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HomeMy WebLinkAbout350 Persimmon Ave 17-962 (a) site planCOUNTY OF SEMINOLE IMPACT FEE STATEMENT ` �.1 O� STATEMENT NUMBER; 1'/100002 DA'I'S: April 11, 2017 BUILDING APPLICATION 4: 17-10000218 / BUILDING PERMIT NUMBER: 17-10000218 UNIT ADDRESS: PERSIMMON AVE 350 26-J.9-30-300-004F-0Q0Q TRAFFIC ZONE:022 JURISDICTION: SEC: TWP: RNG: SUF: PARCEL: SUBDIVISION: TRACT: PLAT BOOK: PLAT BOOK PAGE: BLOCK: LOT: OWNER NAME: ADDRESS: APPLICANT NAME: ADAM S FREEMAN TRUSTEE FBO ADDRESS: 1617 S DIVISION AVE ORLANDO FL 32805 LAND USE: 600 SFMANUF/BATCH OFF ADDT'N TYPE USE: WORK DESCRIPTION: CITY-SANF'ORD SPECIAL NOTES: 350 PEPIMMON AVE / 60pSF MANUF/BATCH OFFICE Al BLOCK CORP/A1 SANFORD REDIMIX ---------------------------------------------------------------------------- -------------------------------------------------------------------------------- EE BENEFIT RA'I'L; UNIT FEETYPE DIST SCHED RATE UNITS TYPE -------------------------------------------------------------------------------- ROADS-ARTERIALS CO -WIDE ORD Manufacturing* 519.00 G00 1000gsft ROADS -COLLECTORS N/A 311.40 Manufacturing* .00 .600 1000gsft FIRE RESCUE N/A .00 LIBRARY N/A .00 SCHOOLS N/A .00 PARKS N/A .00 LAW ENFORCE N/A .00 DRAINAGE N/A .UO .00 AMOUNT DUE 311.40 STATEMENTG/ RECEIVED BY: iu� f !' Pid SIGNATURE: (PLEASE PRINT NAME) DACE: NOTE TO RECEIVING SIGNATORY/APPLICANT: FAILURE NOTIFY OWNER AND ENSURE TIMELY PAYMENT MAY RESULT IN YOUR LIABILITY FOR THE FEE. / \ DISTRIBUTION: 1 -BLDG DEPT 3 -APPLICANT ' 2 -FINANCE 4 -LAND MANAGEMENT �\ **NOTE** PERSONS ARE AllVISED THAT TI IS IS A STATEMENT OF' PEES DUE .UNDER THE�+ SEMINOLE COUNTY ROAD, FIRE RESCUE, LIBRARY AND/OR EDUCATIONAL ISSUANCE OF A BUILDING PERMIT. PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF I'HE APPLICANT, OR OWNER, TO APPEAL THE CALCULATION OF ANY OF THE ABOVE MENTIONED IMPACT FEES MUST BE EXERCISED BY FILING A WRITTEN REQUEST WITHIN 45 CALENDAR DAYS OF' THE RECEIVING SIGNATURE DATE ABOVE, BUT NOT LATER THAN CERTIFICATE OF OCCUPANCY OR OCCUPANCY. THE REQUEST FOR REVIEW MUST MEET THE REQUIREMENTS OF THE COUNTY LAND DEVELOPMENT CODE. COPIES OF RULES GOVERNING APPEALS MAY BE PICKED UP, OR REQUESTED, FROM THE PLAN IMPLEMENTATION OFFICE: 1101 EAST FIRST STREET, SANFORD FL, 32771; 407--665-7356. PAYMENT SHOULD BE MADE TO: SEMINOLE COUNTY OR CITY OF SANFORD BUILDING; DEPARTMENT 1101 EAST FIRST STREET SANFORD, FL 32771 PAYMENT SHOULD BE BY CHECK OR MONEY ORDER, AND SHOULD REFERENCE THE COUNTY BUILDING PERMIT NUMBER AT THE TOP LEFT OF THIS STATEMENT. ***THIS STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NOT*** ISSUED WITHIN 60 CALENDAR DAYS OF THE RECEIVING SIGNATURE DATE ABOVE * DETAIL OF CALCULATION AVAILABLE UPON REQUEST. GALL 407-665-735G. Revision,'K, Response to Comments 11 ECEaVE' NOV 21 2017 City of Sanford Building & Fire Prevention Division Ph: 407.688.5150 Fax: 407.688.5152 Email: buildiiig@saiifordfl.gov Permit It Submittal Date ///v -7-/ lzel Project Address: 3�o F,,,. Contact: Ph: Fax: 57,, z — 2 Email: a/.,/ Kge� - -lye �j Trades encompassed in revision: General desex-1ption of revision: ❑ Building ❑ Plumbing Electrical S51 g� ❑ Mechanical -D—L-ifeSafety — El Waste Water ROUTING INFORMATION Depax-tinent Approvals El Utilities El Waste Water El Planning El Engineering I El Fire Prevention D --Building PROFUSED CONCRETE PLANT CONSTRUCTION FOR A 0 C -I- C 0 3 5 0 P E R S I M M O N A V ]E. S A N F O R D, F L O R I D A ;��1'�+�I ' �r?�' k 9.• {y,� � � ��_ t<�• sit t k�f �,�,'p -. ��a- ~ � i• tri bK ��` �N� ^�r ..- J11 L_w61�t ijr j, Q,ri� t�J IP e r�wriunan Av 4. ir nfml r1,I�FL I``�/I1''770 IT -f Ln ,�IfI Ijl P� t ���f HFI 7A:, .�.-' �; f Je-��11 bFI- 11 MI - G CC ��II� f I= jI ` ,Ilii DEVELOPER A-1 BLOCK CORP. 1617 S. DIVISION AVE. ORLANDO, FLORIDA 32805 4 1 REVISED TYPE 2 SYSTEM PER OWNER SAM 1/14/16 3 IREVISED PER COMMENTS DATED 7/28/15 SAM 8/30/15 2 REVISED PLANT LOCATION & PER COMMENTS SAM 6/21/17 1 REVISED PER SANFORD COMMENTS DATED 3/19/15 SAM 3/25/15 NO. REVISION BY DATE VICINITY IAP AERIAL MAP NO SCALE NO SCALE OWNER SURVEYOR A-1 BLOCK CORP. ALTAMONTE SURVEYING & PLATTING, INC. ADAM FREEMAN 435 DOUGLAS AVE. SUITE 1505E 1617 S. DIVISION AVE. ALTAMONTE SPRINGS, FL 32714 ORLANDO, FLORIDA 32805 PHONE: (407) 862-7555 FAX: (407) 862-6229 DRAWING LIST DWG No. DWG NAME 1 COVER SHEET 2 PREDEVELOPMENT/EROSION CONTROL & DEMOLITION PLANS 3 SITE PLAN & NOTES 4 GRADING PLAN & NOTES 5 LANDSCAPE PLAN & NOTES STITZEL Engineering 317 West Highland Dr. Suite #101 & Construction, Inc. Lakeland, Florida 33813 Phone: (863) 607-4455 Fax: 863 607-4550 TOPO MAP NO SCALE SITE ENGINEER STITZEL ENGINEERING ART STITZEL P.E. #50658 JOHN MACGREGOR, P.E. #33698 317 WEST HIGHLAND DR. SUITE 101 LAKELAND, FLORIDA 33813 (863) 607-4455 LEGAL DESCRIPTION COMMENCE AT THE INTERSECTION OF THE SOUTHERLY RIGHT OF WAY LINE OF S.R.46 AND THE WESTERLY RIGHT OF WAY LINE OF PERSIMMON AVENUE ACCORDING TO FLORIDA LAND AND COL. CO'S MAP OF ST. GERTRUDE ADDITION, PLAT BOOK 1, PAGE 117, SEMINOLE COUNTY AS LOCATED IN THE TOWN OF SANFORD FLORIDA; RUN THENCE SOUTH ALONG THE WESTERLY RIGHT OF WAY LINE A DISTANCE OF 400 FEET FOR A POINT OF BEGINNING; THENCE CONTINUE SOUTH ALONG THE WESTERLY RIGHT OF WAY LINE A DISTANCE OF 920.95 FEET TO THE EASTERLY RIGHT OF WAY OF THE SEABOARD COAST LINE RAILROAD; THENCE N54'21'.35"N ALONG THE EASTERLY RIGHT OF WAY OF THE SEABOARD COAST LINE RAILROAD A DISTANCE OF 578.84 FEET; THENCE N88'29'00"E A D1 STANCE OF 456.93 FEET TO THE POINT OF BEGINNING. SUBJECT TO PLATTED STREET AND PARKWAYS. PARCEL # 26-19-30-300-004F-0000 ZONED: HEAVY INDUSTRIAL REVIEWED FOR E COMPLIANCE PLAN E MINER �I_lp� li DATE APR 1 I, 2017 13,E Irl Revi wed B . Tim o�e � Y�) Sanfbed Fire De,�pt. Date: 0 �q I /. SANFORD BUILQ1K? PIUIS'Q-N A PERMIT ISSUED SHALL BE CONSTRUED CANCEL, TO 8' ANOT S LICENSE TO PROCEED WITHTHWORK AN OR SET AUTHORITY TO VIOLATE, ASIDE ANY OF THE PROVISION:• OF THE1CAL CODES, NOR SHALL ISSUANCE OF A PEP,IAIT PR EVENT THE BUILDING OFFICIAL FROM THEkEAFTER REOUIRING A CORRECTION OF ERFICRS IN rJLANS, CONSTRUCT ION OR VIOLATIONS OF THIS CODE PERMIT# / 7 � OFFICE J�401NG b F - D �; g PAF OR OrPAF JOHN MACGREGOR, P.E. #33698 Q138683 ART STITZEL, P.E. #50658 027473 SANFORD — SEMINOLE COUNTY, FLORIDA DATE: FEB 1 5 2016 A, 3 c.i . �.. ._'L` I <.. :I., .: t: _ �:_ _ .�/ LIGHT POLI'..:_: v I I- ! 1-I-�1-f_L_I x 1.L I EM S I I r R Ove ESI nN _ _L. velar rt} nEu L w IL o _Z __ C CRETE STRIP _ L. rL_ _C-....L....J.:. 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PAVFS INF ♦ -J- ♦Z t FF.IICE :k lilg' YYESI �HT ♦ _ _ .: --[;�.0-- -:_... ...[ J .._ _. _: E:. _J._ :j I �I I/ � 11-. ;',t . _ L — _ __ -_ K._ _ _.- .. J•t' _... :.. .. Jul . �// ♦ r / \ FXI T�G .T P,rJLF „ EQ)Af ,cNT 20 -0 r—I �r7 r r .. :../ / / 1.�1 r I V CONS UCT 1�; AM i T,41rr��� / - - - FRO,.10 COWTFUL/SIhTA rrJJ - - BARRL_R � Rlr! , L, .T_ -9 - -r - ----,-�`_ • c r .ONuTRUCJIO I r �._[ _.._ _!_ ! .': .: _i.:: %C.; _.: j V / / EXISTItJG y R,`� i " ;yJ 7=• - No ,c �TCJ P,1=Mtr}N ' - -- r I_. _ ._;� :. / • IBJ - - 2 _ / ;1 I 40 �' \ Elz �CI T OYF 9 UTILITY _ II FklsnNG, tCONcR1 Ejt_KAC/ IA I I ! / _ _1_.� _.-. _J : • • 2�- -�._L -- - ADAM FREEMAN/PRESIDENT o ` ff _1 , / T JOHN MAC/gR GOR, P.E. #33698 QB8683 r�1' EN / r / �F; ART ST1,1LEL, P.E. 50658 � l � •7 / h<,c / ` f' - - Yrs �I-�i- /. )01i :,.,", C.A. 27473 # , ,n "1 �, _ ..__ _ ,�� F E B 1 5 2016 O DATE: - - I I, I ' DATE: vim, vl,� r vv vlv '� 1 It's the Lewl. % • 8 11 5 SUNSHINE STATE ONE CALL OF FLORIDA. INC. i` 4 REVISED TYPE 2 SYSTEM & MISC ITEMS PER OWNER SAM 1/14/16 3, , REVISED PER COMMENTS DATED 7/28/15. SAM 8/30/15 2 REVISED PLANT LOCATION &, PER COMMENTS. SAM 6/21/15 1 REVISED PER SANFORD COMMENTS.DATED 3/19/15 SAM 3/25/15 N0, REVISION 7 BY DATE THE DESIGNS SHOWN HERE ARE PROPRIETARY INFORMATION. THIS INFORMATION SHALL NOT BE COPIED, SOLD, OR DISTRIBUTED WITHOUT THE PRIOR WRITTEN PERMISSION ,OF STITZEL ENGINEERING & CONSTRUCHON, INC. COPYRIGHT (STITZEL ENGINEERING & CONSTRUCTION) PREDIVF10PMENTEROS10N CONTROL DEMOLITION. PLANS 1 AS SCALE A.- B L O C K � l C O As SHOWNBATCH CONCRETE PLANT 350 PERSIMMON. AVE. SANFO.RD, FLORIDA PARCEL # 26-19-30-300-004E-0000 STITZEL Engineering 317 West Highland Dr. Suite #101 & Construction,. Inc. Lakeland, Florida 33813 Phone: (863) 607-4455 Fax: (863) 607-4550 DESIGNED JM FILE . NAME a=-1 Sanford site .2015 no It r4.dwg DRAWN SG CHECKED JM DATE 2/11/15 SHEET 2 OF 5 �\ . STORAGE kl Ic E snr TE RIA LMSTAORAGE ;E�I,i N /AUPOND,- I, �RI EExisnhc AI MATERIAL < • - ,�_ STORAGE \ J � . ,F t AJ YYAIt IV Wit JIVttMYVAltlt - � UIJI.HAttl� Y'1 Ik hC 3 CRUSHED OC OF SEDIMENT SUMP SHALL BE PERFORMED TO ROCK BASE 1 REGULAR INSPECTIONTHE - .,+ •r:; rjv .,e,..,-..-:•• _-• h, ,q o., J I r> , •+ 1 r STABILIZED SVBGRADERETENTIONAREAS WASE CONCRETE SHOULD SLUMP DEPTH XIS7 TO EFFECTIVELY REMOVE INE ThAT ASUFFC: BE RIBBONED OUT ON THEE PROVIDED SLAB ALLOWED n..S 100 LARGER PARTICLES ANDHEAVIER SOLIQ:; PRIOR TO THEIR REACHING THE , LEIR — — LITTORAL SHELF. PERIODIC EXCAVA UN OF THE SUMP MAY BE REQUIRED. TO DRY & STOCKPILED FOR REMOVAL OFFSITE. WHEN THE _ 35.00 Tl $ SETTLI G CELLS ARE FULL TO WITHIN 6 INCHES OF THE.WEIRS, r;ir nlnlr>r ,� C NECESSARY, N U CUMULATION OF SEDIMENT. WHEN EXCAVATION IS NE SS RY DUE M , B R MO ED S UIMENT FROM HE CELLS SHOULD BE BE D AND THE ORIGINAL DESIGN ELEVATIONS. SEDIMENT SHOULD E E V E T � THE MATERIAL SHALL REMOVE r •� A , 41 TYP ISOLAT ON EXP r I ANSION J0 2 INT # MICE :t 1 .13 wE a ! `- YARD LIGHT AND DIMENSIONS SHALL BE RESTORED. MIXED WITH FRESH RETURNED CONC &ALLOWED TO DRY. ALL WEIR SLIDE NO SCALE / 109.00. [.e. :� I GATES SHALL BE CHECKED REGULARLY FOR PROPER FUNCTION. THE PUMP OF E DISCH\RGE STRUCTURE AND ALL OTHER ' � �_ - :_Ir - - l r> 2 PERIODIC INSPECTIONS THE r . T , -r 6" CONCRETE CURB INTAKE SCREEN SHALL BE CLEANED REGULARLY. _. ORDER 0 ` _ ?] a? tic:Ftr rGLE'. STRUCTURES, PIPES OR FLUMES SHOULD BE MADE IN R R T NOTE AND C.ON:RETAIN NG _: !''R(P RAP/ / S< CONCRETE PAVING SPECS _. '_ -',• r/ , , , on t 22.oi T � / ,REMOVE ANY BLOCKAGES WHICH MIGHT OCCUR. WALL �� , ;, cbk // >..�, • r g .. t6.El9 s corJCRETE cuRe ,: MAINTENANCE& OPERATION INSTRUCTIONS =s° FtuMEr. ti URFIHEiNF SEALANT: ., I --- ` �, 3 EROSION PROBLEMS WHICH MIGHT DEVELOP AS A RESULT OF EXTREME RAINFALL •(1-•� POLYMERIC SYSTEMS INC. ONE PART SELF LEVELING PSI 952 _• CONTRACTOR IS TES - ,. �. �. \� ...: •., <,_,. .. � -.- '� --:.` _._: � / � ' ✓ � /r/ 45.32. --- - _ - -. TO T CAULK 25' OF �� �. > ~ - v - �,,• ,--�.__--�._, '.�4-•- 1, � , ,• �..., ,, I � OR POOR MAINTErJANCE PRACTICES SHOULD BE REPAIRED IMMEDIATELY.. FOR THE STORMWATER SEDIMENT SUMP. :' JOINT AND LET COA�POUND CURE. IF BLISTERING OR BUBBLING OCGURS, A 7W0 PART EPDXY URETHANE :RE- F?0 f r \ SEALANT SHALL BE D. CURING \ IT IS IMPORTANT THAT THE CONCRETE. SUMPS � G9MP4.UND:. - �..• ? � ,. AT THE STORMWATER RETENTION POND 'AREAS BE I RE51-CHEM CLEAR CURE TYPE L APPLY PER MANUFACTURES SPECS. RIP -RAP ..\�� /, o, ROLL (� - �.. TYPE -1 WASTEWATER,. F SEDIMENT 0 A REGULAR • , .. � CLEANED 0 E IMENT N RBASIS. �.CONc �., EXPANSIQjy 1vjATERIAL. �, f-� i CURB WASTEWATER GENERATED DURING GENERAL ACTIVITIES AT A CONCRETE E I SHOULD BE ED WITH FRESH O ,, �,, �. LUNE, t 0 0.1 THE WASTE MAT RAL MIX POLYEXPANSION FOAM ZIP STRIP 1/2' THICK MATERIAL SHALL BE PLACED AT ALL STRUCTURES INLETS /� \ >% N BATCH PLAT INCLUDING CONVEYOR WASHUOWN, WASHING OF MIXING PLANT ` \ __�-:_____. _ :, __ -_.-_ _ '"'=.-••-- —:=o/r -r- RETURNED CONCRETE &ALLOWED TO DRY. CURBS, FOUNDATIONS, ETC. ~ ,--•• I! -� -- — Iifl— `--' u�rr r °' P,P AND SLUMP RACKS, AND OTHER SIMILAR SOURCES; WASHING OF MIXER .= �� G TRUCK CHUTES AND DUST SPRAY -OFF FROM MIXER TRUCK EXTERIORS; SUBGRADE: 1 EXISTING COMPACTED VEGETATION FREE SUBGRADE TO 95% MPD ACCORDING TO AASTHO T180 METHOD A D. . �`~J /�. a' STANDPIPE P.P. �, , �gti MASONRY WALL RUNOFF FROM WATER SPRAYED ON AGGREGATE PILES, INCLUDING RECLAIMED JOINTS: '`` TYPE 2 WASHSAW CUT �"�~` /// YARD LIGHT TYPE -2 WASTEWATER .USED FOR THIS PURPOSE; WATER SPRAYED FOR DUST SAW QUT CO �� `. ! �•Y 4 OUT STRUCTURE CONTROL CONTACT STORMWATER RUNOFF AND ANY WATER THAT COMES INTO SAW �IJT CONTROL JOINTS H1TH A DIAMOND BLADE SAW TO 1 3 SLAB THICKNESS, CUTS SHALL BE MADE /// \ .�/ _ _ 4 5 HRS AFTER BROOM FINISH, OR WHEN FINISH WILL NOT BE MARRED OR CHIPPED BY THE SAW. � 1 4 CONTACT WITH THIS WASTEWATER. THIS TERM DOES NOT INCLUDE. MIXER TYPICAL 12 x tz GRID. O T qn "»a �(� 6" CONCRETE CURB �I TRUCK UNDERCARRIAGE WASHING OR OTHER TRUCK OR EQUIPMENT WASHING. �! CURB— SEDIMENT w N., O o 3 .44 CONCRETE: 7 7 r� oo 1 _� yy �c STRUCTURE x O a B THICK, 500 P.S.I. CONCRETE W SYNTHETIC FIBER REINFORCED CONCRETE L Z, MAX 4" SLUMP. MIX DESIGN A-/ 16 8i TYPE --2 WASTEWATER PER 1 CONCRETE. PLACE CONCRETE IN ALTERNATING T � z " BATCH PLANT_.EQUIPMENT I , 4 . z4' MADE SECTIONS DAMPEN SUBGRADE PLAC TO PLACEMENT. MENT SHA EXISTING \ . r "-:• LL BE IN ACCORDANCE TO IT •. -'� BY OTHERS .Ln r�F. -. .. _ WASTEWATER GENERATED FROM WASHOUT OF THE INTERIOR OF THE CONCRETE .. �N P�q�E MASONRY WALL �1, . ,a,)3, ( ) A CONTIN. US / / I TRUCK' MIXER. DRUM AND ANY WATER THAI- COMES INTO CONTACT WITH THIS CED IN C q •, .; I . ��t ,r � `' .:...—___:_:,:,..__ (4)10'x20', REG. T MANOR A01� COIR JOINT � I 6� . 136.72 WASTEWATER, EXCLUDING CONTACT AS A RESULT OF SPRAYING RECLAIMED h• r, PARKING SPACES _ ;+PA E PLA 0 11N 0 NQ IS TO BE PLACE r r �.t ;IrIC+,: irs;;-. TYPE -2 WASTEWATER ON AGGREGATE PILES. VI D IN 24• WIDE ALTERNATING STRIPS AS SHOWN. , �c .� a • `.-�._�.r _ , %MPD ACCORDING TO AASHTO T180 METHOD A. D. j a I ,, .�.__ __.. (1)12 x20 H.C; PARKING SPACE a — JOHN M G�GR GOR P.E:. 33698 88683 I. r> n W/5 UNLOADING AISLE STRIPED �i # Q Q & SIGNED,PER CODE, ART S T2EL, P.E. #50658 bMs •C.A. 7473 ,( o 2016 MODULAR O SEB � r/zl MODULAR OFFICE B DG DATE: I in qn FT ULFUf<L YUU UIU It's the Lawl 811 SUNSHINE STATE ONE CALL OF FLORIDA, I 4 REVISED TYPE 2 SYSTEM & MISC. CHANGES PER OWNER ' SAM 1/14/16 MATERIAL MATERIAL o STORAGE STORAGE 7 rri 00 REVISION BY DATE . THE DESIGNS SHOWN HERE ARE PROPRIETARY INFORMATION, THIS INFORMATION SHALL NOT BE COPIED, SOLD, OR DISTRIBUTED WITHOUT THE PRIOR WRITTEN PERMISSION OF STITZEL ENGINEERING & CONSTRUCTION, INC. COPYRIGHT (STITZEL ENGINEERING & CONSTRUCTION) � . ,F t AJ YYAIt IV Wit JIVttMYVAltlt - � UIJI.HAttl� Y'1 Ik hC 3 CRUSHED OC OF SEDIMENT SUMP SHALL BE PERFORMED TO ROCK BASE 1 REGULAR INSPECTIONTHE - .,+ •r:; rjv .,e,..,-..-:•• _-• h, ,q o., J I r> , •+ 1 r STABILIZED SVBGRADERETENTIONAREAS WASE CONCRETE SHOULD SLUMP DEPTH XIS7 TO EFFECTIVELY REMOVE INE ThAT ASUFFC: BE RIBBONED OUT ON THEE PROVIDED SLAB ALLOWED n..S 100 LARGER PARTICLES ANDHEAVIER SOLIQ:; PRIOR TO THEIR REACHING THE , LEIR — — LITTORAL SHELF. PERIODIC EXCAVA UN OF THE SUMP MAY BE REQUIRED. TO DRY & STOCKPILED FOR REMOVAL OFFSITE. WHEN THE _ 35.00 Tl $ SETTLI G CELLS ARE FULL TO WITHIN 6 INCHES OF THE.WEIRS, r;ir nlnlr>r ,� C NECESSARY, N U CUMULATION OF SEDIMENT. WHEN EXCAVATION IS NE SS RY DUE M , B R MO ED S UIMENT FROM HE CELLS SHOULD BE BE D AND THE ORIGINAL DESIGN ELEVATIONS. SEDIMENT SHOULD E E V E T � THE MATERIAL SHALL REMOVE r •� A , 41 TYP ISOLAT ON EXP r I ANSION J0 2 INT # MICE :t 1 .13 wE a ! `- YARD LIGHT AND DIMENSIONS SHALL BE RESTORED. MIXED WITH FRESH RETURNED CONC &ALLOWED TO DRY. ALL WEIR SLIDE NO SCALE / 109.00. [.e. :� I GATES SHALL BE CHECKED REGULARLY FOR PROPER FUNCTION. THE PUMP OF E DISCH\RGE STRUCTURE AND ALL OTHER ' � �_ - :_Ir - - l r> 2 PERIODIC INSPECTIONS THE r . T , -r 6" CONCRETE CURB INTAKE SCREEN SHALL BE CLEANED REGULARLY. _. ORDER 0 ` _ ?] a? tic:Ftr rGLE'. STRUCTURES, PIPES OR FLUMES SHOULD BE MADE IN R R T NOTE AND C.ON:RETAIN NG _: !''R(P RAP/ / S< CONCRETE PAVING SPECS _. '_ -',• r/ , , , on t 22.oi T � / ,REMOVE ANY BLOCKAGES WHICH MIGHT OCCUR. WALL �� , ;, cbk // >..�, • r g .. t6.El9 s corJCRETE cuRe ,: MAINTENANCE& OPERATION INSTRUCTIONS =s° FtuMEr. ti URFIHEiNF SEALANT: ., I --- ` �, 3 EROSION PROBLEMS WHICH MIGHT DEVELOP AS A RESULT OF EXTREME RAINFALL •(1-•� POLYMERIC SYSTEMS INC. ONE PART SELF LEVELING PSI 952 _• CONTRACTOR IS TES - ,. �. �. \� ...: •., <,_,. .. � -.- '� --:.` _._: � / � ' ✓ � /r/ 45.32. --- - _ - -. TO T CAULK 25' OF �� �. > ~ - v - �,,• ,--�.__--�._, '.�4-•- 1, � , ,• �..., ,, I � OR POOR MAINTErJANCE PRACTICES SHOULD BE REPAIRED IMMEDIATELY.. FOR THE STORMWATER SEDIMENT SUMP. :' JOINT AND LET COA�POUND CURE. IF BLISTERING OR BUBBLING OCGURS, A 7W0 PART EPDXY URETHANE :RE- F?0 f r \ SEALANT SHALL BE D. CURING \ IT IS IMPORTANT THAT THE CONCRETE. SUMPS � G9MP4.UND:. - �..• ? � ,. AT THE STORMWATER RETENTION POND 'AREAS BE I RE51-CHEM CLEAR CURE TYPE L APPLY PER MANUFACTURES SPECS. RIP -RAP ..\�� /, o, ROLL (� - �.. TYPE -1 WASTEWATER,. F SEDIMENT 0 A REGULAR • , .. � CLEANED 0 E IMENT N RBASIS. �.CONc �., EXPANSIQjy 1vjATERIAL. �, f-� i CURB WASTEWATER GENERATED DURING GENERAL ACTIVITIES AT A CONCRETE E I SHOULD BE ED WITH FRESH O ,, �,, �. LUNE, t 0 0.1 THE WASTE MAT RAL MIX POLYEXPANSION FOAM ZIP STRIP 1/2' THICK MATERIAL SHALL BE PLACED AT ALL STRUCTURES INLETS /� \ >% N BATCH PLAT INCLUDING CONVEYOR WASHUOWN, WASHING OF MIXING PLANT ` \ __�-:_____. _ :, __ -_.-_ _ '"'=.-••-- —:=o/r -r- RETURNED CONCRETE &ALLOWED TO DRY. CURBS, FOUNDATIONS, ETC. ~ ,--•• I! -� -- — Iifl— `--' u�rr r °' P,P AND SLUMP RACKS, AND OTHER SIMILAR SOURCES; WASHING OF MIXER .= �� G TRUCK CHUTES AND DUST SPRAY -OFF FROM MIXER TRUCK EXTERIORS; SUBGRADE: 1 EXISTING COMPACTED VEGETATION FREE SUBGRADE TO 95% MPD ACCORDING TO AASTHO T180 METHOD A D. . �`~J /�. a' STANDPIPE P.P. �, , �gti MASONRY WALL RUNOFF FROM WATER SPRAYED ON AGGREGATE PILES, INCLUDING RECLAIMED JOINTS: '`` TYPE 2 WASHSAW CUT �"�~` /// YARD LIGHT TYPE -2 WASTEWATER .USED FOR THIS PURPOSE; WATER SPRAYED FOR DUST SAW QUT CO �� `. ! �•Y 4 OUT STRUCTURE CONTROL CONTACT STORMWATER RUNOFF AND ANY WATER THAT COMES INTO SAW �IJT CONTROL JOINTS H1TH A DIAMOND BLADE SAW TO 1 3 SLAB THICKNESS, CUTS SHALL BE MADE /// \ .�/ _ _ 4 5 HRS AFTER BROOM FINISH, OR WHEN FINISH WILL NOT BE MARRED OR CHIPPED BY THE SAW. � 1 4 CONTACT WITH THIS WASTEWATER. THIS TERM DOES NOT INCLUDE. MIXER TYPICAL 12 x tz GRID. O T qn "»a �(� 6" CONCRETE CURB �I TRUCK UNDERCARRIAGE WASHING OR OTHER TRUCK OR EQUIPMENT WASHING. �! CURB— SEDIMENT w N., O o 3 .44 CONCRETE: 7 7 r� oo 1 _� yy �c STRUCTURE x O a B THICK, 500 P.S.I. CONCRETE W SYNTHETIC FIBER REINFORCED CONCRETE L Z, MAX 4" SLUMP. MIX DESIGN A-/ 16 8i TYPE --2 WASTEWATER PER 1 CONCRETE. PLACE CONCRETE IN ALTERNATING T � z " BATCH PLANT_.EQUIPMENT I , 4 . z4' MADE SECTIONS DAMPEN SUBGRADE PLAC TO PLACEMENT. MENT SHA EXISTING \ . r "-:• LL BE IN ACCORDANCE TO IT •. -'� BY OTHERS .Ln r�F. -. .. _ WASTEWATER GENERATED FROM WASHOUT OF THE INTERIOR OF THE CONCRETE .. �N P�q�E MASONRY WALL �1, . ,a,)3, ( ) A CONTIN. US / / I TRUCK' MIXER. DRUM AND ANY WATER THAI- COMES INTO CONTACT WITH THIS CED IN C q •, .; I . ��t ,r � `' .:...—___:_:,:,..__ (4)10'x20', REG. T MANOR A01� COIR JOINT � I 6� . 136.72 WASTEWATER, EXCLUDING CONTACT AS A RESULT OF SPRAYING RECLAIMED h• r, PARKING SPACES _ ;+PA E PLA 0 11N 0 NQ IS TO BE PLACE r r �.t ;IrIC+,: irs;;-. TYPE -2 WASTEWATER ON AGGREGATE PILES. VI D IN 24• WIDE ALTERNATING STRIPS AS SHOWN. , �c .� a • `.-�._�.r _ , %MPD ACCORDING TO AASHTO T180 METHOD A. D. j a I ,, .�.__ __.. (1)12 x20 H.C; PARKING SPACE a — JOHN M G�GR GOR P.E:. 33698 88683 I. r> n W/5 UNLOADING AISLE STRIPED �i # Q Q & SIGNED,PER CODE, ART S T2EL, P.E. #50658 bMs •C.A. 7473 ,( o 2016 MODULAR O SEB � r/zl MODULAR OFFICE B DG DATE: I in qn FT ULFUf<L YUU UIU It's the Lawl 811 SUNSHINE STATE ONE CALL OF FLORIDA, I 4 REVISED TYPE 2 SYSTEM & MISC. CHANGES PER OWNER ' SAM 1/14/16 3 REVISED PER COMMENTS DATED. 7/28/15 SAM, 6/30/15 2 REVISED PLANT LOCATION & PER COMMENTS SAM 6/21/15 1 REVISED PER SANFORD COMMENTS DATED 3/19/15 SAM.3/25/15 NO. REVISION BY DATE . THE DESIGNS SHOWN HERE ARE PROPRIETARY INFORMATION, THIS INFORMATION SHALL NOT BE COPIED, SOLD, OR DISTRIBUTED WITHOUT THE PRIOR WRITTEN PERMISSION OF STITZEL ENGINEERING & CONSTRUCTION, INC. COPYRIGHT (STITZEL ENGINEERING & CONSTRUCTION) SITE PLAN & NOTES PLAN SCALE AS SHOWN A-1. BLOCK C O R P BATCH CONCRETE. PLANT 350 PERSIMMON ' AVE. SANFORD, FLORIDA PARCEL # 26-19-30-300-004F-0000 STITZEL Engineering 317 West Highland Dr. Suite #101 & Construction, Inc. Lakeland, Florida 33813 Phone: (863) 60.7-4455 Fax: (863) 6,07=4550 DESIGNED JM FILE NAME a-1 sonford site 2015 no It r4.dwg DRAWN SG DATE 2/11/15 SHEET 3 ' OF 5 CHECKED JM N�, EXISTING MANHOLE: �- EXISTING �. C,' y . .� MAINTENANCE and OPERATION INSTRUCTIONS NT TOP 24.39 ; >� •v°- ,��°. EQUIPME I REDUCER eusHlNc WET DETENTION SYSTEM r° ExlsnrJc N. INV. 19.06 6.,„0 PIPE EC uIPMErTr S. INV. 19.14 LP , n , k MAINTENANCE OF THIS FACILITY IS TO CONSIST OF THE FOLLOWING MEASURES: �. E TO POND ORIFICE Fl 90' ELB INTED �• � '=3" PVC OW PO / n ° PPI o, v ,. 1 REGULAR 0 S D TSU S L PERFORMED 0` EXIST. WAL E R F Tr1E E SEDIMENT MP SHALL BE PER RM D T / L PIPE DOWN. ry / EXISTING " DETERMINE THAT A SUFFICIENT DEPTH EXISTS TO EFFECTIVELY REMOVE g Fti ' ,Fr � loi c PAVING c , r y, LARGER PARTICLES AND HEAVIER SOLIDS PRIOR TO THEIR REACHING THErr0 C A GE.'`/ EXISTING PAVED DRIVEN H N , �vsrNNLEss STEEL tlosE cwm LITTORAL SHELF. PERIODIC EXCAVATION OF T}IE SUMP MAY BE REQUIRED .S V � �• 4.7"4 ORIFICE DD ROLL CURB . '> , A R FI P C ,; , � MODIFIED TYPE h I S i ! k , MATCH EXIS GRADE � Fr {�� DUE TO AN AC MU ON OF SEDIMENT. WhIEN EXCAVATION IS NECESSARY °� N / , 00 CU LAII h• , i ' PIPE TPN � 24. OP AT 25 5 Y FINAL OUTFALL rye. �a T ALONG EXIST PAVING 0. 2a s cYl s.. L Ts rk1SI1N / ADO ROLL`'CURBy �''� - tTtLON SCREEN WITH THE MATERIAL SHALL BE REMOVED AND THE ORIGINAL DESIGN ELEVATIONS STRUCTURE " S, .I bu / / - _ G ADD ROLL CURB / ;;Irria i.i t TO AT 25.5 �, 1/4 OM411GS AND DIMENSIONS SHALL BE RESTORED. 40 L.F. OF 15 0 %9 .���'. nn :P 25.66 EXISTING TOP AT. 25.5 b.: TCUNB EXISTING P RETAMING WALL 6 u??q?Sy�y.0 .y BETWEEN PONDS v v y 2 4.84 .� .X I CP PIPE .�,� 2 PERIODIC P 0 'if DISCHARGE STRUCTURE AND ALL OTHER R 24.18INSPECTIONS F 1E L ) Exlsnrlc DurnPSTEri ,L,- _____.._ ,. n pp STRUCTURES PIPES OR FLUMES SHOULD BE MADE IN ORDER TO NOTE AND FUEL T . �a.tz REMOVE ANY BLOCKAGES WHICH MIGHT OCCUR. 4 BARS # " CONST SWALE Reticulins ears 4 12 ON CENTER M _ , . "vbl . R �-__\ : x 3 EROSION PROBLEMS ITCH MIGHT DEVELOP AS A RESULT OF EXTREME RAINFALL _.\ a ,..� ,a ) � - Bands 65 L.F. OF 6"0 - U 3?. T . ! ~ : _ : 4.10 3" THICK x 24" LONG 3' THICK x 24" LONG 0 A PRACTICES D IMMEDIATELY. Exl,Tlrc ,_ OR POOR MAINTENANCE PRA Tl ES SHOUL BE REPAIRED IMME A RIA EXISTING E.O.. PVC PIPE - INV 22.00. __-- , ._ �i CLEO " CONC. SLAB _ ° CONI. SLAB �uECTI�N A rox. Weight 100 Lbs, MATERIAL T a. pP 9 •_ '�.. STORAGE r I+ET 12 CONC. CURB EXISTING r , . , [} 7d7 ?? ': \ MATERIAL _. _ _ _- -= _ -- _ 3.9 a LEGEND zX%sae..•.:. - ��.,-�',:,:_ ACE �; ...-M�s _ � ' 4 \ sTGR _ _ lr, INVERT INLET STRUCTURE DETAIL i :- -- -- - I I 7 e PR RAD 129.5 c` .,<_ "?s:,;:`�.,` •; MATERIAL I PROPOSED GRADE MATERIAL MATERIAL NO SCALE T - \ P D ' STORAGE FIN. L ON A�� S TURA CE 20.7 �. --- EXISTING ___.._ STUr1AGE STORAGE GRADE v . EXIST. M.E.S. Al / --- BFEAK a v EXISTING GRADE � ..,. `• MES ••,\�_ ` - STORAGE / 1 0 T ALK MATCH EXISTING GRADE - �' ,,,, 129.5 OUTFALL STRUCT 27.50 , . •- ... •. _ � . -_ �� -,� �-• �: '�. - i i 2 :; TOP WALL TOP OF BANK SEE DETAIL ABOVE STRUCTURE BETWEEN �.,,.. _� ; _ ,, �_ _. .. , ,0 27.2 � ,. , , BETWEEN PON D S 2s 0 _ TOP of BANK / y EL. 26.00 PONDS SEE DETAIL :.J 1 � �..,,p •-, � .�•�. - � � �._, .: .;, l � �, ,� PROPOSED FLOW. DIRECTION -°-Mti ✓ -.. ` _ -- EL, 26.00 •� '- .. •, '-•,. . �.,, _.,.� .:., ..._:, �-,.� ..., :. • THIS SHEET... J / f .. ,.. ,. / .. 6 CONCRETE CURB WEIR EL, QHY(I 25.0 RIP_ r,,/ti /,, ORIFICE CTAIL RA I G and A I N A G E NOT -,- 6 CONCRETE CURB. U. 25.05 �. \, : - a 0 / NO SCALE DHWT ORIFICE IN WAIL �`�-\.`��^•�.: ` s�r�. -FLUME / ��7 _ DISCHARGE CONTROL & EROSION PROTECTION MEASURES SHALL BE EMPLOYED EL 25. \�\` .'?'• ?i . �., r - mac; __ v h i 26.6 sHWT 1 4 4 CONC PADS BELOW / 7 AND OPERATED AT ALL TIMES DURING CONSTRUCTION TO AVOID ADVERSE IMPACTS 373 .� ;aJ •.PR PUNT) AREAS TO RECEIVING WATERS OR ADJACENT PROPERTY. DETENTION/RETENTION STORAGE SLOPE CHANGE REDUCER BUSHING �1 STRUCTURES SEDIMENT BARRIERS FLOW CONVEYANCES REVERIMENT, DISCHARGE v � ��. RIP. -•JRA. � � h `'� �m � , , s _ N ,.. �. c-• CONTROL STRUCTURES & OTHER STORMWATEft MANAGEMENT STRUCTURES SHOULD POND BOTTOM SEDIMENT TRAP rS 3' PVC say ELBOW POINTED �{Q .;�,; \ �tJME :ti• _ ; •` BE BUILT &CONTINUOUSLY MAINTAINED DURING THE PROJECT'S CONSTRUCTION IN. , , �1 . lr� EL. 19.00 A ROLL CURB- - , DOWN. ROLL CURB A MANNER SUCH THAT TO THE EXTENT POSSIBLE, THE STRUCTURES ARE INCORPORATED ZPOND BOTTOM FINAL PO �-' 'tv+TJJ I 2 • p INTO & BECOME PART OF THE PERMANENT SURFACE WATER MANAGEMENT SYSTEM, �D AREA EL. 17.00 PRE -POND AREA ORIFICE STNNLFSS STEEL NOSE CIAAIP Y STANDPIPE PIPE INLET : ; , THE OWNER/PERMITTEE SHAI_l. ENSURE THAT THE SURFACE WATER & STORMWATER 25,95 Fl MANAGEMENT MEASURES PROPOSED IN THE PLAN ARE EFFECTIVELY IMPLEMENTED UNTIL a l / a tmoN SCREEN WITH TYPICAL POND SECTION 1 0 ORIFICE E 1/4 ,OPENINGS INVERT 23.75 •�•^. THE COMPLE110N OF THE PROJECT OR UNTIL THE PERMANENT SURFACE WATER STABILIZED BERM : w �::/ 0. - STORM WATER MANAGEMENT SYSTEM No SCALE ND OUTSIDE � 27.2 MANAGEMENT SYSTEM 15 OPERATIONAL. C ALL AROUND f''> O �.:. ``Tal")`` OPERATING AND MAINTENANCE PROCEDURES PONDS `� .: i, 2 THE'PE SHALL AMEND THE CONSTRUCTION SURFACE WATER MANAGEMENT Q OF P y 1, .,? Q n' . THE STORM WATER FACILITY MUST BE MAINTAINED PROPERLY IF IT IS TO PERFORM __. . 27.2 PLAN WHENEVER THE PROJECT IS ALTERED OR MODIFIED IN A MANNER THAT 6 .CONCRETE CURB )%' : I STRUCTURE FACE THE SERVICE FOR IC I WAS DESIGNED S S INTENDED 0 WILL RESULT IN (1)THE POTENTIAL DISCHARGE OF POLLUTANTS (2)A CHANGE WHICH T THIS I , I TTEr T BE A GUIDE TO �A V X �s✓vti BLOCATIONS THE PROPER WAYS TO MAINTAIN THIS FACILITY, THIS IS ONLY A.GUIDE AND SHOULD : 9 -•�� sr r� I �,�✓ � • " 3` THICK x 24' LONG � IN THE AMOUNT OF DISCHARGE (3)A CHANGE IN THE NUM ER OF OF �R r. �. --- BE MODIFIED AS FIELD CONDITIONS REQUIRE, lr CONC. SLAB STORMWATER DISCHARGE POINTS OR (4)ADVERSE IMPACTS TO WETLANDS, & SUCH CHANGES RESSED E APPROVED PLAN. 1. MONTHLY, VISUALLY INSPECT STORM WATER FLOW PATHS TO INSURE THAT NO HAVE NOT BEEN OTHERWISE ADD IN TH APR 6 ` CLOGGING ORE 0510N HAS OCCURRED. •s9 27.3 l = THE PERMITTEE SFIALL. AL50 AMEND THE PLAN IF ITS IMPLEMENTATION DOES NOT R y -- =- s -• • . •. ELIMINATE OR MINIMIZE EROSION & SEDIMENT DISPOSITION OFF-SITE FLOODING, 27.00 • <• • •, ., 2. ONCE EVERY THREE MONTHS, VISUALLY INSPECT ALL STORM SEWER SYSTEM JOHN MACER -GOR, P.E. #33698 C>)88683 [�':J I ADVERSE IMPACTS TO WETLANDS, OR VIOLATIONS OF STATE WATER QUALITY COMPONENTS TO INSURE THAT EXCESSIVE SILTING HAS NOT OCCURRED IF . 4 y.' . e P & Z -L, P. E. #5065$ n STANDARDS. AMENDMENTS TO THE PLAN SHALL E PREPARED KEPT AS EXCESSIVE SILTATION HAS OCCURRED, HAVE ALL AREAS PROPERLY CLEANED, ART STI�473 ADMIX 27.50 16 SEPARATE DOCUMENTS ALONG WITH THE ORIGINAL PLAN. ALL ALTERATIONS TO THE 3, WEEKLY DURING SUMMER MONTHS AND BI -WEEKLY DURING THE REMAINDER OF # . �7 SYSTEM MUST BE SHOWN ON THE AMENDED PLAN ALONG WITH DOCUMENTATION OF I ( THE YEAR, MOW ANY GRASS WITHIN THE COLLECTION AREAS. GRASS CLIPPINGS FEB � � 5 2016 THE REQUIRED APPROVALS. SHALL BE COLLECTED AND REMOVED FROM THE SrTE FOR PROPER DISPOSAL. 27.5 �' POURED CONCRETE. CURB - �Q / THE PERMITTEE SHAD_ KEEP COPIES OF THE CONST SURFACE WATER M MT DATE: MO AR OFFICE. BLDG FINAL OUTFALL W 5 REBAR AT 12" O.C.' O 2 .60 PLAN &ANY AMENDMENTS THERETO, TOGETHER WITH PERMITTED CONSTRUCTION - 600 SQ.FT. DRAWING AT THE CONSTRUCTION SITE FOR USE BY CONSTRUCTION PERSONNEL EACH WAY is '� G FINISH FLR 2 .6 SEE PLAN FOR LOCATION. ` & SHALL MAKE THE PLAN & CONST DWGS AVAILABLE UPON REQUEST TO THE 12 Q 'k/ 30,10 ORIFICE DETAIL' f n 1 �� DISTRICT STAFF. WHO VISIT THE PROJECT DURING CONSTRUCTION. NO SCALE 5 REBAR 0 12" O.C. PP -- .. , •_-�+�-.� � #5 REBAR 012" VERTICAL - .0 - -- -�'t A ,;. ��.•a� ,. � �. . LEGEND BENCHMARK WP -WITNESS POINT B.M. .RPOINT OF COMM CEMENT ELEV_ELEVATION� 3000 P.S.I.2 WIDEP.O.0 <. - _ E _ L POURED CONCRETE WALL -- CENTERLINE P.O.B. POINT OF BEGINNING EP=EDGE OF PAVEMENT- WALL C/B WALL _ INFORCED CONC PIPE FH=FIRE HYDRANT WV=WATER VALVE _ RCW=RIGHT OF WAY F.F.E.-FINISHED FLOOR ELEVATION IRAN =TRANSFORMER ..; :. . , . t• .�. �• �: � CALC-CALCULATED 5 DOWEL (9 48" O.C.M-CONCRETE MONUMENT / T.O.B.=TOP OF BANK. # CLF=CHAIN LINK FENCE REC=RECOVERED F=FIELD L = ARC LENGTH ?. I 0 C= ON SET N&.D=N&D 4596 GA=GUY ANCHOR b. 2' C N C CRETE M - .. / ''( HEEL BARS _ C SN=SIGN INV -INVERT C.B. - CHORD BEARING E f,. •=CONCRETE BLOCK = _ _ M IPE B #1 5 .<; ;: ,,�• ,c`' ;..' ' .. ! ,: _ . ' TOE BARS -#5 � 12" O.C.O.C.:�� � "I . _ .._ �6 ® 2" O.C. CMP -CORRUGATED METAL P SET IR 1/2" IR W/L. 4 96 IR -IRON ROD D DELTA # F -77. O - CO -CLEAN OUT TB=TELEPHONE BOX IP IRON PIPE N&D-NAIL AND DISK BARS � - FOOTING S/T AR ,) D=DESCRIPTION TYP TYPICAL LP=LIGHT POLE 0/H -OVERHEAD LINE - L 5 0 18" O.C. __ - WF=WOOD FENCE WM=WATER METER P=PLAT EB ELECTRIC BO • X R ....... = O PP=POWER POLE ' MH MAN HOLE - PLA 1I-2 GRAC IN.G N R E T A I NTNG: CURB SECTION �f0 _ ,.. - 50- 1 0 1/2" a 1 -o _ CALL 72 HOURS. • WA.LL SECTION. BEFORE YOU DIG , NO SCALE It's. the L.aWi 4 8 SUNSHINE STATE ONE C ORIDA INC r ALL OF FL 4 REVISED TYPE 2 SYSTEM & MISC CHANGES PER .OWNER SAM - _� 23.85 `. 16 i_ GRATE �s 6/21/15 1 REVISED PER SANFORD COMMENTS DATED .3/1.9/15 SAM 2,: NO. REVISION - ,, 6" 0 PIPE CLR TYP cn �' TO POND •• N q 6N 0 PIP � m a- INV. EL. 22.15 , t { ,. •l. rS c' t R LL ��• 5 N � BAND BOX BOTTOM 'r.iT•I It r4.dwg DRAWN INVERT 22.00 DATE 0 � 29 9 SHEET 4 R I +: ^ UD 1---- 1' Stralght Bars 2"x FUEL T . �a.tz REMOVE ANY BLOCKAGES WHICH MIGHT OCCUR. 4 BARS # " CONST SWALE Reticulins ears 4 12 ON CENTER M _ , . "vbl . R �-__\ : x 3 EROSION PROBLEMS ITCH MIGHT DEVELOP AS A RESULT OF EXTREME RAINFALL _.\ a ,..� ,a ) � - Bands 65 L.F. OF 6"0 - U 3?. T . ! ~ : _ : 4.10 3" THICK x 24" LONG 3' THICK x 24" LONG 0 A PRACTICES D IMMEDIATELY. Exl,Tlrc ,_ OR POOR MAINTENANCE PRA Tl ES SHOUL BE REPAIRED IMME A RIA EXISTING E.O.. PVC PIPE - INV 22.00. __-- , ._ �i CLEO " CONC. SLAB _ ° CONI. SLAB �uECTI�N A rox. Weight 100 Lbs, MATERIAL T a. pP 9 •_ '�.. STORAGE r I+ET 12 CONC. CURB EXISTING r , . , [} 7d7 ?? ': \ MATERIAL _. _ _ _- -= _ -- _ 3.9 a LEGEND zX%sae..•.:. - ��.,-�',:,:_ ACE �; ...-M�s _ � ' 4 \ sTGR _ _ lr, INVERT INLET STRUCTURE DETAIL i :- -- -- - I I 7 e PR RAD 129.5 c` .,<_ "?s:,;:`�.,` •; MATERIAL I PROPOSED GRADE MATERIAL MATERIAL NO SCALE T - \ P D ' STORAGE FIN. L ON A�� S TURA CE 20.7 �. --- EXISTING ___.._ STUr1AGE STORAGE GRADE v . EXIST. M.E.S. Al / --- BFEAK a v EXISTING GRADE � ..,. `• MES ••,\�_ ` - STORAGE / 1 0 T ALK MATCH EXISTING GRADE - �' ,,,, 129.5 OUTFALL STRUCT 27.50 , . •- ... •. _ � . -_ �� -,� �-• �: '�. - i i 2 :; TOP WALL TOP OF BANK SEE DETAIL ABOVE STRUCTURE BETWEEN �.,,.. _� ; _ ,, �_ _. .. , ,0 27.2 � ,. , , BETWEEN PON D S 2s 0 _ TOP of BANK / y EL. 26.00 PONDS SEE DETAIL :.J 1 � �..,,p •-, � .�•�. - � � �._, .: .;, l � �, ,� PROPOSED FLOW. DIRECTION -°-Mti ✓ -.. ` _ -- EL, 26.00 •� '- .. •, '-•,. . �.,, _.,.� .:., ..._:, �-,.� ..., :. • THIS SHEET... J / f .. ,.. ,. / .. 6 CONCRETE CURB WEIR EL, QHY(I 25.0 RIP_ r,,/ti /,, ORIFICE CTAIL RA I G and A I N A G E NOT -,- 6 CONCRETE CURB. U. 25.05 �. \, : - a 0 / NO SCALE DHWT ORIFICE IN WAIL �`�-\.`��^•�.: ` s�r�. -FLUME / ��7 _ DISCHARGE CONTROL & EROSION PROTECTION MEASURES SHALL BE EMPLOYED EL 25. \�\` .'?'• ?i . �., r - mac; __ v h i 26.6 sHWT 1 4 4 CONC PADS BELOW / 7 AND OPERATED AT ALL TIMES DURING CONSTRUCTION TO AVOID ADVERSE IMPACTS 373 .� ;aJ •.PR PUNT) AREAS TO RECEIVING WATERS OR ADJACENT PROPERTY. DETENTION/RETENTION STORAGE SLOPE CHANGE REDUCER BUSHING �1 STRUCTURES SEDIMENT BARRIERS FLOW CONVEYANCES REVERIMENT, DISCHARGE v � ��. RIP. -•JRA. � � h `'� �m � , , s _ N ,.. �. c-• CONTROL STRUCTURES & OTHER STORMWATEft MANAGEMENT STRUCTURES SHOULD POND BOTTOM SEDIMENT TRAP rS 3' PVC say ELBOW POINTED �{Q .;�,; \ �tJME :ti• _ ; •` BE BUILT &CONTINUOUSLY MAINTAINED DURING THE PROJECT'S CONSTRUCTION IN. , , �1 . lr� EL. 19.00 A ROLL CURB- - , DOWN. ROLL CURB A MANNER SUCH THAT TO THE EXTENT POSSIBLE, THE STRUCTURES ARE INCORPORATED ZPOND BOTTOM FINAL PO �-' 'tv+TJJ I 2 • p INTO & BECOME PART OF THE PERMANENT SURFACE WATER MANAGEMENT SYSTEM, �D AREA EL. 17.00 PRE -POND AREA ORIFICE STNNLFSS STEEL NOSE CIAAIP Y STANDPIPE PIPE INLET : ; , THE OWNER/PERMITTEE SHAI_l. ENSURE THAT THE SURFACE WATER & STORMWATER 25,95 Fl MANAGEMENT MEASURES PROPOSED IN THE PLAN ARE EFFECTIVELY IMPLEMENTED UNTIL a l / a tmoN SCREEN WITH TYPICAL POND SECTION 1 0 ORIFICE E 1/4 ,OPENINGS INVERT 23.75 •�•^. THE COMPLE110N OF THE PROJECT OR UNTIL THE PERMANENT SURFACE WATER STABILIZED BERM : w �::/ 0. - STORM WATER MANAGEMENT SYSTEM No SCALE ND OUTSIDE � 27.2 MANAGEMENT SYSTEM 15 OPERATIONAL. C ALL AROUND f''> O �.:. ``Tal")`` OPERATING AND MAINTENANCE PROCEDURES PONDS `� .: i, 2 THE'PE SHALL AMEND THE CONSTRUCTION SURFACE WATER MANAGEMENT Q OF P y 1, .,? Q n' . THE STORM WATER FACILITY MUST BE MAINTAINED PROPERLY IF IT IS TO PERFORM __. . 27.2 PLAN WHENEVER THE PROJECT IS ALTERED OR MODIFIED IN A MANNER THAT 6 .CONCRETE CURB )%' : I STRUCTURE FACE THE SERVICE FOR IC I WAS DESIGNED S S INTENDED 0 WILL RESULT IN (1)THE POTENTIAL DISCHARGE OF POLLUTANTS (2)A CHANGE WHICH T THIS I , I TTEr T BE A GUIDE TO �A V X �s✓vti BLOCATIONS THE PROPER WAYS TO MAINTAIN THIS FACILITY, THIS IS ONLY A.GUIDE AND SHOULD : 9 -•�� sr r� I �,�✓ � • " 3` THICK x 24' LONG � IN THE AMOUNT OF DISCHARGE (3)A CHANGE IN THE NUM ER OF OF �R r. �. --- BE MODIFIED AS FIELD CONDITIONS REQUIRE, lr CONC. SLAB STORMWATER DISCHARGE POINTS OR (4)ADVERSE IMPACTS TO WETLANDS, & SUCH CHANGES RESSED E APPROVED PLAN. 1. MONTHLY, VISUALLY INSPECT STORM WATER FLOW PATHS TO INSURE THAT NO HAVE NOT BEEN OTHERWISE ADD IN TH APR 6 ` CLOGGING ORE 0510N HAS OCCURRED. •s9 27.3 l = THE PERMITTEE SFIALL. AL50 AMEND THE PLAN IF ITS IMPLEMENTATION DOES NOT R y -- =- s -• • . •. ELIMINATE OR MINIMIZE EROSION & SEDIMENT DISPOSITION OFF-SITE FLOODING, 27.00 • <• • •, ., 2. ONCE EVERY THREE MONTHS, VISUALLY INSPECT ALL STORM SEWER SYSTEM JOHN MACER -GOR, P.E. #33698 C>)88683 [�':J I ADVERSE IMPACTS TO WETLANDS, OR VIOLATIONS OF STATE WATER QUALITY COMPONENTS TO INSURE THAT EXCESSIVE SILTING HAS NOT OCCURRED IF . 4 y.' . e P & Z -L, P. E. #5065$ n STANDARDS. AMENDMENTS TO THE PLAN SHALL E PREPARED KEPT AS EXCESSIVE SILTATION HAS OCCURRED, HAVE ALL AREAS PROPERLY CLEANED, ART STI�473 ADMIX 27.50 16 SEPARATE DOCUMENTS ALONG WITH THE ORIGINAL PLAN. ALL ALTERATIONS TO THE 3, WEEKLY DURING SUMMER MONTHS AND BI -WEEKLY DURING THE REMAINDER OF # . �7 SYSTEM MUST BE SHOWN ON THE AMENDED PLAN ALONG WITH DOCUMENTATION OF I ( THE YEAR, MOW ANY GRASS WITHIN THE COLLECTION AREAS. GRASS CLIPPINGS FEB � � 5 2016 THE REQUIRED APPROVALS. SHALL BE COLLECTED AND REMOVED FROM THE SrTE FOR PROPER DISPOSAL. 27.5 �' POURED CONCRETE. CURB - �Q / THE PERMITTEE SHAD_ KEEP COPIES OF THE CONST SURFACE WATER M MT DATE: MO AR OFFICE. BLDG FINAL OUTFALL W 5 REBAR AT 12" O.C.' O 2 .60 PLAN &ANY AMENDMENTS THERETO, TOGETHER WITH PERMITTED CONSTRUCTION - 600 SQ.FT. DRAWING AT THE CONSTRUCTION SITE FOR USE BY CONSTRUCTION PERSONNEL EACH WAY is '� G FINISH FLR 2 .6 SEE PLAN FOR LOCATION. ` & SHALL MAKE THE PLAN & CONST DWGS AVAILABLE UPON REQUEST TO THE 12 Q 'k/ 30,10 ORIFICE DETAIL' f n 1 �� DISTRICT STAFF. WHO VISIT THE PROJECT DURING CONSTRUCTION. NO SCALE 5 REBAR 0 12" O.C. PP -- .. , •_-�+�-.� � #5 REBAR 012" VERTICAL - .0 - -- -�'t A ,;. ��.•a� ,. � �. . LEGEND BENCHMARK WP -WITNESS POINT B.M. .RPOINT OF COMM CEMENT ELEV_ELEVATION� 3000 P.S.I.2 WIDEP.O.0 <. - _ E _ L POURED CONCRETE WALL -- CENTERLINE P.O.B. POINT OF BEGINNING EP=EDGE OF PAVEMENT- WALL C/B WALL _ INFORCED CONC PIPE FH=FIRE HYDRANT WV=WATER VALVE _ RCW=RIGHT OF WAY F.F.E.-FINISHED FLOOR ELEVATION IRAN =TRANSFORMER ..; :. . , . t• .�. �• �: � CALC-CALCULATED 5 DOWEL (9 48" O.C.M-CONCRETE MONUMENT / T.O.B.=TOP OF BANK. # CLF=CHAIN LINK FENCE REC=RECOVERED F=FIELD L = ARC LENGTH ?. I 0 C= ON SET N&.D=N&D 4596 GA=GUY ANCHOR b. 2' C N C CRETE M - .. / ''( HEEL BARS _ C SN=SIGN INV -INVERT C.B. - CHORD BEARING E f,. •=CONCRETE BLOCK = _ _ M IPE B #1 5 .<; ;: ,,�• ,c`' ;..' ' .. ! ,: _ . ' TOE BARS -#5 � 12" O.C.O.C.:�� � "I . _ .._ �6 ® 2" O.C. CMP -CORRUGATED METAL P SET IR 1/2" IR W/L. 4 96 IR -IRON ROD D DELTA # F -77. O - CO -CLEAN OUT TB=TELEPHONE BOX IP IRON PIPE N&D-NAIL AND DISK BARS � - FOOTING S/T AR ,) D=DESCRIPTION TYP TYPICAL LP=LIGHT POLE 0/H -OVERHEAD LINE - L 5 0 18" O.C. __ - WF=WOOD FENCE WM=WATER METER P=PLAT EB ELECTRIC BO • X R ....... = O PP=POWER POLE ' MH MAN HOLE - PLA 1I-2 GRAC IN.G N R E T A I NTNG: CURB SECTION �f0 _ ,.. - 50- 1 0 1/2" a 1 -o _ CALL 72 HOURS. • WA.LL SECTION. BEFORE YOU DIG , NO SCALE It's. the L.aWi 4 8 SUNSHINE STATE ONE C ORIDA INC r ALL OF FL 4 REVISED TYPE 2 SYSTEM & MISC CHANGES PER .OWNER SAM 1/14/16 3 REVISED PER COMMENTS DATED 7/28/15 SAM 8/30/15 2 REVISED PLANT LOCATION & PER COMMENTS SAM 6/21/15 1 REVISED PER SANFORD COMMENTS DATED .3/1.9/15 SAM 3/25/15, NO. REVISION - DATE THE DESIGNS SHOWN HERE ARE PROPRIETARY INFORMATION, THIS INFORMATION SHALL NOT BE COPIED, SOLD, OR DISTRIBUTED Wri-HOUr THE PRIOR WRITTEN PERMISSION OF STITZEL ENGINEERING & CONSTRUCTION, INC. COPYRIGHT (S ITZEL ENGINEERING & CONSTRUCTION) GRADIN G P LAN N0 ES T PLAN SCALE, As sllowri Q - 1 BLOCK SOCK CORP BATCH CONCRETE PLANT 350 PERSIMMON AVE. S ANFORD FLORIDA PARCEL # 26-19-30-300-004F-0000 STITZE 3 L En Ineerin 17 West Highland D . � 9 9 and r & Construction, Inc, Lakeland, Florida Phone: (863) 607-4455 Fax: (863) 607--4550: S 0 Suite 1 1 # 33813 Je DESIGNED JM FILE NAMED -1 Sanford site 2015 no It r4.dwg DRAWN SG DATE 0 � 29 9 SHEET 4 OF 5 CHECKED J M RODS —_ 4t�f1--�`' r_nRncrJ un�� /�r� \/ / INSTALLATION.- ur_rvnt IUV UHi. T _, It'8 the Lawl 1 ti ra-- 811 SUNSHINE STATE ONE CALL OF FLORIDA, INC. LANDSCAPE LEGEND AND MATERIALS 01y. PYIMEM COMMON NAMe 00 AiM 8PEC8 3 , •: QUERCUS M L LANDSCAPE INSTALLATION: I MN - CANOPY -40' VIRGINIANA 4"CAL05" 4 175 8 FLORIDA & MAINTENANCE NOTES. ,,.... . MIN PRNET 5EG E R DATA N 38" 0.0. MAX SPACING 9fnWAX 1. THE PROPERTY OWNER OCCUPANT, AND OR AGENT OF 7. C EXOTIC AND NUISANCE PLANTS THE USE OF EXOTIC L 12' HT AT PLANONG MIN N MYRTLE CERIFERA ,. ^.. C B RESPONSIBLE 0 THE OWNER OF OCCUPANT, .SHALL E f�E PON ISLE F R 9 RA P PLANTS SUCH AS AUSTRALIAN E BRAZILIAN IN. IIEX ,: ,• _,.. 29 09 E. 456.9 0 ,. MIN .. ..- YAUPON HOLLY : LANDSCAPED REASWHICHP HE MAINTENANCE OF ALL LAND A T, H, M. L PPE EUCA EUCALYPTUS, ELA A TALLOW PEPPER, L M LEUC Tw* PP N136 .).. PHOENIX A AT 12HT PLANTM SHALL. BE MAINTAINED SO AS TO PRESENT A HEALTHY, DATE PALM I CHINABERRY,: ETC. IS PROHIBITED AND WILL NOT BE :. 1. I . NEAT: AND ORDERLY APPEARANCE AT ALL TIMES AND ACCEPTED AS PART OF AN APPROVED LANDSCAPE PLAN. HALL BE KEPT FREE FROM REF EAND DEBRIS. ''1• S. PLANTER BEDS: PLANTER E BEDS S PTR HALL BE FILLED 2 PLANTINA MATERIA L: PLANT MATERIAL SHALL. WITH NATIVE TOPSOIL FREE OF WEEDS AND GRASSES CONFORM TTHE STANDARDS FOR FLORIDA N0. 1, OR AND INCORPORATED WITH ORGANIC MATTER, TO PROMOTE : `BETTER, BASED ON THE FLORIDA DEPARTMENT OF HEALTHY PLANT GROWTH, : BARE SOIL SHALL BE COV— AGRICULTURE AND CONSUMER SERVICES PUBLICATIONSERED WITH A MINIMUM OF. THREE. 3 INCHES OF MULCH- ,.. "GRADES .& STANDARDS OF NURSERY PLANTS PARTS I AFTER PLANTING TO CONTROL EROSION AND RETAIN AND IL" F.S. 581.031 MOISTURE,,• RODS —_ 4t�f1--�`' r_nRncrJ un�� /�r� \/ / INSTALLATION.- ur_rvnt IUV UHi. T _, It'8 the Lawl 1 ti ra-- 811 SUNSHINE STATE ONE CALL OF FLORIDA, INC. LANDSCAPE LEGEND AND MATERIALS 01y. PYIMEM COMMON NAMe AiM 8PEC8 3 L OA . � K QUERCUS M L 12' HT AT PLANTING I MN - CANOPY -40' VIRGINIANA 4"CAL05" 4 175 8 FLORIDA FO RESTIERA M 3 24" MIN HT AT TIME OF PIAN MIN PRNET 5EG E R DATA 38" 0.0. MAX SPACING 9fnWAX MYRICAM L 12' HT AT PLANONG MIN N MYRTLE CERIFERA 4 CALO 64" 9 IIEX 12, HT AT PLANING MIN - YAUPON HOLLY VOMITOR 44 H, M. L 4 CAL O 54 Tw* - CANARY ISLAND PHOENIX A AT 12HT PLANTM DATE PALM I CANARIENSIS :. 1. I . 4 REVISED TYPE 2 SYSTEM & MISC CHANGES PER OWNER SAM 1/14/16 3 REVISED PER COMMENTS DATED 7/28/15SAM 8/30/15 2 REVISED PLANT LOCATION & PER COMMENTS SAM 6/21/15 1 REVISED PER SANFORD COMMENTS DATED 3/19/15 SAM 3/25/15 NO. REVISION BY DATE THE DESIGNS SHOWN HERE ARE PROPRIETARY INFORMATION. 'THIS INFORMATION SHALL NOT BE COPIED, SOLD, OR DISTRIBUTED WITHOUT THE PRIOR WRITTEN PERMISSION OF STITZEL ENGINEERING & CONSTRUCTION, INC. COPYRIGHT (STITZEL ENGINEERING & CONSTRUCTION) LANDSCAPE PLAN & NOTES PLAN SCALE A— 1 V L, O C K C O R P As SHOWNNBATCH CONCRETE PLANT 350 PERSIMMON AVE. SANFORD, FLORIDA PARCEL # 26-19-30-300-004F-0000 FPhone: L Engineering 317 West Highland 'Dr. Suite #101 �°- struction, Inc. Lakeland, Florida 33613 (863) 607-=4455 Fa x: (863) 607-4550 DESIGNED JM FILE -NAME a=1 Sanford site 2015 no It r4.dwy DRAWN so CHECKED iM DATE 2/11/15 SHEET 5 OF 5 'v- BASIC WIND SPEED 125 AFH WIND IMPORTANCE FACTOR to WIND EXPOSURE CAT. (e) . ' IPRERNAL PRESSURE COEF... N/A WIND PRESSURES WINDOWS DOORS II A DESIGN BASED ON ENCLOSED FLOOR L.L + U,l. N/A _ ROOF YLL. .} U I N/A ~COMNAERCIAL BUILBINIO T(Pk�— M STITZ_EL' Engineer ng, 317 West Highland Ur,' Suite '#101 NO. ^ REVISION RY DATE -IME DESIGNS SHOWN HERE ARE PROPRIETARY INI'QUAnON. THIS INFORMATION SHALL NOT BE COPIED, SOLD, OR DISTRIBUTED WI• FLOUT THE PRIOR WRIFrEN PERMISSION OF STITZEL ;ENGINEERING, & CONSTRUCTION, INC. COPYRIGHT(STITZEL U.10INEERING & CONSTFZUG•rION) , PLAN p 8E�CTION DETAILS.: ELAM SIS! ¢1 B L OC • O R P AS $I-JOwrJ BATCH .CONCRETE PLANT.'' 3.50 PCRSIMMO.N' AVE.. .. 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ELECTRICAL SPECIFICATIONS REFERENCES SECTION 16110 GENERAL INSTALLATION SECTION 16461 THE FOLLOWING ABBREVIATIONS AND DEFINITIONS FOR DISCERNMENT WITHIN THE DRAWINGS AND RACEWAYS AND BOXES 1 INT, AND MATERIALS TO PULL ALL WIRE AND CABLE INTO PLACE AND TO MAKE REQUIRED TOTERMINATION. LOW VOLTAGE TRANSFORMERS ABBREVIATIONS EG EQUIPMENT GROUND ` .. 11 - 1 UTILIZE SPLICESPROVIDE 00, NEC NATIONAL ELECTRICAL CODE STANDARDS 2. WIRE AND CABLE IN CONDUIT, DUCT OR WIREWAY r• PRODUCTS Ir, ISOLATED GROUND ', I r: ° j ' 11 II !., OSHA OCCUPATIONAL SAFETY AND HEALTH ACT EXCEPT AS MODIFIED BY GOVERNING CODES AND BY THE CONTRACT DOCUMENTS, COMPLY WITH THE WITH a) UTILIZE ROLLER BEARING SWIVEL TO PREVENT TWISTING OF CABLE ENTERING CONDUIT OR DUCT. WP WEATHERPROOF i'' ; i ,F !R' Ig• i ? . ANSI AMERICAN NATIONAL STANDARDS INSTITUTE LATEST APPLICABLE PROVISIONS AND LATEST RECOMMENDATIONS OF THE FOLLOWING: b) TAKE PRECAUTIONS TO AVOID ENTRANCE OF DIRT AND WATER INTO CONDUIT AND DUCTS. QUALITY ASSURANCE EC EMPTY CONDUIT ;} °. I I I I F. I tll , NFPA NATIONAL FIRE PROTECTION ASSOCIATION c) CLEAN EXISTING CONDUITS AND DUCTS TO REMOVE ANY PULLING COMPOUND PRIOR TO PULLING NEW CABLES. 1. ELECTRICAL COMPONENTS, DEVICES, AND ACCESSORIES: LISTED AND LABELED AS DEFINED IN NFPA70, ARTICLE 100, Ilii :t1: " II ' IJ r' i J, J jII j ASA AMERICAN STANDARDS ASSOCIATION 1. RIGID STEEL CONDUIT - d) DO NOT DAMAGE CONDUCTOR INSULATION, BRAID JACKET OR SHEATH. S BY A'TES f INC AGENCY ACCEPTABLE TO AUTHORITIES HAVING JURISDICTION, AND MARKED FOR INTENDED USE. EWH ELECTRIC WAFER HEATER '! r i 1(]; j + t' S IEEE INSTITUTE OF ELECTRICAL AND ELECTRONICS ENGINEERS a) U.L. STANDARD UL -6 b A.N.S.I. C80-1 ) e) DO NOT BEND CONDUCTOR TO LESS THAN MANUFACTURER'S RECOMMENDED RADUIS. MAKE SPLICES ONLY IN PULL BOXES, JUNCTION 2. COMPLY, TEST, AND INSPECT TRANSFORMERS ACCORDIINGLY WITH IEEE C57.12.91, "-FEST CODE FOR EN1C ELECTRIC WATERCOULER,• (r, `"f }s' '' !1` 11 NEMA NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION 0 BOXES AND OUTLET BOXES. DRY -TYPE DISTRIBUTION AND POWER TRANSFORMERS." 't UL UNDERWRITERS' LABORATORIES, INC. c) FEDERAL SPECIFICATION WW -C -581E g) UTILIZE CABLE REELS ON JACKS FOR PULLING THROUGH PULL BOXES, DUCTS AND CONDUITS SO BENDS WILL E/F-EF EXHAUST FAN i. ' IES ILLUMINATING ENGINEERING SOCIETY 2. INTERMEDIATE METALLIC CONDUIT NOT BE EXCESSIVE AND CONDUCTORS WILL NOT TOUCH SHARP EDGES; USE FEEDING TUBE WHERE REQUIRED. h) FOR LARGE DIAMETER CABLES, UTILIZE PROPERLY SIZED PULLING GRIPS. MANUFACTURERS 1. EATON ELECTRICAL INC; CUTLER -HAMMER PRODUCTS AM -AHO AIR HANDLING UNIT ELECTRICAL ICEA INSULATED CABLE ENGINEERS ASSOCIATION a) U.L. STANDARD UL 1242 I) DO NOT EXCEED MAXIMUM RECOMMENDED PULLING TENSION OF WIRE AND CABLE. 2. SQUARE D; SCHNEIDER ELECTRIC ACC -CU CONDENSING UNIT CONSULTING, L L C ASTM AMERICAN SOCIETY OF TESTING MATERIALS b) FEDERAL SPECIFICATION WW -C-581 E 3. GENERAL ELECTRIC COMPANY ETL ELECTRICAL TESTING LABORATORIES, INC, 3. ELECTRICAL METALLIC TUBING FIELD QUALITY CONTROL 4. SIEMENS ENERGY & AUTOMATION, INC RFU ROOF TOP UNIT CBM CERTIFIED BALLAST MANUFACTURERS a) U.L. STANDARD UL 797] 1. TEST SYSTEM WIRING FOR CONTINUITY, GROUNDS AND SHORT CIRCUITS PRIOR TO CONNECTION OF ANY EQUIPMENT. FACP FIRE ALARM CONTROL PANEL EIA ELECTRONIC INDUSTRIES ASSOCIATION b) A.N.S.I. C80-3 2. TEST FINAL EQUIPMENT CONNECTIONS FOR CONTINUITY OF GROUNDS AND SHORT CIRCUITS. GENERAL TRANSFORMER REQUIREMENTS LB LOCK BREAKER 849 HILLY BEND DR SECTION 16010 c) FEDERAL SPECIFICATION WW -C-563 3. INSULATION RESISTANCE OF FEEDERS AND SUBFEEDERS, 1. FACTORY -ASSEMBLED AND -TESTED, AIR-COOLED UNITS FOR 60 HZ SERVICE. NL MIGHT LIGHT APOPKA, FL 32712 a) TEST WITH MEGGER FOR INSULATION RESISTANCE. 2. CORES: GRAIN -ORIENTED, NON -AGING SILICON STEEL. PHONE: 941 915 0332 GENERAL PROVISIONS 4. FLEXIBLE STEEL CONDUIT b) CORRECT FAULTS AND REPLACE SECTIONS WITH FAULTY INSULATION. 3. COILS: CONTINUOUS WINDINGS WITHOUT SPLICES EXCEPT FOR TAPS. c/r CURRENT TRANSFORMER THE INTENT OF THE DRAWINGS AND SPECIFICATIONS IS TO PROVIDE A COMPLETE WORKING SYSTEM READY FOR THE a) U.L. STANDARD UL -1 c) DEMONSTRATE INSTALLATION IS FREE OF GROUNDS AND SHORT CIRCUITS AND THAT INSULATION RESISTANCE a) INTERNAL COIL CONNECTIONS: BRAZED OR PRESSURE TYPE. EX EXISTING DEVICE TO REMAIN! OWNERS OPERATION. ANY ITEM NOT SPECIFICALLY SHOWN ON THE DRAWINGS OR CALLED FOR IN THE SPECIFICATIONS BUT 5. LIQUID TIGHT FLEXIBLE CONDUIT COMPLIES WITH ICEA VALUES 4. TEST DIRECT BURIAL CABLES AFTER COMPLETION OF BACKFILLING. b) COIL MATERIAL: ALUMINUM OR COPPER. AFF ABOVE FINISH FLOOR THE DESIGN PROFESSIONAL DENIES ANY AND ALL IS NORMALLY REQUIRED TO CONFORM WITH THE INTENT, ARE TO BE CONSIDERED A PART OF THE CONTRACT. a) U.L. STANDARD UL -360 3. ENCLOSURE: VENTILATED, NEMA 250, TYPE 2 FOR INDOOR TRANSFORMERS RESPONSIBILITYITY 4. ENCLOSURE: VENTILATED, NEMA 250, TYPE 3R FOR OUTDOOR TRANSFORMERS. AFG ABOVE FINISH GRADE WHICH ARISE FOP, PROBLEMSFROM FAILURE TO FOLLOW THE INTENT OF THESE DRAWINGS IS NOT TO SHOW EVERY MINOR DETAIL OF CONSTRUCTION. THE CONTRACTOR IS 6. NUN -METALLIC CONDUITSECTION 16140 . 5TRANSFORMER ENCLOSURE FINISH: COMPLY WITH NEMA 250, COLOR: GRAY. THESE PLANS, SPECIFICATIONS 'r'THEY EXPECTED TO FURNISH AND INSTALL ALL ELECTRICAL EQUIPMENT AND ITEMS FOR A COMPLETE ELECTRICAL SYSTEM. THE a) U.L. STANDARD UL -651 WIRING DEVICES 6. ENERGY EFFICIENCY FOR TRANSFORMERS RATED 15KVA AND LARGER. U.O.N. UNLESS OTHERWISE NOTED AND THE DESIGN IN'TEN CONVEY, OR PROBLEMS WHICH CONTRACTOR SHALL COORDINATE WITH THE LOCAL UTITLY COMPANY PRIOR TO ORDERING ANY EQUIPMENT TO ENSURE THAT b) A.N.S.I. STANDARD F512 a) COMPLYING WITH NEMA TP 1, CLASS 1 EFFICIENCY LEVELS. N:r.S. NOT TO SCALE ARI5E FROM OTHERS' FAILURE TO OB rAIN AND/OR FOLLOW THE ELECTRICAL RISER DESIGN MEETS THE LOCAL UTILITY COMPANY'S SPECIFICATIONS. IF THE CONTRACTOR HAS c) N.E.M.A. STANDARD TC -2 EXECUTION b TESTED ACCORDING TO NEMA'fP 2. NIC NOT IN CONTRACT THE DESIGN PROFESSIONAL'S GUIDANCE WITH RESPECT TO QUESTIONS, OR IN THEIR OPINION FINDS OMISSIONS OR ERRORS ON THE ELECTRICAL DRAWINGS, IT IS THEIR d) FEDERAL SPECIFICATIONS GSA -FSS AND W -C -1094-A SWITCHES c) LABEL IN ACCORDANCE WITH NEMA TP 3 REQUIREMENTS. ANY ERRORS, OMISSIONS, RESPONSIBILITY TO BRING IT TO THE ATTENTION OF THE ELECTRICAL ENGINEER/ARCHITECT IMMEDIATELY. IF CONTRACTOR 7, WIREWAYS AND AUXILIARY GUTTERS r, 7. ENGRAVED, LAMINATED PLASTIC IDENTIFICATION PLATES SHALL BE FURNISHED AND IN,':' ON ALL -TRANSFORMERS SPD SURGE PRO FEC DEVICE iwa,isiSTENCIES, AMBIGUITIES OR CONFLICTS WHICH ARE PROCEEDS WITH ANY CHANGES TO THE CONTRACT DOCUMENTS WITHOUT WRITTEN PRIOR APPROVAL FROM THE ELECTRICAL a) U.L. STANDARD UL 870 1. PROVIDE SPECIFICATION GRADE, FLUSH MOUNTING, QUIET -OPERATING AC TYPE, WITH TOGGLE OPERATOR, PLATES S�, HALL BE AFFIXED'(0 FRONT OF PANELS, INDICATING PANEL NAME, VOLTAGE AND AMPERAGE, TYP. TYPICAL ALLEGED. ENGINEER/ARCHITECT THE CONTRACTOR WILL NOT BE COMPENSATED. HEAT -RESISTANT PLASTIC HOUSING AND SELF GROUNDING METAL STRAP. SILVER OR SILVER ALLOY CONTACT. DESIGN DO NOT USE ALUMINUM CONDUIT FOR ANY PURPOSES.� S• FUR SIDE OR BACK WIRING WITH UP TO NUMBER 10 WIRE. VERIFIED BY UL TO MEET OR EXCEED FEDERAL SPECIFICATION OPYRIGHT© 1 ALL MATERIALS USED SHALL BEAR THE UNDERWRITER'S LABORATORY, INC. I -ABEL PROVIDED A STANDARD HAS BEEN RACEWAY TYPES WS -896E. USE SINGLE -POLE, DOUBLE -POLE, 3 -WAY, 4 -WAY, LIGHTED, PILOT OR KEYED TYPE, AS INDICATED ON DRAWINGS SECTION 16470 csrATlc ELECTRICAL CorSULriNs LLC, zoic ESTABLISHED FOR THE MATERIAL BEING USED. INSTALLATION OF EQUIPMENT AND MATERIALS SHALL CONFORM WITH THE OR REQUIRED. PROVIDE IVORY COLOR UNLESS OTHERWISE NOTED, PANELBOARDS PROJECT LATEST EDITIONS (U.O.N.) OF THE LOCAL CODES AND ORDINANCES OF THE BUILDING DEPARTMENT, THE SERVING UTILITY STANDARD THREADED RIGID STEEL CONDUIT. 2. WHERE SWITCHES ARE INDICATED TO BE INSTALLED NEAR DOORS, CORNER WALLS, ETC. MOUNT SAME NOT LESS THAN 2" COMPANIES, N.F,P.A., NATIONAL ELECTRIC CODES AND ORDINANCES, INCLUDING ALL AMENDMENTS TO THE N.E.C. EQUIPMENT, 1. RIGID CONDUIT HEAVY WALL GALVANIZED. 2. THREADED TYPE FITTINGS: ERICKSON COUPLINGS WHERE THREADED CANNOT BE USED. AND NOT MORE THAN 18" FROM TRIM. VERIFY EXACT LOCATION WITH THE ARCHITECT. GENERAL GENERA L NOTE S AND WHERE APPLICABLE, WILL BE LISTED WI -TI -i -(I-1E UNDERWRITERS LABORATORIES INC., THE NATIONAL ELECTRICAL SAFETY 3. CAREFULLY COORDINATE THE LOCATION OF SWITCHES TO INSURE LOCATIONS AT THE STRIKE SIDE OF DOORS. 1. ALL SWITCHGEAR, PANELS, STARTERS, CONTACTORS ETC., SHALL BE THE PRODUCT OF A SINGLE MANUFACTURER, THE CODE, LIFE SAFETY CODE, AND THE OCCUPATIONAL SAFETY AND HEALTH ACT. THE WORKMANSHIP AND QUALITY INTERMEDIATE METALLIC CONDUIT 4. FURNISH AND INSTALL AN ENGRAVED LEGEND FOR EACH SWITCH THAT CONTROLS EXHAUST FANS, MOTORS, EQUIPMENT SYSTEM DESIGN IS BASED ON SQUARE "D"; HOWEVER, COMPARABLE EQUIPMENT BY G.E., & SEIMENS ONLY WILL BE ESTABLISHED BY THESE DRAWINGS AND SPEC'S SHALL NOT BE REDUCED BY THE ABOVE MENTIONED CODES. 1. LIGHT WEIGHT RIGID STEEL CONDUIT. SYSTEMS, ETC., NOT LOCATED WITHIN SIGHT OF THE CONTROLLING SWITCH. ACCEPTABLE ALTERNATES. TANDEM AND HALF -SPACE CIRCUIT BREAKERS SHALL NOT BE USED. 1. THE CONTRACT DOCUMENTS MAY NOT REFLECT ALL ALL EQUIPMENT SHALL BE EQUAL TO OR EXCEED THE MINIMUM REQUIREMENTS OF NEMA, IEEE, AND UL. SHOULD ANY 2. THREADED TYPE FITTINGS: ERICKSON COUPLINGS WHERE THREADED CANNOT BE USED. RECEPTACLES 2. ALL ELECTRICAL PANELS INDICATED ON THESE DRAWINGS ARE DESIGNED AND SERIES RATED, AS PER SQUARE "D" EXISTING SERVICES OR SHOW THEM IN THEIR EXACT LOCATIONS ABOVE OR BELOW GRADE. ANY SERVICE CHANGE TO THE DRAWINGS OR SPECIFICATIONS BE REQUIRED TO COMPLY WITH GOVERNMENTAL REGULATIONS, THE ELECTRICAL METALLIC TUBING 1. UNLESS OTHERWISE NOTED, MOUNT RECEPTACLE VERTICALLY WITH U -SHAPED GROUND POSITION ON TOP. SPECIFICATIONS. IF AN ALTERNATE MANUFACTURER IS SUBSTITUTED, IT IS THE RESPONSIBILffY OF (HE ELECTRICAL CONTRACTOR TO PROPERLY SERIES RATE ALL PANELS. THAT IS INTERRUPTED BY THE CONTRACTOR WITHIN CONTRACTOR SHALL NOTIFY THE ARCHITECT EN ! GINEER PRIOR TO ANY SUCH WORK BEING EXECUTED. 1. CONTINUOUS SEAMLESS TUBING GALVANIZED OR SHERADIZED ON THE EXTERIOR COATED ON THE INTERIOR ALL GENERAL PURPOSE SWITCHES AND RECEPTACLES SHALL BE THE PRODUCT OF A SINGLE MANUFACTURER. 3. TYPEWRITTEN CIRCUIT INDEX SHALL BE AFFIXED TO INSIDE SURFACE OF EACH PANELBOARD DOOR, CLEARLY INDICATING OUTSIDE OF THE DESIGNATED LIMITS, ABOVE OR ALL LOCAL FEES, PERMITS, AND REQUIRED INSURANCE FOR PROTECTION AGAINST PUBLIC LIABILITY OF PROPERTY DAMAGE WITH A SMOOTH HARD FINISH OF LACQUER, VARNISH, OR ENAMEL. 2. COUPLINGS AND CONNECTORS: CATALOG NUMBERS LISTED ARE LEVITON: HOWEVER, COMPARABLE DEVICES BY PASS & SEYMOUR, BRYANT, AREA AND TYPE OF LOAD SERVED BY EACH BRANCH CIRCUIT PROTECTIVE DEVICE, INCLUDING SPARES. HAND PRINTED BE BELOW GRADE, WHETHER SHOWN NOT SHOWN ON THE CON -TRACT DOCUMENTS, SHALL LL BE OR THE DURATION OF THE WORK, AND SERVICES OF INSPECTION AND TESTING AUTHORITIES SHALL BE OBTAINED AND PAIDOR a) INDOOR AND TWO (2"] INCHES IN SIZE AND SMALLER, SHALL BE STEEL SET -SCREW TYPE FITTINGS. ARROW HART WILL BE ACCEPTED. COLOR OF DEVICES AND PLATES SHALL BE DICTATED BY WILL NOT BE ACCEPTED. IMMEDIATELY REPAIRED BY HIM AT H15 EXPENSE FOR BY THE CONTRACTOR. THE CONTRACTOR SHALL INCLUDE IN HIS BID ANY COSTS TO BE INCURRED RELATIVE TO POWER b) 2 SIZE AND LARGER MUST EMPLOY STEEL COMPRESSION GLAND FITTINGS. ARCHITECT/OWNER. 4. ENGRAVED, LAMINATED PLASTIC IDENTIFICA-(ION PLATES SHALL BE FURNISHED AND INSTALLED ON ALL PANELS AND WITH NO OBLIGATION TO THE OWNER. ALL REPAIRS ui SERVICE (PRIMARY AND/OR SECONDARY) AND TELEPHONE SERVICE. CONTRACTOR SHALL COOPERATE FULLY WITH THE c) OUTDOOR SHALL BE RAINTIGHT STEEL COMPRESSION GLAND FITTINGS. A. SWITCHES: LEVITON #1221-2 SWITCHGEAR, PLATES SHALL BE AFFIXED TO FRONT OF PANELS, INDICATING PANEL NAME, VOLTAGE AND AMPERAGE, SHALL BE APPROVED BY THE ARCHITECT OR LOCAL COMPANIES WITH RESPECT TO THEIR SERVICES. 3. INDENTTYPE FITTINGS SHALL NOT BE USED. B. RECEPTACLES: LEVITON #WR899 ENGINEER PRIOR TO ACCEPTANCE OF THE REPAIR. BIDDERS ARE TO SATISFY THEMSELVES AS TO THE NATURE AND SCOPE OF WORK BY VISITING THE SITE AND FAMILIARIZE 4. ALL CONNECTORS SHALL HAVE INSULATED THROAT. C. COVER PLATES: ALUMINUM EXECUTION INSTALLATION 2. ALL ELECTRICAL SYSTEMS INSTALLATIONS SHALL ck Q I'-ri THEMSELVES WITH THE EXISTING CONDITIONS. THE SUBMISSION OF A BID WILL BE EVIDENCE THAT SUCH AN EXAMINATION 5• WHERE INSTALLED IN SLAB OR CONCRETE WORK, PROVIDE APPROVED CONCRETE TIGHT FITTINGS. NOTE: ALL OTHER REQUIRED DEVICES SHALL MATCH IN COLOR AND STYLE, COMPLY WITH NFPA (NATIONAL ELECTRICAL HAS BEEN MADE. LATER CLAIMS FOR LABOR, EQUIPMENT, OR MATERIALS REQUIRED, OR FOR DIFFICULTIES ENCOUNTERED WHICH COULD HAVE BEEN FORESEEN BY AN EXAMINATION OF THE SITE PRIOR TO THE BID WILL NOT BE ALLOWED.1. FLEXIBLE STEEL CONDUIT GROUND FAULT INTERRUPTERS S� 1. MOUNT ALL PANELS AT AMAXIMUM HEIGHT OF 6 FEET 6 INCHES TO TOP UNLESS OTHERWISE NO -TED. CODE) AS WELL AS ALL APPLICABLE STATE AND SINGLE STRIP, CONTINUOUS, FLEXIBLE INTERLOCKED, DOUBLE -WRAPPED STEEL, GALVANIZED INSIDE AND OUTSIDE, 1. SWAB ALL CONDUITS CLEAR OF MOISTURE 2. WHERE FLUSHED MOUNTED, THE FIRE INTEGRITY OF THE WALL IN WHICH IT IS INSTALLED MUST BE MAINTAINED. LOCAL CODES. (D v FORMING SMOOTH INTERNAL WIRING CHANNEL. 2. DO NOT COMBINE G.F.I. PROTECTED CIRCUITS WITH OTHER CIRCUITS IN SAME RACEWAY. 3. NEATLY ARRANGE BRANCH CIRCUIT WIRES AND TIE TOGETHER IN EACH GUTTER WITH THOMAS & BETTS NYLON ALL WORK TO BE PERFORMED IN A FIRST CLASS WORKMANLIKE MANNER, AND BE INSTALLED BY A LICENSED ELECTRICAL 2. MAXIMUM LENGTH: (SIX 6) FEET. 3. LIMIT MAXIMUM NUMBER OF G.F.I. PROTECTED CIRCUITS IN ANY ONE RACEWAY TO A MAXIMUM OF ONE CIRCUIT. "TY -RAPS", OR APPROVED EQUAL AT MINIMUM 4 INCH INTERVALS. 3. DIVISTION 16 CONTRACTOR SHALL NOT CUT, DRILL, CONTRACTOR. CERTAIN MATERIALS WILL BE PROVIDED BY OTHER TRADES. EXAMINE THE CONTRACT DOCUMENTS TO �, � �, 3. EACH SECTION OF RACEWAY MUST CONTAIN AN EQUIPMENT GROUNDING WIRE BONDED AT EACH END AND SIZED 4. GFCI DEVICES SHALL BE ARRANGED TO BE EASILY LOCATED 4. PLUG ALL KNOCKOUTS REMOVED AND NOT UTILIZED. OR IN ANY OTHER MANNER ALTER ANY STRUCTURAL V ASCERTAIN THESE REQUIREMENTS. CAREFULLY CHECK SPACE REQUIREMENTS WITH OTHER TRADES AND THE PHYSICAL A ED. PROVIDE IN LATIN BUSHINGS. . S REQUIRCONNECTORS WITH INSULATING USHI� GS a) LABEL DOWNSTREAM RECEPTACLES TO INDICATE THE GFCI LOCATION WHERE RECEPTACLES ARE MORE THAN 20' FROM 5. PROVIDE NAMEPLATE AND FILL OUT PANEL DIRECTORY. FOR REMODEL WORK OR CHANGES, TRACE CIRCUITS TO MEMBER WITHOUT PRIOR WRITTEN APPROVAL FROM CONFINES OF THE AREA TO INSURE THAT ALL MATERIAL CAN BE INSTALLED IN THE SPACES ALLOTTED THERETO INCLUDING 4. STEEL SQUEEZE -TYPE OR STEEL SET SCREW TYPE FITTINGS. THE GFCI DEVICE. DETERMINE LOADS AND PROVIDE NEW UPDATED DIRECTORY. THE STRUCTURAL ENGINEER. � SUSPENDED � FINISHED SUSPENDED CEILINGS. MAKE MODIFICATIONS THERETO AS REQUIRED AND APPROVED. b GFCI DEVICES LOCATED IN RESTROOMS SHALL NOT FEED THROUGH TO PROTECT DEVICES IN OTHER ROOMS. ' ^ � � J ix LIQUID TIGHT FLEXIBLE ELECTRICAL CONDUIT SECTION 16195 TOUCH UP AND CLEANING 4. DIVISION 16 CONTRACTOR SHALL BE RESPONSIBLE _O co a TRANSMIT TO OTHER TRADES ALL INFORMATION REQUIRED FOR WORK TO BE PROVIDED UNDER THEIR RESPECTIVE SECTIONS 1. SAME AS FLEXIBLE STEEL CONDUIT EXCEPT WITH TOUGH, INSERT WATER -TIGHT PLASTIC OUTER JACKET. ELECTRICAL IDENTIFICATION FOR WEATHERPROOFING ALL PENETRATIONS IN AMPLE TIME FOR INSTALLATION. THE CONTRACTOR SHALL ORDER THE PROGRESS OF HIS WORK TO CONFORM TO THE 2, CAST MALLEABLE IRON BODY AND GLAND NUT, CADMIUM PLATED WITH ONE-PIECE BRASS GROUNDING BUSHINGS 1. VACUUM ALL BACKBOXES CLEAN OF DEBRIS AFTER INSTALLATION AND PRIOR TO CONTRACT CLOSEOUT, THROUGH EXTERIOR WALLS OR ROOFS. oi T-1Ui (- PROGRESS OF THE WORK OF THE OTHER TRADES AND SHALL COMPLETE THE ENTIRE INSTALLATION AS SOON AS THE WHICH -TREAD -TO INTERIOR OF CONDUIT. SPIRAL MOLDED VINYL SEALING RING BETWEEN GLAND NUT AND PRODUCTS 2. TOUCH UP SCRATCH MARKS, ETC. WITH MATCHING PAINT, O I Q_ z CONDITIONS OF THE BUILDING WILL PERMIT. ANY COST RESULTING FROM THE DEFECTIVE OF ILL-TIMED WORK PERFORMED -THE BUSHING AND NYLON INSULATED THROAT. NAMEPLATES 5. DIVISION 16 CONTRACTOR SHALL PROVIDE A 4" w ® UNDER THIS SECTION SHALL BE BORNE BY CONTRACTOR. SECTION 16475 THICK CONCRETE HOUSEKEEPING PAD FOR ALL u , NUN-MATALLIC RACEWAY 1. UNLESS OTHERWISE NOTED, NAMEPLATES SHALL BE MELAMINE PLASTIC LAMINATE WITH WHITE ENGRAVED UPPER CASE FLOOR MOUNTED PIECES OF EQUIPMENT, U.O.N. ^ S n 'J ANY CORRECTIONS OF DEFECTS TO BE COMPLETED BY CONTRACTOR WITHOUT ADDITIONAL CHARGE AND TO INCLUDE 1. COMPOSED OF POLYVINYL CHLORIDE SUITABLE FOR 90 DEGREES C. LETTERS ENCLOSED BY WHITE BORDER ON BEVELED EDGES. FUSES 600V AND LESS6. � Lu m �+ REPLACEMENT OR REPAIR OF ANY OTHER PHASE OF THE INSTALLATION WHICH MAY HAVE BEEN DAMAGED THEREBY. 2. RACEWAY, FITTINGS, AND CEMENT MUST BE PRODUCED BY THE SAME MANUFACTURER WHO MUST HAVE HAD 2. NAMEPLATES FOR EQUIPMENT, SUPPLIED BY THE EMERGENCY SYSTEM, SHALL BE RED LAMACOID WITH WHITE GENERAL DIVISION 16 CONTRACTOR SHALL EXAMINE; ALL V7 A MINIMUM OF TEN (I 0) YEARS EXPERIENCE IN MANUFACTURING THE PRODUCTS LETTERING. DRAWINGS AND SPECIFICATIONS RELATING TO THIS q THE CONTRACTOR SHALL BE TOTALLY RESPONSIBLE FOR THE SHIPPING AND STORING OF ALL PRODUCTS AND MATERIALS IN 3. MATERIALS MUST HAVE A TENSILE STRENGTH OF 7,000-7,200 PSI AT 73.4 DEGREES F. FLEXURAL STRENGTH 3. ALL NAMEPLATES SHALL BE ENGRAVED AND MUST BE SECURED WITH RIVETS BRASS OR CADMIUM PLATE SCREWS. 'TYPE. PROJECT, THE AMOUNT OF SPACE AVAILABLE FOR u � A MANNER THAT WILL PROTECT THEM FROM DAMAGE AND WEATHER. IF ITEMS ARE DAMAGED, TAKE IMMEDIATE STEPS TO OF 12,000 PSI AND COMPRESSIVE STRENGTH OF 9,000 PSI. THE USE OF DYMO TAPE OR THE LIKE IS UNACCEPTABLE. 1. ALL FUSES FOR SAFETY SWITCHES SHALL BE DUAL ELEMENT, CARTRIDGE FUSES SHALL BE THOSE MANUFACTURED ELECTRICAL EQUIPMENT, THE PROJECT SITE, THE �_ OBTAIN REPLACEMENT OR REPAIR. ANY SUCH REPAIRS SHALL BE SUBJECT TO REVIEW AND ACCEPTANCE OF THE 4. ALL JOINTS SHALL BE SOLVENT CEMENTED IN ACCORDANCE WITH THE RECOMMENDATIONS OF THE MANUFACTURER. BY EITHER BUS SMAN OR LITTLEFUSE. THE CONTRACTOR SHALL FURNISH TO THE OWNER ONE SPARE FUSE FOR EACH REQUIREMENTS TO CORRELATE THE ELECTRICAL rj Lu ARCHITECTIENGINEER. CABLE TAGS AND WIRE IDENTIFICATION LABELS SIZE AND TYPE OF FUSE INSTALLED. FUSES 600 AMPS OR LESS SHALL BE CLASS RK1, TYPICAL UNLESS OTHERWISE NOTED. WORK WITH ALL OTHER TRADES, AND THE TIME LuCONTRACTOR SHALL STORE MATERIALS IN SUITABLE SHELTER FROM THE ELEMENTS, BUT READILY ACCESSIBLY FOR ALL UNDERGROUND RACEWAYS SHALL BE A MINIMUM OF 314" GALVANIZED RIGID STEEL CONDUIT OR SCHEDULE 40 PVC. 1, CABLE -TAGS SHALL BE FLAMEPROOF SECURED WITH NYLON -(IES. FUSES OVER 600 AMPS SHALL BE CLASS "L". SCHEDULE NECESSARY'TO PERFORM THAT WORK. �: INSPECTION BY THE ARCHITECT/ENGINEER UNTIL INSTALLED. STORE ALL ITEMS SUBJECT TO MOISTURE DAMAGE IN DRY, ALL OTHER RACEWAYS TO COMPLY WITH GOVERNING CODES. WHERE RIGID STEEL CONDUIT IS USED, IT SHALL BE 2. WIRE MARKERS SHALL BE PREPRINGTED CLOTH TAPE TYPE OR APPROVED EQUIVALENT. INSTALLATION 7. DIVISION 16 CONTRACTOR TO NOTIFY ENGINEER, IN Lu z HEATED SPACES. COMPLETELY COATED WITH AN ALKALI AND RUST RESISTANT BITUMASTIC PAINT, KOPPER NO. 50, AND THREADS SHALL 3. LABEL DESIGNATIONS, NOMINAL SYSTEM VOLTAGES APPLIED TO THE COVERS OF ALL MEDIUM AND LOW VOLTAGE •(O WRITING, OF ANY DISCREPANCIES FOUND BETWEEN BE COATED WITH ZINC CHROMATE. RIGID STEEL SHALL ALSO BE USED WHEN CONDUIT IS EXPOSED TO EXTERIOR PULL, SPLICE AND JUNCTION BOXES. 1. FUSES SHALL NOT BE INSTALLED UNTIL EQUIPMENT IS READY BE ENERGIZED. THESE ELECTRICAL PLANS AND OTHER PROVIDE SUPPORTS, HANGERS AND AUXILIARY STRUCTURAL MEMBERS REQUIRED FOR SUPPORT OF THE WORK. FURNISH AND ENVIRONMENT SUCH AS EXTERIOR OF BUILDING OR WHERE IT IS EXPOSED AND SUBJECT TO DAMAGE, INSIDE OF 2. PROVIDE AND INSTALL FUSES OF PROPER TYPE, VOLTAGE AND AMPERE RATINGS FOR ALL FUSIBLE DEVICES FURNISHED. ENGINEERING OR ARCHITECTURAL PLANS, OR SET ALL SLEEVES FOR PASSAGE OF RACEWAYS THROUGH STRUCTURAL. MASONRY AND CONCRETE WALLS OF FLOORS AND BUILDING. ALL BOXES SHALL BE RECESSED (FLUSH) IN WALLS OR CEILINGS WHENEVER POSSIBLE. EXECUTION a) APPLY APPROPRIATE LABEL WITHIN EACH SWITCH, MOTOR STARTER, OR PANEL BOARD DOOR OR AT LOCATION NEXT EXISTING FIELD CONDITIONS PRIOR TO FINAL ELSEWHERE AS WILL BE REQUIRED FOR THE PROPER PROTECTION OF EACH RACEWAY PASSING THROUGH BUILDING SUPPORT RACEWAYS AT INTERVALS NO GREATER THAN TEN (10) FEET AND WITH ONE SUPPORT WITHIN THREE (3) FEET SWITCHBOARDS. TO FUSE CLIPS, WHERE FUSES SHALL BE FURNISHED AND INSTALLED BY THIS CONTRACTOR. FILL-IN IN INK BLANK PERMITTING. SURFACES. OF EACH COUPLING, BOX, FITTING, OR OUTLET BOX. PROVIDE ONE SUPPORT WITHIN THREE (3) FEET OF EACH ELBOW 1. FURNISH AND INSTALL A MASTER NAMEPLATE FOR EACH SWITCHBOARD, ENGRAVED WITH THE EQUIPMENT IDENTIFICATION SPACES ON LABELS FOR NON-STANDARD FUSES WITH APPROPRIATE FUSE DATA. 3. LABELS 8. IN CASE OF DISPUTE OR DOUBT TO THE INTENT OF IF WALL MOUNTED EQUIPMENT IS TO BE SECURED TO WALLS THE USE OF STEEL BOLTS ARE TO BE USED TO MAINTAIN AT OR BEND. INDICATED ON THE DRAWINGS. MOUNT AT TOP OF INCOMING SECTION. DRAWINGS OR SPECIFICATIONS, DIVISION '16 LEAST 1" AIR SPACE BETWEEN EQUIPMENT AND SUPPORTING WALL. GROUPS OF EQUIPMENT MAY BE MOUNTED ON 2. PROVIDE ON EACH MAIN SWITCH AN IDENTIFYING NAMEPLATE. SECTION CONTRACTOR SHALL CONTACT THE ENGINEER OF -STEEL CHANNELS PROVIDING A HIGH DEGREE OF ADEQUATELY SIZED STEEL ANGLES, CHANNELS, OR BARS. PREFABRICATED S SECTION 16120 DISCONNECT SWITCHES RECORD AND OBTAIN WRITTEN CLARIFICATION MOUNTING FLEXIBILITY, SUCH AS THOSE MANUFACTURED BY GLOBE STRUTT, KINDORF, AND UNISTRUT, MAY BE USED FOR WIRE AND CABLE PANELBOARDS GENERAL PRIOR TO PROCEEDING WITH ANY CONSTRUCTION MOUNTING GROUPS OF EQUIPMENT. PRODUCTS 1. FURNISH AND INSTALL A NAMEPLATE FOR EACH PANELBOARD AND LOAD CENTER ENGRAVED WITH THE IDENTIFICATION SCOPE INVOLVED. AN ACCURATE RECORD OF ALL DEVIATIONS SHALL BE KEPT ASTO THE WORK SHOWN ON THE DRAWINGS AND -THAT WHICH CONDUCTOR INDICATED ON THE DRAWINGS. MOUNT AT TOP OF PANEL. 1. DISCONNECT SWITCHES SHALL BE H.P. RATED, HEAVY DUTY, QUICK -MAKE, QUICK -BREAK TYPE. ENCLOSURES SHALL 9. DIVISION '16 CONTRACTOR IS RESPONSIBLE FOR �. IS ACTUALLY INSTALLED SO THAT A SET OF AS BUILT DRAWINGS CAN BE MADE BY CONTRACTOR, WERE UPON COMPLETION 1. ELECTRICAL GRADE ANNEALED COPPER, TINNED IF RUBBER INSULATED, AND FABRICATED IN ACCORDANCE < , DISCONNECT SWITCHES/STARTERSlCUMBINATION STARTERS BE AS REQUIRED BY N.E.C. AND LOCATION (WEATHERPROOF, EXPLOSIONS PROOF, ETC.). ENGRAVED LAMINATED PLASTIC ORDERING ALL MATERIALS IN SUFFICIENT TIME TO AND ACCEPTANCE OF THE PROJECT BY THE OWNER, A NEAT AND LEGIBLE SET OF PRINTS CAN BE DELIVERED. WITH ASTM STANDARDS, MINIMUM SIZE #12 FOR BRANCH CIRCUITS AND #14 FOR CONTROL WIRING. 1. FURNISH AND INSTALL A NAMEPLATE FOR EACH DISCONNECT SWITCHES/STARTERS/COMBINATION STARTERS/VFDS IDENTIFICATION PLATES SHALL BE FURNISHED AND INSTALLED ON ALL DISCONNECT SWITCHES, CONTACTORS AND STARTERS. AVOID DELAYING THE COMPLETION OF THE 2. THE CONDUCTORS ILLUSTRATED ON THE DRAWINGS ARE COPPER, UNLESS NOTED OTHERWISE. ENGRAVED WITH EQUIPMENT DESIGNATION WHICH IT SERVES. PROJECT. DELAY IN DELIVERIES SHALL NOT BE 5__ o THE CONTRACTOR SHALL GUARANTEE ALL MATERIAL AND WORKMANSHIP FOR A PERIOD OF ONE (1) YEAR FROM DATE OF STRANDING CONSIDERED A JUSTIFIABLE REASON FOR FINAL ACCEPTANCE BY THE OWNER, EXCEPT THAT WHERE GUARANTEES OR WARRANTIES FOR LONGER TERMS ARE SPECIFIED. 1. #12 AND #10 SOLID. SECTION 16450SUBMISSION OF SUBSTITUTE MATERIALS. WITHIN 24 HOURS AFTER NOTIFICATION, CORRECT ANY DEFICIENCIES THAT OCCUR DURINGTHE GUARANTEE PERIOD AT NO 2. CABLES LARGER THAN #10, STRANDED IN ACCORDANCE WITH ASTM CLASS B STRANDING DESIGNATIONS. SECTION 16610 ADDITIONAL COST TO THE OWNER, ALL TO THE SATISFACTION OF THE OWNER. OBTAIN SIMILAR GUARANTEES FROM 3. CONTROL WIRES STRANDED IN ACCORDANCE WITH ASTM CLASS B STRANDING DESIGNATIONS GROUNDING SURGE PROTECTION 10. DIVISION 16 CONTRACTOR SHALL GIVE A MINIMUM OF a SUBCONTRACTORS, MANUFACTURERS, SUPPLIERS AND SUBTRADE SPECIALISTS. INSULATED SINGLE CONDUCTORS SUBMITTALS 48 HOURS NOTICE IN WRITING TO AND RECEIVE „ THE ELECTRICAL CONTRACTOR SHALL COORDINATE AT THE SITE PRIOR TO CONSTRUCTION WI•(I.1'fl-lE LOCAL 1. TYPE THHN/THWN - FLAME RETARDANT: HEAT -RESISTANT THERMOPLASTIC INSULATION. NYLON JACKET 1. SUBMIT TEST REPORTS CERTIFYING RESISTANCE VALUES FOR BURIED OR DRIVEN GROUNDS AND WATER PIPE GROUNDS. 1. PROVIDE MOV TYPE LIGHTNING ARRESTER ON THE MAIN SERVICE DISCONNECT(S) PER NEC ART. 280 AND CENTRAL WRITTEN APPROVAL FROM THE OWNER PRIOR TO RATED FOR 90 C DRY/75C WET OPERATION. USE FOR BRANCH CIRCUIT WIRING. FLORIDA LOCAL AMENDMENTS. PERFORMING ANY WORK INVOLVING UTILITIES. POWER COMPANY TO RELATE WORK WITH THE UTILITY COMPANY'S RESPONSIBILITIES TO MEET THE OWNERS SCHEDULE. 2. USE TYPE THHNfrHWN OR RHW OR XHHW, RATED FOR 90 C, FOR FEEDER CIRCUITS. PRODUCTS 2. POWER PANEL SURGE PROTECTORS, WHERE SHOWN ON THE PLANS SHALL BE MOV SINGLE -STAGE TYPE 50,000 KA N +- EQUIPMENT SUBMITTAL REVIEW BY THE ENGINEER OF RECORD IS NOT INCLUDED WITHIN CONTRACT AND ALL PER PHASE. MANUFACTURER SHALL BE SURGE SUPPRESSION INCORPORATED OR EQUAL. 11. ALL MOUNTING HEIGHTS ARE TO THE CENTERLINE Q ITEMS SHALL BE BE PURCHASED AND INSTALLED BASED STRICTLY UPON THE CONSTRUCTION DOCUMENTS PROVIDED. COLOR CODING MATERIALS OF THE DEVICE OU.O.N., AND ARE o 7 DUE TO THE SUBMITTAL REVIEW NOT BEING PART OF THE CURRENT SIGNED CONTRACT, ELECTRICAL ENGINEER WILL NOT 1. PROVIDE CONSISTENT COLOR CODING OF ALL CIRCUITS AS FOLLOWS: 1. GROUND CABLES: GREEN COLOR CODED, INSULATED, ANNEALED STRANDED TINNED COPPER WIRE AS INDICATED ON ELECTRICAL LEGEND APPROXIMATE ANNDD PROVIDED FOR THE CONTRACTORS CONVENIENCE, AND SHALL BE FIELD BE RESPONSIBLE FOR ANY, AND/OR OMISSIONS OR ERRORS DUE TO CHANGES OF EQUIPMENT AND SHOP DRAWINGS a) 1201208 VOLTS CODE DRAWINGS. VERIFIED PRIOR TO FABRICATION OR INSTALLATION NOT BEING SUBMITTED. i) PHASE A - BLACK 2. GROUND RODS: OF WORK. / IF IT IS DEEMED BY THE OWNER FOR THE ELECTRICAL ENGINEER TO REVIEW ALL SHOP DRAWINGS, AN ADDITIONAL ii) PHASE B - RED a) COPPER -CLAD STEEL FABRICATED BY MOLTEN WELDING PROCESS. O LIGHT FIXTURE, LETTER INDICATES TYPE SEAL 0 SERVICE TO THE CURRENT CONTRACT WILL BE CONSTRUCTED, DURING WHICH TIME THE CONTRACTOR SHALL PROVIDE iii) PHASE C - BLUE b) DIAMETER: 5/8 INCH. USE 3/4 INCH FOR ROCKY SOIL. 12. THESE DRAWINGS ARE INTENDED TO SHOW THE SUBMITTALS AND LETTER FROM THE OWNER FOR SUBSTITUTION OF MATERIALS OR EQUIPMENT SUCH AS SITE LIGHTING, iv) NEUTRAL -WHITE c) LENGTH: 10 FEET. Fq- WALL BRACKET LIGHT FIXTURE GENERAL ARRANGEMENT OF EQUIPMENT ONLY AND LIGHT FIXTURES, SWITCHGEAR, WIRING DEVICES, EMERGENCY GENERATOR/TRANSFER EQUIPMENT, AND ALL SYSTEMS (FIRE v) GROUND - GREEN b) 277/480 VOLT CODE GENERAL � COMBINATION EXIT AND EMERGENCY LIGHT (SHADE AREA INDICATES DIREC-TION) MAY NOT INDICATE EVERY OFFSET, BEND, FITTING, OR MODIFICATION OF MATERIALS REQUIRED FOR / ALARM, SECURITY ETC.) FOR ENGINEER'S APPROVAL, ENGINEER'S APPROVAL OF THE PRIOR APPROVAL PACKAGE WILL BE CONSIDERED PRELIMINARY. FINAL APPROVAL WILL BE CONTINGENT UPON REVIEW OF FINAL SHOP DRAWINGS. ALL i) PHASE A - BROWN ii) PHASE B - ORANGE 1. ALL GROUND WIRES AND BONDING JUMPERS SHALL BE STRANDED COPPER INSTALLED IN CONDUIT. ALL GROUND WIRES INSTALLATION. L I PROPOSED ALTERNATES MUST BE INDUSTRY STANDARD EQUALS TO THE ITEMS SPECIFIED AS THE BASIS OF DESIGN; SHALL BE WITHOUT JOINTS AND SPLICES OVER ITS ENTIRE LENGTH. F EXIT LIGHT AREA INDICATES DIRECTION) 13. THE EXACT EQUIPMENT SIZE, CONFIGURATION, 1_A / I HOWEVER, IF THE ITEMS ARE NOT CONSIDERED EQUAL BY THE ENGINEER, IT SHALL BE DISAPPROVED FOR FINAL iii) PHASE C YELLOW 2. THE SYSTEM NEUTRAL SHALL BE GROUNDED AT THE SERVICE ENTRANCE ONLY, AND KEPT ISOLATED FOR MAINTENANCE SERVICE AREAS, AND ELECTRICAL t� \ AL CONTRACTOR/GENERAL CONTRACTOR DOES NOT SUBMIT SHOP DRAWINGS TO THE ELECTRICAL SUBMITTAL. IF ELECTRIC c IV) NEUTRAL - WHITE v) GROUND GREEN GROUNDING SYSTEMS THROUGHOUT HOOT THE BUILDING. 4 (� BATTERY POWERED EMERGENCY LIGHT POINTS OF CONNECTION TO EQUIPMEN (VARY BY 0 ENGINEER FOR ITEMS LISTED ABOVE, ELECTRICAL ENGINEER WILL NOT BE RESPONSIBLE FOR ANY, AND OR OMISSIONS 3. EACH SYSTEM OF CONTINUOUS METALLIC PIPING AND DUCTWORK SHALL BE GROUNDED IN ACCORDANCE WITH THE 0 MANUFACTURER, THE COORDINATION OF WHICH OR ERRORS DUE TO SHOP DRAWINGS NOT SUBMITTED. ALTERNATE SITE FIXTURES SHALL INCLUDE A COMPUTER 2• COLOR -CODE WIRING FOR CONTROL SYSTEMS INSTALLED IN CONJUNCTION WITH MECHANICAL AND/OR REQUIREMENTS OF THE NATIONAL ELECTRICAL CODE. SHALL BE'fl-IE EXCLUSIVE RESPONSIBILITY OF THE POINT-TO-POINT PHOTOMETRIC CALCULATION ! THE PLAN (FIXTURE CHARACTERISTICS AND POLE GENERATED 0 RAL BASED O� S ( U C C MISCELLANEOUS EQUIPMENT IN ACCORDANCE WITH THE WIRING DIAGRAMS FURNISHED WITH THE EQUIPMENT. 4. MECHANICAL EQUIPMENT SHALL BE BONDED TO THE BUILDING DQUIPMENT GROUNDING SYSTEM, THIS SHALL INCLUDE n � SINGLE POLE SWITCH, LOWER CASE LETTER INDICATES LIGHTS a CONTRACTOR. THE LAYOUT SHOWN ON THE Bradley J Pascarel la, PE PLACEMENT SHALL NOT BE ALTERED). THIS DIAGRAM SHALL SHOW COMPOSITE VALUES OF THE ILLUMINANCE PROJECTED H FACTORY COLOR CODE WIRE NUMBER 6 AND SMALLER. WIRE NUMBER 4 AND LARGER MAY BE COLOR CODED BUT IS NOT LIMITED TO, FANS, PUMPS, CHILLERS, ETC. $ CONTROLLED. LETTER NOT SHOWN IF SELF EVIDENT. MOUNT DRAWINGS IS BASED UPON THE REQUIREMENTS OF #74529 FROM '(HE ARRANGEMENT OF LIGHT SOURCES AS SHOWN ON PLAN. COMPUTER PLOT DIAGRAM SHALL ALSO SHOW THE BY COLOR TAPPING OF THE ENTIRE LENGTH OF THE EXPOSED ENDS. 5. PVC CONDUITS AND PORTIONS OF METALLIC PIPING AND DUCT SYSTEMS WHICH ARE ISOLATED BY FLEXIBLE 48" A.F.F. U.O.N. A PARTICULAR MANUFACTURER AS SELECTED BY LOCATIONS OF THE POLES, SPACING BETWEEN POLES, THE MOUNTING HEIGHT USED IN THE CALCULATIONS, AND THE CONNECTORS CONNECTIONS, INSULATED COUPLINGS, ETC., SHALL BE BONDED TO THE EQUIPMENT GROUND WITH A FLEXIBLE 3 ' THE ENGINEER AS THE BASIS OF DESIGN. THE Date: 01/11/16 FIXTURE CATALOG NUMBER BEING USED. 1. MAKE CONNECTIONS, SPLICES, AND TAPS AND JOINTS WITH SOLDERLESS DEVICES, MECHANICALLY AND ELECTRICALLY BONDING JUMPER, ORSEPARATE GROUNDING CONDUCTOR. 3 WAY SWITCH, FOR CONTROLLING LIGHTS FROM TWO DIFFERENT POINTS. MOUNT 48" A.F.F. U.O.N. CONTRACTOR SHALL SUBMIT EQUIPMENT A COMPLETE SET OF CONTRACT DRAWINGS SHALL BE MAINTAINED AT THE JOB SITE WITH COLORED MARKINGS INDICATING SECURE. PROTECT EXPOSED WIRES AND CONNECTING DEVICES WITH ELECTRICAL TAPE OR INSULATION TO PROVIDE -THAN -THAT SEPARATELY DERIVED SYSTEMS COORDINATION DRAWINGS INDICATING THE ACTUAL SIZE AND CONFIGURATION OF PROPOSED Sheet: �, < < � . �„ PROGRESS OR WORK. THIS SET OF CONTRACT DRAWINGS IS f0 BE SEPARATE FROM AND IN ADDITION TO CONTRACTORS PROTECTION NOT LESS OF THE CONDUCTOR. 2. ELECTRICAL TAPE SHALL BE SPECIFICALLY DESIGNED FOR USE AS INSULATING TAPE. SUPER 33+ SCOTCH VINYL 1. EQUIPMENT GROUNDING CONDUCTORS SHALL BE PROVIDED FOR SEPARATELY DERIVED SYSTEMS AND SHALL BE �. , � u DISCONNECT SWITCH �, EQUIPMENT DRAWN TO SCALE INCLUDING THE CONSTRUCTION SET, EVERY UNIT OF EQUIPMENT, DEVICE, CONDUIT AND WIRE IS TO BE MARKED WHEN INSTALLED. USE GREEN -TO INDICATE INSTALLATION AS SHOWN ON DRAWINGS AND USE RED TO INDICATED FIELD CHANGES. UPON ELECTRICAL TAPE AS MANUFACTURED BY 3M SHALL BE EQUAL. GROUNDED TO BUILDING STEEL, COLD WATER PIPES, ETC., OR AN ALTERNATE GROUNDING MEANS, DISCONNECT DESIGNATION (SIZE/POLESJFUSE) "NF" INDICATES '100/3160 MANUFACTURER'S RECOMMENDED MAINTENANCE SERVICE AREAS AND MECHANICAL AND ELECTRICAL ELECTRICAL COMPLETION OF WORK THIS SET OF CONTRACT DRAWINGS isTO BE TURNED OVER TO AND BECOME PROPERTY OF THE 3. USE LUBRICANT WHERE THE POSSIBILITY OF DAMAGE TO CONDUCTORS EXISTS, USE ONLY A LUBRICANT APPROVED 2. A SEPARATE, GREEN TYPE THW COPPER GROUND CONDUCTOR SHALL BE RIJN FROM GROUND LUG OF EACH GROUNDED NON-FUSED; "DE" INDICATES DUAL ELEMENT FUSES. INTERFACE REQUIREMENTS INCLUDING ELECTRICAL SPECIFICATIONS ARCHITECTIENGINEER. BY THE CABLE MANUFACTURER AND ONE WHICH IS COMPATIBLE WITH CABLE AND RACEWAYS. RECEPTACLE TO AN APPROVED CONNECTION INSIDE THE ENCLOSING STEEL OUTLET BOX. DEVICE MOUNTING; SCREWS CONNECTIONS AT THE TIME OF EQUIPMENT SHOP EXECUTION SHALL NOT BE CONSIDERED AN APPROVED GROUND. GFI QUARECEPTACLE OUTLET. DRAWING SUBMITTAL. THE OWNER RESERVES THE RIGHT TO REVISE THE DRAWINGS FROM TIME TO TIME TO INDICATE CHANGES IN THE WORK. 3. A SEPARATE GROUND CONDUCTOR SHALL BE INSTALLED IN EVERY CONDUIT AND RACEWAY AND SECURELY BONDED 0 GFI INNDICADICA TES GROUND FAULT INTERRUPTER TYPE RECEPTACLE WHEN REVISED DRAWINGS AND/OR ANY REVISIONS ARE ISSUED, THE CONTRACTOR SHALL EVALUATE THE CHANGES PROMPTLY. BEFORE INSTALLATION OF ANY ITEM OR PERFORMANCE OF THE WORK INDICATED BY THE REVISED DRAWING WIRE AND CABLE 1. IJSE 912 AWG MINIMUM FOR BRANCH CIRCUITS WHOSE LENGTH FROM THE PANEL TO FURTHEST OUTLET DOES NOT IN AS APPROVED GROUNDING TERMINAL AT BOTH ENDS OF THE RUN. THE GROUNDING CONDUCTOR SHALL BE SIZED IN ACCORDANCE WITH TABLE 250 OF THE N.E.C.. CONTRACTOR SHALL SIZE CONDUIT TO ACCOMMODATE ADDITIONAL GFI DUPLEX RECEPTACLE, MOUNT 18" A.F.F. U.O.N. 14. MINIMUM TRADE SIZE CONDUIT PERMITTED SHALL BE 3/4" INCH, U.O.N. OR REVISIONS, THE CONTRACTOR SHALL NOTIFY THE ARCHITECT/ENGINEER IN WRITING THAT THE REVISED DRAWINGS EXCEED 100 FEET (HORIZONTAL RUN) FOR 120 -VOLT CIRCUITS OR 200 FEET FOR 277 -VOLT CIRCUITS. USE #10 CONDUCTOR. (11�)l GFI INDICATES GROUND FAULT INTERRUPTER TYPE RECEPTACLE E 0 INVOLVE AN ADDITION OR DEDUCTION OF A SPECIFIC AMOUNT OF MONEY TO THE CONTRACT PRICE. THE CONTRACTOR AWG OR LARGER FOR LONGER RUNS. GROUND CONDUCTORS �� SHALL NOT PROCEED WI-TI-I'TFIE REVISED WORK WITHOUT PRIOR WRITTEN APPROVAL BY -THE ARCI-II�fECT/ENGINEER/OWNER 2. FLASHOVER OR INSULATION VALUE OF JOINTS SHALL BE EQUAL TO THAT OF THE CONDUCTOR. PROVIDE � SINGLE RECEPTACLE, MOON -TED AT HEIGHT NOTED ON PLANS SPECIFICATIONS HAVE BEEN WRITTEN WITH THE INTENT OF THE COST OF THE REVISED WORK. � UNDERWRITERS' LABORATORIES LISTED CONNECTORS RATED TO 600 JOLTS FOR GENERAL USE AND 1,000 VOLTS 1. SIZE AS SHOWN ON DRAWINGS OR AS REQUIRED BY NATIONAL ELECTRICAL CODE. OF VARIOUS EQUIPMENT BEING INSTALLED. NOT ALL ALL LOAD DATA HAS BEEN BASED ON INFORMATION GIVEN TO ENGINEER/ARCHI TEC (A'f TF1E TIME OF DESIGN. VERIFY ALL FOR USE BETWEEN BALLASTS AND LAMPS OR GASEOUS DISCHARGE FIXTURES. 2. ALL CONDUITS SHALL HAVE A SEPARATE GREEN GROUND CONDUCTOR INSTALLED FOR GROUNDING. D LIGHTING, POWER, FACP PANELBOARD OR TELE. TERM. CABINET. EQUIPMENT MAY BE REQUIRED ON THIS PROJECT. EQUIPMENT NAMEPLATE RATINGS BEFORE ORDERING. 3. USE TERMINATING FITTINGS, CONNECTORS, ETC., OF A TYPE SUITABLE FOR THE SPECIFIED CABLE FURNISHED. MAKE REVIEW POWER, LIGHTING PLANS AND DETAILS FOR ECSTATIC ELECTRICAL ING COMPRESSION DEVICE. MAKE FITTINGS TIGHT. L BENDS IN CABLE AT TERMINATION PRIOR TO INSTALLING TA L 'LA'#37 ITEMS AND/OR EQUIPMENT THAT WILL APPLY TO T FURNISH AND INSTALL DISCONNECT SWITCHES, WIRING AND CONNECTIONS ON AIR CONDITIONING SYSTEMS AS SHOWN 4. EXTEND WIRE SI -LING FOR THE ENTIRE LENGTH CIRCUIT, FEEDER, ETC. UNLESS SPECIFICALLY NOTED OTHERWISE. SUBSCRIPT INDICATES PANEL -AND NUMBERS WITH PARENTHESIS PROJECT. ON PLANS. ELECTRICAL CONTRACTOR SHALL VERIFY AND COORDINATE WITH MECHANICAL CONTRACTOR REGARDING 10(37,39) INDICATE 2 OR 3 POLE CIRCUITS. CONSULTING, LLC SUPPLY AND INSTALLATION OF ALL REQUIRED CONTROLS. JOB No. 2016001-00 VARIES 1l2" PANEL LB 3" 0 480Y/277V,3P,4W FED FROM LA 0 DETAIL NOTES: 1. 'TAGS TO BE MELAMINE PLASTIC LAMINATE IN SIZES AND THICKNESSES INDICATED. TAG THICKNESS TO BE 1/16" FOR UNITS UP TO 20 SQUARE INCHES OR 8" IN LENGTH AND '1/8" FOR LARGER TAGS. 2. SECURE TAGS TO EQUIPMENT WITH SELF -TAPPING STAINLESS STEEL SCREWS, EXCEPT CONTACT TYPE PERMANENT COMMERCIAL GRADE ADHESIVE PROVIDING A PERMANENT BOND SHALL BE USED WHERE SCREWS CANNOT OR SHOULD NOT PENETRATE SUBSTRATE. 3. COLOR CODES: NORMAL SYSTEM: WHITE LETTERING IN A BLACK FIELD EMERGENCY SYSTEM: WHITE LETTERING IN A YELLOW FIELD FIRE ALARM SYSTEM: WHITE LETTERING IN A RED FIELD ELECTRICAL IDENTIFICATION DETAIL N.T.S. PRIMARY FEEDER WITH EQUIPMENT GROUNDING CONDUCTOR, TRANSFORMER HOUSING SECONDARY FEEDER PHASE EQUIPMENT CONNECTION SCHEDULE MARK EQUIPMENT DESCRIPTION EO LOAD NT VOLTAp DISCONNECTING MEANS TYPE/RATING PHASE FEEDER OR BRANCH WIRE SIZE NOTES CP -1 CONTROL PANEL 110 kVA 480/3 N/A NEUTRAL PHASE 3 P-1 15 HP PUMP 15 HP 480/3 60/3/40FU CP -1 ; PHASE 1,2 P-2 15 HP PUMP EQUIPMENT GROUND 480/3 60/3/40FU TO PANEL GROUND CONDUCTOR 1,2 P-3 5 HP PUMP 5 HP 480/3 SINGLE POINT NEC 250-30(7) GROUNDING FOR GROUNDING - SEPARATELY DERIVED SYSTEM: TRANSFORMER CONNECTION DETAIL N.T.S. 5 HP EQUIPMENT CONNECTION SCHEDULE GENERAL NOTES: A. VERIFY ALL FLA, MCA, AND MOCP REQUIREMENTS WITH SUBMITTED AND APPROVED EQUIPMENT PRIOR TO ELECTRICAL ROUGH -IN. B. REFER TO SPECIFICATIONS FOR SPECIFIC REQUIREMENTS AND SCOPE FOR CONTROL WIRING, LINE WIRING, STARTERS, AND DISCONNECTS. C. LOCATIONS OF DISCONNECTS/STARTERS FOR EACH PIECE OF EQUIPMENT MAY NOT BE SHOWN ON PLANS. IF NOT SHOWN, CONTRACTOR TO FIELD COORDINATE LOCATION IN ACCORDANCE WITH CODE. D. COMBINATION STARTER/DISCONNECTS SHALL BE USED WHERE APPLICABLE. E. EXISTING BESSER PORTABLE BLOCK PLANT BEING RELOCATED FROM OWNERS EXISTING FACILITY. ELECTRICAL CONTRACTOR SHALL CONFIRM ALL EXISTING MOTOR SIZES AND ANY CONTROL WIRING REQUIRED BY OWNER. F. ALL DISCONNECT AND STARTERS SHALL BE NEMA 3R RATED. EQUIPMENT CONNECTION SCHEDULE SPECIFIC NOTES: 1. PROVIDE ALL CABLING BETWEEN CONTROL PANEL AND ASSOCIATED EQUIPMENT AS REQUIRED, FOR A COMPLETE WORKING SYSTEM. 2. POWER SUPPLIED BY CONTROL PANEL. ELECTRICAL CONTRACTOR SHALL PROVIDE CONDUIT AND WIRING AS REQUIRED BY FOR A COMPLETE WORKING SYSTEM. 3. EXISTING BESSER PORTABLE BLOCK PLANT CONTROL PANEL BEING RELOCATED. ELECTRICAL CONTRACTOR SHALL VERIFY FINAL CONDUCTOR COUNTS, SPECIFICALLY IF A NEUTRAL IS REQUIRED. IF NEUTRAL CONDUCTOR IS NOT REQUIRED, ELECTRICAL CONTRACTOR SHALL NOT PROVIDE THE NEUTRAL CONDUCTOR. DRIVEWAY WARNING TAPE '12" MIN �j \\ '18" MAX(TYP): ..,' \ •:� .�~: z;'~ EARTH. 30" MIN \ COMPACTED FILL PVC CONDUIT /\/\ •tet•• ,•i , ' y, \� DETAIL NOTES 1. BACK -FILLING, COMPACTING, AND RESURFACING SHALL BE DONE BY THE CONTRACTOR IN STRICT ACCORDANCE WITH THE LATEST DIRECTIVES OF THE AUTHORITY HAVING JURISDICTION. NEW ELECTRICAL DUCTBANK DETAIL N.T.S. SPD C CLOSE NIPPLE 5410,3/4"C If RCUIT BREAKER EXTERNALLY MOUNTED -.- -- .------ ---- - ----, I I SURGE PROTECTIVE DEVICE "" ."'"' ' I (SPD) PROVIDE NEMA 3R .. . ..... _.......... ENCLOSURE FOR OUTDOOR ................) LOCATIONS. ..........."" "'........ MINIMIZE LEAD LENGTHS AND BENDS .................... ( ..................... i GROUND BAR. COORDINATE LOCATION .................... ----•.,--.-•-..- (� SUCH THAT LEAD LENGTH DOES NOT -------- - ....; EXCEED '18". �...- ............... NEUTRAL BAR. COORDINATE LOCATION SUCH THAT LEAD LENGTH DOES NOT EXCEED 18". lL...................................... DETAIL NOTES: 1. IN ALL CASES, THE SPD SHALL BE LOCATED IMMEDIATELY ADJACENT TO THE PANELBOARD BEING PROTECTED. SPD CAN BE MOUNTED TO THE SIDE OR TOP OF THE POWER DISTRIBUTION PANELBOARD. 2. IN ALL CASES, THE SPD SHALL BE LOCATED IMMEDIATELY ADJACENT TO ITS DISCONNECTING CIRCUIT BREAKER. 3. IN NO CASE SHALL THE LEAD LENGTHS OF THE SPD EXCEED 18". IF THIS LENGTH IS EXCEEDED THROUGH NECESSITY, THE CONTRACTOR MUST CONTACT THE MANUFACTURER FOR INSTALLATION ASSISTANCE. 4. REFER TO SPECIFICATION SECTION 16610 FOR FURTHER REQUIREMENTS. PANELBOARD SPD INSTALLATION DETAIL N.T.S. MANUFACTURER: EATON OR EQUAL MAIN BREAKER: MCB MAIN LUGS: 400A K.A.I.C.: 35 MOUNTED: SURFACE NAME: EQUIPMENT CONNECTION SCHEDULE MARK EQUIPMENT DESCRIPTION EO LOAD NT VOLTAp DISCONNECTING MEANS TYPE/RATING CIRCUITED TO FEEDER OR BRANCH WIRE SIZE NOTES CP -1 CONTROL PANEL 110 kVA 480/3 N/A HA 4#110,#6G,2"C 3 P-1 15 HP PUMP 15 HP 480/3 60/3/40FU CP -1 3#8,#10G,314"C 1,2 P-2 15 HP PUMP 15 HP 480/3 60/3/40FU CP -1 3#8,#10G,314"C 1,2 P-3 5 HP PUMP 5 HP 480/3 30/3/15FU CP -1 3#10,#10G,3/4"C 1,2 PA 5 HP PUMP 5 HP 480/3 30/3/15FU CP -1 3#10,#10(3,3/4"C 1,2 ST -1 STACKER BELT 20 HP 480/3 60/3/60FU HA 346,910G,3/4"C 1,2 EQUIPMENT CONNECTION SCHEDULE GENERAL NOTES: A. VERIFY ALL FLA, MCA, AND MOCP REQUIREMENTS WITH SUBMITTED AND APPROVED EQUIPMENT PRIOR TO ELECTRICAL ROUGH -IN. B. REFER TO SPECIFICATIONS FOR SPECIFIC REQUIREMENTS AND SCOPE FOR CONTROL WIRING, LINE WIRING, STARTERS, AND DISCONNECTS. C. LOCATIONS OF DISCONNECTS/STARTERS FOR EACH PIECE OF EQUIPMENT MAY NOT BE SHOWN ON PLANS. IF NOT SHOWN, CONTRACTOR TO FIELD COORDINATE LOCATION IN ACCORDANCE WITH CODE. D. COMBINATION STARTER/DISCONNECTS SHALL BE USED WHERE APPLICABLE. E. EXISTING BESSER PORTABLE BLOCK PLANT BEING RELOCATED FROM OWNERS EXISTING FACILITY. ELECTRICAL CONTRACTOR SHALL CONFIRM ALL EXISTING MOTOR SIZES AND ANY CONTROL WIRING REQUIRED BY OWNER. F. ALL DISCONNECT AND STARTERS SHALL BE NEMA 3R RATED. EQUIPMENT CONNECTION SCHEDULE SPECIFIC NOTES: 1. PROVIDE ALL CABLING BETWEEN CONTROL PANEL AND ASSOCIATED EQUIPMENT AS REQUIRED, FOR A COMPLETE WORKING SYSTEM. 2. POWER SUPPLIED BY CONTROL PANEL. ELECTRICAL CONTRACTOR SHALL PROVIDE CONDUIT AND WIRING AS REQUIRED BY FOR A COMPLETE WORKING SYSTEM. 3. EXISTING BESSER PORTABLE BLOCK PLANT CONTROL PANEL BEING RELOCATED. ELECTRICAL CONTRACTOR SHALL VERIFY FINAL CONDUCTOR COUNTS, SPECIFICALLY IF A NEUTRAL IS REQUIRED. IF NEUTRAL CONDUCTOR IS NOT REQUIRED, ELECTRICAL CONTRACTOR SHALL NOT PROVIDE THE NEUTRAL CONDUCTOR. DRIVEWAY WARNING TAPE '12" MIN �j \\ '18" MAX(TYP): ..,' \ •:� .�~: z;'~ EARTH. 30" MIN \ COMPACTED FILL PVC CONDUIT /\/\ •tet•• ,•i , ' y, \� DETAIL NOTES 1. BACK -FILLING, COMPACTING, AND RESURFACING SHALL BE DONE BY THE CONTRACTOR IN STRICT ACCORDANCE WITH THE LATEST DIRECTIVES OF THE AUTHORITY HAVING JURISDICTION. NEW ELECTRICAL DUCTBANK DETAIL N.T.S. SPD C CLOSE NIPPLE 5410,3/4"C If RCUIT BREAKER EXTERNALLY MOUNTED -.- -- .------ ---- - ----, I I SURGE PROTECTIVE DEVICE "" ."'"' ' I (SPD) PROVIDE NEMA 3R .. . ..... _.......... ENCLOSURE FOR OUTDOOR ................) LOCATIONS. ..........."" "'........ MINIMIZE LEAD LENGTHS AND BENDS .................... ( ..................... i GROUND BAR. COORDINATE LOCATION .................... ----•.,--.-•-..- (� SUCH THAT LEAD LENGTH DOES NOT -------- - ....; EXCEED '18". �...- ............... NEUTRAL BAR. COORDINATE LOCATION SUCH THAT LEAD LENGTH DOES NOT EXCEED 18". lL...................................... DETAIL NOTES: 1. IN ALL CASES, THE SPD SHALL BE LOCATED IMMEDIATELY ADJACENT TO THE PANELBOARD BEING PROTECTED. SPD CAN BE MOUNTED TO THE SIDE OR TOP OF THE POWER DISTRIBUTION PANELBOARD. 2. IN ALL CASES, THE SPD SHALL BE LOCATED IMMEDIATELY ADJACENT TO ITS DISCONNECTING CIRCUIT BREAKER. 3. IN NO CASE SHALL THE LEAD LENGTHS OF THE SPD EXCEED 18". IF THIS LENGTH IS EXCEEDED THROUGH NECESSITY, THE CONTRACTOR MUST CONTACT THE MANUFACTURER FOR INSTALLATION ASSISTANCE. 4. REFER TO SPECIFICATION SECTION 16610 FOR FURTHER REQUIREMENTS. PANELBOARD SPD INSTALLATION DETAIL N.T.S. MANUFACTURER: EATON OR EQUAL MAIN BREAKER: MCB MAIN LUGS: 400A K.A.I.C.: 35 MOUNTED: SURFACE NAME: NEW PANEL'HA' 3 PHASE 1.25 4 WIRE PROJECT NAME: A-1 BLOCK CORP SANFORD 277/480 VOLTS PROJEC"r NUMBER: 2016001-00 PROJECT TYPE: Industrial Building SQUARE FOOT: 0 FED FROM: UTILITY SERVICE N D LOADD LOAD (KVA) 1 1.25 FAULT CURRENT IS 21,363 SYMMETRICAL AMPERES. (CALCULATION BASED ON TRANSFORMER 0 NEC 0.00 0 1.00 0.00 0 N O 0 NEC 0.00 C 1.25 0.00 125.01 C 125.01 0 LENGTH 0 0 CKT IDENTIFICATION WIRE/COND 0 LOAD/PHASE (KVA) CIRCUIT BREAKER LOAD/PHASE (KVA) O WIRE/GOND IDENTIFICATION CKT ENO v v w � D 0 .j D - 0 NO. E Q E E 0 2 J SEAL Bradley J Pascarella, PE #74529 Date: 01/11/16 Sheet: ELECTRICAL DETAILS, RISER, AND CALCULATIONS S ECSTATIC ELECTRICAL CONSULTING, LLC JOB No. 2016001-00 B C TRIP P P TRIP A B C I l SITE LIGHTING 2#I0,#I0G,3/4"C _--A L 1.00 20 '1 3 '150 36.67 - p REFER TO EQUIPMENT CP -1 2 3 TR -1 REFER TO ONELINE 0 7.50 T-_ 36.670 CP .1 4 DIAGRAM 40 2 CONNECTION SCHEDULE 5 TR -1 p 7 .50 36.67 0 CP -'1 6 7 SPACE ONLY SPACE ONLY 8 9 SPACE ONLY SPACE ONLY 10 - 11 SPACE ONLY - - _ SPACE ONLY 12 13 SPACE ONLY ISPACE ONLY 14 15 SPACE ONLY - --_. CE ONLY SPACE .-- 16 ._. 17 SPACE ONLY SPACE ONLY 18 19 SPACE ONLY SPACE ONLY 20 "-v I r.7 L L- J TOTAL KVA PHASE A: 37.67 TOTAL KVA PHASE B: 44.17 TOTAL KVA PHASE C: 44.17 LIGHTING (L; RECEPTACLES (R; A/C HEATING (H; A/C COOLING (C; KITCHEN EQUIPENT (K; LARGEST MOTOR (M; OTHER (O; TRACK LIGHTING (r; ARC WELDERS (A; CONN. LOAD DEMAND (KVA) FACTOR D LOADD LOAD (KVA) 1 1.25 FAULT CURRENT IS 21,363 SYMMETRICAL AMPERES. (CALCULATION BASED ON TRANSFORMER 0 NEC 0.00 0 1.00 0.00 0 1.00 0.00 0 NEC 0.00 0 1.25 0.00 125.01 1.00 125.01 0 LENGTH 0,00 0 NEC 0.00 NEW UTILITY TRANSFORMER I FAULT CURRENT GENERAL NOTES: ELECTRICAL POWER RISER DIAGRAM GENERAL NOTES: 1. FOR A 350 KVA TRANSFORMER WITH A SECONDARY VOLTAGE OF 480 VOLTS, THE AVAILABLE RISER GENERAL NOTES: FAULT CURRENT IS 21,363 SYMMETRICAL AMPERES. (CALCULATION BASED ON TRANSFORMER 1. THE SERVICING UTILITY COMPANY IS FP&L. DISTANCE OF 30'-0" TO NEW SERVICE RISER. TRANSFORMER BASED ON A 2% AVERAGE """ CALCULATED PER TABLE 220.44 OF THE 2008 NEC IMPEDANCE VALUE) CONTRACTOR TO VERIFY ACTUAL A.I.C. VALUES WITH THE UTILITY 2. ALL WIRING SHALL BE COPPER ONLY. COMPANY. APOPKA, FL 32712 PHONE: (941) 915 0332 3. ELECTRICAL CONTRACTOR TO VERIFY WITH SERVICING UTILITY COMPANY, THE USE OF ALL SERVICE 2. ALL MAIN SERVICE SWITCHES SHALL HAVE AN A.I.C. RATING OF 35,000 AMPS. METER SOCKETS EQUIPMENT PRIOR TO PURCHASE/INSTALLATION. SHALL HAVE AN A.I.C. RATING GREATER THAN A.I.C. AVAILABLE, IF IT'S REQUIRED BY THE ARI5E FROM O rHERS' FAILURE TO OBTAIN AND/OR FOLLOW AUTHORITY HAVING JURISDICTION. 4. PROVIDE 4" HOUSEKEEPING PAD UNDER ALL FLOOR MOUNTED EQUIPMENT. ALLEGED. 5. PROVIDE CONCRETE PAD FOR SERVICING UTILITY COMPANY EQUIPMENT, IF REQUIRED. PR BA IN: EN PR PR( 480 RA - ME' C01 -GRADE_ ................ nnn%/InC (1AI %/A KII7r-n I IKIICITE) I IT C`TnI 1(1TI InC 17nn &Ani IKIT INI/. f nI IInk Ark IT F\L1:1V111LV U I III Ff" IV. NEW ELECTRICAL ONE LINE DIAGRAM N.T.S. CONDUCTOR. EXTERIOR SITE PANEL SHALL ONLY NEED TO UTILIZE GROUNDING RODS. INSTALL PER ARTICLE -250.52, NFPA 70. ELECTRODE 1R SITE ONLY NEED TO )DS. INSTALL :PA 70. I Jb•r I 3u.r I su.r I TOTAL CONNECTED KVA: '126.01 'TOTAL CONNECTED AMPS: '151.57 TOTAL DEMAND KVA: 126.26 TOTAL DEMAND AMPS: 151.87 GENERAL LIGHTING LOAD FROM TABLE 220.12 OF THE 2008 NEC RECEPTACLE LOADS PER NEC GENERAL LIGHTING � ` II; ,rrG LOAD: 0 VA/SF 1 � ) � f 1,• � I� LIGHTING DEMAND FOR SERVICE """ CALCULATED PER TABLE 220.44 OF THE 2008 NEC IS CALCULATED WITH PANEL'HA' CONSULTING, LLC LARGER A/C LOAD: 0 KVA " (TL) LENGTH: LF / 2 " 75W / 1000 = O.OU KVA ""TRACK LIGHTING DEMAND IS MULTIPLIED BY 125% ARC WELDER DEMAND CALCULATED PER ARTICLE 630.1 1(B) OF THE 2008 NEC TOTAL QTY OF WELDERS U GENERAL PROJECT NOTES: A. ALL EQUIPMEN T AND DEVICE LOCATIONS SHALL BE VERIFIED WITH OWNER PRIOR TO ELECTRICAL ROUGH -IN. B. DIVISION 16 CONTRACTOR SHALL VERIFY THAT ALL WORKING CLEARANCES MEET OR EXCEEDS THE REQUIREMENTS OF NFPA70 AT FINAL LOCATION OF NEW EQUIPMENT. C. ALL WIRING SHALL BE COPPER ONLY. SPECIFIC PROJECT NOTES: 1 EXISTING 480V, 1PHASE SITE LIGHTING CIRCUIT SHALL BE DISCONNECTED AND RECIRCUITED TO NEW PANEL'HA', INTERCEPT EXISTING CIRCUIT WHERE APPLICABLE AND EXTEND TO NEW PANEL 'HA' WITH 2#10,#1UG, 3/4"C. REMOVE EXISTING LIGHT POLE. IF LIGHT POLE IS IN "THE MIDDLE OF A CIRCUIT, CONTRACTOR SHALL MAINTAIN EXISTING CIRCUITRY WITHIN AN INGROUND BOX AT THE BASE OF THE POLE BEING REMOVED. IF LIGHT POLE IS AT THE END OF A CIRCUIT, CONTRACTOR SHALL REMOVE ALL ELECTRICAL CONDUCTORS BACK TO THE NEXT ASSOCIATED DEVICE. CONDUCTORS SHALL NOT BE ABANDONED IN PLACE. SITE PLAN ELECTRICAL N.T.S. / t�. u � ` II; ,rrG 1 � ) � f 1,• � I� 14 n;1 l' ELECTRICAL CONSULTING, LLC 849 HILLY BEND DR APOPKA, FL 32712 PHONE: (941) 915 0332 THE DESIGN PROFESSIONAL DENIES ANY AND ALL RE5PONSIBILI rY AND LIABILITY FOR PROBLEMS WHICH ARISE FROM FAILURE TO FOLLOW THESE PLANS, SPECIFICATIONS AND THE DESIGN INTENT THEY CONVEY, OR PROBLEMS WHICH ARI5E FROM O rHERS' FAILURE TO OBTAIN AND/OR FOLLOW THE DESIGN PROFESSIONAL'S GUIDANCE WITH RESPECT TO ANY ERRORS, OMISSIONS, INCONSISTENCIES, AMBIGUITIES UR CONFLICTS WHICH ARE ALLEGED. COPVRIGFrrIo ECS-rATIC ELECTRICAL CONSULTING LLC, 2013 w c _� Z �^ ® 0 N L co Ui O �I LL - CL z I u v H LO w m ul v v w � w Z 0 .j - 0 Q 0 2 SEAL Bradley J Pascarella, PE #74529 Date: 01/11/16 Sheet: ELECTRICAL DETAILS, RISER, AND CALCULATIONS ECSTATIC ELECTRICAL CONSULTING, LLC JOB No. 2016001-00 / t�.