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HomeMy WebLinkAboutC505 DETAILSY:\charlotte\17000100S\17000142.00-Iredell-Safety-Compl\Eng-Docs\Drawings\17000142.00-CD\17000142 DETAILS.dwg, C505 DETAILS, 5/22/2017 11:50:39 AM adw environments life architecture planning interiors 2815 coliseum centre drive, suite 500 charlotte, north carolina 28217 t] 704 379 1919 f] 704 379 1920 www.adwarchitects.com EDIFICE GENERAL CONTRACTORS CONTACT: DAVID SALEEBY 349 NORTH CENTER ST. STATESVILLE NC 28677 704-878-3035 benesch Alfred Benesch & Company 2320 West Morehead Street Charlotte, NC 28208 www.benesch.com P 704.521.9880 Corp. NC License: F-1320 Project #17.000142 New Facility For IREDELL COUNTY PUBLIC SAFETY CENTER 404 Bristol Drive Statesville, NC SITE PLAN REVIEW CONSTRUCTION DOCUMENTS SITE CONSTRUCTION DETAILS DATE 5.22.2017 PROJECT NO 16029 REVISIONS NO DATE DESCRIPTION: THIS DRAWING IS THE PROPERTY OF ADW ARCHITECTS, PA. AND SHALL NOT BE REPRODUCED OR COPIED IN WHOLE OR IN PART. IT SHALL NOT BE USED ON ANY OTHER PROJECT OR GIVEN TO ANY OTHER COMPANY OR AGENCY WITHOUT THE CONSENT OF ADW ARCHITECTS, PA. �yaRnSp'..'RIe tl B@ pP@Ap B � a .sA .�°'yQFNr'C mob" SEAL ®'rdaaaaadaab s�s��aJ IZ l SHEET NUMBER 22 CONSTRUCTION JOINT (IF PROVIDE J" BIT. EXPANSION JOINT @ 30' O.C. USED) INSTALL 5/8" DIA. WITH JOINT SEALER AS SPECIFIED-1/2" THICK, 6x6 METAL DUMPSTER SMOOTH STEEL DOWELS 18" A" BELOW FLUSH ON I" THICK EXPANSIONFLAG (BY OTHERS) POLE, SEE O.C.- 3' LONG. GREASE JOINT. PLACE EXP. JOINT WHERE SHOWN ON SPECIFICATIONS FOR ONE SIDE OF STEEL AND PLAN, WHERE NEW POUR IS CONTIGUOUS TO �� WOOD FENCE, FURTHER DETAILS 1x6 TREATED NO.1 YELLOW SEAL AS DESCRIBED. ANY STRUCTURE, AND AT 25' O.C. MAX. SEE DETAIL 0 PINE SLATS WITH DOG EAR BEVEL ON ENDS. ATTACH MEDIUM BROOM FINISH CURB AND CUT ANGLE ON TOP OF EACH POST TO RAIL WITH (2) 1 1/2" WOOD SCREWS PER RAIL 1/4" X 3/4" TOOLED JOINT PERPENDICULAR TO WITH RADIUS EDGES. TRAFFIC FLOW GUTTER PIPE SLEEVES SET r 4x4 POSTS .iaei...er..Ur.r..r.r..l�er.e,»r....... ....ra�r»r»r»r.�.roer.er»r.a.r.aU.ra.�aera»r.»»r».atheroer»r»r..r..r.raer........rr»r.al.rar.r.rrn .» a»r..r»r.reraer,r_r.r.r..r.r�..r� dQ ° • C d ° ( d � d � d d IN CONC. PAD (4) 4x4 TREATED 0 p 0 0 POST, (TYP.) 6" DIA. STEEL PIPE (3) 2x6 TOP RAIL. ATTACH TO POST I 1-- 111 I = === - P I WITH (3) 3" WOOD I I SCREWS I I COMPACTED ABC (TYPE A) - - METAL FRAME I I I 3600 PSI FIBER- 95% STD. PROCTOR r�UMPSTER PAD SECTION GATE, SEE DETAIL 4x4 POSTS I � I REINFORCED CONCRETE COMPACTED SUBGRADE 20' PIPE SLEEVES SET j �8' O.C. MAX. I I 95% STD. PROCTOR ASTM D 698 SCORE LINES IN IN CONC. PAD (2) cO 2x4 CENTER RAIL. j CONCRETE PAD CONCRETE DUMPSTER ATTACH TO POST I I 11.5' PAD, SEE DETAIL WITH (2) 3" WOOD I 3/4" CLEAR SCREWS I 2x4 BOTTOM RAIL. I ATTACH TO POST I I j 4" PLATE WELDED 2"x2"x�" WELDED 4 TOP OF PIPE STEEL ANGLE FRAME 1 " MAX. DUMPSTER PAD PLAN SEALANT COLLAR WITH (2) 3" WOOD I SCREWS -H I � I FINISH I GRADE - - - 0 I 1x6 FENCING 13" DEEP SLOT IN SLEEVE TO RECEIVE 1x6 HANDLE OF J" BOLT 30" GROUND SLEEVE III=1I1= ° II=III=III=III-III=III=III=Illi III=III=III I I I FOR LOCKED POSITION II MATERIAL _ III-' n I °< ° 1 1 6" DIA. SCH. 40 STEEL PIPE 1" I.D.x24" LONG SLEEVEFORLD 111 1 1I CONCRETE FOOTING iv IIII I I I I I ANGLE \ PIPE O III e I = < COMPACTED I I I I � _ I 1 DIA. ' L SHAPED METAL PLATE \ FRAME \ \ \ ° II SAND ° I -� SUBGRADE ---- I � STEEL HINGE PINS. \\ (UNLOCKED POSITION) \ ° IIII BASE PLATE - - II: WELD TO PIPE 6" 1-I 12" DIA. CONCRETE WOOD FENCE ELEVATION AROUND DUMPSTER FOOTING ©3000 PSI VERT., 3" HORIZ. II II - _ _ _- 6" LONG PIPE SLEEVE SET IN CONC. PAD TO 0 iv ° �1/ � GRAVEL 3" WASHED GRAVEL II II 6" PIPE SLEEVE FOOTBOLT, HINGE. WELD TO II II SEE DETAIL 'I i RECEIVE J" DIA. BOLT � (1 EACH GATE) ° (LOCKED -� I I-I I-I � I WEDGES COMPACTED SUBGRADE GATE ANGLE FRAME 24 95% STD. PROCTOR FOOTBOLT ELEVATION POSITION) NOTES -� _ • ° _ ° 9 ° I I GROUND SPIKE 1. POSTS, RAILS, AND SLATS TO BE NO. 2 PRESSURE TREATED °°a SEE ELECTRICAL YELLOW PINE FRAMING WOOD. 2 FASTENERSLUBE HOT DIPPED GALVANIZED AND/OR L I I Ill-Ill-Ill-I -III 1=III -1 ��°° = CONCRETE FOOTING- F 11 as °L I< °° IIII STEEL ANGLE FRAME 1x6 FENCING MATERIAL NOTES OUTDOOR CURB AND _III= a < 3600 PSI, 2 DEEP t 3. FINISHED SIDE OF FENCE SHALL FACE AWAY FROM DUMPSTER. a - - ° 1 =_ GUTTER -I I I - x5 x24' METAL PLATE. 1. FLAG POLE HEIGHT SHALL BE 35'. 4. SEE SPECIFICATIONS FOR FURTHER MATERIAL AND _1 a -III 18" ' III- • L J x 18' DIA. WELD TO BOTTOM OF 2. DETAIL IS GENERIC. INSTALL FLAG POLE INSTALLATION DATA. COMPACTED ABC (TYPE A) � � � ANGLE FRAME PER MANUFACTURER'S REQUIREMENTS. 95% STD. PROCTOR III I III -III-III PIPE SLEEVE CONCRETE DUMPSTER FOOTBOLT PLAN FRAME AND FENCE ELEVATION PAD, SEE SECTION ABOVE Dum ster Pad/Wood Fence Detail �Pole Detail I 2)�N N.TaS. .T.Sa NEVER CUT A LEADER 2"x2" STAKES SAUCER BERM REMOVE ANY BROKEN OR PREPARED SPACING VARIES, DEAD AND PLANTING MIX SEE LANDSCAPE PLAN DISEASED LIMBS MIN. LIMIT OF TYP. COLLAR1114 i� MULCH MIN. 2" HT. E 4" LAYER OF PLAN APPROVED MULCH 6" SLIP KNOT WITH STOP KNOT. 6" MIN. 3/4" NYLON 6" LARGER THAN TREE DIAMETER STRAP FLUORESCENT TAPE 1T1-1 -1 ROOT CROWN TO BE lllllli N _ AT FINISH GRADE REMOVE TYPICAL 4" MAXIMUM LAYER OF MULCH. TAPER TO TRUNK. KEEP MULCH AWAY FROM TRUNK 1-2" - - - "V" TRENCH - - =1 -1TII tIiI-III-'' AROUND ENTIRE PLANTING BED PLANTING SOIL TAMP SOIL MIX UNDER MIX AS SPECIFIED + + + + O.C. __'' O.C. DIMENSION DIMENSION SHRUB BED EXCESS SOIL FROM ROOT CROWN. 4" HIGH/ 6" WIDE EACH PLANT BALL TO EDGE OF MINIMIZE SETTLEMENT + +- �" GRASS AREA �F FINISH GRADE MAXIMUM BERM OUTSIDE PLANTING BED 1/2 O.C. OF ROOTBALL TYPICAL PLANTING BED DETAIL DIMENSION PAVEMENT REMOVE TOP 1/3 OF BURLAP, STAGGERED PLANTING LAYOUT AND ANY NAILS/PINS, ETC (3) 1%2%18" WOOD "'- FROM B&B TREES TYP. STAGGERED STAKES WITH CENTERED ROWS HOLE. DRIVEN IN LINE WITH STRAP REMOVE /IRE 3 OF BASKET WHERE ROWN HEIGHT I INCHESDIA. EQUALSMEDIANWID IN „r -III-I TII -I- III I-II-I�I- II=- IIi- -I-- 1 I I_- III=-I I I II - III-1II�IIIT=I-III-III=TII=I -TII T1i-7-III--T�IIIT--Ii I Tl-II-II=1I II�--1I-III=- -III- EQUALLY AROUND TREE = - -III- -_ "' UNDISTURBED SOIL ° ° ° ° FEET TO 12 MAX. 4" MULCH MINIMUM MULCH PLANTING SOIL ' MIX AS SPECIFIED 12' L ROOTBALL 12" RAISE PIT BOTTOM TO SET ROOT FINAL 7_ - GRADE MEASURED COMPRESSED ^'� �n SOIL 4" DEEP MIX VARIES CROWN AT THE CORRECT HEIGHT. x - TRENCH EDGING SUBGRADE 1:1 SLOPE FIRM SOIL UNDER ROOT BALL. MINIMUM EQUAL SPACING EDGE OF o > 10 (EX.) _� EXISTING SECTION SECTION BETWEEN ALL PLANTING BED GRADE PLANTS III-III=1 I I=1 I I=1 11=III=III=1 � 1=1 11=1 I� I- I_I � I--III-III-I ALL TREES SHALL MEET AMERICAN STANDARD FOR NURSERY STOCK (ANSI Z60.1-2004) TYPICAL PLANTING BED PLAN TYPICAL BED CROWNING SUBGRADE SOIL FOR EXAMPLE: CALIPER HEIGHT (RANGE) MAX. HT. MIN. ROOT BALL DIA. MIN. ROOT BALL DEPTH MEASURED COMPRESSED 2" 12-14' 16' 24" 16" CONTAINER SOIL ROTARY-TILL ORGANIC MATTER 3" 14-16' 18' 32" 21" BREAK AND OTHER ADDITIVES INTO NOTES NOTES SECTION TOP 8" OF SOIL 1. ALL TREES ARE TO BE NURSERY GROWN, BALL AND BURLAP (B&B) PREFERRED. 1. SCARIFY ROOT MASS OF CONTAINERIZED PLANT MATERIAL. 2. REMOVE ALL TREATED OR PLASTIC-COATED BURLAP, STRAPPING, WIRE OR NYLON 2. INSTALL CONTAINERIZED PLANTS AT FINISHED GRADE. TWINE FROM ROOT BALL AND CANOPY. AFTER SETTING IN HOLE, CUT AWAY TOP 3. TAMP PLANTING MIX FIRMLY AS PIT IS FILLED AROUND 2/3 OF WIRE BASKET, IF PRESENT, AND TOP 1/3 OF BURLAP. EACH PLANT BALL. 3. SOAK PLANT BALL AND PIT IMMEDIATELY AFTER INSTALLATION. 4. OMIT COLLAR AROUND EACH SHRUB WHEN IRRIGATION 4. INSTALL TOP OF PLANT BALL 2" ABOVE FINISH GRADE. SYSTEM IS PRESENT. 5. 4" SAUCER WILL BE OUTSIDE OF BACKFILL. 5. SOAK EACH PLANT BALL AND PIT IMMEDIATELY AFTER 6. NO BACKFILL ALLOWED ON TOP OF ROOT BALL. INSTALLATION. 7. WHERE STRAPPING OR GUYING IS INSTALLED, CONTRACTOR SHALL REMOVE ALL 6. SEE SPECIFICATIONS FOR FURTHER SOIL AND PLANTING STAKES, GUYING ETC. AT END OF WARRANTY PERIOD. REQUIREMENTS. 8. SEE SPECIFICATIONS FOR OTHER REQUIREMENTS. 9. REMOVE EXCESS SOIL FROM SITE AND DISPOSE OF IN A LEGAL MANNER. 10. RE-SEED UNMULCHED, DISTURBED AREAS. 11. STAKING IS REQUIRED FOR ALL TREES IN R.O.W. OR UPON REQUEST OF ARBORIST. 3 Tree Plantin Detail 4 Shrub Plantin Detail 5 Groundcover Plantin Detail 6 Trench Ed in Detail N.T.S. N.TaS. N.T.S. N.T.S. WELDED END CAP STEEL BALL CAP J" GALVANIZED STEEL DOWNSPOUT J" GALVANIZED STEEL CHAIN, 12" LONG MIN. HOOK BOLT J" DIA. GALV. STEEL ROD. . .� IG • �� , LOOP WELDED TO END CAP �" GALVANIZED STEEL BUILDING FACE Features Smart Activation Options • Installs easily onto any new or 24/7 continuous LED flash existing sign post Blinker8eam• wireless communication •Integrates with Emergency Vehicle Preemption(EVP)systems Vehicle detection activation (adjustable speed threshold) CHAIN, 12" LONG MIN. - If LEFT r,c�, RIGHT � WELDED END CAP PAVEMENT (SEE SITE PLAN) 8" PVC (SCH 40) PIPE TO BE • , •, , • ' • •Highintensity Day-Viz"LEDs Time clock activation (Windows based software programmable) commandattentiondayandnight Integrates with Emergency Vehicle Preemption(EVP)systems �� 3" d- END OF GATE FLUSH W/ CONC. PAD. , , Can be programmed to operate continuously (24/7) or on solartime 3" SCH. 40 a ,a •a e , 11 •a •a _ "I• clocks, push-buttons and motion (vehicle) detectors Optional Opticom" Emergency Vehicle Preemption • adjusts light output automatically •Helaysaniving property and at risk adjusts light output for maximum • Reduces intersection crash rales byup[o 7o� STEEL POSTS 177 - ° _ BlinkerSign'emergency vehicle _ gr system can be integrated into b b 0 ticom vehicle preemption stem _ p P P Y dL. Visibility and battery efficiency • Improve response times by up to 25% •Choose either lR option or GPStechnologY Multiple signs can be synchronized • Heightened driver IBO on cps tloo awareness cu • Increased visibility at high incident • GPS whideequipment nammitswhale IIII a i- COMPACTED SUBGRADE cy j- < ° - 95% STD. PROCTOR d d -III_ _III L,, III III a d - III intersections •The IRemittersendsa secure, encoded priority speed, direction and turn signal statsustaGPS egBesNaNein eneaian _ - - LATCH DETAIL c ALL PIPE BENDS ARE -III d � intenealonequipment Applications PP •ASvehideenters radm n 0 timm'GPS range, •Oquest _ CONC. FOOTING ®3600 PSI COUNTY PAD LOCK CONNECTIONS SHALL BE 45° MAX. h Optkorrecievselkectorandrelaysthe New fire house locations inteneRionequipmentrelaystherequest to requeslta0ptkom phase selector ppMuc High incident intersections Otimhase selector, H MASTER KEY WIT M S KEEPER POST USE INCREASERS/DEGREASERS AS ' ` •Advancefire truck warnings •OpticomMuliradephase selworvalidatesrequestformlRdetenororGPS receiver, and alerts the traffic control system which changes the traffic signal and activates signsald or beacons YOU V,,utTrafficandParking OptionalBlinkerBeam° ((C ))� Yo.Tube for videoson .2eprodu sand more. Wireless Communication SEE LATCH DETAIL ABOVE 12' 6" 12' KNOX BOX MOUNT LOCATION SEE GRADING/DRAINAGE DWG. NECESSARY TO TRANSITION TO SIZE FOR PIPE SIZE OF HORIZONTAL PIPE DOWNSPOUT IN PAVED AREAS / Push buttons can activate SlinkerBeam• solar/battery-powered nan mr, radios. These compact controllers activate one ormore Blinker5ign•LED Signs, BlinkerBeecon• LED Beacons, RRFB and other ITS devices wirelessly with rt. range, uPropnemile with ane .I antenna. 2" NOM. SCH. 40 STEEL BALL CAP STEEL PIPE( E) Optional Activation ControlMAX. �� CO 6" SCH. 40 STEEL 4' O.C. in GATE POSTS DOWNSPOUT Located in a Firehouse, for activating signs indicating departing or ess co ationa llownismmunnddoesnot .. N STEEL BOX HINGE / roue.Wkeloucommunicatlonallowscomm,andclonro oturninsignslucks. yrall settings. outdoo, signs require concrete cutting, trenching or special work crews. • LEDindicaton WITH 180° ADAPTER BUILDING FACE \. -�� • Rugged,commercial-grade push-button • Canintegrate within exirting EMSsystems / • Noneedf,,mn tecutting,trendringorspecialworkcrews y�j •. » _ _I - .. - I� Ila n ss 8 PVC SCH 40 PIPE TO BE 3 lin ' A' • ••.. ••r • aE •• OptionalKeyFobTransmitter "� - - _ _ __ _ _ __ III_ _ II III VIII - I III III-_, I, 1-III-III-III-III-III, ,III_ I-III-III, , ,�, ABOVE FINISHED GRADE. PAINT TO i' FIRE - Is STATIONX. ' r �.. � •' e » r. • I' TAPCOsdgtal receiver and guarantee you rel able, e(fic ent opened-and easy installation for mul[pleappbcetsons • Operates with unique micro code each time the sw'tchisa 1 ated Multiple pp ay or n0 yprogrammng ODtralnsmittestansbe thdel eddelay receiver programm single single acovateasn I •� • Upro4separa[e wireless rete vers ran beatt voted byas ogle t2nsmater �.n Red •Red LED ndrearoron[ransmrt[erconfirmstransm ss on and battery lrfe - I_I _I " • •° III- cj III 6" STEEL MOUNTING PLATE WELDED t- - -; Jfsl J: �, MOUNTTO ABOX TE FRAME - o I'llOUTSIDE NOF GAOX TE �Ir�I`-FENCE SECTION MATCH GRASS OR MULCH AS APPROPRIATE. COMPACTED SUBGRADE CONC. FOOTING 1=111=111=111=I I I=III=I I I d e -III=III=III=III=III=III= O - �i TAPCC 1-800-236-0112 • www.tapconet.com • blinkersales@tapconet.com 95% STD. PROCTOR @3600 PSI ._ ., Trams&Parking ControlColn<5100w Brown Dee,Rd Brown Deerwls3223 FAxeoo-694-0331 wwwtapconefcamPrn[edlntheUSACapyrght201l,Traffic&Park ngCgntrolCo,InCMpwa[ed - ®:o1a'1. U °ror ""°" NOTES -' ALL PIPE BENDS ARE = - SHALL BE 45° 1005-OOm00W18/14CONNECTIONS 1. PROVIDE 6" O.D. GATE POST (2 REQ'D.) SET IN 3' DEEP x18" DIA. CONC. FOOTING. PROVIDE 180° MAX. HINGE SWING ADAPTER TO OPEN POSITION. 2. GATES SHALL INCLUDE KEEPER POSTS TO SECURE ACCESS. KEEPER POSTS SHALL BE 3" SCH. 40 USE INCREASERS STEEL POST INSTALLED IN 18"x36" FOOTING AND SHALL INCLUDE CHAIN TO SECURE GATE ARM. (ONE SEE GRADING/DRAINAGE DWG. NECESSARY TO TRANSITION ANSITION TO SIZE KEEPER POST PER ARM). FOR PIPE SIZE OF HORIZONTAL PIPE 3. GATES TO PAINTED. COORDINATE COLOR WITH ARCHITECT PRIOR TO PAINTING. 4. CONTRACTOR TO PROVIDE A KNOX PADLOCK ON CHAIN. DOWNSPOUT IN GRASSED AREAS 5. CONTRACTOR TO PROVIDE SHOP DRAWINGS FOR APPROVAL. Emergency Vehicle Sin 8 Swing Gate Detail 9 Downspout Connection- N.T.S. N.T.S. N.T.S. Y:\charlotte\17000100S\17000142.00-Iredell-Safety-Compl\Eng-Docs\Drawings\17000142.00-CD\17000142 DETAILS.dwg, C505 DETAILS, 5/22/2017 11:50:39 AM adw environments life architecture planning interiors 2815 coliseum centre drive, suite 500 charlotte, north carolina 28217 t] 704 379 1919 f] 704 379 1920 www.adwarchitects.com EDIFICE GENERAL CONTRACTORS CONTACT: DAVID SALEEBY 349 NORTH CENTER ST. STATESVILLE NC 28677 704-878-3035 benesch Alfred Benesch & Company 2320 West Morehead Street Charlotte, NC 28208 www.benesch.com P 704.521.9880 Corp. NC License: F-1320 Project #17.000142 New Facility For IREDELL COUNTY PUBLIC SAFETY CENTER 404 Bristol Drive Statesville, NC SITE PLAN REVIEW CONSTRUCTION DOCUMENTS SITE CONSTRUCTION DETAILS DATE 5.22.2017 PROJECT NO 16029 REVISIONS NO DATE DESCRIPTION: THIS DRAWING IS THE PROPERTY OF ADW ARCHITECTS, PA. AND SHALL NOT BE REPRODUCED OR COPIED IN WHOLE OR IN PART. IT SHALL NOT BE USED ON ANY OTHER PROJECT OR GIVEN TO ANY OTHER COMPANY OR AGENCY WITHOUT THE CONSENT OF ADW ARCHITECTS, PA. �yaRnSp'..'RIe tl B@ pP@Ap B � a .sA .�°'yQFNr'C mob" SEAL ®'rdaaaaadaab s�s��aJ IZ l SHEET NUMBER