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Item 4G Southlake Entry Monument_Bid DocumentsSOUTHLAKE ENTRY MONUMENT CITY OF SOUTHLAKE DMDG PROJECT NO, 22-16 BID NO, RFB 1703B460PM17007 OT CLIENT PRIME CONSULTANT GENERAL NOTES INDEX of SHEETS CITY OF SOUTHLAKE 1. PRIOR TO ANY CONSTRUCTION, THE CONTRACTOR SHALL BE FAMILIAR WITH THE PLANS COVER SHEET INCLUDING ALL NOTES AND THE TECHNICAL SPECIFICATIONS. FAILURE ON THE PART OF THE CONTRACTOR TO BE FAMILIAR WITH ALL STANDARDS AND SPECIFICATION PERTAINING TO THE LA 1 EXISTING CONDITIONS PLAN DESIGN GROUP WORK SHALL IN NO WAY RELIEVE THE CONTRACTOR OF RESPONSIBILITY OF PERFORMING THE ADDRESS: 1400 Main Street CONTACT: Patty Moos WORK IN ACCORDANCE WITH ALL SUCH APPLICABLE STANDARDS AND SPECIFICATIONS. LA 2 GRADING PLAN Southlake, TX 76092 2. THE LOCATIONS OF EXISTING SUBSURFACE UTILITIES HAVE LA 3 CONSTRUCTION LAYOUT AND COORDINATE PLAN PHONE: 817.748,8652 250 Miron Drive BEEN DETERMINED FROM DATA RECORDED BY OTHERS. CONTRACTORS SHALL VERIFY •76092THAT NECESSARY CROSSING CLEARANCES BETWEEN EXISTING AND PROPOSED UTILITIES LA 4 LANDSCAPE PLAN EXIST PRIOR TO CONSTRUCTION OF ANY SUCH CROSSING. IT WILL BE THE RESPONSIBILITY • • , • • k . • • OF THE CONTRACTOR TO PROTECT ALL UTILITIES IN THE CONSTRUCTION OF THIS PROJECT. DT.1 DETAILS 3. MAINTAIN ALL WORK AND MATERIAL STORAGE AREAS IN ORDERLY CONDITION, FREE OF DEBRIS AND WASTE; UPON COMPLETION OF CONSTRUCTION CLEAN UP THE PROJECT AND IR.1 IRRIGATION PLAN ADJACENT AFFECTED AREAS TO ACCEPTABLE CONDITION, AS NOTED IN THE GENERAL CONDITIONS. IR.2 IRRIGATION DETAILS 4. THE CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES, PIPES E.1 ELECTRICAL LAYOUT PLAN AND STRUCTURES EITHER SHOWN OR NOT SHOWN ON THE PLANS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO UTILITIES AND STRUCTURES DURING E.2 FIXTURE DETAILS CONSTRUCTION. THE CONTRACTOR SHALL COORDINATE LINE LOCATION WITH S&E CTIONS CITY UTILITIES, THE CONTRACTOR SHALL FIELD VERIFY DIMENSIONS AND EXSTNGSITCONDITIONS. E.3 LIGHTING SPECIFICATIONS 5. ANY TREE TRIMMING SHALL BE DONE UNDER THE DIRECTION OF A LICENSED ARBORIST, AND SHOULD BE PERFORMED BY CREWS WHO SPECIALIZE IN ARBORICULTURE NOTE: CALL 1-800-DIG-TESS PRIOR TO CONDUCTING AND LOCATIONMAPSUB-CONSULTANTS DIGGING OR UNDERGROUND DEMOLITION WORK. YAGGI ENGINEERING, INC. Electrical Engineer 5840 WEST 1-20, SUITE 270 / ARLINGTON, TX 76017 n 817.483.2373 PedoRnance Bicycle Kohl's Sourhleke 6 CVS Pharmacy Ilk DON ILLINGWORTH & ASSOC, INC. Structural Engineer PPOJECT LOCATION 2401 AVE. J, #206 / ARLINGTON, TX 76006 817.649.1544 h Bea BelnB Beyond T.J. MexR Yws! a Old New J °k MOAK SURVEYORS, INC Surveyor Men's weakhouse 1105 CHEEK SPARGER ROAD / COLLEYVILLE, TX a 76034 817.268.2211 Yl Mellow Mush room - Chipolle Merlcan Grill SHOGUN Su Is Yl r, - SETH HEIDMAN IRRIGATION DESIGN AND ABamla's Tax-Mea - .,,,��, ����• - Irrigation Consultant CONSULTING 6009 W. PARKER ROAD #149-121, PLANO, TX. Famnaswinga _ 75093 972.816.5141 Public Storage & KirMJs Prime Steakhouse YI 11 °ulkTap 2 o 7, Go-gle Map Eels Mol6Gm]le T.— sard.cicll k STORM DRAIN BENCHMARH 1/2" CAPPED STEEL ROI STAMPED "MOAK RAND01 ELEV-652.66 NORTH SCALE 1" = 10' G,j TFwq y BENCHMARK 1/2" CAPPED STEEL ROD STAMPED "MOAK RANDOM" ELEV-656.16 �o ,P UTILITY LEGEND �W WATER MH © GAS MH SANITARY SEWER MH OD STORM DRAIN MH 19 WATER VALVE WATER METER ® WATER FAUCET FIRE HYDRANT UTILITY POLE ❑E ELECTRIC TRANSFORMER OE ELECTRIC MANHOLE ® ELECTRIC SERVICE, PLUG OR BOX —0— SIGN 8 TELEPHONE/CELL RISER/SERVICE/MARKER A CABLE TV RISER/SERVICE (D TELEPHONE MANHOLE © GAS METER/SERVICE/MARKER/VALVE © PIPELINE MARKER R.C.P. REINFORCED CONCRETE PIPE C.M.P. CORRUGATED METAL PIPE co SANITARY SEWER CLEANOUT FIBER OPTICS/MARKER/BOX © GRATE INLET Q TRAFFIC SIGNAL CONTROL BOX M IRRIGATION CONTROL VALVE ® BOLLARD OR GATE POST LIGHT POLE ® POST FOR SIGNAL CROSSING © SOLAR PANEL 0 ROOF DRAIN SECURITY CAMERA O UNDERGROUND CABLE MARKER se SEPTIC TANK ® MAILBOX ® WATER FAUCET EXISTING CONDITIONS PLAN no. date revision BID DOCUMENTS date: 03.14.2017 drawn by: KP project no: 22-16 The work shown on this sheet is the sole property of the david mccaskill design group. The work shown on this sheet may not be used without express written permission from the david mccaskill design group. Any reproduction, modification or wrongful distribution of this sheet will infringe upon copyright laws. GA TFwq BENCHMARK _ =7'�L, .TrL .uE, -'TAM-'-[, 'rM A[- , [IDS W 11 Jac coo NORTH SCALE V = 10' sa / LEGEND EXISTING CONTOUR LINES —65G— PROPOSED CONTOUR LINES +65&. 5 PROPOSED SPOT GRADES TW TOP Off WALL nP HIGH POINT GRADING PLAN no. date revision BID DOCUMENTS date: 03.14.2017 drawn by: KP project no: 22-16 The work shown on this sheet is the sole property of the david mccaskill design group. The work shown on this sheet may not be used without express written permission from the david mccaskill design group. Any reproduction, modification or wrongful distribution of this sheet will infringe upon copyright laws. 0 5 10 20 NORTH SCALE 1" = 10' 11 R5 BM01- ,,—WA03 / R4 RS'-4 WA04 R 05 / �S PREFIX ITEM NUMBER OF COORDINATE POINTS BM BENCHMARK 2 RA RADIUS POINTS 6 WA WALLS 3 PREFIX NUMBER NORTHING EA5TING BM I N 7024735.5535 E 2396297.4275 BM 2 N 7024786.4 154 E 2396147. 1 G53 PREFIX NUMBER NORTHING EA5TING RA I N 702473 1.5420 E 2396267.4900 KA 2 N 7024720.5723 If2396268.6966 KA 3 N 7024716.6813 E2396280.5510 KA 4 N 7024726.9444 E2396276.7248 KA 5 N 7024736.2542 E 2396282.8662 RA 6 N 7024740.0399 E2396267.5613 PREFIX NUMBER NORTHING EA5TING WA I N 7024745.6922 E 2396262.6528 WA 2 N 7024747.3397 E 2396269.4562 WA 3 N 7024729.1164 1 E2396273.8690 WA 4 N 7024725.5250 E 2396271 .4392 WA 5 N 70247 19.2 138 E 2396273.6947 WA 6 N 7024718.0371 E 2396268.835 1 I Ox 40' V150TITYTRIANGLE GATFwA 0 9 1)/?/ V, 7 WAO 51ONE RETAINING WALL J REF. DEL 5/DT.I STONE MONUMENT REF. DETAILS ON 5HT.DT.I CONCRETE EDGING REF. DET. I/LA 4 I_x15TING SIGN 7 STONE RETAINING WALL REF. DET. 5/DT. I CONSTRUCTION LAYOUT AND COORDINATE PLAN no. date revision BID DOCUMENTS [date: 03.14.2017 drawn by: KP project no: 22-16 The work shown on this sheet is the sole property of the david mccaskill design group. The work shown on this sheet may not be used without express written permission from the david mccaskill design group. Any reproduction, modification or wrongful distribution of this sheet will infringe upon copyright laws. (7) LANTANA (5) THUNDER CLOUD' TEXAS SAGE (1) RED BEAUTY HOLLY / (3) LITTLE GEM MAGNOLIA I (I 700 5F) COMMON BERMUDA 50D (1) RED BEAUTY HOLLY (G)TEXAS SAGE. 'THUNDER CLOUD" (G) IANTANA F (9) LITTLE RASCAL HOLLY ENLARGED PLAN SCALE 1"=5' (14) PURPLE PIXIE LOROPETALUM (4) LANTANA \ — (3 1) BLUE RUG JUNIPER (47) MEXICAN PETUNIA AND STELLA D'ORA DAYLILY MIX (34 5P) RIVER C05BLE REF. DET. 2/LA,4 (27 5P) SEASONAL COLOR TO BE SELECTED BY OWNER (1 1 2 LF) COLIC. EDGE / REP. DET. I/LA.4 PLANTING SCHEDULE SYMBOL OTY. COMMON NAME SCIENTIFIC NAME SIZE SPACING COMMENTS TREES I ] 3 LITTLE GEM MAGNOLIA Magnolia grandrflora'Little Gem' 7 gal AS SHOWN SHRUBS 17 LANTANA Lantana camera 3 gal 24" Q.C. - ® 9 LITTLE RASCAL HOLLY Ilex x'Mondo' I gal 12" O.0 MUST BE MALE PLANT 14 PURPLE PIXIE LOROPETALUM Loropetalum chmensls'Purple Pule' 3 gal 3G, O.C. - 2 RED BEAUTY HOLLY Ilex x'Rutzan' 3 gal 30 O.C, O]I THUNDER CLOUD TEXAS SAGE Leucaphyllum candldum Thunder Claud 3 eal 3G" O.C. GROUNDCOVER 31 BLUE RUG JUNIPER Jumperus horizontalls'Wtltoml' I gal 24" O.C. - 47 MEXICAN PETUNIA Ruellla Brlttonlana 4" pots 12" O.C. - 47 STELLA D' ORO DAYLILY Hemerocalle'Stella de Oro' I gal 12" Q.C. - 27 5F SEASONAL COLOR - 4" pots 12" O.C. - 1700 5F COMMON BERMUDA 50D Cynodon dactylcn 34 5F RIVER COBBLE - - - - ',,� NORTH SCALE 1" = 10' rATFwAY EXISTING TREE (TYR.) NCO CONCRETE CURB W/ DRY BROOM FINISH POUNDED EDGE 'I O ADJACENT LAWN/LANDSCAPE I f11H 'All PNO. �� 4 BARS CONT. III III _III— — COMPACTED 5UBGRAOE CONCRETE MOW CURB 1 I 1)2" 11'_0" U APPROX. 501) LIMITS SEE ENLARGEMENT Of TH15 AREA AT LEFT NOTE: ADD SAWN CONTKOLJOINT5 AT 6-0" O.C. ADJACENT CONIC MOW EDGE 3" - 4" MAX DIA. MULTI -COLOR SMOOTH RIVER COBBLE WEED CONTROL FABRIC �mr�r•�-t�rrH zaT� RIVER COBBLE DETAIL 1 /2"= 1'-0" I O' x 40' VI5IBIUTY TRIANGLE i P J J\V- GENERAL LANDSCAPE NOTES 1. CONTRACTOR 15 RESPONSIBLE FOR VERIFYING LOCATIONS OF UNDERGROUND UTILITIES AND STRUCTURES PRIOR TO CONSTRUCTION. 2. THE LANDSCAPE CONTRACTOR SHALL PROTECT ALL LANDSCAPE MATERIALS FROM DAMAGE. DAMAGED PLANT MATERIAL SHALL BE REPLACED WITH 51MILAR VARIETIES AND 5IZE5 IF DAMAGED, DESTROYED, OR LOST, 3. IT 15 THE RESPONSIBILITY OF THE CONTRACTOR TO ADVISE THE LANDSCAPE ARCHITECT OF ANY CONDITION FOUND ON THE SITE WHICH PROHIBITS INSTALLATION AS SHOWN ON THE DRAWINGS. 4. SOLID SOD ALL AREAS DISTURBED BY CONSTRUCTION 5. TURF GRASS SHALL BE REMOVED FROM ALL PLANTING BEDS AND BED TREATED WITH ROUNDUP HERBICIDE PRIOR TO 501L AMMENDMENT. G. ALL SHRUB BEDS SHALL BE AMENDED BY REMOVING 2" OF U15TING TOPSOIL, PLACING 2" OF COMPOST AND MIXING TO A TOTAL DEPTH OF &. 7. ALL PLANT MATERIAL SHALL BE MAINTAINED IN A HEALTHY AND VIGOROUS GROWING CONDMON, AND MUST BE REPLACED WITH PLANT MATERIAL OF SIMILAR VARIETY AND 517E IF UNHEALTHY, DAMAGED, DESTROYED, OR OTHERWISE REMOVED. B. LANDSCAPE AREA5 SHALL BE KEPT FREE OF TRASH. LITTER AND WEED5 AT ALL TIMES DURING CONSTRUCTION. 5. PLANT SPACING IE AS INDICATED ON THE PLANT SCHEDULE' UNLESS OTHERWISE NOTED. IT 15 THE CONTRACTOR'S RZ5PON51BILITYTO PROVIDE FULL COVERAGE IN ALL PLANTING AREAS AS SPECIFIED IN THE PLANT SCHEDULE REMARKS. IT 15 THE CONTRACTOR'S RESPONSIBILITY TO CONDUCT AN INDEPENDENT TAKE -OFF TO VERIFY SIZES AND QUANTITIES OF PLANT MATERIALS SHOWN. 10. REFER TO PLANTING SCHEDULE FOR ALL PLANTING TYPES, SIZES AND SPACING. I I . THE IRRIGATION SYSTEM SHALL BE MODIFIED TO ACCOMMODATE NEW CONSTRUCTION AND SHALL BE OPERATIONAL AT THE TIME OF PLANT MATERIAL INSTALLATION. ALL WORK ON THE IRRIGATION SYSTEM, INCLUSIVE OF HYDROSTATIC COVERAGE AND OPERATIONAL TESTS SHALL BE COMPLETED PRIOR TO PLANTING INSTALLATION. 12. ALL SHRUB BED5 SHALL HAVE A 2" THICK SHREDDED HARDWOOD MULCH LAYER. LANDSCAPE PLAN no. date revision BID DOCUMENTS date: 03.14.2017 drawn by: KIP project no: 22-16 The work shown on this sheet is the sole property of the david mccaskill design group. The work shown on this sheet may not be used without express written permission from the david mccaskill design group. Any reproduction, modification or wrongful distribution of this sheet will infringe upon copyright laws. 7" Xz" THK. PAINTED ALUM LETTERS, J' PIN MOUNT I G" X 3" DEEP, ALUM. LETTER 0.080" THK, }THK ACRYLIC BACK, PIN MOUNTED 3" Off LIMESTONE 24" THK. X 3'-3" X 5'-9" - LIME5TONE BLOCKS ROUGH CUT PACE ON ALL EXPOSED SURFACES }" CONDUIT TO A BOX AND EACH WALL LETTER G" X G" ALUM RACEWAY IN5ET INTO BLOCK 2- 12" WIDE LADDER TYPE HOR1Z. -T. REINF }CONDUIT J" MORTAR JOINT 24" x I " 0 5MOOTH 5TAI NLE55 5TL DOWEL, 2 PER STONE OR @ 8'-O" G.C. MAX GROUT BOTTOM HALF IN PLACE CYP.) FILL VOID WITH GROUT GONG. FOUNDATION O CONT. No.4 BARS TOP @ I0"O.C.E.W. n n No.4 BENT BAR5 BOTTOM II 'I @ 10" O. C.E.W. BOTTOM COMPACTED 5UBGRADE - 2S'_4" SIGN -PLAN VIEW 2'-0" ALUM. LOGO BOX. REP. DET. 9/DT.01 PAINTED ALUM LETTERS PAINTED ALUM, LETTER5, BACKOUT AND PIN MOUNTED 2'_0" 3'-O- 2'-G" FINISH GRADE STONE WALL REF. DET. 5/OT. I 24" THICK 3'-3" X 5'-9" ROUGH CUT LIMESTONE 5TACKED BLOCKS SIGN -SIDE ELEVATION �ns=1' 0" v 3" THK. SOLID STONE CAP 'Al 711F-� � FINISH GRADE 575" CMU BLOCK FILL CELLS p W/ GROUT ro m STONE VENEER AS SPECD 2" p Nii G" NDEEP RAKED MORTAR JOINT 0" 2"CLR 0 CORRUGATED STRAPANCHORS o @ 3G" O.C. 2 R4 BARS O TOP CONT. o o No.4 DOWEL @ I G" O.C. N PVC WEEP HOLE @ G' O.C. ]I, - FINISH GRADE a ° BARS CONT. ° a Fv ° a a ILTER ABRIC 3- No ° d1 b� °° ° .4 JJ a° d ° a° 3" CUR FF n d ° o d ^ GONG. FOOTING No.4 BARS @ I G" O.C. m6" X G" GRAVEL POCKET _- @ EACH WEEPHOLE &SIGN SECTION COMPACTED 5UBGRADE STONE WALL SECTION S -I-O LIMESTONE BLOCK BEYOND W NOTES: . CONTRACTOR TO BE PROVIDED DIGITAL FILE FOR "5" LOGO. 2. 512E LETTER AND LOGO BOX PERFORMANCE SPEC. IN THE TECHNICAL SPECIFICATIONS F_� ELEVATION 2" DEEP BACKLIT ALUM LOGO BUILT UP z' Off BACKPLATE W/'5" 5TAND5 - 3" CAP 1' 0"12� PAINTED ALUM. BOX mNI 0" 14 GA. .I 1 J2"`WIDE X " DEEP REVEAL LIMESTONE BLOCK ALUM BACKPLATE _— z' CONDUIT 2" DEEP BACKLIT ------- ALUM. LOGO BUILT UP �' OFF BACKPLATE W/ "5" STANDS }" WIDEX j" DEEP REVEAL SECTION ALUM. LOGO BOX 6 Im F"Mo_l'id8 DON 11 14 ORTH B ASSOC., INC. caNSulTNcsiauCnlwlLeBr Fns PH 81]E�&15E4 ipXB1]JH&1615 A, • OF••,TF DTI M..................... :. o e RCBERTLNICHOLAS 5 90239 •: ct {� This seW . swb.ed %, she ETA SOUTHkAKE ENTRY MONUMENT Sovthlske, Texas DETAILS March 14, 2017 no. date revision BID DOCUMENTS date: 03.14.2017 drawn by: KP project no: 22-16 The work shown on this sheet is the sole property of the david mccaskill design group. The work shown on this sheet may not be used without express written permission from the david mccaskill design group. Any reproduction, modification or wrongful distribution of this sheet will infringe upon copyright laws. STORM GA DRAIN INLET CURB ;" OAK 9" CLM 6" OAK 5" OAK \ 5" OAK NORTH SCALE SCALE 1 = 10 7" OAK 5" OAK 5" OAK+ 5" OAK DRy [/A 7 t //;BORE FOR �j 4" SLEEVE 2" SLEEVE P00 V 1110 1-�j IRRIGATION LEGEND: _ __ 1S 51 OAK SYMBOL DESCRIPTION 1-1 /4"/ CV - QUICKCOUPLING F / VALVE 3/4\ O REMOTE CONTROL 6" OAK VALVE \ \\ \\ \\ \\ \ \ 1-1 /4 I BALL VALVE 1/2" \ \ \ \ \ \ \ 1 \ \ \ \I \ I 3/4" \ \ \ \ \ \ \ \ \ MAINLINE PIPING \ \\ \ \\ \ \\ \\ \ \ \\ \\ \\ ,' LATERAL PIPING \ \ \\ \ \\ \\ \ \\ \ \ \ \ \\III 3/4" / REMOTE CONTROL \ \ \ \ \ \ \ \ \ \ \ \ \ DRIP VALVE DRIP HEADER \\ \\ \\ PIPING \ \ \ \ \ \ \ \ \ \ F PLANTING BED DRIPLINE TUBING n STATION NUMBER I / I -El VALVE SIZE ,- 1/2" GPM(APPROX.) IL STORM .; DRAIN INLET ` J O V P MANUFACTURER RAINBIRD 1A,11011.11: f, LASCO REFER TO SPEC. REFER TO SPEC. ICL11Nc1I:1H 1:1�y�3C.Ey]x�1 RAINBIRD PIPE SIZE CHART FLOW/GPM: PIPE SIZE: 0-4.0 1/2" 4.1 - 9.5 3/4" 9.6 - 14.5 1" 14.6 - 27.0 1-1 /4" 27.1 - 35.0 1-1 /2" 35.1 - 55.0 2" 55.1 - 70.0 2-1 /2" MODEL NO, #33-DNP WITH LASCO BALL VALVE, PURPLE LID READS "RECLAIMED WATER, DO NOT DRINK" IN ENGLISH AND "NO TOME" IN SPANISH. FEB SERIES WITH PRS-D PRESSURE REGULATOR, REFER TO PLANS FOR SIZE COMPACT, LINE SIZE CLASS 200 PVC 314" & LARGER - CLASS 200 PVC 1/2" - CLASS 315 PVC XCZ-PRB-100-COM CONTROL ZONE KIT VALVE, REFER TO PLAN FOR SIZE CLASS 200 PVC UNLESS OTHERWISE NOTED XFD-06-18 AT 18" O.C. WITH XF INSERT FITTINGS, TDS-050 GALVANIZED TUBING STAKES AND DRIP INDICATOR HEAD 6 SETH HEIDMAN IRRIGATION DESIGN & CONSULTING, LLC ED09W.PVo,rMR149421.W —.T— 75 3 TBL9724114.541 Ini,d.tl io Taa,l,, .,hl db, sheTags of E"v.rocmil QlWl,, (TCEQ), MC-178, P.6 Ba 13087, Arid, Taal, 78711-1087. T EQ wehsrte s:www.a .a se.a.u: IRRIGATION PLAN c5?'E O F TF� fi SE A..HEIDMAN March 14, 2017 no. date revision BID DOCUMENTS date: 03.14.2017 drawn by: SAH project no: 22-16 The work shown on this sheet is the sole property of the david mccaskill design group. The work shown on this sheet may not be used without express written permission from the david mccaskill design group. Any reproduction, modification or wrongful distribution of this sheet will infringe upon copyright laws. AIR RELIEF VALVE \WN POP-UP HEAD, INSTALL 1/4- ABOVE FINISH GRADE 7JId/ � FINISH GRADE 90 STREET ELL MIPT X SLIP X 1/2' 1/2' X 12" (MIN.) FLEXIBLE PIPE -90 STREET ELL MIPT X SLIP X 112" PVC LATERAL PIPE (SIZE NOTED ON PLAN) LAWN SPRAY HEAD QSSI "RECLAIMED WATER, DO NOT DRINK" IN ENGLISH AND " NO TOME" IN SPANISH. QUICK COUPLING VALVE ­1,.,,..,,. � FINISH GRADE NO (2) STAINLESS STEEL WORM GEAR CLAMPS VALVE BOX EXTENSIONS AS REDID PVC MAINLINE PVC BALL VALVE, SAME SIZE AS QUICK COUPLING VALVE V LASCO UNITIZED O-RING SWING JOINT ASSY. 6" VALVE BOX EXTENSIONS AS READ QUICK COUPLING VALVE W/ BALL VALVE JWWI, lHoI,1.I W E ",.L"It .&J. BLACK LID SET 1/4" ABOVE DISH GRADE FINISH GRADE RELIEF VALVE KIT: ,INBIRD X1700 AR VALVE KIT /ASHED PEA GRAVEL DIAMETER GRAVEL) DRIPLINE TUBING L� 6• VALVE BOX EXTENSIONS AS REDID AIR RELIEF VALVE DRIP INDICATOR HEAD CLASS PVC PVC HEADER SUB HEADER - EXHAUST HEADER SUB HEADER ROW SPACING PER EXHAUST HEADER MANUFACTURER DRIPLINE `EMITTER PER MANUFACTURER TYPICAL DRIPLINE LAYOUT IGH-POP SPRAY HEAD, INSTALL iN//ji4�I�"AII�JBOVE FINISH GRADE IIII{�I� Il fVl 1 .r FINISH GRADE C LATERAL PIPE (SIZE ,S NOTED ON DRAWING) STREET TEE MIPT X SLIP PVC LATERAL PIPE (SIZE NOTED ON PLAN) 1/2" X 12" (MIN.) FLEXIBLE PIPE USE BOTTOM INLET ONLY 90 STREET ELL MIPT X SLIP X 1/2" DRIP INDICATOR HEAD 1" CIA. WIRE COIL - 24" LONG WATERPROOF WIRE CONNECTORS 10" ROUND HIGHLINE VALVE BOX W/ GREEN //` LID SET I/4'ABOVE FINISH GRADE / rREMOTE CONTROL VALVE l FINISH GRADE ;"WASHED PEA GRAVEL (V DIAMETER GRAVEL) i PVC MAINLINE PVC LATERAL LINE, 45" ELL TO REMOTE CONTROL VALVE NN­ " ROUND HIGHLINE VALVE BOX W/ BROWN LID SET 1/4' ABOVE FINISH GRADE FINISH GRADE DRIP BARBED FITTING 1/2" LASCO BALL VALVE 90 STREET ELL MIPT X SLIP X 112" 11T x 12" (MIN.) FLEXIBLE PIPE 90 STREET ELL MIPT X SLIP X 12' 6" WASHED PEA GRAVEL (1" DIAMETER GRAVEL) FLUSH VALVE CLASS 200 PVC PVC HEADER 1" REMOTE CONTROL DRIP VALVE CLASS 200 , PVC HEADER MAINLINE, LATERAL, AND WIRING REF SPEC. 18" OR PVC LATERAL `PVC MAINLINE WIRING 1. TAPE & BUNDLE WIRING AT 1W-0" INTERVALS. TRENCHING DETAIL CONTROL ZONE KIT VALVE SCH. 80 UNION DISC FILTER PRESSURE REGULATING VALVE SCH. 80 UNION I IIIIMLIr .- FINISH GRADE PVC MAINLINE PVC LATERAL LINE BRICK SUPPORT P4'MIN, 17MIN. 12"xl7"HIGHLINE VALVE BOX (1 - EA. CORNER) WITH GREEN LID SET 1/A" ABOVE FINISH GRADE 6' WASHED SHEGRAVEL M x F.I.P.S. COUPLING (1- DIAMETER GRAVEL) REMOTE CONTROL DRIP ZONE KIT .I SHIM CLASS 200 PVC HEADER CLASS 200 PVC HEAD[ DRIP INDICATOR HEAD ill I..m SUB HEADER SUPPLY/ EXHAUST EXHAUST HEADER HEADER t} FLUSH + `FLUSH VALVE FLUSH 1* VALVE 1} VALVE L EMITTER ROW SPACING PER PER MANUFACTURER I L EMIT DRIPLINE MANUFACTURER DRIPLINE TYPICAL DRIPLINE LAYOUT FLUSH VALVE NOTES: 1. ALL 24 VOLT LEAD AND COMMON VALVE WIRING SHALL BE A MINIMUM OF OF-14 GA. SINGLE CONDUCTOR. REFER TO MANUFACTURER'S RECOMMENDATIONS FOR PROPER WIRE SIZE. WIRE SPLICES SHALL BE 3M-DBY PERMANENT AND WATERPROOF PER THE SPECIFICATIONS. 2. COORDINATE INSTALLATION OF IRRIGATION SYSTEM WITH LANDSCAPE CONTRACTOR TO ENSURE ALL PLANT MATERIAL WILL BE WATERED IN ACCORDANCE WITH THE INTENT OF THE PLANS AND SPECIFICATIONS. 3. A LICENSED IRRIGATOR OR LICENSED IRRIGATION TECHNICIAN SHALL BE ON -SITE AT ALL TIMES WHILE THE LANDSCAPE IRRIGATION SYSTEM IS BEING INSTALLED PER CITY OF SOUTHLAKE REQUIREMENTS. 4. PIPING AND VALVES IN PAVING SHOWN FOR CLARITY, INSTALL IN ADJACENT PLANTING BED OR LAWN AREA. 5. LATERAL PIPING SHALL HAVE A MINIMUM OF 12" OF COVER. MAINLINE AND PIPING UNDER PAVING SHALL HAVE A MINIMUM OF 18" OF COVER. ALL FITTINGS TO BE SCHEDULE 40 PVC. USE WELD -ON #705 SOLVENT AND #P-68 PRIMER FOR PVC CONNECTIONS PER THE SPECIFICATIONS. 6. ALL PROPOSED MAINLINE TO BE 2-INCH CLASS 200 PVC. SIZE ALL LATERAL PIPING PER MANUFACTURER'S RECOMMENDATIONS OF NOT EXCEEDING 5 FPS. REFERENCE PIPE SIZE CHART. 7. CONNECT LAWN AND DRIP INDICATOR HEADS TO LATERAL PIPING WITH 1/2" FLEXIBLE PVC AND 1/2" SCHEDULE 40 PVC FITTINGS AS REQUIRED, PER DETAIL SHOWN. USE WELD -ON #795 SOLVENT AND #P-68 PRIMER ON THESE CONNECTIONS PER THE SPECIFICATIONS. 8. INSTALL QUICK COUPLING VALVES IN TWELVE BY SEVENTEEN (12"1 INCH HIGHLINE VALVE BOX PER DETAIL SHOWN. CONNECT QUICK COUPLING VALVES TO MAINLINE PIPE WITH LASCO "UNITIZED", O-RING SWING JOINTS PER DETAIL SHOWN, #T722-212. SUPPLY OWNER WITH ONE (1) COUPLER KEY WITH SWIVEL HOSE BIBB EACH, #33DK-10 AND #SH-0 RESPECTIVELY. VALVES TO BE INSTALLED SO THAT TOP OF QUICK COUPLER IS 2" BELOW BOTTOM OF VALVE BOX TOP, PURPLE LID READS "NON -POTABLE, NOT SAFE FOR DRINKING" IN ENGLISH AND SPANISH. INSTALL EVERY 150'-O" ON CENTER ALONG ENTIRE LENGTH OF MAINLINE. 9. INSTALL REMOTE CONTROL VALVES AND WIRE SPLICES IN TEN (10") INCH ROUND HIGHLINE VALVE BOXES PER DETAIL SHOWN. 10. INSTALL BORES UNDER ALL HARDSCAPE SURFACES SUCH AS ROADS, DRIVES, WALKS, ETC. WHETHER SHOWN OR NOT. SLEEVES SHALL BE SCHEDULE 40 PVC, SIZED AS NOTED ON PLANS AND INSTALLED BY LANDSCAPE IRRIGATION CONTRACTOR. 11. ADJUST NOZZLES FOR SITUATIONS THAT REQUIRE LESS THAN 90° DEGREE RADIUS SPRAY. NO OVERSPRAY ALLOWED ON ANY HARDSCAPE SURFACES. 12. DESIGN PRESSURE IS 58.0 PSI. STATIC PRESSURE IS 65 PSI. TEN DAYS PRIOR TO START OF CONSTRUCTION, VERIFY STATIC PRESSURE. IF STATIC PRESSURE IS LESS THAN STATED DO NOT START WORK UNTIL NOTIFIED TO PROCEED BY OWNER. 13. MINIMUM DISTANCE BETWEEN MAIN LINE AND LATERAL LINE FITTINGS (EXCEPT FOR REDUCER BUSHINGS) TO BE EIGHTEEN (18") INCHES AND MINIMUM HORIZONTAL DISTANCE OF TWENTY-FOUR (24") INCHES BETWEEN ANY VALVES THAT ARE INSTALLED SIDE BY SIDE. 14. INSTALL REMOTE CONTROL DRIP ZONE KIT VALVES IN TWELVE BY SEVENTEEN (12-1 INCH HIGHLINE VALVE BOXES PER DETAIL SHOWN. 15. INSTALL DRIPLINE MINIMUM OF 2" AND A MAXIMUM OF 4" FROM HARDSCAPE SURFACES. STAKE DRIPLINE AND RECEIVE APPROVAL FROM OWNER'S REPRESENTATIVE BEFORE INSTALLATION. DO NOT EXCEED MANUFACTURER'S RECOMMENDATIONS OF 5'-0" PER SECOND IN DRIPLINE. 16. PROVIDE AND INSTALL DISTRIBUTION TUBING, STAKES, EMITTERS, TRANSFER FITTINGS, DIFFUSER BUG CAP, CONTROL ZONE KITS, ETC. NECESSARY FOR PROPER INSTALLATION OF THE BEDS. ALL PVC HEADER PIPING TO BE CLASS 200 PVC SOLVENT WELD PIPE. INSERT ALL RAINBIRD XF DRIPLINE INSERT FITTINGS PER MANUFACTURER'S RECOMMENDATIONS. 17. INSTALL ONE DRIP INDICATOR HEAD FOR EACH DRIP ZONE. INDICATOR HEAD TO BE A RAINBIRD 1812-SAM-PRS POP-UP SPRAY WITH 5 SERIES VAN NOZZLE TURNED TO OFF POSITION. 18. AIR RELIEF VALVE TO BE RAINBIRD AR VALVE KIT INSTALLED IN A SIX-INCH (6") HIGHLINE ROUND VALVE BOX WITH BLACK LID AND 6" OF GRAVEL SUMP. FLUSH VALVES TO BE 1/2" LASCO BALL VALVE ON IPS FLEXIBLE PIPE AND 1/2" SCHEDULE 40 FITTINGS INSTALLED IN A SIX-INCH (6") HIGHLINE ROUND VALVE BOX WITH BLACK LID AND 6" OF GRAVEL SUMP. 19. ALL PLANTING BED XFD DRIPLINE AND DISTRIBUTION TUBING TO BE INSTALLED AT GRADE BELOW MULCH LAYER PER MANUFACTURER'S RECOMMENDATIONS. ALL DRIPLINE TO BE INSTALLED MINIMUM OF V 4" AND MAXIMUM OF V-8" ROW SPACING UNLESS INSTRUCTED OTHERWISE. L.I.C. IS RESPONSIBLE TO VERIFY THE EXACT EMITTER FLOW, EMITTER SPACING, AND ROW SPACING WITH MANUFACTURER PRIOR TO INSTALLING TO PROVIDE PROPER PRECIPITATION RATE BASED ON PLANT MATERIAL AND SOIL TYPE. TUBING TO BE STAKED WITH RAINBIRD 12 GA. GALVANIZED TIE DOWNS. INSTALL STAKES EVERY TI ALONG ENTIRE LENGTH OF TUBING AND A MINIMUM OF 24" FROM ANY FITTINGS. 20. INCLUDE THE FOLLOWING ALLOWANCES FOR PROVIDING AND INSTALLING AIR RELIEF VALVES AND FLUSH VALVES FOR THE DRIP SYSTEM. EXACT QUANTITY AND LOCATION OF THESE DEVICES WILL BE DETERMINED AT THE TIME OF INSTALLATION. IN GENERAL, ALL AIR RELIEF VALVES WILL BE INSTALLED AT THE HIGH POINTS AND FLUSH VALVES WILL BE INSTALLED AT THE LOW POINTS OF EXHAUST HEADER. ALLOW FOR APPROXIMATELY ONE (1) AIR RELIEF VALVE AND APPROXIMATELY ONE (1) FLUSH VALVE FOR EACH DRIP ZONE KIT. 21. WHERE POSSIBLE LOCATE ALL MAINLINES, VALVES, OR CONTROL WIRES SHALL BE LOCATED AND INSTALLED OUTSIDE RIGHT-OF-WAY. 22. PROVIDE ALL LABOR AND MATERIALS NECESSARY TO HAND DIG WITHIN ALL EXISTING TREE ROOT ZONES. CONTRACTOR MUST STAKE DITCHES AND RECEIVE APPROVAL FROM LANDSCAPE ARCHITECT PRIOR TO ANY TRENCHING OR DIGGING, 23. PROVIDE ALL LABOR AND MATERIAL NECESSARY TO CONNECT AND REPAIR TO THE EXISTING CITY OF SOUTHLAKE IRRIGATION SYSTEM DUE TO NEW CONSTRUCTION SO THAT THIS AREA IS 100% OPERABLE AND AUTOMATED UPON COMPLETION OF THE PROJECT. VERIFY CONDITION OF EXISTING SYSTEM PRIOR TO BIDDING. CONTRACTOR MUST COORDINATE THIS WORK WITH ALL DISCIPLINES, INCLUDING CITY OF SOUTHLAKE, PRIOR TO INSTALLATION. 24. PROVIDE ALL LABOR AND MATERIAL NECESSARY TO REPAIR THE EXISTING PRIVATE DEVELOPMENT IRRIGATION SYSTEM DUE TO NEW CONSTRUCTION SO THAT THIS AREA IS 100% OPERABLE AND AUTOMATED UPON COMPLETION OF THE PROJECT. VERIFY CONDITION OF EXISTING SYSTEM PRIOR TO BIDDING. CONTRACTOR MUST COORDINATE THIS WORK WITH ALL DISCIPLINES, INCLUDING CITY OF SOUTHLAKE, PRIOR TO INSTALLATION. 25. PROVIDE ALL LABOR AND MATERIAL NECESSARY TO BLEND THE PROPOSED IRRIGATION SYSTEM WITH THE EXISTING IRRIGATION SYSTEM DUE TO NEW CONSTRUCTION SO THAT THIS AREA RECEIVES 100% COVERAGE UPON COMPLETION OF THE PROJECT. VERIFY CONDITION OF EXISTING SYSTEM PRIOR TO BIDDING. CONTRACTOR MUST COORDINATE THIS WORK WITH ALL DISCIPLINES, INCLUDING CITY OF SOUTHLAKE, PRIOR TO INSTALLATION. 26. PROVIDE ALL LABOR AND MATERIALS NECESSARY TO CONNECT PROPOSED OF-14GA REMOTE CONTROL VALVE WIRES TO THE EXISTING CONTROLLER AT THIS APPROXIMATE LOCATION. 27. ALL STATE OF TEXAS LAWS/RULES AND ALL LOCAL CODES/ORDINANCES ARE MADE PART OF THESE PLANS AND SPECIFICATIONS WHETHER SHOWN OR NOT. THESE LAWS AND ORDINANCES WILL SUPERCEDE THE PLANS, DETAILS, AND/OR SPECIFICATIONS FOR THIS PROJECT. CONTRACTOR IS CAUTIONED THAT HE IS TO INCLUDE ANY AND ALL COST NECESSARY TO MEET OR EXCEED THE LAWS OF THE STATE OF TEXAS OR LOCAL CODES CONCERNING LANDSCAPE IRRIGATION. 28. IT IS THE INTENT OF THESE PLANS TO PROVIDE THE CITY WITH A FULLY AUTOMATED AND OPERATIONAL IRRIGATION SYSTEM UPON THE COMPLETION OF THIS PROJECT. FOR ANY QUESTIONS REGARDING THE EXISTING IRRIGATION SYSTEM, CONTACT THE CITY OF SOUTHLAKE PARKS DEPARTMENT. 6 SETH HEIDMAN IRRIGATION DESIGN & CONSULTING, LLC AM9W.PHHH,rMR149421.Wa .TSSa 75 3 Tal`7 Id.5141 Ivi,d.H m TaaIIis regHarcd In, the Tags ()Nmmissiyn oEEnviro6mcnW Qo Hx (TCEQ), MC-178, P.6 Ba 13087, Ausuq Taal, 78711-1087. TCEQ a 6NHN n:wwa.vicegs Ten.us IRRIGATION DETAILS �E OF TF • fi SEA....... N March 14, 2017 no. date revision BID DOCUMENTS date: 03.14.2017 drawn by: SAH project no. 22-16 The work shown on this sheet is the sole property of the david mccaskill design group. The work shown on this sheet may not be used without express written permission from the david mccaskill design group. Any reproduction, modification or wrongful distribution of this sheet will infringe upon copyright laws. TCEC 120/240V, 10 m TRANSFORMER AND PAD - EXISTING TCEC PMH EQUIPMENT UNDERGROUND PRIMARY BY - TCEC FROM PMH SWITCHGEAR TO 120/240V 10 PAD MOUNTED TRANSFORMER. CONDUIT AND CONDUCTOR BY TCEC. G,gTE�gY �R�VE UNDERGROUND 120/240V, 10 SERVICE.\ (SEE ONE -LINE THIS SHEET) PAD MOUNTEDv ELECTRICAL EQUIPMENT ENCLOSURE NO. 1 +- 3#6, #8G IN 1-1/4"C AND (1) SPARE 1-1/47C ROUTE CONDUIT OUTSIDE TREE DRIP LINE. U 'w� NORTH 0 10 20 40 GRAPHIC SCALE IN FEET SITE PLAN ELECTRICAL SCALE 1"=20'-O" PHOTOCELL BEHI"^ GLASS (TEMPERE -IM ( Sj OAK 2P-20A NEMA 3R BREAKER ON BACK OF SIGN. (SEE DETAIL SHEET E.2) O C� � GALVANIZED SHEET METAL HOUSING (BOLT TO ENCLOSURE -MIN. -4 4-11/16" SQUARE 115 CFM AXIAL FAN, 120V. TEMPERATURE RANGE OF -18F TO 1587. PROVIDE CORD SET AND LINE VOLTAGE THERMOSTAT. FAN SHALL BE EQUAL TO COMAR ROTRON NOTE: INTAKE OPENING SHALL BE SAME EXCEPT 6" X 6" WITH 4" DEEP X 8" WIDE PROTECTIVE HOOD. PROVIDE DIAMOND SHAPED GRATE SAME AS EXHAUST. �JP C. SLOT FOR SHACKLE QUARTER V POINTED INDOOR 3-POINT LATCH MECHANISM SEE - NOTE #10 NIP OVERLAPPING DOOR EDGE Q. �` - CONTINUOUS PIANO TYPE HINGE - G� 0J o� `G � �P ES ...-RGROUND 120/240V SINGLE PHASE SERVICE E ELECTRICAL EQUIPMENT ENCLOSURE No] SCALE: N.T.S. 1. REFER TO GENERAL ENCLOSURE NOTES 2. PROVIDE GALVANIZED UNISTRUT SUPPORT FRAME FOR MOUNTING OF INTERIOR COMPONENTS. PANEL L1 120/240V SERNCE FRONT FILLET WELD ALL AROUND 10 GAUGE PROTECTIVE HOOD FINISH TO MATCH ENCLOSURE (10" WIDE) 1 /2" 16 GAUGE STAINLESS STEEL DIAMOND SHAPED EXPANDED METAL GUARD REMOVABLE 8" FRONT COVER BOLT GUARD TO ENCLOSURE (MIN. 4) 4" 4 EXHAUST FAN DETAIL NOT TO SCALE REAR DOOR -REINFORCE EDGES WITH) 1/4" PLATE (MINIMUM 2") MIN. 4 1/2" ANCHOR BOLTS 2" x 1/8" WASHERS HARDENED STEEL SHACKLE FOR PADLOCK, 2" x 3/8" -7 BACK FILLET WELD ALL AROUND I 10 GAUGE PROTECTIVE HOOD FINISH TO MATCH ENC10" LOSURE 'q{ItWp ( WIDE) it 1/2" 16 GAUGE STAINLESS STEEL DIAMOND SHAPED I I EXPANDED METAL GUARD EXPANDED METAL lI BOLT GUARD I TO ENCLOSURE I (MIN. 4) I I L" OPEN BOTTOM 4" OPEN BOTTOM INTAKE AND EXHAUST DETAIL NOT TO SCALE PADLOCK COVER 1. INSTALL GROUNDING BUSHING ON ALL CONDUIT ENTRIES. 2. CONTINUOUS FOAM GASKETING AROUND DOOR. 3. ENCLOSURE SHALL BE NEMA 3R EQUIVALENT (12 PHOTOCELL BEHIND SITE GAUGE STEEL MIN.). GLASS (TEMPERED) 4. ALL INTERIOR COMPONENTS SHALL BE DEAD FRONT. NO EXPOSED ELECTRICAL TERMINALS SHALL BE VISIBLE. ALL CONDUCTORS SHALL BE INSTALLED IN RACEWAYS. 5. INTERIOR PANELS SHALL BE INSTALLED FOR MOUNTING OF ALL COMPONENTS. 6. CABINET DIMENSIONS SHALL BE DETERMINED BY THE ENCLOSURE MANUFACTURER, HEIGHT NOT TO EXCEED DIMENSIONS ON DETAIL. 7. ENCLOSURE SHALL BE ALL WELDED CONSTRUCTION. 8. WELDED AND CUT JOINTS SHALL BE GROUND SMOOTH. 9, IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO ENSURE THAT ALL COMPONENTS FIT INSIDE ENCLOSURE. -FINISHED GRADE 10. SUBMIT DIMENSIONED FABRICATION DRAWINGS WITH INTERIOR COMPONENT LAYOUT FOR ENGINEER APPROVAL. -6" DIAMETER 11. CONCRETE PAD SHALL BE MINIMUM 3" ABOVE GRADE 36" DEEP STEEL REINFORCED AND MINIMUM 5" BELOW GRADE. INCREASE PAD CONCRETE PIER DEPTH AS NECESSARY TO ACCOUNT FOR GRADE TIED TO PAD SLOPE. ALL TOP EDGES TO BE TOOLED WITH 1/2" RADIUS. PAD TO BE 3" LARGER THAN BOX ON ALL SIDES. PLACE #3 REBAR 6" O.C. BOTH WAYS. MEDIUM BROOM FINISH. 12. HINGES ON DOORS SHALL BE CONTINUOUS PIANO STYLE. 13. 3-POINT LATCHING MECHANISM SHALL BE OPENED AND CLOSED WITH PENTAHEAD NUT WELDED TO LATCHING MECHANISM. PENTAHEAD NUT BY SNAP -ON #B9121 SHALL BE IN RECESS TO PROHIBIT USE OF ANY SOCKET EXCEPT PENTAHEAD SOCKET. FURNISH TWO (2) PENTAHEAD SOCKETS TO OWNER WITH ENCLOSURE. 14. VANDAL PROOF DOORS WITH HASP STRESS RATED TO 2,000 LBS. 15. EQUAL TO UNIVERSAL ENCLOSURES (CUSTOM FABRICATED). 16. ENCLOSURE FINISH SHALL HAVE RUST INHIBITIVE PRIMER. AND (2) COATS OF HIGH GRADE POWDER -COAT FINISH. VERIFY COLOR WITH OWNER. HASP GUARD K 2 d FRONT TRANSFORMER PAD BY TCEC i PHOTOCELL BEHIND SITE GLASS (TEMPERED) - PADLOCK COVER WELDED TO ENCLOSURE DOOR. GRIND AND PAINT WITH ENCLOSURE. (TYP.) PENTAHEAD NUT BY SNAP -ON #B9121 IN RECESS 3" TO EDGE OF PAD ALL AROUND 5 CONCRETE PAD, SEE NOTE 11 GENERAL NOTES: 1. STAKE LOCATIONS OF ALL FIXTURES AND EQUIPMENT FOR OWNER/ ENGINEER APPROVAL BEFORE ANY EXCAVATION OR INSTALLATION. 2. ALL CONDUITS SHALL BE MINIMUM OF 36" BELOW GRADE UNLESS OTHERWISE NOTED. 3. VERIFY EXACT LOCATION OF ALL EXISTING UNDERGROUND UTILITIES, IRRIGATION PIPING, IRRIGATION WIRING, CONDUITS, ETC. BEFORE ANY EXCAVATION. CONTRACTOR IS RESPONSIBLE FOR REPAIRING IRRIGATION SYSTEM DISTURBED DURING CONSTRUCTION. EXCAVATION IN AREAS 'NTH OTHER UTILITIES SHALL BE CAREFULLY HAND DUG. CONTACT DIG-TESS OR TEXAS ONE -CALL PRIOR TO EXCAVATION. 4. ALL TRENCHES SHALL BE FILLED, LEVELED AND COMPACTED TO 957 5. CONTRACTOR SHALL PROVIDE LONG SWEEP RADIUS ELBOWS FOR ELECTRICAL CONDUITS. 6. CONDUIT BENDS SHALL NOT EXCEED A TOTAL OF 270 DEG PER EACH RUN. 7. COORDINATE LOCATION OF POWER COMPANY POINT OF SERVICE WITH TCEC. 8. PROVIDE MOCK-UP FOR ALL SIGN LIGHTING FIXTURES PRIOR TO ROUGH -IN TO DETERMINE EXACT LOCATIONS AND AIMING. PROVIDE TEMPORARY POWER SUPPLY TO FACILITATE MOCK-UP. PROVIDE ALTERNATE BEAM PATTERN AND LENSES, IF NECESSARY AT NO ADDITIONAL COST. MANUFACTURER SHALL SUBMIT POINT -BY -POINT ILLUMINATION CALCULATIONS, GRAYSCALE ILLUMINATION PLOT, AS WELL AS RECOMMENDED BEAM PATTERN FOR EACH APPLICATION. 9. VERIFY LOCATION OF EQUIPMENT ENCLOSURE WITH LANDSCAPE ARCHITECT. 10. ALL LIGHT FIXTURES SHALL BE U.L. LISTED FOR WET LOCATION. GROUNDED SERVICE ENTRANCE CONDUCTOR (NEUTRAL) PANEL L1 NEUTRAL BUS TO ENCLOSURE GROUND LUG- 3/4" x 10' GROUND ROD (MIN. OF 3) EXOTHERMIC WELD TO CONDUCTORS 120/240V, 1-PHASE TRANSFORMER BY TCEC. #4 EQUIPMENT GROUND (GROUNDING BUS) BONDING JUMPER EQUIPMENT GROUNDING CONDUCTOR REQUIRED FOR EACH AND EVERY BRANCH CIRCUIT. -� 1 O'-0"(TYP.) NOTE: 1. MEASURED RESISTANCE TO GROUND SHALL NOT EXCEED 2 OHMS. GROUNDING SCHEMATIC GYP) NOT TO SCALE ELECTRICAL EQUIPMENT ENCLOSURE NO. 1 GALVANIZED RMC IdIJ497<H:Lp1a METER 3#1 IN 2" C PANEL L1 UNDERGROUND ERVIC 0V SINGLE PHASE SERVICE REFER TO GROUNDING UNDERGROUND PRIMARY 2" SCHEDULE 40 PVC PLUS SCHEMATIC CONDUCTORS, CONDUIT, 2" SCHEDULE 40 PVC SPARE, PROVIDE LONG SWEEP ELBOWS TRENCHING, ETC. BY TCEC 36" BELOW FINAL GRADE. ELECTRICAL ONE -LINE NOT TO SCALE NOTE: 1. TCEC COST TO BE PAID DIRECTLY BY OWNER. 2. TCEC WILL PROVIDE AND INSTALL CONDUCTORS FROM METER TO TERMINATION AT TRANSFORMER. POWER COMPANY CONTACT INFO: SCOTT D. BAUMBACH MANAGER, NORTHEAST DIVISION TRI COUNTY ELECTRIC COOPERATIVE, INC. 4900 KELLER HICKS ROAD FORT WORTH, TEXAS 76244 817-980-7152 YAGGI ENGINEERING, INC 5840 Interstate 20 West, Suite 270 Arlington, Texas 76017 817-483-2373 www.yoggiengineering.com Texas Registration No. F-9622 no. date revision BID DOCUMENTS date: 03.14.2017 drawn by: TEC project no: 22-16 The work shown on this sheet is the sole property of the david mccaskill design group. The work shown on this sheet may not be used without express written permission from the david mccaskill design group. Any reproduction, modification or wrongful distribution of this sheet will infringe upon copyright laws. PROVIDE 1P-20A WP SWITCH FOR TYPE "A" FIXTURES AND 1P-20A WP SWITCH FOR ILLUMINATED LETTERS AND SHIELD LOGO LIGHTING. LOCATE SWITCHES INSIDE RACEWAY. 2P-20A SIGN MAIN BKR FOR 6"X 6" NEMA 3R LETTERS AND SHIELD LOGO RACEWAY SURFACE CIRCUITS. PLANTING BED MOUNTED ON STONE SIGN PANEL FIXTURE TYPE "A" FIXTURE TYPE "A" PLANTING BED SIGN -PLAN VIEW N.T.5. CITY OF SOUTHLAKE FIXTURE TYPE "A" r FIXTURE TYPE "A" FIXTURE TYPE "A" SIGN FRONT ELEVATION N.T.S. 1. ALL LIGHTING CIRCUITS SHALL BE 2#12, #12G. '-20A SWITCH 0---3 HALO 0-----> TYPE 'A' —20A SWITCH VENT FANS SIGN MAIN BREAKER DETAIL N.T.S. IyI.IF9:IH:&ula N.T.S. SIGN WALL DRILL AND GROUT PINS INTO STONE SIGN PANEL. TYPE "A" FIXTURE MOUNTING DETAIL N.T.5. ALUMINUM SHIELD WITH BACKLIT LOGO 6" X 6" NEMA 3R ALUM - RACEWAY SURFACE MOUNTED ON STONE SIGN PANEL }" CONDUIT FROM - RACEWAY TO EACH LETTER AND SHIELD LOGO PAINTED STEEL LETTERS PAINTED ALUM. LETTERS, BACKLIT AND PIN MOUNTED FIXTURE TYPE "A" TO BE MOUNTED ON SIGN PANEL BELOW LETTERS AND SHIELD LOGO. EXACT MOUNTING LOCATIONS TO BE DETERMINED AT TIME OF MOCK—UP. SIGN -SIDE ELEVATION N.T.5. LIGHT FIXTURE SCHEDULE TYPE DESCRIPTION MOUNTING LAMPS VOLTAGE A 48" LINEAR LED, EXTRUDED ALUMINUM HOUSING, STAINLESS STEEL WALL LED 12C HARDWARE, CLEAR TEMPERED GLASS, CORROSION RESISTANT, 2700K, 34VV 10 X 60 OPTICS, 0, 2.5, 5, OR 20 FACTORY -SET OPTICAL AIMING OPTIONS. 1024 LUMEN LEFTOR RIGHT FEED, EQUAL TO LUMENPULSE LUMENFACADE LED LIGHTING 2700K SYSTEM, STATIC WHITE, INTEGRAL DRIVER, DMX/RDM ENABLED. PROVIDE ALL COMPONENTS NECESSARY FOR UNIVERSAL ADJUSTABLE MOUNTING. B DOT XL-9 WHITE WITH DIFFUSER DOME, 9 LEDs PER DOT CASING. FLEXIBLE CABLE IN LETTERS LED 120 AND BEHIND 43.7 LUMENS/DO SHIELD LOGO NOTE: 1. PROVIDE MOCK-UP FOR LIGHITNG FIXTURES TYPE A, B, PRIOR TO ROUGH -IN TO DETERMINE EXACT LOCATIONS AND AIMING. PROVIDE TEMPORARY POWER SUPPLY TO FACILITATE MOCK-UP. PROVIDE ALTERNATE BEAM PATTERN AND LENSES IF NECESSARY AT NO ADDITIONAL COST. MANUFACTURER SHALL SUBMIT POINT -BY -POINT ILLUMINATION CALCULATIONS, GREY SCALE ILLUMINATION PLOT AS WELL AS RECOMMENDED BEAM PATTERN FOR EACH APPLICATION. LIGHTING CONTROL SCHEDULE ZONE FIXTURE GROUP CONTACTORS HOA CONTACTOR SWITCH CONTROLLED BY TIMECLOCK #1 1 LIGHTING 2P - 30A #1 PHOTOCELL#1 NOTES: 1 PROVIDE AUXILIARY RELAYS AS REQUIRED FOR 2-WIRE CONTROL. 2 PROVIDE PHOTOCELL -ON, TIMECLOCK-OFF CONTROL. PANEL L1 SECTION 1OF1 V(L-L) 240 PHASE 1 BUS 100A SURFACE MOUNTED V (L-N) 120 WIRE 3 MCB 100 A 22,000 A.LC LOAD BKR BKR CKT CKT BKR BKR LOAD DESCRIPTION (KVA) POLES AMPS # # POLES AMPS (KVA) DESCRIPTION SIGN 2A 2 20 1 2 2 30 0.5 SPARE 3 4 SPACE SPACE 5 6 SPACE SPACE 7 B SPACE SPACE 9 10 SPACE SPACE 11 12 CONN. N.E.C. LOAD MULT. (KVA) (KVA) LIGHTING 2 3 MOTOR HEATING KITCHEN 10 CONN. LOAD (AMPS) RECEPTACLE 13 N.E.C. MULT. (AMPS) MISCELLANEOUS 17 PERCENT SPARE SPARE 1 1 1.00 KITCHEN MULTIPLIER TOTAL 3 3 1.00 MISC. MULTIPLIER YAGGI ENGINEERING, INC. 5840 Interstate 20 West, Suite 270 IIIIIIIIIII■ Arlington, Texas 76017 817-483-2373 www.yoggiengineering.com Texas Registration No. F-9622 no. date revision BID DOCUMENTS date: 03.14.2017 drawn by: TEC project no, 22-16 The work shown on this sheet is the sole property of the david mccaskill design group. The work shown on this sheet may not be used without express written permission from the david mccaskill design group. Any reproduction, modification or wrongful distribution of this sheet will infringe upon copyright laws. SOUTHLAKE SIGN LIGHTING PERFORMANCE SPECIFICATION (ILLUMINATED LETTERS AND LOGO) 1. PROVIDE LED LIGHTING INCLUDING DRIVERS, CONTROLLERS, WIRING, AND OTHER ACCESSORIES FOR PROPER OPERATION AND INSTALLATION WITHIN THE SIGN FOR INTEGRAL HALO LIGHTING OF EACH LETTER AND LOGO. EACH LED LUMINAIRE INCLUDES A LIGHT EMITTING SOURCE, PROVISIONS FOR HEAT TRANSFER, ELECTRICAL CONTROL, OPTICAL CONTROL, MECHANICAL SUPPORT AND PROTECTION, AS WELL AS AESTHETIC DESIGN ELEMENTS. LIGHTING SYSTEM SHALL BE INSTALLED WITHIN EACH LETTER AND LOGO ELEMENT, AND THE SIGN BY A LICENSED SIGN LIGHTING CONTRACTOR UNDER THE DIRECTION OF THE SIGN FABRICATOR. 2. PERFORMANCE CRITERIA A. CHANNEL LETTERS AND LOGO (HALO LIGHTING) - OSRAM TRAXON DOT XL-9 SERIES WITH DIFFUSING DOME, WHITE, OUTDOOR SYSTEM AND SHALL BE COMPLETELY WEATHERPROOF AND WATERPROOF, OR APPROVED EQUAL. B. PROVIDE LEDS ON CENTERS AS NECESSARY TO PROVIDE UNIFORM HALO LIGHTING FOR EACH LETTER AND LOGO. C. CONTROLLERS: DMX CONTROLLER WITH PIXEL DISTRIBUTORS TO ALLOW FULL RANGE DIMMING. D. MOCK UP 2700K FOR UPLIGHT AND HALO LIGHTING TO ALLOW LANDSCAPE ARCHITECT TO VERIFY COLOR TEMPERATURE. E. ALL FIXTURES, CONDUIT, WIRING, PIXEL DISTRIBUTORS, AND POWER SUPPLIES SHALL BE CONCEALED FROM VIEW. F. PIXEL DISTRIBUTORS AND POWER SUPPLIES SHALL BE LOCATED WITHIN LOCKABLE, VENTILATED, WEATHERPROOF 6" X 6" MINIMUM RACEWAY (GUTTER) ON BACK OF SIGN. THE ENCLOSURE SHALL BE VENTILATED BY INTEGRAL EXHAUST FAN WITH THERMOSTAT. VERIFY EXACT GUTTER DIMENSIONS WITH FIXTURE MANUFACTURE SO THAT PROPER CLEARANCE AND VENTILATION IS PROVIDED FOR DRIVERS, ETC. G. ALL FIXTURES SHALL PROVIDE UNIFORM HALO LIGHTING WITHOUT DARK OR HOT SPOTS. EACH INDIVIDUAL LED ELEMENT ON CENTER SPACING SHALL BE AS REQUIRED TO PROVIDE UNIFORM HALO LIGHTING. H. LEDS SHALL BE SPACED EVENLY AND SUCH THAT LOCATIONS OF INDIVIDUAL LEDS CANNOT BE DETECTED VISUALLY. BEAM PATTERNS SHALL BE WIDE AND SMOOTH TO FURTHER MASK LOCATION OF INDIVIDUAL LED ELEMENTS. I. PROVIDE SINGLE POINT OF ELECTRICAL CONNECTION AT THE SIGN VIA AN INTEGRAL 2P-20A CIRCUIT BREAKER THAT CAN BE LOCKED IN OFF POSITION. THIS DEVICE SHALL SERVE AS THE NEC REQUIRED SIGN DISCONNECTING MEANS AND ALSO PROVIDE OVERCURRENT AND SHORT CIRCUIT PROTECTION FOR THE (2) 120 VOLT BRANCH CIRCUITS SERVING LIGHTING AND FAN LOADS. SERVICE VOLTAGE TO SIGN SHALL BE 120/240 VOLT SINGLE PHASE WITH NEUTRAL BUS AND GROUND BUS. ONE LEG OF 2P-20A BREAKER SHALL SERVE TYPE "A" FIXTURES AND OTHER LEG OF 2P-20A BREAKER SHALL SERVE LETTERS AND LOGO LIGHTING. J. .ALL WIRING SHALL BE CONCEALED WITHIN THE SIGN AND INSTALLED IN CONDUIT. K. DMX WIRING AND STATUS SIGNAL DISTRIBUTION SHALL BE INTEGRAL TO SIGN AND SHALL BE CONCEALED. L. MAXIMUM OF (2) UNIVERSES OF DMX SHALL BE USED. M. USE TIGHT OR SEALED JOINT CONSTRUCTION TO PREVENT UNINTENTIONAL LIGHT LEAKAGE. N. LUMINAIRES (1) ALL LED LUMINAIRES SHALL BE UL LISTED AND BE FURNISHED COMPLETE WITH LEDS AND POWER SUPPLIES IN QUANTITIES AND LOCATIONS AS NECESSARY TO PROVIDE SPECIFIED LIGHTING. EACH FIXTURE SHALL BEAR THE UL LABEL, AND SHALL COMPLY WITH CODE REQUIREMENTS. (2) LUMINAIRES SHALL MEET THE US DEPARTMENT OF ENERGY'S ENERGY STAR PERFORMANCE CRITERIA. (3) THE LED LUMINAIRE MANUFACTURER SHALL PROVIDE THE NAME OF THE LED SOURCE MANUFACTURER INCORPORATED INTO THE LUMINAIRE. (4) ALL LED LUMINAIRE MANUFACTURERS SHALL PROVIDE ELECTRICAL AND PHOTOMETRIC DATA PERFORMED IN ACCORDANCE WITH THE IESNA LM-79-08 APPROVED METHOD: ELECTRICAL AND PHOTOMETRIC MEASUREMENTS OF SOLID-STATE LIGHTING PRODUCTS. (5) LED LUMINAIRES SHALL BE DESIGNED WITH HEAT SINKING ADEQUATE SUCH THAT THE JUNCTION TEMPERATURE OF THE LEDS IN MAINTAINED TO MEET THE RATED LIFE AS PUBLISHED BY THE LED MANUFACTURER. LUMINAIRE MANUFACTURER SHALL PROVIDE VALIDATION DOCUMENTATION. HEAT SINKING SHALL NOT BECOME COMPROMISED WITH TIME, LACK OF MAINTENANCE, AND/OR VIBRATION RESISTANCE SO THAT THE HEAT -SINK DOES NOT BECOME DETACHED FROM THE LED PCB. (6) THE LED LUMINAIRE SHALL HAVE A COMPLETE 5 YEAR WARRANTY FROM DATE OF INSTALLATION (7) THE LED LUMINAIRE MANUFACTURER SHALL VERSION AND LABEL PRODUCTS INDICATING CHANGES IN HEAT SINKING, COMPONENTS AND COMPONENT PERFORMANCE. (8) THE LED LUMINAIRES SHALL BE UL, OR ETL LISTED, AND BE FURNISHED COMPLETE WITH LEDS AND POWER SUPPLIES. 0. LED POWER SUPPLIES (1) LED POWER SUPPLIES SHALL OPERATE LEDS WITHIN THE CURRENT LIMIT SPECIFICATION OF THE MANUFACTURER. (2) SHALL OPERATE FROM 60HZ OR 50HZ INPUT SOURCE AND HAVE INPUT POWER FACTOR ABOVE 90% AND A MINIMUM EFFICIENCY OF 70-% AT FULL RATED LOAD OF THE DRIVER. (3) SHALL HAVE SHORT CIRCUIT AND OVERLOAD PROTECTION, (4) SHALL HAVE A MINIMUM STARTING TEMPERATURE OF 0°F AND A MAXIMUM CASE TEMPERATURE RATING OF AT LEAST 70°C. (5) POWER SUPPLY OUTPUT SHALL BE REGULATED TO +/-5% ACROSS PUBLISHED LOAD RANGE. (6) SHALL HAVE A CLASS A SOUND RATING. (7) SHALL BE 100% PERFORMANCE TESTED AT THE FACTORY. (8) SHALL COMPLY WITH THE REQUIREMENTS OF THE FEDERAL COMMUNICATIONS COMMISSION (FCC) RULES AND REGULATIONS, TITLE 47CFR PART 15, NON -CONSUMER (CLASS A) FOR EMI/RFI. (9) SHALL CONTAIN NO PCBS. (10) SHALL HAVE A 5 YEAR WARRANTY FROM DATE OF MANUFACTURER AGAINST DEFECTS IN MATERIAL OR WORKMANSHIP, INCLUDING A REPLACEMENT, FOR OPERATION AT OR BELOW THE MAXIMUM CASE TEMPERATURE SPECIFICATION. (11) MANUFACTURER SHALL HAVE A 15 YEAR HISTORY OF PRODUCING POWER SUPPLIES FOR THE NORTH AMERICAN MARKET. P. LED LIGHT SOURCES(LED PACKAGES, ARRAYS, OR MODULES) (1) PUBLISHED LED LIFE RATINGS SHALL BE BASED ON THE POINT AT WHICH LED SOURCES REACH L70 LUMEN MAINTENANCE AND TESTED IN ACCORDANCE WITH ES LM80-08 APPROVED METHOD: TESTING LUMEN MAINTENANCE OF LED LIGHT SOURCES. (2) L70 RATED LIFE SHALL BE A MINIMUM OF 50,000 HOURS. (3) ALL LED MODULES, UNLESS NOTED OTHERWISE, SHALL BE PROVIDED BY THE LIGHT FIXTURE MANUFACTURER AND INTEGRAL TO THE LUMINAIRE. (4) LED MODULES/ARRAYS SHALL BE REPLACEABLE IN THE FIELD. IF LUMINAIRES ARE STILL UNDER WARRANTY, THE OWNER SHALL BE COMPENSATED FOR THE LABOR TO DO REPLACEMENT WORK OR THE MANUFACTURER SHALL SEND A FACTORY REPRESENTATIVE TO THE SITE TO DO THE WORK. (5) REPLACEMENT MODULES SHOULD HAVE THE ABILITY TO BE "TUNED" TO MATCH THE OUTPUT OF REMAINING ADJACENT LUMINAIRES IN THE EVENT THAT SOME TIME HAS PASSED AND THERE HAS BEEN LIGHT LOSS. Q. SUBMIT SHOP DRAWINGS AND SUBMITTAL DATA FOR REVIEW TO DEMONSTRATE COMPLIANCE WITH ABOVE REQUIREMENTS. SUBMIT RENDERING AND MOCKUP. YAGGI ENGINEERING, INC 5840 Interstate 20 West, Suite 270 Arlington, Texas 76017 817-483-2373 www.yoggiengineering.com Texas Registration No. F-9622 no. date revision BID DOCUMENTS Fdat;703.14.2017 drawn by: TEC project no: 22-16 The work shown on this sheet is the sole property of the david mccaskill design group. The work shown on this sheet may not be used without express written permission from the david mccaskill design group. Any reproduction, modification or wrongful distribution of this sheet will infringe upon copyright laws.