OF ANY D16Cfi<EFANCIE5 OR CONFLICTS WI-IAT l-'IOIJLD el'l"ECT Tl-II: &YSTEM IN&TALLATION OR WI-IICI-I WOULD INCUR ADDITIONAL COSTS. Tl-II& NOTIFICATION el-lALL eE MADE FRIOR TO Tl-IE INSTALLATION OF Tl-IE ITEM& CONCEr.NED. 5. NeW AND/OF< l:XISTING l:QUIFMENT INDICATED ON Tl-II& Di"sAHINC:, 15 SI-IOWN IN APPROXIMATE POSITION(&). CONTRACTOR &I-IALL FIELD VERIFY ALL EXl&TINC:, CONDITION&. 6. ALL WORK &I-IALL SE DONE IN ACCORDANCE WITI-I ALL AFFLICAeLE CODE&. NOTI-IIN<::, 61-lOWN IN Tl-IE FLAN& OF< STATED IN Tl4e &FECIFICATION& 15 INTENDED TO INDICATE TI-IAT Tl-IE INSTALLATION OF< CONNECTION& IF ANY ITEM IS INDICATE TI-IAT THI: IN&TALLATION OR CONNl:CTION& OF ANY ITEM OF< DEVICE 51-lOULD eE DONE CONTRARY TO MANUFACTUl'<ER'S IN&Tf<LICTION& AND ALL AFFLICAeLI: CODES AND R!aGULATION&. Tl-IE CONTRACTOF< IS RE&FON&leLE TO INSURE TI-IAT Tl-IE IN&TALI.ATION AND CONNECTIONS OF ALL ITEM& AND DEVICES CONFORMS TO MANUFACTURER'S INSTF:UCTION& AND TO ALL AA"LlcAeLE CODES AND REGULATIONS. i. ALL 1:1.EC"Tr<ICAL EGUIFMENT, MATERIAL, AND ALL CONNl:CTIONS TI-IERETO 51-lALL SE IN&TALLl:D COMPLETE TO F'ROVIDI: A COMPLETE AND RJLLY OPERATIONAL SYSTEM. e. IF Tl-le CONTRACTORS U5E OF &Ue&TITUTE MATERIALS, EQUIPMENT OF METI-IODS OF IN5TALLATION REQUIRE& ANY CI-IANGl:S IN OTI-IER TRADE&' Woi.K FROM TI-IAT 61-lOWN ON Tl-IE DRAWINGS, Tl-IE EXTRA CO&T OF Tl-IE OTI-IER TRACE&' WORK &I-IALL eE Tl-IE RESFON&lelLITY OF Tl-IE CONTRACTOR INITIATINC:, Tl-IE &Ue&TITUTION. "I. &UeMITT AL&, APPROVAL OF &UeMITT AL& DOE& NOT RELEASE Tl-IE CONTRACTOF< FROM oeLIG.ATION& TO FULL y COMFL y WITI-I ALL REQUIREMENTS OF Tl-II: CON&TF<UCTION DOCUMENT& OR AF'FLICAeLE CODE fi<EOOLATION&. @ MlNtt'1.1'1 RATll"liGi. r-----------r----------, FAD MOUNTED ~I< l!IY LOCAi. UTILITIES ~ 7~y ➔.------, FAD FER 6.C.E 1'£QJll<EMENT& I ~----,) ---,--,--,-....--- IN8TALL CD-+ I I I I (I) 4' Fl<IMAl<Y EI..ECTl<ICAI.. &El<VICE CONDUIT. VEl<IFY AI..L f<EQJll<EMENT6 WITI-I 6.C.E. '-ir---3 0 '-----&--f,-------,M ---- I r ---71 I I ...--'--~1 1 CT'& 41/l>11>13 51:F!IE& RATED 65'-AIC MINIMUM RATIN:. ~ I. '( 6'-ei· 'i MINll'"IJM I I I I I I; I PANEL/ 'A' I I I I I: .___.,....._. I' I -.., I ', I -.., I I I I ELECTRICAL SERVICE ONE LINE DIAGRAM NOTroBCALE C:I C:f'TDlf'AI DI At..l DESIGNED JMD ONE LINE NOTES: fJ\ -4,e>,e, AMF eECONDARI'" EI.ECTR!c.41. eEFcYICE. 120/W&V 3♦ 4'I. \.:.,) Pl<OVIDE (I) !o' ~IT. CD 421/')1/';,e, AIC MAXn-u-1 AT POINT Cf eERVICE COIH:CTION FER Tl-IE UTILITY ca--JP..INY ilf'Ol'MATION. 0 0 ® © 0 ® ® @) @ DRAWN GBD FROYIDE ( -4) S' CONDUIT llneoJT& FOi< RJTUF,E eECONDAAY ELECTl<c.41. eEFcYICE EXTENSION TO Tl-IE NEW LI_,.. ~ sne OUT LOCATION. Pl<OVIDE (I) 4' ~IT FOi< eECONDAAY ELECTRICAL flERV!c:E CCIN'ECTION& TO Tl-IE EXlllTIN:. TEl+ll5 COURT H!:TElil AND flERVICE. Flat> YERIFY EXl6TIN:. CONDITION& AND FROVIDE eEFcYICE, M l'IEGIJll'IED, TO MAT~ TME EXl&TING. EXl&TIN:. TEl+II& COURT i"1E1ER AND flERVICE. FIELD VEl<IF'r EXl&TIN:. c:ONDITION&. Pl<OVIDE (4) 2-112' CONDUIT 6TUBOUT6 FROM FANE!. 'A' T"""'6RD5 Tl£ EXl&TIN:. eALL FIELD!', FOi< RJT1JF<E COl+ECTION&. FIELD \IER!F"r 51\le OUT LOCATION. FROVIDE RILL WIRE&. IN6TALL TIME CLOCK AeOVE F'AIEL 'A'. !RITIJl'IE CC1iTIIOl. REGIJll'IEl'1ENT&, !2) TIME CLOCKll AND (6) 12 POLE CONTACTOR&>. Pl<OVIDE !2) 'S/0 CU GfiO,W6 COl'N:CIED TO Dl<IYEN GRCUID !<OD& FER NEC '250 l'IEGl.lll'IEl'1ENT&. FROVIDE !2) &IS' x 8'·11>' DRIYEN GlilOIN:> RQD& FOi< ELECTRlc.41. eERVICE GlilOIN:>!Nc.. COORDINATE IN6TALLATION Cf ITEM& I, 3 AND 4 '-ITI-1 Tl-IE FIRE STATION, LI_,-CONTRACTOR AND Tl-IE CITY UTILITIE&. FROVIDE A NEMA 41-iEATI-ER I"= c:AelNET '-ITI-1 DOOi< l>CCE&&IE!IILITY FOi< PANEL 'A' INSTALLATION. TENNIS COURT REPLACEMENT MARINERS PARK, 1330 IRVINE AVE. CITY OF NEWPORT BEACH P-5192-S • I .. ,.. t " ELECTRICAL GENERAL NOTES I. CONTRACTOR &HALL CAFi:EFULL T REVIEJ-1 TI-IE5E PLANS AND SPECIFICATIONS PRIOR TO 61D. CONTRACTOR el-!ALL ALSO REVIEJ-1 FLANS AND SPECIFICATIONS OF OTI-IER RELATED TRADES (INCLUDIN:!s CIVIL, STf<UCTURAL AND He~ANICAL) PRIOR TO 61D TO INSURE AND ACCURATE UNDERSTANDING OF EXACT SCOPE OF ~ ANY ITEMS REQUIRIN6 CLARIFICATION el-!ALL 6e 6ROUGI-IT TO Tl-IE ATTeNTION OF Tl-IE ARCI-IITECT IN euF!=ICIENT TIME TO 6e IN~TED INTO Tl-IE 61D. :2. cONTRACTOR el-lALL YERIFT ALL EQIJIFMENT CAPACITIES, SIZES AND VOLT AG.ES, AND ALL OTI-IER ecl-!EDULED INFClfoa'1ATION WIT!-! ALL OTI-IER APFLICA6LE TRADES AND WITl'I Tl-IE MAN\.FACTURER FRIOR TO INSTALLATION. 9. CONTRACTOR el-!ALL YERIFT ALL LOCATIONS, SIZES, P.O.C'S AND AVAILA61LITT OF ALL EXISTING ITEMS FRIOR TO INSTALLATION OF ANT MATERIAL OR EQUIFMENT. 4. Tl-IE DRAWING.e ARE ESeENTIALL T Dl~ATIC, AND ARE NOT INTENDED TO INDICATE EXACT LOCATION&. REFER TO ARCI-IITECTURAL DRAl-llN:!,e FOR DIMENSIONS. Tl-IE cONTRACTOR SI-IALL INSTALL MATERIAL AND EQUIFMENT IN A MANNER Ae TO CONFOFilM TO STf<IJCTURE, AVOID 06ST1'<UCTIONS, PRESERVE I-IEADROOM, AND KEEP OPENINGS AND PASSA6El-lATS CLEAR. ALL INSTALLATIONS el-lALL 6E CONSISTENT WIT!-! NORMALL T AecEPTA6LE INDU&TFrr ST AND ARDS. Tl-IE CONTRACTOR SI-IALL NOTIFT Tl-IE ARCI-IITECT IN WRITING OF ANT DISCl'<EPANCIES OR cONFLICTS WI-IAT WOULD EFFECT Tl-IE STSTEM INSTALLATION OR WI-II~ WOULD INCUR ADDITIONAL COSTS. TI-IIS NOTIFICATION el-lALL 6E MADE PRIOR TO Tl-IE INSTALLATION OF Tl-IE ITEMS CONCERNED. 5. NEJ-1 AND/OR EXISTING EQUIFMENT INDICATED ON TI-IIS DRAWING IS Sl-loi,.JN IN APPROXIMATE POSITION(S). CONTRACTOR SI-IALL FIELD YERIFT ALL EXISTING c:a.DITION&. 6. ALL WORK Sl-lALL 6E DONE IN ACCORDANCE WIT!-! ALL APFLICA6LE CODE&. NOTI-IING el-lOWN IN Tl-IE PLANS OR STATED IN Tl-IE SPECIFICATION& IS INTENDED TO INDICATE TI-IAT Tl-IE INSTALLATION OR COl+IECTIONS IF ANT ITEM IS INDICATE TI-IAT Tl-IE INSTALLATION OR CONNECTIONS OF ANT ITEM OR DEVICE SI-IOULD 6E DONE cONTRART TO MANUFACTURER'S IN&TRUCTIONS AND ALL APPLICA6LE CODES AND REGULATIONS. Tl-IE CONTRACTOR I& RESPONSl6LE TO INeui-!E TI-IAT Tl-IE INSTALLATION AND CONNECTIONS OF ALL ITEMS AND DEVICES CONFOFilMS TO MANUFACTURER'S INSTI<UCTIONS AND TO ALL APPLICA6LE CODES AND REGULATIONS. • i. ALL ELEC'TRICAL EQUIPMENT, MATERIAL, AND ALL CONNECTIONS TI-IERETO SI-IALL 6E INSTALLED COMPLETE TO PRCVIDE A COMPLETE AND RJLLT OPERATIONAL STSTEM. f>. IF Tl-IE CONTRACTORS U5E OF &U6STITUTE MATERIALS, EQUIPMENT OF HeTI-IODS OF INSTALLATION REQUIRES ANT ~ANGES IN OTI-IER TRADES' WORK FROM TI-IAT SI-IOWN ON Tl-IE DRAWINGS, Tl-IE EXTRA COST OF Tl-IE OTI-IER TRACES' WORK SI-IALL 6E Tl-IE RE&PONSl61LITT OF Tl-IE CONTRACTOR INITIATING Tl-IE SU6STITUTION. 'I. SU6MITTALS, APPROVAL OF SU6MITTAL& DOE& NOT RELEA&E Tl-IE cONTRACTOR FROM 06LIC:.ATION& TO FULL T COMPL T WIT!-! ALL ReQUIREMl:rlTS OF Tl-IE CONSrr.LICTION DOCUMENTS OR APFLICA6LE CODE i;!EOOLATIONS. □· [I • Ot· O· [Z]• 9-· @=• •· :@: • +4:2• @· 4) • rm. ~- I>. ►• 0· "-"@· ELECTRICAL SYMBOLS LIST ALL 5YMEI0"5 MAY NOT Al"l"L Y TO THIS l"RD.l!aT. FLUOl<EecENT LIGI-ITING. FIXTUF<E -A5 NOTl:DON~n-1::i,$ EXTERlai;! 1-iALL PACK 1-iALL MOUN1'1:D LIGHTING. FIXTURE -A5 NOTED ON DRAl"'IN:i,$ CEILINa, MCllNlED Ll'"'4TING. FIXTUF<E -A5 NOTED ON DRAl"'n-1::i,$ INDICATE& N1'"'4TLIGI-IT Qi;! EME~ FIXIUl'E • A5 NOTED ON DRAl"'ING5 51NCoLE F<ECEPTACLE + le' Qi;! A5 NOTED OND~ING. DUFLEX CONv!aNIENCE OUTLET MOI.NTED AT .ia• Qi;! A5 NOTl:D f'OUFcPLEX i.ECEFT ACLE, MO!NrED AT .ia• Qi;! A5 NOTl:D DUPLEX CON...s-llENCE OUTLET MOUNTED Ae0vE COl.NTEF!. VEl'<IFT EXACT MOUNT· ING. MEIGI-IT WITl-4 Al<CI-IITEC1\JRAL. ELEY. ePECAL OUTLET A5 NOTED ON Di..&e DEDICATED OUTLET AT +18" Qi;! A5 NOTEP. 1M\Jeee1 I ' 411G:5262 (ORANGE) i.ECEPTACLE HITl-4 IEIOLATED 6l'IO..ND FLueM FLOOi;! POl-.l!f'il OUTLET • 'L" ,eeeLL • -e2429 eox ~ITH '5382& COVEi'! PLATE, DUPLEX Gf'i!OUNDINGo TTFE i.ECEPT ACLE AND '6ilt>62 -£J t E 1 FLANCsE IN ALL Ct < E, Ee; Ai.EA5. FLueM FLOOi;! TELEPl-lONE OUTLET • 'I-IUeeELL' '62-421 eox WITl-4 ,e;242s- COVEf'il PLATE AND '5:W82 CAl'IPET FLAN<!.E IN ALL CAl'IFETED Ai.EA5 INDICATEEI TEL~ TTPE eox AND COVEi'! PLATE AT +\B' Qi;! A5 NOTED FOi'! DATA TE"'111NAL Qi;! CRI'. Pf'i!OVIDE CABLE ANDI Qi;! CONDUIT AEI NOTED TELEPHONE OUTLET AT •IB' Qi;! A5 NOTED. RJl'!NISH <I! 314" CONDUIT WITl-4 PULL Wlf'i!E TO TELEPl40NE MO\HTINC; ee>Af<D Qi;! A5 NOTED Jl.NCTION eox IN ACCE5ele.LE LOCATION Jl.NCTION eox IN ACCE5ele.LE LOCATION WITH FLEXIE:ILE cONDUIT CCl!'NaCTION TO EQJIPMENT A5 NOTED ~- §I· / ......_. ,.,,----__ . ~- -· ....... i:gJ • 0 • L[J • $ .... $ • $, . Ft-lOTOCELL ON l'<OOF ( AIM NOl<TI-I!, TOFIi< "2101 Qi;! AFf'F<C)VED EQJAL A5TRONCMIC 3 POLE LIGI-ITING. TIME• el-llTCM, TOFIi< .,~ Qi;! APPfilOYED EQJAL INDICATE& Cll'<CUIT IN CONDUIT fUI IN FLOC>l'i? Qi;! IJ;IDE~ INDICA TEEi Cll'<CUIT IN CONDUIT cON- CEALED IN I-IAL.LEI Qi;! AeOVE CEILING. INDICATE5 ~ TO PANELee>Af<D Qi;! A5 NOTED PANELee>Af<D • MOUNT AT '6'·6" TO TOI" • elJl'IFACE MOUNTED PANELee>ARD • MOUNT AT '6'·6" TO TOP • FLueM MOUNTED MOTOi;! CONTI<OLLEl'I • RJl'!NleHED WITl-4 MOTOi;! MOTOi;! • EIIZE A5 INDICATED ON Di..&5 . DlecoNNECT el-llTCM • 51ZE AND RJSE5 A5 PER MAIU'ACTUl'IEl'!'5 F<Ecot"MENDAT- IONEI (1-.EATMEl'IFl'<OOF 1-.ME'.i.E OUTSIDE) H.P. f'ilA TED MANUAL MOTOi;! er Af'i!TEl'I MP. 1-.MEF<E OUT51DEJ 51NCoLE POLE EIWITCM MTD. AT +44' Of'il A5NOTED TWO FOLE el-llTCM MO\HTED AT +44' Qi;! A5NOTED N9'I UTILITIES ---1----/ PAPM<UITISD - $• • THi.EE WAY EIWITCH MO\HTED AT +44" Qi;! $• • 0--. ®· AEINOTED FOUi'! WAT EIWITCM MO\HTED AT +44' Qi;! A5NOTED CONDUIT l\Jl<NING. UP CONDUIT 'IUIINING. DCl+l EMER:IENCT EXIT SIGN, SEE LIGI-ITINC; FIXTUF<E EICMEDULE l'Of'i! &FECIFICATION ONE LINE NOTES: CD ® ffi ffi EIECONDARY' ELECTRICAL EIEl'!VICE. Ff'i!OVIDE /2J 4' CONDUIT& 1:ACi-1 HITH A FULL FIOFE. FROYIDE "3/11) OJ GRO!W c;c,t,NECTION& TO (2) SIS' x 8'•1t/' Dl'!lvEN GRO!W l'>?D&. GRO!W l'>?D 61"ACINao TO E!E A MINll"U"1 Cl!' 6'-11)'. FROYIDE GRO!W c:a-fECTION& FER NEC '2W' F<SGIJIF<EMENT&. 2 ~ Tli+I OJ • I "6 OJ Gl'itl:>., 1-V:Z'C. /2! 2·112' CONDUITS E.AOI WITH 2 'SSll) l<.::mfl Tli+I OJ • I 'I/II) OJ Gl'itl:>. NOTueED. NOTueED. <------EXISTING. UTILITIES POWEi'! FOLE N9'I ELECTRICAL e.ERVICE llWITCl-leoARD. 6rl)(JO ;IMP 121t/1241t/Y I♦ 3W. 65/Z)ll)tD AIC MINll"U1 RATINGo. NEMA 4 Cctl&Tf'i!UCTION. Pf'i!OYIDE (IJ 3' CCNDUIT ---1-l l'IIEIE"1. e>Jl'FACe '------~ 11.....+--· --=-·---+---·-=-=-· 17 MOUNTED TO THE EXISTIN:. FOLE. VE1'tlFT F<SG1Jlf<E!"ENT6 HITl-4 e.c.e. N9'I UTILITIES PAP MOUNTED ~R. e.c.e. L .....---, I I -42/Z)ll)tD AIC MAXll"U1 AT POINT Cl!' e.ERVICE COl,IECTION.-------'-~X --UTILITIEEI ELECTl'IICAL EIEFMCE F'UL.L l!IOX. VE1'tlFT ALL 11£QJIREMENT5 WITH THE UTILITY COMPANY. 12512 N9'I UTILITIES I PAPMOlNTED ~R. I e,.,.-e.c.E. Pf'i!OYIDE Ff'i!OYIDE L CG1NCll£TE PAP CONCf'ilETE PARTIAL ELECTRICAL SITE PLAN SCALE: .,. • 40' . O" FIii£ STATION ! f 'i LI_.,-PEI'! S.C.E. /~•~ ~--7• ATION& . r~ -----.. -. .::!::;j;;;;;::;t:;!:.i:-.• -.... c!::::;l:~===~======;f::;:===:;:::;;i::... .. -.• -•• -•• -•• -•• -•• -•• -•• -• • .. .. - Ff>DVIDEJ' C<:lNCl'!ETEPAP PER S.C.E. l'!E6UI.ATION5 j Ff'i!OYIDE (IJ N9'I 4' P>'C CCINDUITFi'IC1'1THE UTILITIES FCWEf'il FOLE TO A CITY UTILITIES FULL l!!ClX. Pf'i!OYIDE FULL F/OPE. Ff'i!OYIDE /IJ N9'I 4' p,c -- CCNDUIT FFICt1 THE UTILITIES NEH ~ TO A EIECOND NEH ~ Ff'i!OYIDE F'UL.L l'IOPE. \ Pf'i!OYIDE ,tp J-eox VEl'IIF'r' 11£GlUIFlEHENT& HITH 6.C.E lPl'IOYIDE /1) N9'I •• p,c CONDUIT Fi'IQ-1 THE UTILITIES FULL eox TO THE N9'I ~ Pf'i!OYIDE FULL f'i!OPE. 4 • ELECTRICAL SERVICE ONE LINE DIAGRAM NOTTOSCAIE ELECTRICAL PLAN DESIGNED DRA\\N JMD GBD CHECKED DATE WU I .d. UAl:ir'I-I ?nn.i I EXISTING UTILITIES EIEl'IVICE t-lE I ER fliEf'10VE HETER ~ LISE THE EXl6TING. CAN A& A FULL eox FOi'! NEI-I 5El'MCE c::c:N-IECTION5. FIELD "1=1'1iFY EXIEITING CONDITION&. o.E8636 . 9/YJ/06 ~-<- "" ,.·~!''', r;,l' TENNIS COURT REPLACEMENT MARINERS PARK, 1330 IRVINE AVE. CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT P-5192-S SHEET • • .<>N'I' c:aMl".<>N'I' ~ TO IN&T AW. ~ UTIL.m' FACIL.ITIE& WITl,IIN T1-IE cm-MJ!IT uee T1-IE FOL.I.OWING l"l'IIOCEDUlli AND FIEQJll'IEHENT&. I. AW. 1'EW CONCUIT& MJ!IT 1!1E CON&TRLICIED IN T1-IE FAAO-IAY FEIi! 'FAAO-IAY UTILITY TfltENCl.l DETAIi.' (auac:t,,,d) IK.Ee& ~lee ~ e-r THE Rel.IC -• CEP.ARTMEHT. FINAL I IC LCM ~8TORATICN SMALL 1!!E t=EN-ON EC HITMIN CINE WEB; GIP !.eHOVAI.IINIITAW.ATION OF FACIL.ITIE&. Fl'OVIPE '411 elJILT' R..AN5 WITl,IIN THll'm" PAY6 ('MJ) ""1"T1aR COMPLETION OF THE F'R:>JECT. 2. CONC\1111! MJ!IT l!IE A 1'11Nll'U1 OF !> FEET """'1 CITY UTIL.ITIE& IK.Ee& ~lee 4i"FROVEC e-r THE l"Uel.lC: W01'l<:8 PEl'"AR!l'1ENT. 3. .<>N'I' &IPEW4UC: !.eHOVAI..& MJ!IT l!IE Fa£PL4CEI:> IN R.1LL F4NE1..&. IN 4C>DITION, .<>N'I' EXISTING CITY ll1l"l'/IOYEl'&A"Aell..lTIE& P"'1AGEP DUl'!ING, CON&T"11CTION 6MALL eE , ~ll'!EF411'!EP AT THE f'ER"IITEE'& EXFEN&E. &IPEW4UC: 6MALL eE FIE&TOl'!EP WITMIN ONE WEEK OF IOEMOY.AL/N!IT4Ll..4TION OF FACll..lTIE&. 4. ONE &A.CK eLlB<iRT" eA.c:l(Fll..L. 6MALL l!IE UeEc> TO eA.c:l(Fll..L. AW. TIOENCI-£&, ~ AW. YAIJL TI!, AW. NANI-IOI.E&, AND AW. FOTMOLE& OR eORE FIT&. &. RO.APWAY CONCUIT CON&Tl'IIJCTION &I-IAW. CGII-F""'1 TO T1-IE CITY'& &TP-1"1-l.. (at\ac:t,,,d/, 'TIQENCl.l FIE&Uf'FACING', '!i04PWA.Y UTILITY 'T1'<ENCU DETAIL'. 'F'-.iAY UTll..lTY TFiENCH DETAIi..', '!i04C>WAY UTILITY F0TM0LE AND eofltE PETAi!..', AND WITH T1-IE FOLI.."'"11Na, HOPll'IEP AND &UFFLEHENTEP FIEQJl1'IEl"IENT&. A. -NB-I caNOUITI! IN T1-IE PtO.APWAY 6MALL 1!1E IN&TALl..EP 4C>JACENT TOT I-le EXl&TN. EDGE OF GUTTEP'< OR CUf'<e 411 Cl..o&E A& FOe&ll!!LE. e. NS-I caNOUIT& THf'<OUGl.1 T1-IE INTE"'5ECTION PtOA.C>WAY 6MALL eE JACKED eoF<ED AND FIEQJll'!EP A 1'11Nlt1\N OF I 6AC:X &L.Uf'<R'r SACl(Fll..L. FOR T1-IE ACCEM WOLE&. C. AW. PtOADWAY CON&T"11CTION SMAU.. FIEQJIFIE -&TFIEETIAW.EYl&IPEWALK Cl..o&uFIE FEi;l-!IT' AND Tl<Aff'IC CONTROL R..AN& APf>FilOYEt> SY T1-IE Tl<Aff'IC ENGINEEP'<. P. COLP Fl..,6/-INING AND PAYN. 6MALL eE FIEGIJIFIEP 1'11-el CON&Tf<!JCTION JOINT& OR EXl&TN. TI';ENCM l..lNE& Af'<E WITMIN &' OF T1-IE f'PtOF06ED CON&T"11CTION JOIN&. ADDITIONAL COLP Fl..,6/-INING MAYSE FIEGIJll'!EP 411 PE"TElll'IINEP SY Tl-IE EN:ill£ER. &. A CON&T"11CTION &cHEDUI.E MJ!IT l!IE eueMITTED AND AfOFlilOYEP FIVE (&) ~ PAY& F'f'<IOR TO 6TAP'<T OF WOIQK. 1. AW. ~ FACll..lTIE& CON&T"11CTEP 6MALL 1!1E FAl'!T OF Tl-IE 'UNP~ 6ERYICE AI..Ef'<T'. &. AW. FACll..lTIE& 61-!ALL MEET THE ll'lll'Oi;H SUILPING COPE <Uee> AND HAYE UNPEl<ilolP'<ITER'& L.Al!IOF<ATORIE& INC. (Ul..) CEP'<Tll'ICATION &TANPAl'<t>& OR EGIJAI.. TMo&E er ANPAl'<t>& 411 VE1'lFIEP e-r THE elJILPING PEFAf;t!MENT. CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT EXHIBIT "B" UNDERGROUND CONSTRUCTTON REQUIREMENTS TRENCH SHEETING UR SHORING IF USED TRENCH WIIITH ~; : _.: : .• : : : .• ::-. : . i .... . . . . . . . . . ... . . • • OJ • • • . ;"' . . 6''•' • •• . . . . . PRAm 0I/<l=CTOR OF FU&IC J40Fi!G R.c.E. NO. 16191 3 Hly 1999 SCA/..E N. T.S. 1 H.LY ST0-112'5-L-A UPT!UNAL EXCAVATION LINES 3/4 SPRING LIN£ TRENCH SHEETING UR SHORING IF US[D 6' HIN. 3/4 CRUSH[II GRAVEL UNDISTURBED SOIL, TYPICAL 1. TRENCH WIIITH SHALL BE a.JJ. + 12' MINIMUM, UR a.II. + ell' MAXIMUM, INCLUJJING THICKNESS UF TRENCH Sl{[IRJNG DR SHEETING. 2. BACKFILL SHALL BE PER STANJJARII SP£CIFICATIDNS SECTION 306-1.3, EXCEPT THAT R£LA TIV£ CUHPACTIDN SHALL BE 9D PERCENT MINIMUM. 3. WHEN TH£ HAXIHUM TRENCH WIJJTH IS £XC££D£II, TH£ CUNSTRACTDR SHALL SUBMIT TD TH£ £NGIN££R FUR APPROVAL, IIRAWINGS WITH SUBSTANTIATING £NGIN££RING CALCULA TIDNS FUR THUS£ MUIIIFICATIDNS UF PIP£ STRENGTH ANII/UR B£1JIJING WHICH WILL PRUVII/£ AN IN-PLACE FACTDR UF SAFETY EQUIVALENT TD THAT PRUVIJJ£IJ IN TH£ CONTRACT. 4. B£IJJJING SHALL BE PER STANIJARII SP£CIFICATIDNS S£CTIUN 306-1.2.1, EXCEPT THAT• (A.) CLASS wa-£-!DU SLURRY MAY BE SUBSTITUT£1J FDR SHAPED B[IIIIING AT TH£ CUNTRACTDR'S UPTIUN AND SUL£ £XP£NS£. (B,) HAUNCH BEDDING SHALL BE HAND TAMP£l! TD 907. RELATIVE CDHPACTIDN MINIMUM FOR PVC, RPM, HIIP£, ANI! ALL OTHER FLEXIBLE PIP£ INSTALLATIONS. WH£R£UPDN TH£ R£MAINI!£R UF BEIIIIING (ABOVE SPRINGLIND HAY BE COMPACTED CONCURR£NTL Y WITH TH£ BACKFILL. 5. TRENCH RESURFACING SHALL BE PER STI!.-Ja5-L. REVISED 6/200!! CITY OF NEWPORT BEACH APPROVED: PUBLIC WORKS DEPARTMENT RCE NO. 36106 PIPE BEDDING e: 1./ar 1 99 Drawn b . I.I. GRACIA Scale; N.T.S. ~ DRAWING NO. STD-106-L- TYPES OF PAVEMENT REPLACEMENT I. TRENC/-1 RESUl<FACIN6 IN PORTLAND CEMENT CONCRETE PAVl=M:NT SI-IALL EJE PER STANDARD SPECIFICATIONS SECTION Jl06-1.5, EXCEPT TI-IAT CONCRETE SI-IALL EJE 8' Tl-I/CJ< MIN/HUM CLASS 5b0-C-3250 ANO '5 00/-YEL, /8' o.c. /.I/Tl-I EPOXY COATING. 2. TRENCI-I RESUF<FACIN6 IN ASF'I-IALT CONCRETE PAVl=M:NT SI-IALL SE PER STANDARD SPECIFICATIONS SECTION ;Ob-1.5, EXCEPT TI-IAT, A. ASPI-IAL T CONCRETE SI-IALL EJE PLACEO IN LIFTS NOT TO EXCEEO 4' Tl-I/Cl<. El. APPLY TACJ< COAT ANO FEATI-IER NE:J,i PAVEMENT AS NECESSARY TO SEAL Tl-IE CONTACT JOINT ANO ELIMINATE PAVEMENT OEF'RE55/0N5 NIT/-1/N ONE FOOT OF Tl-IE CONTACT JOINT. # OPTIONAL, COLO PLANE EXISTING A.C. F'AvEHENT (2' MINIMUM DEF'Ti-1). EXACT NIDT/-1 TO EJE OETERMINED EJY Tl-IE FIE:LO ENGINEER. ## NO PIECES LESS TI-IAN 5' NIDE EJETNEEN PATC/-1 ANO NEAREST JOINT OR CURS ANO GUTTER. EX/S"L _-,,* A.C. FYI:'.: EXIST. :/':/' 5'/'1IN. A.C. PYT. *,i,• *,i,• 24' HIN. 1-.""1". -I JOIN vAkti:s TYP. VARIES EXIST. =':=::i----,-:..,...,.-----.:.....+,--,----iLA.C.PVT.** ...... T ........ '.. . , ·.'. ·· ... ·· .. , '•·.. .. .. , ... • . -. ' .. . ... ,. EXIST-. P.C.C. PV7'/'# ... •,. . . . . ....... . -,,.,-.-...-..,......,. . . . . .. . s::, AGP/-!ALT TRENC/-1 REGTORATION CONCRETE TRENC/-1 REGTORATION NOTE, STREETS/ALLEYS RECENTLY <LAST 3 "7cAR5) SLURRIE:OIRESU/<FACE:D/6UIL T Si-/ALL REQU/1'/E EXTENSIVE PAVIE1ENT RESTORATION TO SE: OETERMINEO EJY Tl-IE FIELO l=N/J,/NEE CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT TRENCH RESURFACING NOTES, O~CTOR OF FWJI..IC J40Fi!G R.c.E. NO. 16191 OATE 3 Hly 1999 5CAI..E N. T.6. ORAHi H.LY ST0-112'5-L-B I. .AN'r" $/DENALI< REMOVALS HU5T SE REPLACED IN FULL P/!NEL/3. IN ADDITION, ANY-EXIST/1,K; CITY l/1PROvE/'1ENTS,FAC/L/TIE:S OAHAGED O/JR/1,K; Tl-/£ Ca-IS m.JCTla-1 51-/ALL SE: REPLACED/REPAIRED AT Tl-IE APPLICANT'S EXPENSE. 2. 5/DEJ,/ALK 5/-/A/..L SE RESTORED MITHIN ONE J,/EEK Cl' INSTALLAT/a-1 Cl' FACILITIES. FifF'I..ACE: S/OEJ,/AJ.K FfER ST0-18it/-L CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT PARKWAY UTILITY· TRENCH DETAIL ~. Fif:VISED 5199 OIRECTOR OF FU&IC J40Fi!G R.C.E. NO. 16191 0 PRAm !! Hly 1999 5CAI..E N. T.S. M. ST0-112'5-L-0 NOTE, NEW CONDUITS AND UNDERGROUND FACIU71ES Ill THE ROADWAY SHAU 8£ /I/STALLED ADJACENT OR CLOSEST AS POSS/BL£ TO THE EXISTING EDGE OF GUTTE:R OR CURB. IF THE PROPOSED CONDUIT "/RcNCH IS IN A TRAmc LAN[ ADJACENT TO TH[ [XIS71NG [DG[ OF GUm:R OF CURB, COLD PLANING AND PA l;f/,/£1/T RESURFACING 111LL 8£ REQUIRED FROM TH[ NEAREST LANE UN£ OF THE PROPOSfD TRENCH TO THE £XIS711/G £OGE OF GUTTE:R OR CURB. IF THE TRE:IICH WORK IS Ill A TRAmc LANE BErnITN TRAmc LAl/[S, TH[ CONTRACTOR 111LL BE Rf.QUIRED TO COLD PLANE AND RESURFACE THE [N71RE TRAmC LAN[. TH[ TRE:IICH OPENING SHALL BE A MINIMUM OF 2· FRO!./ THE fJ/71RE TRAmc LANE. IN ADD/710N, IF THE TRENCH WORK EXTE:NDS INTO ANY POR710N OF AN ADJACENT TRAmc LAN[ OR IS DAMAGED AS A RESULT OF THE COi/TRACTOR'S WORK OR IS LESS THAN 5' FRO!./ AN EXIS711/G U71UTY TRE:NCH, THE CONTRACTOR 111LL B[ REQUIRED TO COLD PLAN[ AND RESURFACE THE £1171R£ TRAmc LAI/£, COLD PLANE EXISTING PA VEI.IENT (2" !./IN. DEPTH) AND RESURFACE JOIN FLUSH 111TH EX STREET EX. CURB & GUTTER OR CURB PA VEI.IE:NT FOR [1171RE LANE AND RESTRIPE TRAmc LANES/1./ARKIIIGS OF E:NTIR[ LAN[ IN 'Ml/CH TRE:IICHING OCCURS AND ANY OTHER LAIi[ DAI.IAG[D AND TRAmc LODP(S) DURING CONSTRUC710N • FULL LANE 111DIH (PARKING LAN[ OR DRIVE) 2 4. I.Ill/ 111D TH TRENCH IHRU A.C. S[C710N 2' !. f>'HIN. JOIN FLUSH EX PAVEMENT REPLACE f\lTH /" IHICK[R A.C. THAN EX. A.C. SEC710N (COMPACTION 95% 1.1111.) 1-1/2' MIN. .\ EX. CITY OF NEWPORT BfACH UTIU71[S ([./. SEWER/WA TE:R) NOTE:: STREETS/ALLEYS RECENTLY (LAST 3 YEARS) SLURRlfD/RESURFAC£D/BUILT SHALL REQUIRE [XTE:NSIVE PA Vfl.lENT RES TORA 710N TO BE DETE:RMlll[D BY THE FIELD ENGINEER CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT ROADWAY UTILITY TRENCH DETAIL NOTES, APPROVED: REVISED 5/99 OIRECTOR OF PUBUC WORKS R.C.[. NO. 16791 DA TE 2 Mar 199 SCALE N. T.S. DRAWN I.I. GRACIA STD-105-L-C I) ADOIT/CNAL CCLD PLANING, HA r SE f'/EQUIREO AS DETEFiNINEI) 13 r Tl-IE ENGINEER. 2) CCW PLANm ANO PAVIN6t 51-/ALL SE REQUIRED M/.IE:N CONSTR!.ICTION JOINTS OR EXIST/I-Ki TRENC/-1 LINES ARE WITI-IIN f>' Cl' f'ROPOSEO CONSTRJCTION JOINS. 3) RESTRIF'fE TRAFFIC L/!NES//'1A{,i/(/l>Kf,5 /.1/TI-IIN REMOVAL AREA ANO ANr OTI-IER TRAFFIC 5TRJF'/l>K; DAHAGED OURII-Ki CONSTR!.JCT/a-1. 4) CONCRETE: PAVEMENT RESTORAT/a-1 5/-IALL /3E r:x»IELEO FfER 5TO-le>$-L-13. l-/12' I ' HIN. I 1-112· HIN. EX.PAI-E111=Nrl T FIEPI.ACE j,//TI-/ /' Tl-li•a-t:~J A5FI-IAL T PA',fl'ENT TO HATCU EXISTING : · ..... ·. ,. ,:, ... _., .. •:' .. -: . . .. ·.' . . ·.. . . ·.• . . . . "' fflOPOSE PIPEJCa-lDUlff't_~-. -~-_,_:,: __ ._·C:.::;~ .• ,..,_!,;-__ _,' .~. _~-:-'c. _,...:~:.'t-~ .. : ' •. ' .. VARIAEJLE NOTES, STREETS/Al.LEYS RECENT/. r (I.AST 3 'rEARSJ 5/../JRRIEDIRESI./RFACE0//31.1/LT SI-IALJ.. REaJIRE E:XTENSl'ffi PAl1=HENT FiSTORAT/a/ TO l3E DETEFNINED SY 11-E FJe.r;; EN:i/NEE:R. CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT ROADWAY UTILITY POTHOLE AND BORE DETAIL APF'Jlil?l£P, REV/SEO 5199 OR=CrOR OF R/Ell./C J40Fi!G R.c.E. NO. 16191 OATE 3 Hly 1999 5CAI..E N. T.S. PRAm H. LY ST0-/12'5-L-E CITY UTILITY DETAILS CROWN LINE CURVE DATA 0-R = 25' (MIN.) fl 1 = VARIABLE ®-R = 25'+ PL (MIN.) fl 1 = VARIABLE ©-R = 25'+ 111./2 fl 1 = VARIABLE ,n\ R = 10D' (CURB) ~R = 100'-PS (ff.) ©-R = 10D' (CURB) R = 100'-PL ( ff.) 0--R = 111. + 10'-PL LlJ =Ll1+Ll2S+Ll2L 0--R = 111. + 10' LlJ =Ll!+fl2S+fl2L NOTES: PL Ill. 2 Ill. ff. 1. USE NORMAL SEC710N FROM INNER CURB TO CfJITER UN[. E PL Ill. 2 ff. 2. FROM CROWN UNE TO OUTSIDE GUTTER, MAXIMUM = J:I; MINIMUM = 1% B.C. 3. SUBSCRIPTS •s• AND "L • DE:IIOTE SMALLER AND LARGER STREETS RESPEC71VEL Y. 4. SUPERELEVA 710N PERCE:IITAG£S SHOlll-l ARE STRAIGHT FROM C£NTERUNE TO CROlll-l UN£ 5. ELEVA 710NS ARE REQU/RfD 'MIER[ CIRCLED a. 6. 'MIEN STREETS HAVE TILT-TYPE S[C710N, TH£ CROlll-l LIN[ 111LL NOT N£C£SSARIL Y TERI.I/NA TE: ON CEIITERUNE AT L POINT OF CURB. CITY OF NEWPORT BEACH APPROVED: PUBLIC WORKS DEPARTMENT STANDARD KNUCKLE OIRECTOR OF PUBUC WORKS R.C.£ NO. 16791 DATE 20 Sep 1993 SCALE N. T.S. DRAWN II. GRACIA STD-104-L TENNIS COURT REPLACEMENT MARINERS PARK, 1330 IRVINE AVE. DESIGNED JMD DRAWN GBD CITY OF NEWPORT BEACH l-~=-~c=c~=-~c=m=----tcn,.,-,=IT=------1 -· ·-· . _ .. ·-_. ·-_ --. --· ·-· ·-1-=~u::::c=n=-------_ -.--I P-5192-S ...J '1 It °" -· ! i .,. .. • ("'.) .. . ..... .... C. .. -. -•• ¥ -< <7 i--. -..,.. ("\ -s:.. ..c M-,o . -.:\! ?lo } o ,.'l.K 3 fo f;-Mo/i!N6i 'Ti;tJN1& dJ(), f<f U&tlfb .ti ·i,-+,---' i I - ! I I I I r I l " ,.v ~ -0 I '(1 \) ;s- :f& it fu 11,(/Q e U fJ R11p. '(_ \ \ 1 CT: t ~ {,/ X g' X Co , Gt,/(¢ ~fix {Mc 1 ° G&t> /IJJ/r f ;:i,fJ./ 1)7) :f'?<>t 1).e- -!',-1 rJ--,: . . ._ ___ _ I#; !l-t' -• t1/e, 1/'J-(Jjl-~ Lf/f4)'t'' . 'fb. K1fif © rN: l'.ff 1 4t(c :3--f/o &. tc:t/;, ~a)d.s" 60 ~tl/J irJl!rs !f) fAf; I -, i(l{,r/t.-J,f/0 ; -_ nt-o-df Ji3>t1ff'f(l ,ff/: :i.. -/-lYH,{6S f2tM: (-t,o fo<,€: f!M; ( t' t::dPf!, -~ ~: 1 .•• {1,7,-E, . ~; 6.i! 1f H! c: tro 11ur.t) (4,ii: f -5(/)8 4l.l'( f,f,t,f f J7' X,(11 • ..-,-~-~---'--c---,~ ·;2r1·1_+_-_; --rr"I } l!Jt :-: -• f).~----...., .,\f! ------~ • ' (\:® IJ!i/ , , -1'141 -Ii -r,no ' ! ' --,..,.......--+--,-..."---,-'-'--'--;______;._"---,~ :f ,J~----------- \ \ \ ·<::, • ~- ~ ,.::, -.,.~ \ "... ~: =-,-'S, -~-: l'.V : t -{1 y. 54 f rtf7 ~ 11J'. 1-too {fUA r~U f# (lfo -fu9W P/ttt. ~/tJ: : _-: -__ -_ --_-~ f/J; ~j -bf/c, Jc?J£3b ~ {--1/,, (~v)a~ 'G--o K,F,f;rJ ttJ: J1J(Q1 -J 1/c Y•?7b -;f 1-tf(o ~r/) ~; ~1m, u,r: (1'5f:, -:s '; ~ Nfil/ 1r-11/J/1 l!ctlfl( /,74) \:ff -lV 111 Vf.'!frllf/t!i 'fel/NI':> 9( t(G i.r,fr(l.t:0r (ff) ff/U ~1,-noN) 1/J: 1 ✓ /'(/,.-o--i/F J} r;5c.or /N: 1-~fl1Tf-.f{& CTo k/oRkR.Y) /vl.,o.-:ff JJ0qo(}r HY Ut0~ .-&tz O;,'iJ fµ/~f ia&fbJ ft'-f.lJt!i ; ctrl,t,vr /,,-f(rl . . hi-D, .ff· frJG-41'-f f l cus·To"r::1E·R~CONTACT: l}i"Alvi~: .. ---·":--· j AHCNc<· ·--~-·FAX: -·---·-·---•-.. ['CUSTOMER NOTE: ,---·-· ---~;i.#~_;:e'.lLd1J'.:_~---____ -_--_--+,"+', ==·v1 A tl NIN G ·J LI n cie r g n," n ,l 1 'i. Sc::leduie 40 PVC.-Custorner du.:t only. , .J., '1"ff~: Tr10·0:,,\:S·.'•:~~ must:talte all sfeps Send t: r;: f.d (H" t j 2. -?·'1i2''&.~fQ~ict-:.:36"sy,.ieeps: 4~tiudt,,48''$woeps , .1~,cess;.-)f, .aavoid!pntaGl.v'if1tj1 CaU·US,tiJSC • t 3.. Si::ho:Ju!e 8Q'' swe(~ps at riser p::i!e. Us13 Sc!1ecllU!':,: 40'' if:handhole, ul10efqro1 _,. d -filcifi!ieG wh:ch:1~1r.iy l 4. Duct10 hD·minimon:i 30'' bs;lovv finit:i)e.d.ar1;ids. i-sun in ii~•,,1y tope~,;msor-i'.bmaga ' . • ~ . . f .S. !rt;,tan 1 /4" pole pu!1 JUp9 1n cluci for rn:::1r(dreliln9. 10 f~cffitii:!t ::1 tl1e ar£;,a. 11!0 in::jicaii;:d 1-5. Uuc~ rnusl b8 insp~cied OOfc1re !Jacktil)ing. . IQC81f::ms,,-.<:1Edfson untf1;1rgm,uwi l 7. D'uc1 rnusl be rnandreiled art er bm:.:ktill: • liciliiies, EY." pmvlded, are belitwed to Cu'Sitcirner is r(;.SponGfbte for aJI concrefo and aspl·iaft rep-Bi rs. t-i? ao::-un:·:-;'. hOVV~, the ftnrtl • :;~!~=t\1«;,_IT;!~st be_~nt~red o~l_y ~y SC~<f!P,~roved :cnir~ct~~· • detennir~/•w o~ ~~ loc'.ati~:~ ~? .. 2 vvorklng days betore you .:tq 1-$00--422.:4133 For sianrlby tr, F.n,t•, ·v~uli _· tlJ~I/ f/5 ' ' I (. 0 'F10?K. Vf'.fttH,. Existing structures shown on this drowing contain energized coble arid ecjuipment. Entering struc- ture or breaking thru wol/ to be done ONLY under supervision of Edison Co. personnel. CUSTOMER -CWN£D CONDUIT I.IA TtRIAl. AND coi.icREIT ENCASEMENT ARE to BE INSTALLED 1N ACCORDANCE Vi1TH EDISON ELECTRICAL SERVIC£ REQUIRD.1ENTS. •SUBJECT TO APPROVAL BY LOCAL INSPECTIOI! AUTKDRITl~S \ ""'f=x~: ..;.:t 2'=-..,__!,_G>-=--=0 ;--=(.J ..... :--'-b..,_15-'-f l'----'..__;N IN: t -111 fD J' /?.!SC:R 1/J: r-~ ~ ,5 w l( ey /t(<.;(2 __ _ \ IN : 1 -l({RflA ~ E: /t/(fll • . • -\ frte! ::liJ.())'r M-t!.:(f yJ(,,YDOt /11, 0 ,#':ft.J{o6'p(!;. tN: t,f.01-J·fc :f/2 t?1:U {f1<.1)"$'1 (ro Xtj1cr) ® j r I . 1 • ~~ utJ,/5 o/t~ t,IWJ : X ~!z) f 1!1 6-tp~{) JZ) _. C:J.: t -J~r,,' )< f X 31 -ft i CfW<L · fua;fbllX • /N; j r i,c.J J, {?;-JI..S • • • I RJ«;: ,-1(/ f(l(,,e ~1tt: -t ~-.1'i f4JA t*d -7/f.f ____ _ f?.M;: J. -/.,£& f ff. . I If !) -;/I; ::?itfP et/ o fl;f ouJ IN'. I f 1 ' .2)/e, :fr), {JflU C fli,) Cr~ ), Rdt.,: t -[{)' C(0l95 A'i'<'/41 _ •-. 'Rut: 21,!' _ 3 t( 6 J.-J:,o ~ f. .f( o (n{2.u) "S v {jo u/JJR.,tit:f) _ • fZ«t: ;;.J(,/.y r(c, ;..,-1(0 4 f-t/17 ~P-V)u1''.t[1J -zyr571"16 'f!;t1Nr~ t-~j R>,,t_. ; J.. -.J; 11J4,f e:'}es PM,: t -)owN au.'/ fat: tJL7'· )1/c.. -1{-;.... p;,c,; "'Nu DJ"f> -fii"c: 5Tt1-1tofl!) fhu: f,/ -:/fJM fr6 ftftt:'>fkff~tl) I I. • ritit'· ........ U,J > ,_ ""'"""' ,-._-....,._ 11:,1JC':"n:t1C:l$'. }su.~·,11Jox CONCRETE PRODUCTS Precast concrete Item corrlp!cte .with necklng,cover.onc:I ln~erls may be obt.a!ned from any of the 1ollowing ap;:,ro11ed mon1.1foc-turers. JENSEN PfiECAST 14221 Son Bernardine Ave., Fontono. Colif. 92335 Phone: (909) 350-4111 UTILITY VAOLT CO. 10650 Hemlock Av~., FoT'ltcno, Cll!if. 92335 • Phone: (909) .'.350-2675 (909) 428-.3700 041: Rev.· 10/04/00 QI). IIOJjr ~ tRloliSl'Ol!lll'.JI OOCII :m r s,:cc,,o,;rt •uo. sr.R\lct ut.uS W51 & tt51~0 I~ Si-1\l"IJ AAU 51' f'lli i ,. • ' _/f,.. -------~ • -- 00 --... .....,___ .. __ ·<, f f>HE.CASi CONCRET[ PULL, l~DX WiTi·I DFF1c> R!::CLSS!::S (~/'x ::,' OR 2'o"x .t' on sx 5') • TYPICAL GUiiER GRADE: (NO .SCALE)· 3' SHOWl~G FULL ENCASEMENT SIMILAR CONSlRUCTIOt-1 FOR UORE OR FEWER 1CONDU!T SECTION REciUIREO FOR MORE lH_AN 4 CONDUITS on· 11: .... 1%/L/00 _ bk~?/-(; r~, -3-@:f5f '1 PROVIDED FOR INFORMATION & COORDINATION ONLY fi14f • r ()f t : ,; . ,i 1 . : 8eitle { / f(} f-511~-g .,.,I 7 ~ > '>I\ •• -· " I " ... "' G " 1' ;o -,. " "' ""b 'F" -" ... I" i .,. .. -