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New Retail Facility Plans Utilities Orlando Drv r 0 M I , dPP F Q- Ily,-WK � ago 2 5O q�2 i� C-PU5 t �fa�lP=�0 I ��jGAPE� Ib`.o" US1D� T A WAL-MART RR-82-GL 81,911 SF DDCA ♦ i J BYR❑NS u� TK DEPT STORE ,44,000 SF LOCAL 6400 }(bvJPRD ?5 �/U r . i . ko m"-' k IV, 01-1 \ \ \ \ \, PLANT SCHEDULE QUAN PLANT H f- 1 G-t' H T REMARKS q2 QUERCUS LAURIFOLIA 10-12 FT. i ILEX O. EAST PALA`I'KA 8-10 FT. 16 MAGNOLIA GRANDIFLORIA 8-10 FT. 14 SABAL PALMET`I'A 12-18 FT. 14 BUTIA CAPITATA 6-8 FT. 8 PHOENIX RECLINATA 8-10 FT. 2$0 PODOCARPUS MAKI 2-3 FT. 150 PITTOS PURUM TOBIRA 2-3 FT. 348 LIGUSTRUM HOWARD 2-3 FT. 386 JUNIPER PARSONII 18-24 IN. 15o PITTOSPORUM WHEELER 12-18 IN. ILEX V. SHILLING 12-18 IN. MM6 toHAVE ( 30 j Liq >r'p- tls 14 MoUµGEP �D L I b U -r?-am ' PPRfioriit IQ F{ow�Rv MoUNDeD �dP • + + } `, LL ��" �� r' _ 15 I9M N MoIlNDGDt�BE. 15 1� �X v. ScNI�I.tN� � w p p w (N pUNpCEo R>Cpp r•% vA w w a ® IL e a a n W W Vk �1/ t v vx n v t n �'i /�` ®� `� �o JU N I I�e1J5 2 QUEFGU6 �.u►e! QUA. �dc�l1l • �a��•�-�,�D gu�� II MP�NoLl4. i s col- o" W t of (T`lP) 2oW60 Lu6u rKUM GRAN f �I F L MA< N MAyC G P,�7a ---------------- WE U. s. NwY l 17 92 EL- 64-x, Rtrl� G I L�K A MOU N I�Et� F�V + + + �- + + tv q& LIC, UsTKtM + WIPE � UNIX 4 PHo EN K + IeE c ►N AT -A � II.�X V� s4�ILLING ' I N htaJ N �✓� ��5 I N NDU N pe9 ne42 64W ITATA vl-rA-TA pp ADO �F. _ ..............— _'. &�J�APIT' UM WH �N Iffffm cc on �( t-ml6Apm 6YNFjq GAf7 M111. ��OSCAPGD PROJECT No" . 1041 DATE: I 1 -z 1 - �!l ._..I aHT. C 7 ...__. E] a GENERAL VICINITY MAP DRAWING INDEX 2� 1e <0 .4 a G a, D Urva ••.J Ca ... ateeadia Madaaal Como s F M41 Lake G; L `SAIL VICINITY MAP 100 S 427 13 d - EL n I Lei a h� c} /f I RD �.- // MARK NONIN RD COUNT v B HOTS.OWM A, P A.N), AINIe`NNIR BOLTS ELEV, ELEVATI(NI O'HEAD. OVERHEAD A.C.I. AMERICANi CONCRETE INSTITUTE EQ. EQUAL PARTA. PARTITION ACOUS. ACOUSTICAL EQPT. EQUIPMENT P.I.V. POST INDICATOR VALVE ADJ. ADJACENT ETC. ETCETERA PL. PLATE ADJUST. ADJUSTABLE E.N. EACH WAY PLAS. PLASTIC OR PLASTER A.F.F. ABOVE FLOOR FINISH EXIST. EXISTING PLYWD. PLYWWD A. I.S.C. AMERICAN INSTITUTE OF STEEL CONSTRUCTION EIP. EXPANSION PR. PRIOR ALIBI. ALUMIWJH FDH. FOUNDATION PROP. PROPERTY ALT. ALTERNATE F.E. FIRE EXTINNBUISHER P.S.F. POUNDS PER SQUARE FOOT ARCH. ANCHOR FIN. FINISH P.S.I. POUNDS PER SQUARE INCH APPL1Ct APPLICABLE FLOOR. FLOURESCENT P.T. PAPER TOWEL APPROX. APPROXIMATE FLR. FLOOR PTD. PAINTED ARCH. ARCHITECTURAL OF ARCHITECT FR. 'FRAME P.V.C. POLYVINYL CHLORIDE A.S.T.M, ANERICAH SOCIETY OF TESTING OF MATERIALS FT. FEET R. RISER B.F.F. BELIN! FINISH FLOOR FTG. FOOTING R.C.P. REINaF. COIN;. PIPE BLDG. BUILDINI6 FOR. FURRIN REIKF. REINFORCING BLK. BLOCK GA. GAUGE REQ'D. REQUIRED on. BEAM 6ALV. GALVANIZED R.O. ROUGH OPENING B.P. BASE PLATE 6.0. GRAB BAR R.D.Y. RIGHT-OF-WAY BR6. BEARINIG G.C. GENERAL CONTRACTOR SCHED. SCHEDULE D.U.R. BUILT UP ROOF 6L. GLASS SIN. SIMILAR CAB. CABINET GYP. BD, GYPSUM BOARD 5rJ.1- STEEL JOIST INSTITUTE C.F. CUBIC FEET HDWE. HARDWARE SPECS. SPECIFICATIONS C.L. CENTERLINE H.M. HOLLOW METAL SQ. SQUARE CL6. CEILING HORIZ. HORIZONTAL S.F. SQUARE FEET CLR. CLEAR H'RAIL. HANDRAIL SIL. STEEL C.M.P. CORRUGATED MR. PIPE HT. HEI611T 5TRUCT. STRUCTURAL COL. COLUMN HTR. HEATER SUSP. SUSPENDED COMP. COMPACTED HN. HEADWALL T. TREAD CONC. CONCRETE IN. INCH T'HOLD. THRESHOLD CORD. CONKSATE INSUL. INSULATION! TK. THICKNESS CONSI. CONSTRUCTION INTR. INTERIOR TLT. TOILET CONT, CONTINUOUS INV. INVERT T.O.B. TOP OF BEAM CONTR. CONTRACTOR JST. JOIST T.O.F. TOP OF FOOTING DET'L. DETAIL JT. JOINT T.U.M. TOP OF MASONRY DIA. DIAMETER LAM. LAMINATE T.O.S. TOP OF STEEL DIM. DIMENSION L6. LONG T.O.N. TOP OF WALL DISP. DISPENSER HAS. MASONRY TYP. TYPICAL DN. DOWN MAX. MAXIMUM U.N.D. UNLESS NOTED OTHERWISE 0.0. DITTO MECH. MECHANICAL V.D. VAPOR BARRIER DR. DOOR MF6. MAMUFACTURER VERT. VERTICAL D.S. DOWNSPOUT MIN. MINIMUM W/ WITH DNG. DRAWIN6 M.O. MASONRY OPENING WD. WOOD OR WIDTH EA. EACH MTG. MOUNTIN6 WDN. WINDOW E.F. EACH FACE HTL. METAL W.H. WATER HEATER ELEC, ELECTRICAL N.I.C. NOT IN CONTRACT N.P. WEATHER PROOF NO. NUMBER WT. WE16HT NON. 110MINAL W.M.M. WELDED WIRE MESH N.T.S. NOT TO SCALE O.C. ON CENTER It, it,, Sea and Beach Iglu )AYTDNA BEACH Uaylona Beath shoe. �,Uarrmu Wllbar Br Th, Se+ A?�,,n JUlr • aj V\\Unte 7a,1 N drr Smyrna Beaci. _J . Td,le halt+ 0,1 n, 4 SO., w � . tlfr Y�100�\�'Alltnhr,r f W nLrtn �Y le 0r q}u,,al �,I J (fLrf —l. Ad1f,r r rl Lope Canaveral ME ITT ISLAND A a", Cocos Bach �VGTTTT�V///ir a (t 1 nun $ Padic Shaaa 'Satelln Beach I Indran 'arbor Beach (, �i l..NrUra Bath Oil leladfh Ir, J,dl,rih 6i++ HN Mne�ena Beath Pa , Hi y I M�wt ienm i�i gondand Beach brans I.f �PGaEi I C ,yo�ly :h ull i-.5 ` t NFORD MUNIC L IF PQHT ,I Lake Silver L Lake ` -T I D• a' 0 I II IR I ME TENANTS NAME NAME ADDRESS _ _ ADDRESS CONTACT — _ _-- CONTACT PHONE - ------ - - -- PHONE --- - _ NAME -- - J ,— NAME -- -- ADDRESS - A ADDRESS -- CONTACT CONTACT PHONE --- _ _- PHONE NAME -- _ - WANE-^_- _-- ADDRESS — ` _------ ADDRESS CONTACT _ _ — ------------- _ - - _ CONTACT _-- PHONE - PHONE MUNICIPALITY BLDG. INSP. PLUMB. INSP. NAME CITI µAL-L- r�ulL-D)"G IhlsP. NAME P.o. aOX 1-77g-------------- --- ADDRESS -boo Hok:M ADDRESS CONTACT GA2Y L'a S(5w PHONE 3da��32Z _1 Cnj_ - ELEC. INSP. NAME ADDRESS CONTACT PHONE ENGINEER NAME pnDac55 CONTACT ------ -`- PHONE CONTACT PHONE I MECH. INSR. NAME ADDRESS -- --- - ----- CONTACT PHONE - - -- D.O. T NAME ADDRES-c- CONTACT PHONE Lff ILITIES ELECTRIC WATER NAME FLcqjtj. F:�)W(=.t2 �Lin1-4 Co- MAKE GrtY V ALL W/TL=� PePI ADDRESS 30l Nko2TH M-f 2T1.E-- A\/. ADDRESS 300 r40P-TTI F �N�rz[2 IFL 32771 SoryFo�rZ, � 3Z7� I CONTACT MT% . BR(ACF- �tF44 i l CONTACT PHONE :;SO�,rl 3Z2- -6 PHONE—3oF>1322-31(p1 t-=x—r m2 GAS SE WER NAME-LpEt0A PL1i�gjC ,� nt-a-, Cn. NAME G'TY HALL-,e),/�-)?, Gg�-. ADDRESS $3O w�;r ADDRESS Soo Woad f94WK Wes__ FLORIDA 32771 32--- CONTACT _ _ CONTACT PHONE 3Q 32_r- 73'� PHONE —_3�C 1 Z32Z - 1 Cp I PHONE CABLE NAME -- --- -- NAME ADDRESS _- _ —__ - ADDRESS CONTACT _ _ CONTACT PHONE PHONE GENERAL NAME ADDRESS CONTACT PHONE PLUMBING NAME ADDRESS CONTACT PHONE ELECTRICAL NAME ADDRESS CONTACT PHOidE _ PHONE SITE MECH. NAME ADDRESS CONTACT PHONE NAME ADDRESS CONTACT PHONE _ SANFORD FIRE DEPARTMENT 1303 FRENCH AVENUE SA 0 D, F O DA der 7� C3 SITE GRADING PLAN C3.1 SITE DRAINAGE DETAILS C4 SITE PAVING & LAYOUT PLAN C4.1 SITE PAVING & LAYOUT DETAILS C5 A SITE MECHANICAL PLAN vl�ck C,5 E3 SI-r MEC-I Ca VL-A q C5,1 SITE MECHANICAL DETAILS C6 SITE ELECTRICAL PLAN C6.1 SITE ELECTRICAL DETAILS C -7 S I—r!= L_ANPG.�'Ft- PLbN INDEX No,rES ARCHI'I-EG, rURAL . SERVICES GROUP, ING . 11831 KINGS- oNj PIKE I' NOXVI LLE , TN 3 922 (615) 96r -7410 r NOR ' 1 m 1041 ,TA 4 RW-12 - � 1 STo T11�1� P7hs I r,l _ + / r1)o-troA1, �L_. ¢3. o' sToR • El-- 4-(,' O' i ' 5-r�K-•'. VoL • tro,000 G,3. 4+ Ac- 44 ro i NWa /AF A. a4 (4 47.33' 9 47 . c oV. 14C,.b8' t hock, �A`-eMENT EIW-15 �\ ��' do s •"s� ' � /AL -MART J B RONS PF�-82---GL. � DEPT STORE �s HW-14 -`'\..-- f�� °�� W3 �, `J 11 S t, 0 0 0 SFr co k � `Ya SLage:5�.a>3 s 6400 rT=_ EA- 44.01 5?o2/.>GE. VvL. GAF .K- I✓�� 4R.3�� Ff- 4 ' , �{ <o O, d b O G , F . C��•,/�`{. _ __._.r,..__._ ----.•r__....._____ �___.... i ._.._......__7_. j - �-_._..••r--'--•---•---w•-----_-------'-r--_-..'-- .� � �Y C. 3'tip q�r W�J Z0 Ct3 5A V$ c/) 41 _____ - ----�: - "jT LLAl a., ati `: '► y HW_ II s' POO 4,7 _) co�... 48.33 ,�� 4$.33 b [� �{•8. GCv 40 LLIr-1 _ IL DOF I - �--in IPA 2, EXCAVATION AND GRADING NOTES EXCAVATION TOPSOIL STRIPPIN6 DEPTH AVERAGE EXCEPT DEEPER IF REOUIBED LOCALLY. ALLOW IOLaoO YDS. UNDERCUT AND BACKFILL IN BASE DID. COMPACTION PERCENTAGES (% sax dry density) Mob►GILD - PROCTOR METHOD (ASTM TEST I BUILDING AREA _ q5 X PARKING AREA WASTE AREA -� _ c(c) -X OUTLOT AREA cl 5 X UPPER FT. OF SITE TO BE COMPACTED TO CIJ5 X VIBRATORY COMPACTION ROLLER TYPE REO'D (GROSS WTzovool) TESTING ALLOW I COMPACTION TEST PER EA. 5GICU SF, PER LIFT AT A COST OF ►� - DOLLARS PER TEST, MAXIMUM LIFT THICKNESS SHALL BE _ 12_' UNLESS NOTED OTHERWISE WORK SHALL BE PERFORMED IN CONFORMANCE WITH GENERAL CONDITIONS OF THE SPECIFICATIONS COVERING CONSTRUCTION OF THE BUILDING. J. EXISTING GRADING SHOWN ON THE DRAWINGS IS PROVIDED FOR CONVENIENCE ONLY THEY ARE SCHEMATIC IN NATURE. GRADING CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING AND VERIFYING EXISTING GRADE FOR THE PURPOSE OF BIDDING AND CONSTRUCTION. NO ADDITIONAL COST WILL BE ALLOWED FOR WORK THAT CAN BE DETERMINED BY ON -SITE FIELD OBSERVATION. CONTRACTOR TO CONTAIN ALL GRADING WITHIN THE �► PROJECT BOUNDARIES AND SHALL MAKE A SMOOTH TRANSITION TO ADJACENT PROPERTY LINES. NO WARRANTY 19 GIVEN CONCERNING CORRECTNESS OF sA \ EXISTING GRADES. i A STO KM eys5)N -3 a 5To2pfxE EL . `�,9� .` Ab ST02AGE- VOL Gl,ciVo G7F- 1. 4I AG- tFT 1 4A 4c �'-_ - 1 00 a FUTURE BLDG d �o t r 47•oo ya-- 41.75u (10 d c Cl sT 4 .Soy _ 8 a (` 41.60 *VF it F Low 47.50� r41.76 r 47.541 d i Q2 s 41 (, o i `47- -47 / y •1 r i W.4 - ------- A � / E L6�(L (L./ E 6, o STOKA& I► I E'A51 4 -1 t3rWffoM E.L, 4•Q.o' 5%QA6,t', LL. 4C,,o' • SToRAGE_ VoL . ro+) AQ0 C.F. 1. +1 AG- FT 14 --1 9 t�1 �QF/-) �--�I- 3 3, \ 1, HW-1 ., � , ,-J• , c 2�-3A (0verzF1DW) s•' i d$3i ^ 44 NW -I >•lW•Z �iR `"--- \� �yy.5 � ST 51 cr Py 417. ! 00 v ' STo F_ AC °0 4q. 5 a v 56S 1 N Z Bo I -rant, F-4 • q t. o' a Sro�GiE. F-L 3'ro9_6GE. Vol, tr 47, 4.00 G.F. `�\ Qi r I, oq AG- FT. 47 v°` So 44 6 GM 4)j 50 w r r ✓ r - ,ar--- --_ CATCH BASIN SCHEDULE PLAN MARK BASIN TYPE TOP ELEV PIPE INV. PIPE SI'ZEiF'LOW CF'S IN OUT IN OUT GD-I 1, 4G•0 44.0 14•X-d 5.05 cb-z Z 4(o•D 43.10 IRIS" 14.45 - -- -- 43.E /9' 15.58, G134 1:46,.p 00 24"x31" /7. 15 G13'S 1,4G'0 4.2,5 42.5 Z4A'O - 9'X4(i` 33.GG c13-10 Z 4l.0 -- 4-3.0 /5" 3.39 cib-7 s 46.0 43,0 /4x23" Z 88 -- - C B-ZA :14 7.0 44.Z5 -- 15�� - - - ---- CA3A -t 47.0 44� 15�� -"5 Ca4n T_ 47.0 44.2.5 - ----- -15, C,65A, z 47.0 -14.0 44.0 I H E A D W A L L S C H E D U L E PLAN H.W. INVERT PIPE REMARK MARK TYPE ELEV. SIZE NO. HW-1 L 44.1.E 1411X z.3 l4GP WIZ4343TCd6 ga.00��- HW-3 L 44.00 /5'/ ACCMP__ 10-4 r 44.00 /5'/ ACGMP -- fJW-5 A6.Co0 fq (P- }!W Ci L 44.00 /4" x'Z3" AGGMP EJW-1 1 44.00 14•"X&/ AGCMI° HW-g z 44.00 14"xf33 AcGMP IN Il r 43. 00 /4"x NW l2 T �4.2( /4 x _ HW-l3 44 2(v 1411X93" ACCMP NW-14- .z 43.33 /9 "AW ACCMP �JW 15 Z 43.00 f 9 "X30'/ AGSM P HW--I& IC _)k 24 RcP f1W-/7 Ic l4'� RGP law -Id u 24 A 6 P NW /y N )nl Z0 llW2l u ff Z¢" - Z¢"_ - cP f{ cP Il RcP llW ZZ Z4" /{GP N w-23 4T Z4" R cP i� KESN.4PE LX/ST 6,AADf_ 45 R,ECt'o FOA /lEW &aj,/. WORK 45 R,EQ'D To A4A1AITA/Al F,xlST S� oP�s �nvws SITE STORM FIFINU NOTES CMP :CORRUGATED METAL PIPE UNLESS NOTED OTHERWISE TO BE GALVANIZED 14 BA., .079' BALVANIZED THICKNESS, 2 2/3' X 1/2' FOR DIAMETERS OF THRU 48' CORRUGATIONS, MINIMUM 18' COVER UNDER PAVING. ASTM 444 AND AASHE M36 CONNECTIONS SHALL BE BY ONE PIECE, 12' CORRUGATED BANDS, BdLTED IN PLACE. ANGLES, WYES, ELBOES, AND TEES SHALL BE SHOP FABRICATED. CONCRETE PIPE TO CONFORM TO ASTM C-76; BELL h ROUND RUBBER WITH SPI60T GROOVE. SITE GRADE/DRAIN LEGEN FUUS 4 CUfIGM -2--- F_XiS'r. cnrt'rnLr13 --a--- sr�M S£WEJ� -s'r-- FIP11Sf'1 SPAT s'[[tRt1 S1rWF� -SITE- GRADE a EXIST. EXIST. EYJS r' SPOT CATCH BASH ❑ CB GRADE, IRM PVt MARKEJZ O iP C BASIJI ® CBE NCH EXICt7W. MONUMMT MARKER ®CI1 DETAIL REFERENCE LEGEND REFERENCED ITEM DETAIL NUMBER HEADWALL TYPE I A/C3.1 HEADWALL TYPE II B/C3.1 CONCRETE SWALE C/C3.1 CATCH BASIN F'/C3.1 WEIR DETAILH/C3.1 SECTION OF' STORM BASIN J/C3.1 k6. I c KES�gP� Misr (,xAoE As R,EQ'afo M.�TarAl FLUSH ►Ir✓-t>J AT PAv�M�uT- /V4W q. O. W wo)MEAL C71QAID I !'Lo 5 q FQ A XIST..$� OPTS ._."`"� Iowa, Nw zz sTOEM AC7 M L v T SITE GRADING � DRAINAGE FLAN MWEICT N, Ib� I DATE: 1 z.- 15-�}_ .� i 3 ;^v5.ti 4 Yet > b. PT�ri,; i 3�I'• MATCH GRADE SLOPE, W/ IIEADWALI, SLOPE: ' 6'X6'x6"'TE7. CONC. i �, iJ �l,tii. L, lV vU;� ,. 1 HEADWALL SLATS W/6X6 10/10 WWM REIN['. i1LLJVt:Y 6X6 1C/1C /• 2 it 5 SEE PLAN INV. EL. HERE / I • � � � SEE PLAN FOR Pi YE 51'l,E: & MAT'L. ( NO. P I PES REQD. 2 1/2" I.D. X-STRONG • _. �. _ �/• �, ' `� PIPE. W/ENDS CUTS 45 E'OR 3/9"0 EXP. -� ....—_� _`0MP iCTED _'L. GR;, SWALE OR RIP -RAY AS ��_. /�i BOLTS INTO CONIC. DI_tLTLY UI�'IJf'. SHOWN ON PLAN i \ BELOW OUTFALL HEADWALL SIM. \' `s TO 'TYPE EXCEPT \ F'OR PIPE GUARDS. TYPE I SECTION ra) SLOPED HEADWALL ISOMETRIC (lb HEADWALL. TYPE IL SECTION a CONC. SWALE � NIS• N.T S. 1,C32 NXS, �.I TYPE I GRATE = TYPE 2 GRATE _ r dd TYPE 3 GRATE �-- SEE PLAN FOR C MATERIAL AT N 2 GRADE o �� -� PRECAST CONIC. MANHOLE J NO V !I � i`i'!,/ (C P CF BGW B_�'OtW S� Q1�1 FUR T [1V rts{ OL ER u�x:wr�nn�H �o r W EIR DETAIL INFLOW PIPE ON r ,OUTFLOW PIPE z 1 °°�� J _ (sluE M WAr (l wieX r'ir6 PLANIF WEIR ad►. 0 si -III— Ex>Sr —_ -- _ „ F INYERT EL___ SEE.PLAN \ i O� SCHEDULE �� INVERT EL. / SEE PLAN OR',SCIIED. ' —11=1= - —17 II _ 1 _ ��>- I1 CMrH Fll�- , IF NGVO I I I I I i — ILb 4o Ur ��; } _"• 1 • :: �� - jrr_ _ SCHEMATIC SECTION It DETENTION! BASIN V SECTION CATCH BASIN ., ,� ' D ,: o o o NT. S. C NG YD �tat FtiI.T S. C 3.I+7 . FRONT VIEW SECTIONA- a 0 9 y COMPLY WITH LOCAL AND STATE ORDINANCES REGARDING DISPOSAL OF DEBRIS. DO NOT BURN DEBRIS ON SITE WITHOUT SPECIFIC APPROVAL OF SAME. CLEAR AND GRUB FOR NEW CONSTRUCTION AS REQUIRED. EXCAVATION PREPARATION VERIFY LOCATION OF EXISTING ON —SITE UTILITIES. PROTECT ALL EXISTING UTILITIES. MAINTAIN EXISTING SERVICES AS REQUIRED. ESTABLISH, MAINTAIN, AND VERIFY LINES, GRADE AND DIMENSIONS SHOWN ON THE DRAWING, REPORT ANY ERRORS OR INCONSISTENCIES TO THE ARCHITECT BEFORE COMMENCEMENT OF WORK. EXISTING TOPO ACCURACY EXIST CONTOURS SHOWN ARE INTENDED TO FORM A GENERAL DESCRIPTION OF SURFACE GROUND ELEVATIONS. TOPOGRAPHIC INFORMATION SHOWN HEREIN SIIAI PF CONSWPUP TO NAff TNf FOLLOWING LIMITS OF ACCURACYI 0.10 FEET AT BENCHMARKS 0.20 FEET AT SPOT GRADES 0.50 FEET AT CONTOUR LINES CONTRACTOR IS CAUTIONED THAT STRAI611T LINE INTERPOLATION BETWEEN CONTOURS MAY NOT EXACTLY REFLECT EXISTING CONDITIONS. AREAS OF RELATIVELY QUICK CHANGES IN CONTOURS SHOULD NOT BE ALLOWED TO UNDULY INFLUENCE INTERPRETATION OF CONTOURS. STRIPPING AND PROOFING STRIP TOP SOIL TO DEPTH SHOWN IN EXCAVATION AND GRADING NOTES IN ALL AREAS TO RECEIVE NEW STRUCTURAL FILL OR OTHER NEW CONSTRUCTION. PROOF ROLL ENTIRE AREA WITH A FULLY LOADED PAN IN PRESENCE OF SOILS TESTING AGENT BEFORE COMMENCING ANY CONSTRUCTION ACTIVITY. ALL AREAS TO BE COMPACTED SHALL RECEIVE B PASSES WITH COMPACTION ROLLER. STRUCTURAL FILL STRUCTURAL FILL SHALL BE COMPACTED AS SPECIFIED IN EXCAVATION AND GRADING NOTES AT OPTIMUM MOISTURE CONTENT. ANY OFF SITE BORROW AREAS SHALL BE APPROVED BY THE ARCHITECT. PLACE FILL AND BACKFILL IN LAYERS AS SPECIFIED IN EXCAVATION AND GRADING NOTES. USE NO DELETERIOUS MATERIAL, ORGANIC, OR ROCK LARGER THAN 6'. IN —SITU SOILS MAY REQUIRE ADDITIONAL WATER TO GAIN OPTIMUM MOISTURE CONTENT FOR COMPACTION. GRADING TOLERANCE GRADING CONTRACTOR SHALL BRING SUBBRADE TO WITHIN 1/10 OF 1 FOOT OF REQUIRED ELEVATION TO OBTAIN FINISHED GRADE INDICATED ON DRAWINGS. FINAL SUBBRADE SHALL BE INSPECTED BY PAVING CONTRACTOR FOR REQUIRED ELEVATION AND ADEQUATE COMPACTION BEFORE COMMENCING ANY PAVING ACTIVITY. TESTING CONTRACTOR SHALL INCLUDE PRICE OF ALL REQUIRED TESTING AS SET FORTH HEREIN TO BE PREFORMED BY A TESTING AGENT SUITABLE TO THE ARCHITECT. ORIGINAL COPIES OF ALL TESTS SHALL BE FORWARDED DIRECTLY TO ARCHITECT FROM TESTING AGENT. SUBSURFACE INVESTIGATION COPIES OF SUBSURFACE INVESTIGATION MAY BE OBTAINED FROM THE CONTRACTOR SUCH INFORMATION IS PROVIDED ONLY FOR THE BIDDERS CONVENIENCE, NO WARRANTEES ARE MADE OR IMPLIED CONCERNING ACCURACY OR EXTENT OF SUBSURFACE ROCK OR OTHER CONCEALED CONDITIONS. ANY ADDITIONAL INFORMATION REQUIRED FOR PROPER ESTIMATING SHALL BE OBTAINED BY THE EXCAVATION SUBCONTRACTOR. NO GUARANTEES ARE 61VEN OR IMPLIED AS TO SUITABILITY OF EXISTING SUBSURFACE MATERIAL FOR REUSE AS STRUCTURAL'FILL. WATER CONTROL THE CONTRACTOR SHALL FURNISH ALL LABOR, MATERIALS AND EQUIPMENT NECESSARY TO KEEP THE WORK FREE OF WATER EITHER FROM SURFACE SOURCES OR FROM UNDERGROUND SOURCES OR BOTH, SELECTION OF EQUIPMENT AND METHODS SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR, THE CONTRACTOR SHALL BE AND 15 RESPONSIBLE FOR ALL DAMAGE INCURRED IN HANDLING WATER CONDITIONS. flfal � /lh} A r �3id TN I FL I IN DATE: 12 -r -94 Sim C 3. r t: n STANDARD NOTATIONS FOR SITE PLANS CONSULT ARCH IrECT FOR ALL. DIMENSIONS AND \ OTHER ITFMS LADELLED "VERIFY" OR I "FIEL_D VERIFY" F'FIOF TO INSTALLATION OF 'THAT WORK OR ANY RE A rEG WOF2k . SIrE NOUNDAF<Y, TOPOGRAPHY, EXISrING \ UTILITY, AND OTHER EXISTING FEATURES AFF TAKEN FROM THE INFORMATIC)N PREPARED NY DEVELOP ENT A AlvSiS SURVEYOR'. SURVEY INFDMATION HAS BEEN �Av FURNISHED DY A SOURCE OTHER THAN THE ARCHITECT HEREIN. THE ARCHITECT ASf 1IMFS NO RESPDNSINIt ITY FOR THE CORRF(.rNESS OF Wnl, MAP"'' �. THIS MATEF IAL. !,I:1>n!z'I'M!:N'r �;'r��l,l; 44 , (lnn � . I•. SURVEYOR OF RECORD IS; t.•i l,) I I ^'In (2. K T':'I' �UDA _Y�Iay� p ,IINS.,CY1aaIGY 32-17) L O CAI , .>IIOF NU I LD I NG D I hLENS I DN5 SHOWN ON SITE F'L_ AN ARE NOMINAL DIMENSIONS ONLY INTENDED FOR USE IN DETERMINING APPROXIMATE SQUARE I'T)'!'nI, PAI?K I N(, FOOTAGES. SEF FOUNDATION PLAN FOR ACTUAL 1251 SllA('!!S 1'�I> / ,'/�('! ;, ,,t!..�r.�i REV I SIO -D 5 DIMENSIONS OF CONSTRUCTION. 1(.7�? SPOCES SNd.JN � b.14L-M�`,Kf FdK. :Os�'�la<X15F, c' y PHASING OF CONSTRUCTION CLEAH FACIRLITIJFSESS SHALL E)FGRESS MAINTAOINEDLEWISTING I[) THROUGHOUT ,V ,�„0 P ANALYSIS ---------- �•� THE COURSE OF CONSTRUCTION IN A MANNER r �� GG GG �•I ACCEPTINLE TO rHE OWNER OF THIS PROJECT L I NUN S`I'ORAGI. SQl1nRE I•'OU`I'AGL: EL / AND OTHER AFFECTED ADJACENT PROPERTIES. - -- — - — — COMPLY WITH ORDINANCES AND CODES OF WAI, -MART 69625 GOVERNING hIUNICIFALITIES. I)I_:P'I'. SPORE 35200 -- ----- - - - - . , HEAVY Y o�trr PAS/ i J.1C� 1' U U I) MKT. `I' . 28000 � Et1C. llRUG STORE 8925 DOCA — -- !v ov.. f,UCAL SHOPS 60000 _ TE s TOTAL 2017 50 s . f . _ -- " 1 64I325 s . f . (I 5sp. / 1000 s . f C 3_925 s.f. (a 10sp./1000 s.f.= 370 sp. z. 'r()TAL It[QD. sPncEs 1195 sp. _ -- ----- uj i PAV I NO SPECIFICATION.- (2 r PAY iN6 sP�CIICICATIOIV (cy:GK )"c - r. � ,:1 k►FAvy �� —MART J BYRONS - - -- W CDURsE 3,, HEAVY DUTY PAVING - I211 STABILIZATION BASE RR 82 GL DEPT STORE �s�o�r _ ��s • ��H �r BINDER `� S F 4 4, 0 0 0 S F �� ASPHALT SURFACE �4,Sf 'o"- SHE[ "�� (TYPE 5-31 r i PRIME COAT 0.25 6AV59.YD. LIGHT DUTY PAVING - I;z11 STABILIZATION BASE LOCAL - ASPHALT BINDER 6400 2" ASPHALT SURFACE SHOP /O (TYPE 5-31 SSE NOTES UNzl5f{ PQl//NG PRIME CURT 0.25 SAL/SA. YD. r . . . • FIRE LANS� - _E�I � CONCRETE PAVING (.0 PORTLAND CEMENT O CEc"r• L. /G4.I C-TYP.) �D G CONCRETE SCE WA,_ rwRr vwc,s. �-c 5svr✓v� G? �� c4l �_ L I�tXr parr, PAv,,� u - f �') pp- 3500 PSI STRENGTH T'. �---I EXP,JTS•ri 60 O.C. LJ TC,�'t1�5 tr . 4 50�L L q M CA.1 �a 1 y NOTE: 1. MATERIAL AND INSTALLATION SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE SPECIFICATION OF THE FLORIDA DEPARTMENT 'ems �c OF TRANSPORTATION 'STANDARD SPECIFICATION FOR ROAD AND BRIDGE E1 NJ � � I CONS f RUC f I ON.' Ld C� ' I CD2, THE FOLLOWING SECTIONS WILL APPLY: p A, STABILIZATION OF SUBGRADE SMALL BE IN ACCORDANCE WITH SECTION 160 OF FLORIDA D.O.T. SPECIFICATION, TYPE 'B' REQUIRING A r U I LIMEROCK BEARING VALUE OF 40, �n J J 1 Q) C 5 B. LIMEROCK, SHELL, OR SOIL -CEMENT BASE COURSE CONSTRUCTION 1 T SHALL 9E IN ACCORDANCE WITH SECTIONS 200, 250, AND 270 OF FLORIDA CDa D.O.T. SPECIFICATIONS, RESPECTIVELY, In CD L S C. PRIME AND TACT COAT FOR BASE COURSES SHALL BE IN cc, -� e ACCORDANCE WITH SECTION 300 OF FLORIDA D.O.T. SPECIFICATIONS. > D. ASPHALTIC CONCRETE WEARING SURFACE CONSTRUCTION SHALL BE z * IN ACCORDANCE WITH FLORIDA D.O.T. SECTIONS 320, 330, AND 331 FOR Q TYPE 6-3 PLANT RUN ASPHALTIC CONCRETE, ar 3' CONTRACTOR SHAL. PROVIDE FOR TESTING OF ASPHALT INSTALLAT!ON FOR J :OMPLIANCE WIrH DESIGN CRITEFIA AND REALIREC THICKNESS AND SHA'_ REPLA,;E ALL NUN -CONFORMING MATERIALS A' uIS OWN EXPENSE. 1D F' LI �rI txsrY Cal Q SITE PAVING/L'OUT LEGEND DP PRLIPERTY LUt£ Pl. EXTRUDED CURB EC } I r PAViliG LL(iF{'i GUTTER CURB GC �DUTY PAVING HEAVY cu" CUT CC _ I_L L (�� DUTY %C u ►--I 9 I DUKPSTE.R PAD DP aCL (` FUTURE BLD p I p ElI 35,000 SF DETAIL REFERENCE LEGEND-_ a DETAIL OL. a 6 REI'ERENCED ITEM NUMBER 1•'URMI:D CURB G/C4. 1 Ica• F:X`i'RUI)F:h CURB CUNC CURB/GU'1"1'F:12 H/C4 . 1 � � V) (7F �CD CfIRB CU`, I' /C.4.1EI zee I I>F:WALK F.I)GI: J/C4 1 .- 1 1)!:WALK C. J. K /C4 . 1 t ;1 I T ]:VIA L K F; 'J Q C4 1 -- - - C,� .►••- IIANI)ICAP DAMP- - I)iC4.-1 X 1 ) [ 1 M 1' S'I' I : R P A h E / C Iio 1,1,AI?1 0 1`1 RI: 11Y1). +'. BUI,LnIZII C /C'4 . I I — \� PI ICI: I,AN!^: S'1'R1 PI; L,/C4 . I O U T L O T NOTE --- ---------- OU rLOT NOTE PARK I NG S'i'R I C'1: U,v,Y,7/C4 . I \ PAINT "STOP" SIGN P /C4.1 _ 1 MAXIMUM BUILDING SQUARE FOOTAGE SIZE SHALL MAXIMUM BUdLOING SQUARE FOOTAGE SIZE SHALL 8I ofZw� S-roRN� PA I N'I' ARROW — MI /C'4 _1 _ _ IT u BE �500 sGz.FEET, BE 4oco 5z FEET. BhSli`1 i3A5lNI \ --------- — - � • PnIN`I' "Il'C'AP" SYMBOL M/C4. 1 PwAAv I NG C:IlAI)1: "II'CAP" SIGN S /C4. 1 BUILDING HEIGHT SHALL BE ONE STORY, BUILDING HEIGHT SHALL DE ONE STORY, OU7LOT NOTE O`l'Ill•:Il GRAllE S IGN; R/C'4 . I LAYOUT AI � ' MAXIMUM BUILDING SQUARE FOOTAGE SIZE SHALL PLJ N ti BE 4000 50• FEET. BUILDING HEIGHT SHALL BE ONE STORY. \ 1 �Lt-45F1 "TIE. - -- -- - - — (,T•YPIC/lL) _— L 4 _ s . INC OJEU1 All hF DATE: 12 -A-2`94 ,ram � 92 'T. A F_ (L �ME G/> R- L E 6,lof,a LEG vl, LOT G oR --_ I - III EXTRUDED CONC. + r FIN . CURB ----------- GRADE ASPHALTIC 'POPPING40 APPROVED BASE — APPROVED SUBGRADE - NOTE: PRO VT DE EXPAN JION JO 1 NT] ; I N CURBING AT e)0 U.C. SECTION 00 EXTRUDED CURB F N.r.s. C4.1 r:D(;F 01: WALK -, 4".WIf)E Prij. S'I'RIPI'S o uj 1.0CATIi CLEAR Ol AI 1. RAMPti I`rl'I' AL =LA�NEO PA KING PAVING ---� - O ( c'' PLAN 91) FIRE LANE STRIPE L N.T. S. C q,. FIRE LANE ssuoi IMILAR TO - ETA I L S/G4.1 1---' ELEV9M TRAFFIC SIGNS N.T S. A. SIGN MODEL NUMBERS AkE AS MFG. BY BEST GRAPHICS EAST WOBURN, MASS., OR APPROVED EQUAL. 13 WHERE SIGN DESIGNATION 15 SHOWN ON SITE PLANT 15 FOLLOWED WITH A "P", PROVIDE SIGN MOUNTED ON STEEL• POLE,W/ TOP OP SIGN�8'-0" ABOVE GRADE. SET POLE 1N 12 DIA. CONC. Z•10 DEEP., C. SIGN SIZES TO BE 18"X 24' U.N.O. p, SIGNS TO BE ENAMEL PAINTED ON 16 GA ZINC COATED STEEL. 3 BOLLARDS PER " riYDRANT CLEAR ALL -� 3 > 3-I� -- --1 - UNDERGROUND r UTILITIES• SEE i C - BOLLARD DE -FAIL NOTE: BOLLARDS MAY BE OMIFTED WHEN + - TRAFFIC IS FIRE HYDRANT• --- --- SEPERA'FED FROM SEE SITE MECH. HYDRANT BY PLAN FOR LOCATION IONSHOWN ON CURB N SITE PLAN. I PLAN db _FIRE HYDRANT BOLLARDS ! B KTs: C4. 6" 2#2 x 2#3 a 12'-0" CONC. CURBS - -- ONLY a o HOLE 6"-0" LONG PRECAST 3000 P.S.I. CONC• \ CURB W/4x4x4/4 M n � - •. FINISH GRADE --- f 18" LONG x 1/2" MILO ---- �I� ,O STL• PIN W/2@0TR•POINTS, +I SINK INTO PAVEMENT II N APPROX. 12" I� NOFF: USE 6' LONG CURBS U U.N.O. WHERE PRECAST CURBS _ ARF CALLED FOR. CL PARKINJ SPACE PLAN 90 H'CAP SYMBOL M N.7. S. C�,. ENAMEL PAINTED PER STATE CODE ON 16 GA. Z I NK COATEDSTEEL 1 1/2" 0 STL- PIPF GALV. \ CONC. BASE--1 1 0 1 co F'I NISHED GRADE 1 0 n' N Go e 12 ^ ELEV Ab TRAFFIC SIGNrs N.TS. C4.1 M,J'',: I,;XPO:�L:D Po:(TION OF ';T1_ P1Pis TO BE PAINTi-A) Al AI.Th;I(NATING 6" ''rJIDE BAND6 OW YELLOW AND BLACK PAINT AT 450 TO H01(IGONTAL. - ROUNDED CONC. BOLLARD - — CONC:. PILLED 0 6" 4) ::CHL:DULE MI 40 STEEL PIPE 9" 6" 9" CHAIIFEIi EDGE N - - - - � r�Ir1iSH GiiAllE - _ O I CONC. BASE - - 2'-0" SECTION fflb BOLLARD C N.TS. C4.1 FTN. (-,RADF SFF SITE, PLAN - 6„ - CONC. COMBINFI) CURB 6 curTr;(( ASPHALT PAVING 6 _ . _ o e ASPIT AL, I TFIIcl:til:SS VAR II- 12" --_ W/ PAVINc 6'2' --- - -- lI 1/2" - -- DFSId:N - --` AP1''ROVED SUBGRADE APPf(OVP:U BASE NOTE: PROVIDE EXPANSION rnINTS IN CURBING @ 20'-0" n.C- SECTION Ob CONC. CURB/GUTTER H N.T.S. C4: 0 PAIN'l1:1) R" WIDE ARROWS ' Al' UFNI'FP 1.1';,_ OF -r -41 SHnW OPP. HAND Fnit LEFT TIIk'; BAN 9b PAINTED ARROWS IV id 7.5. CCINC 1 ED � BE I I Yi0 S F qP BAP RAISED SWA EDGE VOP CURB HERE CONC CURB TO TIE WATERTIGHT INTO CONC SWAL_E cy w EDGENG d w PAVING SL_LIPE INTQ BASiN PLAN M CURB cut(�T �C4.1) VARIES SEE SITE PLAN CLEAN -- -� TOPSOIL CLEAN - TOPSOIL TO BE MOUNDED BACKFILL TO ALLOW FOR I ° \ SET'fLTMENT TOP LIMIT COMPACTED EARTH SUBGRADE N FOR EXPANSIO& & CONTROL JOINTS-� SEE FLOOR PL N _ CANOPY COL. CONCRETE - C.L. o _ I - DGI �0 mil a a� BLEND W/PAYING 2'-0" ¢1'-6" PAINT WALK EDGE LIMIT PAINT @ JT. `T'RAFFIC YELLOW -- — CONTROL JOINT CONT. CONC. SIDEWALK - WIRE M1 '11 RLINF ASPHALTIC TOPPING - APPROVED BASE t ®•� __ 1 #5 REINF. CONT. �11 ll -APPROVED SUBGRADE 4--'r` C.L. OF --- DIVIDING 2'1 2" 8' LINE OF I -- -- - -_-1 TRAFFIC 1 4. PLAN (M PAINTED"STOP SIGN P INI TS C 4.1 r. PLAN 9D PARKING STRIPE U RT.S C4.1 Q"-FRAFFIG YELLOW s,raipes (IG MIL. lo•O" THICkf-4ES S)G 9-4' _O I N ' FL►GE OF cuaep on slv�W�uc L 4" YeLLOtiV P/sINT RETuctt� _ PLAN 6) PARKING STRIPE Y RT.s. C4.1 TURN UN. 3 SIDES---- 12" DEEP CONC. DUMPSTER PAD 9'xl2' NUM SEE SITE PLAN PER LOCATIONS ALLOW AT LEAST 2 PADS U.N•0• ON SIFF PLAN ALTERNATE---- � LOCATION EACH SIDE OF PAD TE: TAKE RE NOT 10 �TURB DERGROUND ILITIES 3OLLARDS SEE SITE PLAN -I -- FOR BLDG. LOCATION O O-- 2'-0" T N 2 BOLLARDS PER DUMP PAD LOCATE AS SHOWN OR USE ALTERNATE LOCATION WHEN PAD IS PLAN CiU� nTER PAD � NOT ADJACENT 10 BLDG- N.T$• C4.1 60 o CONTROL JOINT @ r SIDEWALKS AS 1 SHOWN ON PLANS FILL W/MASTIC SECTION (al SIDEWALK CONTROL JT. K N.T.S. wx P . JT 0:1 AS SHO'v)N 0;: PLs,p; PIi.O VIDE MIN . OF " S1!7P 3'T;1I F F,P 3 METAL STAKES Vy, j AT EACH SIDE OF JT- I X 31-1ED'"r00D ST;�IT' FULL SIDEWALK 'vJIDTH {I I( WIRE MESH c3�INF. u j TEZMINATES `: JT. SECTION Q SIDEWALK EXP. J T. NTS. C4.I 33 PARKING STRIPE v C4.1 g'•pu pJ'_7" 1:11" II' Co" 9' ?..1,2,. 7YP. SPi]GIIJG I:II' r, 1=�GE OP cumia $I�E1M.Gl..Lt .4" YELLOW Pptwj"i ccETuGtnl _ �/ I A - -�/ `N / =i"TRDFFIG I C\\\ Y __LOW P,T cc l vE5 L�\ PLAN 6) PAROLING STRIPE MTS. C4.1 II ' B �N\ FIRE HYDRANT FLOW READINGS \� FLOW: _ GPM �� RESIDUAL PRESSURE: PS I �\ STATIC PRESSURE: PSI F' I TOT• PRESSURE: PS I READINGS TAF.EN BY: DATE — -- ------ cf i, '�';, „I� , •I( — REVISION, LOCATION OF READING: — --- ram. t ,I,--`�-1 rc�- 1 r•� - I FN wl` rr�-1 - � SIFE MECHANICAL MATERIAL SCHEDULE IU g" LINE MAIERIAL GRADE ON SIZE OFF ;-TIE MIN Eric. fIFE r;fE HAP BED P'IILL EED u'FILL wM 12i1 D�K �- ov.. 1 E S Cocwlx SEWER UCSCJ/�35 "N0 ,�9N0_ S9JYO- �l4/O_ O - - ---- --'`` = 8" w�t2- sK 7 WAIEP �ii�„ R/0 s/O �L�i/Yp s�`iCY� 34 FIFE P1/� _ _- 0 - _ A/D ,F9iy� d4&v S9 ------ GAS 3" 10' - ----- , 1$ � WAL-MART J BYRD�IS ( i EARIH BACKF]LL SHALI BE OF SIMILAR HAfEP1AL AND ;(1Hr�.iC' I=�; � Rf�—��_�� STORE �. �� Sfkl1CIUF'AL EARfII IiL, SEE EiCA'JAIION NOTES' 81,911 SF 44,000 SF `` STONE HACkFILL SHALL PE �,4" f0 I-1•�" D1AHE'EF I'�Z MODIIIED FROL S C W .{� FIFE BEDDING SHALL HATCH PIPE BACKFILL UNLESS NUIED H5 +r! i+E_ VIM SIVI SAND 5HAL1. EL CLEAN AND WINOUI DELE(EuI=US H�;IEf�lu� r----- t,EFEF: 10 'GENCH DUAIL ON DRAWINGS FUR, LIMNS �J1 H' •JNC 3A, wM V -rYP. @ �- t� �" (II 10' r rG D-( L O CA L � � IESIIrIG OF IPENCH EACFFILL COHPAC!ION SHH�, N� EL QOIPEL �JN.t 1 IN w Jay n DASE PIE, ALt.01'IANCE` - F 6400 I HN "OFG SIZE" LINE i'S A LINE 1N a FIGIH-OF-WN, UI, ,;TqL[ \� < ��r� ANC IlCf ,F ICALLI WITHIN PROJE FFOPEF liNEo SHP TS"� - - < S�A AN "ON 91'E" �=INE IS Gi LINE WIIHIN PROJEL! ;ROFERh LINES HND NO! WifHIN A UIILlh EASEHENI OR P1GfH OF-WAi. FUk LINES FFtOM 5- OF s' ` n �� J�1/ - (r'OIOSK+D BUILD[11GS AND INSIDE F'EFEG IC EUIIL'ING iL�+(I +NE' F� - 9 ol, NE 'HAT fJ DE DNSiRUCfED AIIG MaIN'aINE C; A Lf i(J!IiU lli SHALL H OF HAfEFiAL5 AND INS'i.LL07 "Ii •,` �iF.t_�E ld , �"► rrd-I ! to -UTIL- WATER i II - _ ` - - - NAM{ GIT / HALL �~�\ • - � nDOTZE_ss 300 'VPARK DR EM �n PALJL MVDR� I J C (INIAr-T c� z 305) 32z- �J�l r zoo a ''•�. � C Fr -IONS U"T"IL. - -- SEWER -------______-- _ - - _ - t ��"✓y • - • " II !ice C3 ��►{ i< Z NANF G ITY l><A L L - - - -r`fP- I - G 300 IV PAKJC nK - -- I � �.�� AhDTZEss------- l� Cam" Q . _ter �a✓s 5,4 A) FC AD , FL • .3 Z7 7( -400 PAUL MDC�K� - - - -- rONrnri I -p 00�- cg- l 3D5) 32'L '3/ l I F-cT Z¢D I �� - - - --- j (Y PHONE - - - - beg - a� - GA •► uTIL. — s } --- I 1 10 - '' (�� NAM FLORIbA PUgLIG UrILIry GD. -- r AV ADDRESS -- F L. 3Z7// •I;z • di I IIeJM CON TACT — — --- - -- ----min PHONE (3o5) JZ-Z- 5733 _ -- --- in v Q o -- SITE MECHANICAL LEGEND 2lGAS ME7CEme-g5- !, r 4 SPRINKLER R.LS£R SR 1 WATER — W — 1 roF "4 1kti FIYLX'E11 rr 2' rYP. 5.) w/�A� �IQr Ta- I WAt*4a_E OMH WATER EXIST. WE & T8- I r>3 I Lo -�---- FN. N µp�-1} M-E EXIST OMHE SEWER — S IDS p , 1 I VALVE —� v SEWER EXIST. —S£— VALVE EX.IS"T. —DQ vE GAS — G — I -�l N 3 x ZI ` t-4� l I GAS METER ❑ GM GAS EXIST. —GE — �- SR- I CL CIS FUTURE B L D C GAS I Jot EXIST. EXIST. ❑ GME FIRE PROTECETER TION —F — o -�11 35,000 SF a FIRE PROTECTION —FE— �- I WATER METER WM rr (,t, G �{ Y� WATER METER �.� EXIST. ❑ WME FIRE HYDRANT FH 11l p FIRE HYDRANT '�^�' �- . ALI10 -rE3. 1 .. ff CLEANDU7 O co EXIST. `J FF� 1 C� O -8" sly �� FN DETAIL REFERENCE LEGEND DETAIL -i REF'ERENCED ITEM NUMBER (y) THRUST BLOCK �Ta-I ,r8-z) G/C5 . 1 , � >— y< (o �� I FIRE HYDRANT H/C5. I X F _ __-__ ..• �- � � 1 SEWER CLEANOUI' J/C5.1 GATE �' �" T�-I v • WATER METER GRADE BOX K/C5. 1 DROP MANHOLE L/C5.I YAL/E Nth V 5TJ E. MANHOLE M/C5.1 LINE STUB N/C5.1 , HOUSE SEWER `I'O MAIN P/C5.1 SITE PIPE TRENCH Q/C5.1 �--- C 1 L PLAN IC" - — -- — VV�TF_R i r✓� art }— �� - e" IFAM -_.---___— DATE; f Z -� - - --- - -- _ Avfr Ar qZ I U. - -- ----- -- s-; T. A E rL LE6,iorJ I Ev Ol Lo G/�R - IA D 4'-0' DIA MANHOLE COVER GRADE -� NEENAH AR-1723 FRAME & COVER ADD COURSES OF BRICK TO BRING MANHOLE COVER TO GRADE b I r, "II NFLOW' I NVERT FLOW SEWER PIPE SEE SITE PLAN FOR SIZE & INVERTS H N 7" _ c � r I 6' -0" SQ. . N SECTION Q DROP MANHI y N. I y. S. I M —C.1. MANHOLE STEPS (12" O.C. NEENAH #P-1980-5 5" MANHOLE INVERT PER PLAN CONCRETE FILL - CONC. BASE L C 5.1 11 3� 9"FORGE J�y/;r� ,C.-ore A-essys- ! wsj,, A Ta Abt g711w/ Jesse/ CIA //V W: rd L %S4?ni�sf, i4rrestor Ai faad n4 A A fi3�y�NT 4/NE 941/6 HALVE /4"FORCE• oAl4.1 / Go �-�' Lil�iil,� TER �fA.vNa1.E �oY€R ,,gyp Ps Z' Pi'cs,5r/IG .4ew je y (�fe 44 sJ f J " ra".,�f J164 v B PRESSURE SWITCH BOX C- lr.J. I AT LOCATIONS SHOWN TB-1 OR TB-2 NOTE: BEARING \ ?• SURFACE: AREA i DUCTILE nON FIRE LINE; FITTING WRAP FITTING W/D2 #5 REBARS EMBEDED ( b INTO THE: CONC. D N ` SECTION M THRUST BLOCK G N.T.S. rod �c— 5 — .) MANHOLE COVER GRADE --7 \ NEENAH #R-1723 FRAME & COVER j ADD COURSES OF BRICK TO BRING _T_- - MANHOLE COVER I TO GRADE I � bi-�---�----•�` DIA. 4'-0" DIA. —C.1. MANHOLE STEPS @12" O.C. NEENAH #P-1980-5 5" - MANHOLE INVERT z / PER PLAN - - CONCI?F:TF: FILL I .y o - " CONC. BASF: -1 I L T 6'-0' SQ. SECTION (5) MANHOLE m N.T S. `tee` I olr ' NfENAN Cove's f-1074 -C P oX /MslrC f/��sH Cr.Y ,L•r ilA/io�J � r e A, /. . 1 / 4.0 -tr., f&1A V a1 [ E 614/Ag atss�i Awemm V44 V,'- /0/r PREsSvAeG•111[ 3e "".0 cowc. 'R '0/et iYtoueeN �o �sr Y.yq[..4fU N"PML L t9j b /"6Arif mve ,..: Ar 101A* PdNErfArJ6AlS �GROur 4 " AV 4CO 40AIAI �. �M,ER/CAIv DAMI,,va Cr4'SS RES/c�Mr s rAr 6ArE IVALVS SAALANr C4N�. 9ASZ As Fly-`Qd/RfO �, I ►•••• i �D• 4'•M/NJ'X'rtifNfsf `CRUsN&D 5rov c more, !/dtbf P/r SNAa 4V W.4rERPMoa<' lyw " 1.4a SN.1C1 Afetr C/rY pF .SANfDRO SPEC1,e1eAr/QNS -PUMPING CONNECTION AS REQ'D. BY FIRE DEPT. HOSE. — O VALVE IF REQ' D. CONN. BY LOCAL FIRE ,- DEPARTMENT 7 CU. FT. OF' GRAVEL - FOR HYDRANT WASTE ---VALVE BOX KENNEDY F- G. 12I CONC.THRUST BLOCK " L4" BE'I'WEE:N HYDIrAN'1' SHOE. A TIE RODS � MIN. AND 'TRENCH WALL DO NOT COVER ° a F[,ANGP. W/CONC• `6" MIN. /' o %� o a 4 CU. F"1'. OF 3" STONE;. J( FOR SETTING BASE: �___ _ �- 6" GATE VALVE; AT PROP. LINE OR AS SHOWN KENNEDY L']G.71X SECTION IM FIRE HYDRANT H N. T, S. IRON PIN MARKER W/SHT. MTL. FLAG PAINTED SAFETY ORANGE: TAG DE VOT PENETRATE -:R LINE: gRKF:R \---yam ~ / INVERT OF STUB LINE AS SHOWN ON SITE PLAN ELEV. M STUB N N.T. S. C5.1 ,,—ALARM LIGHT ON SIDE 2-3"DIA (IS. POSTS IMBEDDED CONTROL PANEL NEMA 3R, IN CCidCAfTE TO SUkFA Z STAINLESS STEEL, QUICK SERVICE DISCDW4ECT 2 DOORS (DEAD -FRONT PANEL ALARM BELL - W PAD LOCK B HASP) (8' WEATHER PROOF UNIT)-- , ; v -- - - AUDIBLE ALARM SILENCER BUTTON METER- A W- --EMERGENCY PCINER RECEPTICLE t (JRE 4100 PYLE NATIONAL) LIGHTNING ARRESTOR AHEAD OF CCNTIROL PAWL JUNCTION BOXES W./ PLIABLE � (GE Oft EQUAL) GAS TIGHT SEALS 314" HOSE BIBB WITH 'r� - vi BACKFLOW PREVENTER 4•DI VENT WITH SS BUGiCREEN OA/ Host BIBS VAC � N IIIMAKER BA SEE NOTE■i�' CONE BILK CAST CONCRETE I Q �y 10 rr STANDARD FLANGED TEE W/ BLIND FLANGE OL ELEV Y 17•GO' v • ' o a EXIST GRACE 3/4' WATER LINE G%I I i / rCHECK VA - -PLUG VALVE Y �:uadC I I t -44- 6" 0 C E W01 LIWO LEVEL CONTROL A' CABLES TO BE IN ONE Col#wT PLUP POWER • LIFTING CHAIN I - CABLES TO K IN SEPARATE � COO&UT I -- 0 -r DUCTILE IRON PIPEP(MER �� • CABLE r a ' 1 • • , P� (M J) --LL 2 DIA SCH 40 3TArNLE55 r -FLOCH DRAIN STEEL PIPE -- - - _ —, - - - - - POURED CONCRETE F-WR A T WITH 6 a 6 W W M L-2 04 BARS ;¢avf tq- �7/ — fLTG7 LIQUID LEVEL I � _ - - CONTROLS -OR APPROVED EQUAL Nor#- L/rr SrArrom Advsr Ngvr- 4fIN B I I ¢ PRf551fE(i $w/rcN AUDIBLE ALARM ELEV X ,,� 10.00 D I I W - iw,&-fe o-f Eva vt} L_V� LAG PUMP ON ELEV Al l 600 B A, ARM LIGHT EAU PUMP ON ELEV 350 BOTH PUMPS JFF ELEV 1 0150 \ I ALSO ALTERNATE -EAR' - 6 \ • LAG SEQUENCE i A, ELEV T 27,Q0 GRouT- - — ~ (—' )—o 50 D 0 O ♦ • d J - v Z �6- 12 0 C E W ,GRAJEL\ ' JAL \ _ 3/41A.11 ANCHOR BOL'S - Tp ExTENO 7 INTO BASE So E T I v NT'S .1 ?4'(,,,h ALA Kr ; j( { 10 -!E:r --rEM I II I �511=�E WALL f CHECK v141-21 . FIrcE DEF "T, sIAMEISE. (fOW N ECTI ON 7?'" ALAr--M o VAL\/E 4P8' A PF4PcA/EC:' WALL IIJTDICA.T VALVE KE6G'D. PO s-f I W CIC.nTc 145 MOT f7lovID Pn6S Aeov'E. FTCy. u.rJ.o. 18" x 18" SQ. NEENAH #R.4055.10 - 10" 0 COVER SET IN BELL PIPE END E, CAST SH W/ WEIGHT ON SEWER LL SECTION ZE CLEANOUT E PLAN E AND N SECTION M SEWER LINE CLEANOUT J N. T S. I-joAq m C 5.1 FIN. GRADE 1 SLEEVE PIPE +2" FOR I" CLEAR ALL AROUND PIPE (E FILL W/ SEALANT PIPE SHALL PASS ABOVE FTG. 1 HOUSE LINE �:.� �� I - - MAIN SEWER 450 BEND —/ �\\ o ° FTG. PER FOUND. PLAN SECTION ft HOUSE SEWER CONN. TO MAIN P N.TS. 2�.-M.fl- r TLT``lP•/ J1, rLINE OF A o�rllr< CTr,IG 1 A'_A KM SL.J I TGF-I AFiI Dl'Alf`1 ViAu- ELEV. (d) SPRINKLER RISER BLDG. WALL WATER METER VALVE ' & BOX BY G.C. UNLESS FURNISHED BY UTIL. CO. SET TOP FLUSH W/ WTR. METER ----� AS REQ'D. BY FINISH GRADE UTIL. COMPANY a I as O H of - N a a5 O FIN. GRADE a- H z aaa •¢ a >aw I 14 ' DOMESTIC / WATER RUNOUT -77 DOMESTIC --PIPE TO PASS WATER LATERAL ABOVE FTG. L-- CUT OFF' y FTG. PER FOUND, VALVE. IN LINE, SIZE TO MATCH PLAN LINE, BY G.C. UNLESS FURN. BY UTILITY CO. ELEV, Q WATER METER GRADE SOX K N.TS. 1�A M (.51 FINISH GRPDE ELEV. AS SHOWN ON SITE PLAN BARE #6 COPPER CONDUCTOR BURRIED T-�SUBGRADE ELEV. 0 TOP OF TRENCH FOR SPOTTING BY — DETECTOR � C . =' = -I EXIST. EARTH V) x £ COMPACTED BACKFILL u N TIGTITLY COMPACTED CLEAN BEDDING -�' NON-METAL I C PIPING OR CONDUIT �,- AS APPLICABLE ZIl - �T TRENCH _ WIDTH AS REQ'D SECT i+l PIP' TREI�M RT S. VC 5, 1 12.. I OC 12 Z lFElU� N.7. S. G�.l I 10 �OI 0,c v GENERAL SITE MECEIAN 1 CAL NO-F ES OBTAIN ALL NECESSARY PERMITS AND PAY ALL REQUIRED INSTALLATION AND SERVICE TAP FEES, ACCESS FEES, AND IMPACT FEES, REFER TO EXIST SITE TOPO AND UTILITY SURVEY FOR INFORMATION OF EXISTING UTILITIES, DIMENSIONS SHOWN ARE APPROXIMATE AND MUST BE FIELD VERIFIED AND COORDINATED WITH OTHER TRADES. EXTRAS WILL NOT BE ALLOWED DUE TO LACK OF COORDINATION. ALL SITE MECHANICAL LINES MUST BE TESTED AND APPROVED BY LOCAL INSPECTORS OR UTILITY AUTHORITIES AS APPLICAPABLE PRIOR TO COVERING OF SUCH LINES. COPIES OF UTILITY APPROVAL MUST BE SUBMITTED TO ARCHITECT BEFORE PAYMENT FOR WORK CAN BE AUTHORIZED. �-i'6R M1�Ct�Ct OJ�s FIIzF•L.1��+1`s Ml.l��' �� (..l.l- •r�Piai�al�JD . SANITARY SEWER ALL SEWER LINES SHALL BE INSPECTED BY LOCAL MUNICIPAL AUTHORITIES HAVING JURISDICTION OVER THE PROJECT AND BY THE ARCHITECT BEFORE COVERING OF ANY WORK WILL BE ALLOWED. SEWER SHALL HAVE MIN 1/8' PER FOOT SLOPE UNLESS SPECIFICALLY NOTED OTHERWISE ON DRAWINGS. REFER TO DRAWINGS FOR DETAIL FOR GRADE LEVEL EXTERIOR SEWER CLEANOUTS.REFER TO HOUSE CONNECTION DETAIL FOR CONNECTIONS OF SEWER MAINS WITH )LOUSE LATERALS, PROVIDE TOP ELEVATION OF MANHOLES AS READ. SEE GRADING PLAN FOR FIN ELEV, FIRE - SPRINKLER ALL SPRINKLER MATERIALS AND INSTALLATIONS SHALL COMPLY WITH NATIONAL FIRE PROTECTION ASSOC. VOLUMES 13 AND 24, SEE DRAWINGS FOR RISERS AND HYDRANTS SYSTEM SHALL ALSO COMPLY WITH APPLICABLE PUBLISHED STANDARDS OF FACTORY MUTUAL SYSTEM AND INSURANCE SERVICES OFFICE OF STATE OF PROJECT LOCATION. POST INDICATOR VALVE IF CALLED FOR ON DRAWINGS SHALL BE MANUFACTURER AND MODEL AS REQUIRED BY LOCAL FIRE DEPARIMEN1. HYDRANT FLOW INFORMATION IF PROVIDED ON THESE DRAWINGS IS SO PROVIDED ONLY FOR CONVENIENCE, CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING HIS OWN FLOW READINGS FOR PURPOSES OF DESIGN, NO WARRANTY IS GIVEN CONCERNING CORRECTNESS OF READINGS SHOWN HEREON. PROVIDE THRUST BLOCKS OF 3000 PSI CONCRETE AT ALL ELLS, AND OTHER CHANGES IN DIRECTION OF FIRE (SPRINKLER` LINE, SEE THRUST BLOCK DETAIL. PROVIDE BOLLARDS AS REQUIRED FOR PROTECTION OF FIRE HYDRANTS AND POST INDICATOR VALVES WHERE SUCH DEVICES ARE 1101 PROTECTED BY CONCRETE CURBS OR OTHER BARRIERS, SEE DETAIL ON DRAWINGS. SANITIZE FIRE LINES BEFORE PLACING ANY SUCH LINE IN SERVICE. MEET REQUIREMENTS OF LOCAL AND STATE HEALTH DEPTS, FOR SANITIZATION, DOMESTIC WATER ALL LOCAL SHOPS SHALL HAVE INDIVIDUAL WATER METERS, REFER TO FLOOR PLAN FOR APPROXIMATE NUMBER OF REQUIRED WATER METERS, SANITIZE WATER LINES BEFORE PLACING ANY SUCH LINE IN SERVICE, MEET REQUIREMENTS OF LOCAL AND STATE HEALTH DEPTS. FOP SANITIZATION, GAS ALL LOCAL SHOPS 10 HAVE INDI';IDUAL GAS METERS. REFER TO FLOOR PLAN FOR APPROXIMATE NUMBEF OF REQUIRED GAS METERS. LLIr-T 6TArIoKi IWFOFtMAT10tA SUMP DIMENSION _.-- VOLTS SUt II' MA'I'EI2iAL C a1IC. , - PI EASE IMPELLER SIZE I M"G. HEAD 3L MODEL - GPM I I 0-- _.- 'TYPE - 26 PL-EX H. P. Q-- ---- -- GENERAL NOTES � l.ALL EXPOSED METAL SHALL BE PAINTED WITH 2 COATS OF EXTERIOR Etl L PAIKT, 2-WET WELL AND VALVE VAULT SHALL BE COATED WITH EP214 EPDXIMA'.ST TYPE 3151 INSIDE AND OUT ( TWO COATS, 9 MILS EACH) 3 BASE AND FIRST RISER UNIT TO BE CAST MONOLITHIC 4 PRESSURE GUAGE SHALL BE STAINLESS STEEL, 'WITH STAINLESS STEEL DIAPHRAW 4 I/2" DIAL AND RANGE FR09A O 60 PSI GUAGE SHALL BE ASHCROFT OR APPROVrED EiOuAL 'S VALVE VAULT SHALL BE SIZED TO PERMIT EASY REMOVAL OF CHECK VALVE SPINDLES WITH MINIMUM CLEARANCES AS SHOWN FOR 6" DIAMETER PIPES AND SMALLER CLEARANCES SHALL INCREASE AS REQUIRED FOR LARGER PIPE SIZES 6 VALVE 'rIAULT SHALL HAVE SEALED FLOOR 8 DRAIN 7 ALL LOCATIONS WHERE PIPES ENTER OR LEAVE THE WET WELL VALVE VAULT SHALL BE MADE WATERTIGHT WITH WALL SLEE'.E OR NON -SHRINK ROUT 8 PUMP LIFTING CHAIN SHALL BE MINIMUM 3'8" STAINLESS STEEL CHAIN 9 THERE SHALL BE NO VALVES OR ELEr.TRICAL JUNCTION BOXES IN ''NET WELL 10 ACUUM BREAKERS OR BACKF L pW uT,E /E,,,c cr; SHALL MEET THE REQUIREMENTS OF THE UTILITY SUPPLYING WATER 11 CHECK VALVES SHALL BE 1-EVER AND SPRING TYPE AS MANUFACTURED BY KENNEDY. MOH, OR APPROVED EQUAL 12 WET WELL B VALVE VAULT COVERS SHALL BE ALUMINUM WITH 316 SS HARDv"E AND LOCK AS SUPPLIED BY FLYGT CORP OR E(xJAL SIZE AS REQUIRED BY PUMIf WAhtpMCTU9L A. 13 PLUG VALVE SHALL BE DEZURIK, HOME STEAD OR APPROVED EQUAL 14 FLEXIBLE COUPLING SHALL BE SLEEVE TYGE, DRESSER STYLE 38, SMITH BLAIR 413 OR APPROVED EQUAL PAS T"'a:tf1M� Cl�JA1 r(" Rt �. (T` R..) I 0 041 .00 i w 14, U, S. >IwY /7 92 L E I -Er, DA Lo•r CONNECTED LOADS: DESCRIPTION KW DISCOUNT STORE LIGHTING MISCELLANEOUSQ AIR CONDITIONING Z(p0 WATER HEATING 0 TOTAL 60b AN`1'ICIPATED DEMAND 4W KW FOOD STORE COKING, 1/0 LIGHTING 14?_ MISCELLANEOUS 0-11 AIR CONDITIONING 13,11) REFRIGERATION 300 ELECTRIC HEAT /5 WATER HEATING 3v TOTAL 972 ANTICIPATED DEMAND 116 KW DRUG STORE gLr rrI(, grwr .0'6 LIGHTING 3z. MISCELLANEOUS ZI AIR CONDITIONING 150 WATER HEATING 3 TOTAL ((oq ANTICIPATED DEMAND q7 KW LOCAL SHOPS 485NOP5E&P M001,c 2COA/200VI-1P ELEI-1f, G 064-r l 0 LIGHTING 4 MISCELLANEOUS 5 AIR CONDITIONING /0 WATER HEATING TOTAL ANTICIPATED DEMAND _b 22 KW CIEP KTMF_W* STOKE ELECM16 IDEA-" 2O( LIGHTING MISCELLANEOUS AIR CONDITIONING _P _19b WATER HEATING 1- TOTAL 5617 ANTICIPATED DEMAND KW FUTURE BLDG 35,000 SFr SITE LIGHTING FIXTURE SCHEDULE IOOOES TYPE CATALOG NUMBER DESCRIPTION A WGDH.1940 ;t80-400MH-BRP 4-WAY (HORIZ. 60.) 40OW B WGDH-1920-480-40OMH-BRP 2-WAY (HORIZ. SO.) 40OW C WODH-19IG480-40OMH-BRP 1-WAY(HORIZ.SO.)40OW AV WGDH-194VS-480-400MH-BRP 4-WAY (VERT. SO.) 40OW KV WGDH-193VS-480-40OMH•BRP 3-WAY (VERf. SO.) 40OW BV WGDH-192VS460r10OMH-BRP 2-WAY (VERT. SO.) 40OW CV WGDH-191VS-480-400MH.BRP 1-WAY(VERT.50.)400W D WGDH-191FM-480400MH-BRP 1-WAY (FLOOD) 40OW E WGDH-192148040OMH-BRP 2-WAY (TYPE 1) 400W G V/GDH-1913.48-400YYI-8(() 1-WAY(TYPE11)40OW G - 1 WGDH-1913-20"WMH-BRP 1-WAY (TYPE 10) 40OW J WG0H-1923-•W0-400MH-BFiP 2-WAY (TYPE III) 40OW AV- I WGDH-.Iq4 vg-2vD -4c0MH 4-WAY (VENT. SO.)4c)Ow WGD-TRS-39-11-DM-PP 39'POLE STEEL KV-1 W00H-193V8-208-400MH- 3-WAY(VERT SQ)400M E-I WODH-1921-208-400MH-BRP 2-WAY (TYPE 1)40OW S CONFIGUR,4T/ON FIXTURES ATED ON THE I IV,.. C. CV. 0. F. G ARE APPLIC- r LOT2 L �1PARKING '{JTypes B. Bv. E. J POLES, F'IX, , AND OTHER IALS & LABOR 3 � � lypsKV NECEWARY FOR INSI eLLW�JJY ARE I THE CUNT. 4 ��) Typos A. AV. XV 'r 10 i tti-o F.�USTlN6 FOU(P-K LINE HOUS AMEL 'A' SHALL CONTAINt 1. 1-30/3 SERVING OUTSIDE LIGHTS 2. 2-20/2 SERVING OUTSIDE LIGHTS 3. 6-20/1 UNDER CANOPY LIGHTS 4. 100 AMP MLO 5. WEATHERTIGHT CONSTRUCTION 6. 2-30/3 CONTACTORS SERVING OUTSIDE LIGHTS VIA PHOTO -CELL 7. 120/200 VOLTS, 3A 4 WIRE, WYE HOUSE PANEL '8' CONTAINt 1. 10-20/1 SERVING UNDER CANOPY LIGHTS 2. 100 AMP MLO 3. WEATHERTIGHT CONSTRUCTION 4. 1 30/3 CONTACTOR SERVING UNDER CANOPY LIGHTS VIA PHOTO -CELL 5. 120/200 VOLTS, 3A 4 WIRE, WYE HOUSE PANEL 'C' SHALL CONTAIN: 1. 2-30/2 SERVING OUTSIDE LIGHTS 2. 1-50/3 SERVING OUTSIDE LIGHTS 3. 3-20/2 SERVING OUTSIDE LIGHTS AND SIGN 4, 10-20/1 SERVING UNDER CANOPY LIGHTS 5. 200 AMP MLO 1-60/3 AND 3-30/6 CONTACTORS SERVING OUTSIDE LIGHTS AND SIGN VIA PHOTOCELL 7. 120/208 VOLTS, 3f, 4 WIRE, WYE 1-1E'rEF2 s-a=,aaa=assasauasnaamx.xa----aaaaxx-aaaxamxayrams� CE1,A1-E-7R SCHEDULE METER =aa-_n-a_xns MAIN FEEDER aaaan::.sxaa xaoxoaa NO. METER-DISCONN -.............' CONN REMARKS CENTER COND / WIRE 0 EA AMP / POLES LOAD as=.mac== 6FOKF- sa»»asax LJ- o GcJ mmx as aaasaaaaaas- I - 2 0/3 aaaxa-ma cj 7Z comma as (/OCi -------1 __�` -- - ------------------ ----- -----r- D06, MKC-_ - (2) 3Y/zu g4r 3`_� rticM cv - I - &c o / 3 - - - - -- - --- -- - 1 A �- --- z0bIlZO MG-A (2) 3'/2° q �t: 5 - Zoo/3 19 0 --Your-- 208/120 ------- -- t�cr✓t G�. --- _ ------- UD�T -- ---- _ M(,-g (q tt s'ZQ°l3) I - Io0�3 1 `I' (o Z0g/1 Zo ------- �.co r^cr (car ------------ ------------------ --------G.r - MG G 5 --1-co /3 1 Q o 2 �8//ZO cu. iJ4L. MG-V 2.) 4-200/3 �'' 1�2 l cv. oar (2.) 3'/Z/'A W -7 HCHcd 1- -.--003 S��JnE (I) 2'/2;g4f4/o Wit-. c(J I -2FA/3 688 2"1 J/920 (11 3" -j--e 3r-,c>v4 1GJ 1-300/3 YOCr ------- MG•r, ------------ ---------------- (2) 3 /2- `I# `► - ----- z. -------- LoblIzo ------- Fop MCA Gu. ------------------------------- -------------- UOL( rr15"k r� 217/480 6ror e- "Grl co. 3 pt&q Yol r z v� Mcr1 CO. ------- MG-F ------------------------------- Cam) 3%1� � )=� - Z00/3 ----- Lo4 -------- OWIZO 00 �k cLF . VtPLr MG-G (2) 3'/2"1 -1ff:� �- Zc�/3 228 20,51M, boo Mct't Cu . VOW M � ( Z) 3Y2", q� - Lob /3 22 £3 MblIZO ,5co Inc til cd , UDl�1 mG Uzi 3�2", �_ 2�/3 22c3 1.�u1/20 6co M L -i 3 %2'i A ff � MON cc, - -2 I - 10 0 / 5 � 3 UoGT 1. SEE SITE ELEC. FOR APPROX. METER CENTEFZ LOCATIONS. EXACT LOCATIONS MUST BE TAKEN FROM "BLDG." PLANS. 2. ALL FEEDER WIRE TO BE ALUM. UNLESS NOTED COPPER. 3. LOCAL SHOP METER CENTER DETAIL SHOWN SHT. C6.1. 4. METER CENTER DETAILS SHOWN ON ELEC. "BLDG." PLANS. 5. SEE ELEC. NOTES SHT. C6.1. 6. PROVIDE MAIN DISCONNECT FOR METER GROUP (F/C6.1). GONDU I T /WIRING MATERIALS GC31EDU1. E UNDERGROUND LOCATION/USE CONDUIT MIN. COVER DETAIL PARK LOT LIGHTS PVC SCHEDULE 40 IV P/C6.1 TELEPHONE PVC SCHEDULE 40 18" B/C6.1 EXPOSED ON BLDG. RIGID STEEL -- -- STUB THROUGH CONC. RIGID STEEL VARIES -- PRIMARY RIGID STEEL 42' A/C6.1 [SECONDARY RIGID STEEL 36" D/C6.1 UTIL. ELECTRICITY FLOKIpA POW&A W LIGur Go. NAME ADDRESS CONTACT PHONE 30/ A10AW WA72-6 AVP-- 54A/-oAo , I L. 32771 bRuoE 5fff11tAl5oA1 4 KEA/ 60MAU6 UTIL. PHONE NAME ADDRESS CONTACT PHONE S011T11.6 AAI .5P�LL hoc? Al. 0&a Aj &e- , A00M 3?-4 62ALAAID0 , FL.. 3ZI?,o FAIL .goPAAA1/K (3b5) &41- Z o7/ UTIL. CABLE NAME ADDRESS CONTACT PHONE SITE ELECTRICAL LEGEND OVERH'D ELEC. -DE- LIalT POLE W/ FIXTUP P-5 AV-1 OVERH'D ELEC. UTILITY L LGHT EXIST. _ - 13EE_ ON Powt A pol-E, PP UNDER.G'D ELEC. --E- UTILITY LIGHT PPE oQ FaCla✓i11JCo pow E.I', POLf_. UNDERG'D ELEC. ,EE c,e.wTL.K (oK L� EXIST. rENAWT) 51&A OVERH'D TELE. -OT- SIGN POLE EXIST. O SPE OVERH'D TELE. _OTE- POWER POLE O PP EXIST. UNDERG'D TELE. -T- POWER POLE O PPE EXIST. UND£RG'D TELE. _ TE- - EXIST. DETAIL REFERENCEE LE d REFERENCED ITEM DETAIL NUM#ER T'FORM CONDUIT RISER A/C6.1 T'PHONE SERVICE ENTRY B/C6.1 O'HEAD SERVICE DROP C/C6.1 W HEAD RISER D/C6.1 T'FORM PAD E/C6.1 METER CENTER F/C6.1 GROUNDING ROD H/C6.1 PARKING LOT LIGHT P/C6.1 •,�n,, fir.,. �,�,:,� .,��;. v� "Ado UTILITY CO. POLE -- O BLDG. WALL TROUGH BEYOND SEE DETAIL 3"PRIGID STEEL RISER CLAMPED TO UTIL. CO. POLE I UTIL. CO. TRANSFORMER 7 CONC . PAD I 1 , SEE DETAIL I I I @ T'FORM PAD I 1 5'-0" 5'-0"�— --SEE SITE----- 5' 0"i TO RISER---"� TROUGH PVC RIGID RIGID RIGID STEEL STEEL STEEL ELEV. kb PAD T'FORK CONDUIT RISER N. T f (.00l E. UTIL. POLE --- W/PHONE SERVICE LINES !— BUILDING WALL VdMt-r /- 36"x48" EXTR. GRADE 3/4 _ P 00 ,ST. ALL T' b`` T ALL & PAINT TO MATCH awl I ALL L VC CONDUIT IQN. GRADE AND CAP j n - -� WI L CONDUIT TO BE 10' CLEAR HORIZONTALLY OF ELEC. SERVICE ENTRY ELEV. e TELEPHONE SERVICE ENTRY E N T.Q. - Ifr002 E v C- ,--- 10'-0" LONG x 12- HIGH x 12- DEEP 16 GA. GALV. RAIN'TIGHT WIREWAY L TROUGH - U.L. LISTED I�1� 1 oR N.f. A' F "� .Pt z-50 roc rl AL- V-0R FL I 7 BOLT ON FLUB WATER'1'I H11 _ 111lE)ER "S AS (REWIRAD WATERTIGHT HUB B]C U'1'ILiT COMPANY �"'' '� I HOUSE HOUSE PANEL SEE ELEC NOTE @ SITE SHEET FOR DETAILS RIGID STEEL-- —SINGLE THROW FUSIBLE GROUND CONDUIT HEAVY DUTY SAFTY SWITCH 4 4- H .-M --.A . 31I�AA I-aV'R- - N LOSURE W/LOCKABLE HA DLE i ul ' � 0 STL. CONDUIT STEEL CONDUIT ` SIXTH UNIT NOT ALLOWED WHEN 'HOUSE CHANNEL BRACE AS REQ'D PANEL- IS #OR PIPE CLAMPS USED W GROUPIN VI T SEE SITE 1 5`0- 5'-0" I ""—FIN.PVC RIGID STEELNOTE: TYP. DISCONNERADIUS PER CODE TYP SI'LE 'TO BE_ AMVOE- FROM UTILITY TRANSFORMER POLE TO SHOP PANEL. PVC - ---_--____POLE LIGHTING CK'TS., SEE SITE PLAN ELEV. OM LOCAL SHOP METER CENTER N.T.S. If.Oog E V (/°Yy V.I - SERVICE DROP U r L z -- WEATHERHEAD FITTING O l TOP OF ROOF' of i v i CLAMP CONDUIT SECURELY TO MASONRY @ 48" O.C. z v DOWN TO 'TROUGH. a _ 3" MIN. RIGID STEEL WIC CONDUIT OR LARGER AS a � REQUIRED U � -- ____ COUPLING NEAR £ cn! TROUGH a BOLT -ON RAINTIGFIT HUB - WIRING TROUGH SEE DETAILS I I O� BUILDING WALL i,00 j r� FINISH GRADE ELEV SLDG, OVERHEAD SERVICE DROP N.T S. . v,002, F- C -- - BUILDING WALL _-- --- WIRING 'TROUGH -ATTACH GROUND WIRE TO NEUTRAL BUS & TO TROUGH ENCLOSURE - - - ✓)6 MIN. SOLID COPPER OR LARGER AS REQ'D BY CODE GROUND WIRE ANCHOR SECURE TO WALL - - - EXPOSED CLAMP ON 5/8" x 8'-0" GROUNDING ROD `" ----FINISH GRADE T CLAMP 'WIRE TO COPPER WATER I E GRID RODS SEE SCHED. MIN. 6'-0" SEPARATION BETWEEN RODS `- CLEAR FTG 3" MIN. W/ROD ELEV tfb GROUNDING ROD N. I. S. -- - II-oII r._ 0 UTILITY CO. POLE-,r— & TRANSFORMER WEATHERHEAD FITTING UTIL. CO. SERVICE DROP 3' MIN. RIGID U STEEL CONDUIT a OR LARGER AS 21 H E' REQUIRED H 3 i O 6'-0" O.C. VERT. z - UTIL. CO. APPROVED oN ' CLAMPS TO POLE FIN. GRADE ---'\ viz SEE SITE 5'-0" PVC RIGID EXTEND TO WIRING TROUGH UTILITY ELEV. (M OVERHEAD RISER - POLE d N.T.S. Rt 004F- CC. CHAMFER NOSE CONC. PAD W/ 6x6 10/10 WWM AND 1-#5 CONT. REINF@ TURN 6'-0' DOWN EDGE FOUR SIDES UTIL. CO. TO FURN. DIM. Q• 4� — --}•Q� FINISH GRADE OPENING IN I' . PAD z � I % - 5/8"x8'-0" GALV. STL GROUND. ROD / PROJECT 3" — — • -- - — .� ABOVE GRADE SEE DETAILS -- ELSEWHERE FOR CONDUIT SECTION 0 TRANSFORMER PAD E N. T. s. K.0015rL C6.1 ONE PIECE HIGH IMPACT GLASS LENS WITH POLARIZED ALUMINU REFLECTOR, RECTANGULAR ARM AND 40OW METAL HALIDE TYPE LAMP. GARDCO CO. NOS-. AS SHOWN ON PLANS. APPARENT SEAMLESS SQUARE — TAPERED STEEL POLE, PAINTED BRONZE GARDCO. CO. NO. I'RS-? 1" 0 x 36' x 4" ANCHOR BOLTS MIN. 4 BOLTS PER POLE. VERIFY W/MANUFACTURE';; RECOMMENDATION CONCRETE BASE: 4000 PSI WITH -- 43 TIES @12' CENTERS, 496 VERTICAL �24 'I DIA. SECTIONl PARKING LOT LIGHT p N. 1-p-. S. Ic.00eo E EL-EICTF�t I Cgc iL- c3i"EES ELECTRICAL GENERAL ALL WORK DESCRIBED BY THESE DRAWINGS SHALL BE PERFORMED IN ACCORDANCE WITH GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION DRAWINGSA NDICATE THE GENERAL CHARACTER, SCOPE, AND ARRANGEMENT OF THE ELECTRICAL INSTALLATION. APPROVAL OF ARCHITECT IS REQUIRED FOR ANY SUBSTITUTION, CHANGE OR DEPARTURE FROM THESE DRAWINGS. CHANGES IN CONTRACT PRICE WILL NOT BE ALLOWED FOR MINOR CHANGES SUBMIT FOR REVIEW SIX SETS OF SHOP DRAWIN68 OF FIXTURES, PANELS, SWITCHS FOR ARCHITECT'S APPROVALS PRIOR TO INSTALLATION OR PURCHASE EQUIPMENT AND MATERIALS FURNISHED UNDER THIS SPECIFICATION SHALL BE NEW AND UNUSED, FABRICATED BY MANUFACTURERS REGULARLY ENGAGED IN THEIR PRODUCTION, BE THEIR STANDARD AND LATEST OFFERINGS, AND BEAR THE 'UL' LABEL. GUARANTEE WORK TO BE FREE FROM DEFECTS OF MATERIAL AND WORKMANSHIP FOR A PERIOD OF ONE YEAR AFTER FINAL DATE OF ACCEPTANCE OF WORK, REPLACE OR SATISFACTORILY REPAIR ANY SUCH WORK WITHOUT ADDITIONAL COST TO THE OWNER, CODES THE CONTRACTOR SHALL BE GOVERNED BY THE PRESENT SPECIFICATIONS TOGETHER WITH THE CURRENT RECOMMENDATIONS AND REGULATIONS OF THE FOLLOWING: - LOCAL AND STATE ELECTRICAL CODES AND ORDINANCES - RULES OF THE ELECTRIC UTILITY COMPANY - NATIONAL ELECTRICAL CODE - N.E,M.A. STANDARDS - N,F.P,A. CODES UTILITY AND GOV'T AUTHORITIES COORDINATE WITH THE LOCAL POWER AND TELEPHONE COMPANIES,VERIFY THE SERVICE ENTRANCE ARRANGEMENTS PRIOR TO START OF WORK, METERING SHALL BE ARRANGED WITH THE ELECTRIC POWER DISTRIBUTOR AS REQUIRED OBTAIN ALL PERMITS AND INSPECTIONS REQUIRED FOR THE WORK AND PAY ALL FEES AND COSTS THEREOF. ELECTRICAL SERVICE SERVICES SHALL BE 277/480-VOLTS, 3-PHASE, 4-WIRE OR 1201200 VOLTS 3-PHASE, 4 WIRE, WYE AS SHOWN ON DRAWIN68 WITH GROUNDED NEUTRAL TAKEN FROM THE POWER COMPANY TRANSFORMERS ELECTRICAL PANELHOARDS PANELBOARDS SHALL BE SQUARE D COMPANY TYPE 'GO- FOR THE PHASE AND VOLTAGE INDICATED ON THE DRAWINGS. BRANCH BREAKER INTERRUPTING CAPACITY SHALL BE 10,000 AIC MINIMUM, EQUIP EACH PANEL WITH A SEPARATE 'GROUND' BUS, ELECTRICAL CONDUIT AND CONDUCTORS: ALL WIRING SHALL BE IN CONDUIT, CONDUCTORS SHALL BE COPPER, UNLESS NOTED AS ALUMINUM ON DRAWINGS, CONDUCTOR INSULATION SHALL BE 'THHN' ELECTRICAL GROUNDING USE DOUBLE BOND NUTS ON CONDUIT CONNECTTON TO INSURE GROUND. GROUND BY DIRECT CONNECTION ALL INTERIOR PIPING SYSTEMS. PROVIDE CODE SIZE GROUND WIRE IN ALL PVC CONDUIT SYSTEMS WIRING TROUGHS AND GUTTERSs WIRING TROUGHS USED FOR TAPS TO SERVICES SHALL HAVE CONNECTIONS MADE TO THE SERVICE CONDUCTORS BY MEANS OF A FACTORY MADE CONNECTOR SPECIFICALLY DESIGNED FOR THE PURPOSE. IT SHALL BE SELF-CONTAINED AND FULLY INSULATED, ( U-DOLT CONNECTORS OR KURNEY CONNECTORS REQUIRING TAPING WILL NOT BE ACCEPTABLE) THE CONNECTORS SHALL BE KUPLER COMPANY 'KUP-L-TAP' TYPE FOR THE CONDUCTORS INVOLVED, WHERE SIZES ARE NOT AVAILABLE, SIMILAR PRODUCTS FOR OTHER MANUFACTURERS SHALL BE USED. ELECTRICAL SAFETY SWITCHES: FURNISH AND INSTALL FUSE SAFETY SWITCHES AND/OR DISCONNECT SWITCHES AS CALLED FOR ON THE DRAWINGS, AND AS MAY BE OTHERWISE REQUIRED BY THE CODES. SAFETY SWITCHES SHALL BE HORSEPOWER RATED, QUICK -MAKE, QUICK -BREAK WITH ARC SHIELDS WITH ENCLOSED CONSTRUCTION. INSTALL WHERE CALLED FOR ON THE DRAWIN65 AND/OR AS REQUIRED BY THE NATIONAL ELECTRICAL CODE. PROVIDE AND INSTALL THE FOLLOWING ITEMS FOR THE TRANSFORMER VAULT. - 12'-0'x14'-0' (CLEAR INSIDE DIMENSION) CONCRETE BLOCK WALLS, CONCRETE BLOCK HALLS TO BE 8' CONCRETE BLOCK WITH ALL CELLS GROUTED SOLID WITH CONCRETE AND ONE #4 REINFORCING BAR PER CELL, - ROOF STRUCTURE SHALL BE STEEL JOIST WITH METAL DECKING AND 3 PLY BUILT UP ROOF SYSTEM. JOIST BEARING SHALL BE MINIMUM 11'-0' ABOVE FINISH FLOOR. ROOF SLOPE TO BE 1/4' PER FOOT, - GUT-*R AND DOWNSPOUT ROOF DRAINAGE SYSTEM. - CONCRETE FLOOR SLAB SHALL BE 4' CONCRETE SLAB ON GRADE WITH 6x6 10/10 W.W.M. PROVIDE 4' CONCRETE LIP THRESHOLD AT DOOR, - 12' SUMP WITH GRATE IN CENTER OF FLOOR SLAB SHALL BE TIED INTO SEWER SYSTEM, - ONE PAIR OF LOUVERED HOLLOW METAL DOORS (3'-0'x7'-0'xt 3/4'), - ONE METAL LOUVERED VENT 4'-0'xC -01. - 718' GALVANIZED STEEL PULLING EYE TIED INTO BUILDING STRUCTURE CAPABLE OF WITHSTANDING 10,000 L8. OF TENSION, - TWO 4' PVC DUCTS IN VAULT FLOOR, DUCTS TO BE ENCASED IN CONCRETE AND EXTEND 5'-0' FROM BUILDING, - 011E 1 1/4' PLASTIC CONDUIT SLEEVE IN VAULT FLOOR FOR GROUNDING ROD. VAULTS TO MEET ALL FLORIDA POWER AND LIGHT VAULT SPECIFICATIONS. SEE ATTACHMENT 31 TN FL IN r L ur f ' I CJ L DETAILS IP DATE: 12-45-,A1 i ;i PLANT SCHEDULE QUAN PLANT Hf� 1 Gc H T REMARKS n w; ' Sr ERIaf oTRYA JAf'ot4lGA t - 9 FT. 2-1 ILEX 0. EAST PALATKA 8- 10 FT. t 16 MAGNOLIA GRANDIFLORIA 8-10 FT.>` 36 SABAL PALME I" I'A 12 -18 FT _ A fi 34 BUTIA CAPITATA 6-8 F'I'_ 1 8 PHOENIX RECLINATA 8-10 FT. 25U PODOCARPUS MAKI 2-3 F`I'. 150 PITTOS PURUM TOBIRA 2-3 FT. X... LIGUSTRUM HOWARD 2-3 FT. fN 225 JUNIPER PARSONII 18-24 IN. ' 125 PITTOSPORUM WHEELER 12-18 IN. 355 ILEX V_ SHILLING 12-18 IN. -- (arrs�,E) . 6NC. 22 ULMUS 51M/VKOL/6 PAP�VGL'A g- ID FT COCA �- �I lly-rg0M ov. . f WaRO rE GENERAL LANDSCAPE NOTES: --�— 1. LANDSCAPE AREAS TO HAVE SPRINKLER IRRIGATION SYSTEM. SPRINKLER HEADS TO DE SPRAY HEAD TYPE. PROVIDE MINIMUM OF ONE SPRINKLER HEAD FOR EVERY 40 FEET DIAMETER LANDSCAPED AREA. ALL INTERIOR ISLANDS WITHIN THE PARKING AREA SHALL HAVE A MINIMUM OF ONE SPRINKLER HEAD PER ISLAND. �, I��hrRuM WAL-MART J BYRONS Flout�K� RR-82--GL KEPT STORE 81,911 SE 44,000 SF'L LOCAL 6400 � ; f �Cb� Z �nB,aL vaLMErrb -y �(a E•?JBarrkYA JAPOW(f'4 f„ �� ,12 E�'IOBvTRYA�N�JAPOM 4 - /N n�ou>JG D Pf1X, hJ Al oVNG�P 0—,P5 c_/Y%' IN MOIP 6eplo CrYv CryP� 1 SA$)L L a v o! O C� h p aLL- 314 -4� z �pQ to,IU -Z � �7 N CD r J q9 F C7 o' o•� 00 4 / --- CD r, CD CA l GAP 7 -- IN N 6Ev5 P v l z aolz bra -- - k � o '� !o �Cl� 1 /VRov� •• r �' 6R/ OFF c \ Pi! g2 q cE) 1 LIAPoNlc ry in E �tM�rTo SAS' Q c) + + e� + �l r � /O JuNIPE��►� /� JJf•JIP�C2)JS P4iz�rf�1 • I pAw.LMo i0o1I iy� I►l U11GED E5FP Mo+JNDEo p,Gv WLL H f IBEX V.��FILLIt16 0� x -- 5 1�r� /. 5Cl�ILLlhlro x(i� a -, IN Mo�uUC� BE9 j 1N NIouNGEO FdCp ` Q ti I a-"C6 r �Q �4 a a `� FUTURE BLDG om 7 35,000 SF �r 0. U .9 ! z _ � I "r3 f x k U) 15 • �— /5 JuulrEizl1S '� .ltJ�li�ERus P�,RSdtihl • i �ARsow�� I� IN MoUNOEa SEO ' r M M � I C; O V4 1 C3 + _1 \ - + > U u) cv CT) CD x r , Z Cr1 70 JU N I f1�5 tic � .-. i U to r IJS ,Gl�loa"rRr'�1 6 v�AG L I A ,c� A ' ' c� `_ JAwN 2 ER10�17�YA JAP-M I cA F ILL -ON I I ---- Jt1Pcr/i G n c , 1 0{' . /� NOON b � a �-� _ y 'J ' q6 LIGI)t)" l� �wA,i2r� L�ti��SCAPE� + IS (al- C)" WIpE (TYF) ��N�IFLoKA C�sl1�F� Is Io-o 21 i0 L I� U,67iXJN� �� so' o G N1 A.,c W ► of 4 CN N I x NOW�� el 4 rHo EN I X EGL. I NA-rA L. 0 ATck Kp I LAX. V• SI�I U ING IN I�oUNr�r r SITE a; LANDSCAPE! f6o I_�x V s�E�LLING E5 PLAN GAPITAYA PROJE-C I _ �l I r /*A % l 0- c C/t f) Nwy 1`7 �; qz Ar At A( F-R- G�� R��+ E G.l D 1J WE;I a f2- ' ``-- ----------- L-- ic PA SEE: PARAPET COPING DET. ';TOP DETA 11. SEE ROOF PARAPET FLASHING —AND CANT DET. TOM ` -tic - - :•[_; - - ':u,j ��^.q{' _ :E::.� '_"�`t.»=-= ^-:.? i - _x•::.....�. . TR1:ATE 1) Wool) II H'OB = BLOCKING ANCIIOREI I� TO DECK A'1'_ 'STEEL BAR JOIST I , INSULATION I I Ij DRYVIT .';YS'1'F.M 10" EXT. GftADFI GYP. iiD. I I II 'x4 W, O1, PLATI: II HOI.Trf) '1,(( I - ANGLI'. FRAMING !� STEEL, BEAM STEIN. cof- \ I SEE: STltu("1'. ANG1.1•: I FRAMING PLAN FRAMING I "'ECT I PA 2'3• L 3x3x1/4 wF:LDf;U - --� 3F:Tw EN VERTICALS _ 1 • POLYSTURENE 0,5xlxI/11 AT INSULATION TOA- I DRYVIT STEEL COLUMN BEYOND - 1/2• EXT. GRADE 'I' -U" - -SEE: ST'RUC'I'. GYP. BD.----- -- _ � I L',x 3x`i! l b LIJI AT W - O" BOA I �� ---' 1- `— /I. 3x 3xJ /4 'I' R' O" O•C. 12'--J" ' __ A I roB r------- I 'I -- - f 1 2'- 3 1/ 4 MLTA 1, I STEEL BEAM �I STUDS @ SEE STRUCT. 16' 0.0 II - LIxJxl/4x4 CLIP A'1' 8'-U" TO nwl ElrJla. I I _ DRIP ED7F� Mi;TAL S'Fuf)D;LGx4x`/G CON'1'. 12• O.C. 1' POLY3'I•YRENE Ic--- - -- - -- - j _INSULATION _ --- - - -- DRYVIT' YSTEM - -- I 11 • 1i. 1, _ � , SEE 1"!/.j' F/iylJy sCyEDdLE w-- 3 , - 4 —�I- t o PIER BEYOND I J� o f bl RETURN wAIJ, BEYOND- �F SEE PARAPET COPING COL. C.L. 1)ETA 11, - I - -� lorSEE ROOFING i "TL. DECK PER S'PRUC`I' SECTION 2 S Ek' TI 01N 13 .. 7a� G I 3/4" = 1'_ 0" I&Af/ PA� -r �. 3' 4 " I r STUCCO -�—� F— JONC. 14OCK X. co a) u 0 F, V) ((f) r —� I - — ---- _ -- ( 1 " --- � 8- SEE PLAN I � I LA 5 3/4" = 1'— 0" ApA l SECTION i BLUE k/fILL V 45 S66 Mgza --- WALL SE-crioN,/�15 I I �8" -Ott PLAN 7 1„ _ 1,_ 0„ .oI. PA TOP OF' GUTTER BEAM - ---- - -- * ! -i --COL. C.L. rr' �`I' BOTTOM OF GU'I"I'F:I( ~ --BEAM 7 Tom VAR I ES FIELD PAINTED PAINT GRIP GALV. M N I \ 22 GA. ST'L. (AP �- W1'11 WELDED SEAMS y' `p - PROJECT VENEER j I — J_ ELEVATION � �r 1 u I �1/1" ISOI.AIION JOINT AROIINU COLUMN rMSpNRi (:OII(`U JN - `/ CANUI'1 i uLUMN SI'E 51 I'II(:I�1RA1_ �� PVC STORM PIPE: f0 1,)GI: OI' CURB_ I �1 <0 i _, v0 IIUTA..- � S'1'I(A1) AN('IIORS I1'P. I:A. 11)1: {41iLf1ED "fO COI.. I6" O.C. PLAN q PA RXl 3 PAr BENT STEEL PI GUTTER BEAM ; DETAIL II/PAJ Pa Q SEE PUdUX CL&W A4N ShLcrr A-/ - Zd-,r TI l0 1"= 1,_ 0„ 701(0 --- --_ — -- Zo=d _ --- -- — — — __ ----- —All a' 2• 2' BY / 1/4" 6ENT S'1'L STRAP�WELDEU TO GU'1i'PER BM. AT 481 O.C. e 1/8 I 0 m 0 a W 3 a wa H �» U BOB _- -- ran °z z M H DRAINAGE o a OUTLET @ Z COL. C.L_ o O a. lz - ALUM. DECKING -- 1/4'BENT PL. GUTTER BEAM 3' DIA. STL. PIPE COL . (U N O) MA5N MY /1n�cNaR o. c. sT'u0 L.r✓o�ER -Wsa,w A,vCNax FL p u" Bi i• V 1 SECTION PAI s N I COL. C.L. BLK WITH FILLED CELLS AT BEAM / ANCHORS STUDS SEE STHUCT FOR BEAM y NOTCH BLOCK *f INTO BEAM -' - — r.<�.B. 2-f> _ 'rYl). M:N. — - B.o.B. PAINTED STL. PLATE, (REMOVE: ALL. BURS, ETC.) SECTION----- - COL• C•I_• AS SHOWN ON FRAMING PLAN :�r:h T Irl.sc'1n;u. 1 !h II.R. r. WAIA, /r--SFE FRAMING PLAN FOR COL- S 17E COL• FULLY SHOP WELDED ALL AROUND TO BRG• BASE 4(IN APPR(>VhI> -- FL- W/ FILLET WELD " :;'1'!iNI•: TIN I;IIIIGRAUI: ANCHOR BOLTS 12" LONG W/ NUTS TOP AND BorToM OF COL• BRG• PL- - SEE BRG• Fit• -� DETAIL FOR SIZE AND NUMBER ISEE FIG- PLAN FOR T.O.F. EL•-7 INDEorl-SHRINK GROUT UNDER BR(,- PL • CONC • F rG • W/--_—. REINF• AS SHOWN ON SCHEDULE .4 U w V7 L sa s �z L� —a = o _ w cr wQ j„ EO ' C•L• OF COL- SAME AS C•L• FFG. TION � 3ouS1 N.T. S. PA,2 118 - 1 � W 6' coNc9cf6 11URP 3/32" - 1' - 0" 44 STL. DOWELS @ 4 8 " O.C. 24" ABOVE PTG. GROUT BLK. SOLID TO TOP OF' FIN. FLOOR\ 1 `I' S v COLUMN SIZE: BASE PLATE TOP PLATE PLATE SIZE ANCHOR BOLTS lr !rl F1r`II' 11'Il iIF) i rll, 1 I '1 , (P H".51., To B, I •: I I (p F} ti' „! l i. Ii �h•' �;;. „ 1 o r. 1 1. 4 1 4 (� 3" 1. " a L Hi I I F ,: �11 11'lli ILf-_ ,J i ! I f. I !-I I i !iki i'nl_Or-lN�,, FIFE L0[ Ht1N5, ArIC- 14111E i r F'rl i iF AIdC 11UF ..NI cot,v iF 1 I I (it,) Fif I'UI I i ITC FS` N(_l l 1_1, i I Hl- PWI �,L RECESS � fl EA PEK -- - - )WNOil7"/ON T///J K/,4Z PUaL/X O/�91[//N6,f 5 r� p� J Pq2 a' .� -T•BELOW f/�Y•,�LOoR) � r -- -� t -+- -t z fi -1- -�jr - f------- ---- --- --- ----� -.I - tj l/d U„ 23 'f" — EXP. JOINT 1/2" -CONC. SLAB —FIN. I'LOOR ELEV. �O F. I_.L 1 o� � GRADE PLAN F'OR FIN. VAPOR BARRIER GRADE FOUNDA._ IO V WALL CRUSHED STONE THICI. SS _EQUAL y EQUALI FU T CONT.— 3E :AR T.O.F. EL V. CON- , ) 1 I Ir/•-- CONT REINF . >, # 4 .Cv - TRANSVERSE FTG. WIDTH REINF . SEE FI'G . SCHED. SECTION NTS �50zos1 FOOTING SCIIEDULE TYPE SIZE REINFORCING PIER ABOVE I 24"xl2"xCONT. 3-14 BF CONT. II 30'x12'xCONT. 4-#5 BF CONT. III 36"x12'xCONT. 4-+f5 BF CONT. IV 24'x24'xl2' 3-#5x1'-6' EW, BF V 30"X30"X12" 4-#5X2'-6" EW, BF vi VII 36"x36'xl2' 4-#5x2'-6' EW, BF 40'x40'xl2" 6-#4x3'-6' EW, BF VIII 60'x60"xl2" 7-#5x4'-6' EW, BF IX 72"X720X12" 8-N5X5'-6" EW, BF X 84'x84'x12" 9-y5x6'--6' EW, BF XI 96"x96"x16' 10#6x-11-6' EW; BF TESTING CONTRACTOR SHALL ALLOW FOR TESTING AS FOLLOWS ITEM TESTED - TEST FREQUENCY ALLOWANCE FTG BEAR SURFACE ONCE EA 5 o LF BEARING �� °-'_ PER TEST CAST IN PLACE CONC 3 EA /,50 CY CONCRETE '� 7 0° PER TEST BOLTED STEEL CONN TEST ONE BOLT EA CONNECTION °� 7 °O PER TEST WELDED STEEL CONN VISUAL INSPECTION ONLY 4,0° °O TOTAL TESTING OF CONCRETE TO BE PER REQUIREMENTS OF CHAPTER 16 OF ACI 301-72. ALL TESTING AGENTS SHALL BE APPROVED BY THE ARCHITECT. 0 CONC,4EiE 441gP CE,1,-.k-I =-1 GENERAL ROOF FRAMING LEGEND RD = ROOF DECK ANGLE L3 1/20 1/2xl/4 UNO SRO a SLIP TYPE ROOF DECK ANGLE L3 1/20 1/2x1/4 UND RF = ROOF CURB SUPPORT FRAME CF = COMPRESSOR FRAME 4P COL = 'r' INDICATES NOM. COL. SIZE IN INCHES: 'P' INDICATES PIPE COL. 'T' INDICATES TUBE COL. 'X' INDICATES EXTRA STRONG 'XV INDICATES DBL. EXTRA STRONG TOD = TOP OF BEAM ELEV. BOB = BOTTOM OF BEAM ELEV. TOBB = TOP OF BOND BEAM ELEV. JBE = JOIST DRS. ELEV. ----��-- = INDICATES SPLICE 1N BEAM = TOP & BOTTOM OF JST. HORIZONTAL STL. AND. JST, BRIDGING 1'xl'xl/8' = DIAGONAL STL. AN6. JST, BRIDGING 1'xl'xl/8' DJ = DOUBLE JST. CENTERED ON USUSAL SPACING FC1 = CONC. FILLED BLK. CELLS W/REINF. ON. TO FTG. FC2 = CONC. FILLED BLK. CELLS (4 CELLS WIDE x 4 CELLS DEEP) WP1 = WALL PIERS TYPE-1 i &71T :A BM. -rFcUc-ruV< ink L- r*NlC3-rlEE; DUILDING CODE DESIGN LIVE LOADS ;09F------- - 20 - P5F FLOOR SLAB ON GRADE ----- / 0 0 PSF WIND ------- 30-- PSF MACH ROOM FLR SUSP SLAB - - PSF FOOTING ALLOWABLE SOIL PRESSURE - FOR CONTINUOUS FOOTING 1.0 KSF FOR COLUMN FOOTING _o_ KSF STRUCTURAL STEEL MATERIALS STRUCTURAL STEEL - ASTM A 36 STEEL PIPE COLUMN - ASTM A501 WELDING RODS - E70XX STEEL TUBE COLUMN - ASTM A500 -ONNECTION BOLTS - ASTM A 325X TURN -OF -NUT TIGHTENED) ALL PIPE COLUMNS TO BE STD. WT. U.N.O. ALL TUBE COL. TO 1/4' WALL THICKNESS U.N.O. STRUCTURAL STEEL CONNECTIONS SHALL BE DESIGNED BY FABRICATOR TO 5,1PPORT 112 ALLOWABLE LOAD OF LARGEGT ATTACHED MEMBER U.N.O. DESIGN ERECTION FABRICATION AND SHOP DRAWINGS SHALL CONFORM TO 'HE CURRENT CODS OF ACI, SJI, AND AISC. CONCRETE MATERIALS CONCRETE - MIN COMPRESSIVE STRENGTH AT 28 DAYS - 3000 PSI U.N.O. SIDEWALKS EXPOSED EXTERIOR SLABS - 3500 PSI REINFORCING STEEL - ASTM A 615 GRADE 60 WELDED WIRE MESH - ASTM A185 ADMIXTURES - ONLY AS APPROVED BY ARCHITECT - USE NO CALCIUM CHLORIDE CONCRETE EXPOSED TO WEATHER TO BE AIR ENTRAINED (67. MAX - 3% MIN) LAP ALL REINFORCING STEEL ACCORDING TO ACI SPECS. MATERIALS AND PLACING OF CONCRETE AND REINFORCIN6 STEEL TO BE PER AMERICAN CONCRETE INSTITUTE " STANDARD SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS ", ACI 30!-72 AND BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, ACI 318-77 REINFORCING STEEL TO CONFORM TO RELATED ARTICLES OF ACI 301-72 AND 3:6-77 FOOTINGS AND FOUNDATIONS WALLS TOP OF FTG (T.O.F.) ELEVATIONS ARE REFERENCED TO HIGHEST FIN FLR ELEV PROVIDE @5 STEEL DOWEL @ 46' O.C. IN FOOTINGS. EXTEND 24" ABOVE T.O.F. INTO BLOCK CELL. SEE DETAILS ON DRAWINGS, FILL CELLS OF ALL CONC BLK FROM T,O.F. TO TOP OF FIN FLOOR PROVIDE CORNER BARS @ EA CONT REINF BAR AT BOND BEAMS AND FOOTINGS. SEE DETAILS ON DRAWINGS. MIN CONCRETE COVER FOR REINFORCEMENT. CONCRETE PERMANENTLY EXPOSED TO EARTH OR WEATHE!f .... " CONCRETE NOT SO EXPOSED ---- SLABS WALLS .......... 3r4' BEAMS, COLUMNS ....... 1-!/2" SLABS ON GRADE TO BE 4` THICK CONCRETE W/ oxo 10if0 W.W.M. ON 4' CRUSHED STONE AND 6 MIL. PLASTIC VAPOR BARRIER. LAP JOINTS ON W.W.M. ONE WIRE SPACING. EXTEND MESH TO WITHIN 2" OF SLAB EDGE. SHOP DRAWINGS PROVIDE SHOP DRAWINGS PRIOR TO FABRICATION OR INSTALLATION CONCRETE REINFORCING CONCRETE MIX DESIGN STRUCTURAL STEEL MISCELLANEOUS STEEL MISCELLANEOUS FRAMING LUMBER SHALL BE 12 SOUTHERN YELLOW PINE Fb = 1350 PSI KD NO PIPING OR CONDUIT SHALL PASS UNDER FOOTINGS WITHOUT PRIOR APPROVAL OF ARCHITECT. WAL-MART DEPT. STORE D KEY PLAN TN I FL I IN � OP DATE SHT. PA Z' j ME T4L Aooc 4- -SEE PARAPET COPING DET. 1; 1 M. T( (;PAVI:I, ('0L. C. 1'. -4 SEE ROOF' PARAPET F'LASHING -AND CANT DET. TOM _F . .... ... 'TREATED WOOD i,BIOCK ING ANC'IIORFJ TO DECK AT C. 'STEEL BAR JOIST I NSI11.AT I ON DRYVIII, SYSTEM 1/2" F:XT. GRADE) cyI,. III). -)X,I WOOD PI,ATF: B011,11-:1) TH ANGIJ: I-'I?AMfN(; STEEL BEAM STEEL COL. 'SEE STRUCT. STEEL ANGLE I I FRAMING PLAN FRAMING SEE !;TRUCT. SECTION- 3/4'' = T— 0" PA 13•1 2 - 3- L3x3xI/4 WELDED I* POLYSTURENE .13ETWEEN VLRTIC I ALS IOA- INSULATION DRYVIT 1,5x3xl/4 AT STEEL COLUMN BEYOND - 1/2' EXT. GRP.DE SEE STRUCT. GYP. BD. 5- .1,')X7iX')/16 1,1,11 AT W-0" O.C. mil I 0 /1, fx ix] 8, -0" o.c. B 12' TOB OA_, f12'-3 1/4" M [:'I'A t STEEL BEAM STUDS @ SEE STRUCT. TU 7-4,_ 16- O.C,' L_3x3xI/4x4 CLIP AT V-0" -WELD To VEET, DRIP EDGE� i j METAL STUD;; 1,6x4x' /116 CONT. I 12" O.C. 1' POLY31'YVENE INSULATION 6r" '�_ - _z_ DRYVIT I YSTEM . .... . ................. . . �3 -4 o PIER BEYOND S E k4m;*T 10 N --Cxcs c I 3/41, _0 4 STUCCO F_ d ONC. B11,OCK J—V Q cc fr. I -�4 SEE PLAN PLAN 3/4'' = T— 0'' pA i - LIL ROONIT ELEVA RETURN WALL BEYOND- T_ SEE PARAPET COPING COL. C.L. D ETA 11, TO I! 'SEE ROOFING TL. DECK PER STRUCT SECTION 2 SECTION a 2r TpQu- _231011 V9Z11V,VWL w �f1,45 S66 Pb/gz/x WWZerleN�/A5 L-41 FA 6 ejZ OR -A 6 COLOR - d METAL RdoR stucco - 'Or 10�4 - W. m TOP Of-' GUTTER BEAM F' GUTTER BOTTOM 0 ---BEAM 7 TOM VARIES IT F*IELD PAINTED PAINT GRIP GAI,V. 22 GA. STL. CAI -WITH WELDED SEAMS PROJECT VENEER ELEVATION (8 1" = 1,_ 0', -to(.-tc_ 4.1 I / 2 " 1 .1; 0 1, A I I WN I I N'I AR(ILIND COLUMN t"ASONRY C 01, 01 N w/SrLt,fCo FIANI ('ANOPI' C,)(AININ 0 PIPIPE STORM ; 'O 1:1)GE W CURB �PE!IWC 4 NSTRAP ANCH(W, WHA)FI) To C01_ 16" H PLAN BENT STEEL PLAT GUTTER BEAM SEE DETAIL 11/PA1 CO s,&,6 A1,61-IX Y,17L" IMN .5116,5f A-1 II Ei G. 7 SECTION 10 11, P, =1_0, �P/al 2' BY 1/4- I}ENT STI, STRAP 'WELDED W1 I;LDBEM 110 GU+, .11 .R AT 48i 0. C. 'Ile 1/8 V 0 wa 0 BOB 0 z 0 z o 0 z Ij 0 CL ALUM. DECKING 1/4- BENT PL. GUTTER BEAM DRAINAGE OUTLET @ COL. C.,��P DIA. STL. PIPE COL .(UNO) SECTION if PAI MASONRY AA161101Z (40 Ao " 0 e". .13/'Uv L_f,,V(F-A M11 50NA Y A M010A C-0 /6V 11 0 cl. ram_ FL 9 LoL I X PROJECT NC) 1 / oil/ DATE: SHT. L N Y P/ / COL. C.L. 8 ' 8 µ !' BLK WITH FILLED CELLS AT BEAM / ANCHORS SPUDS SEE STFUCT FOR BEAM NOTCH BLOCK INTO BEAM Sr!/CCO � K � - -"-- I'.0.R. x G /�-I•`j�--{'I' Y P . MIN. -•• AL-R.O.B. 1/1'•xI5 1/4" cONT. PAINTED STL. PLA•1 (REMOVE ALL BURS, ETC.); SECTI ON K_J_� 3/4" - 1'-- 0,. -COL- C•L• AS SHOWN ON SEE / FRAMING PLAN FLIP r'LR. 1• WALL SEE FRAMING PLAN FOR COL• r'IN1 ;II IL SIZE COL- FULLY SHOP WELDED ,I c( NC. SLAI4 t. ---, ALL AROUND TO BRG• BASE FL- W/ FILLEr WELD 4" 5`1•UNE ON APPROVED SUB(;PAI)l: ANCHOR BOLTS 12" LONG W/ NUTS TOP AND BOTTOM OF COL. BRG• PL• - SEE BRG• PL- r--- DETAIL FOR SIZE AND NUMBER tit —} EO EU - ,I SEE FTG- PLAN FOR 1.0•F• EL•7 At NON -SHRINK GROUT =r �.-1 1/2" — UNDER BRG• PL. - , - zU) Uw CONC. FTG. W/-- (nz REINF• AS SHOWN _ S ON SCHEDULE F- T U H -0 wa - - nILL EO � EO C•L• OF COL• SAME AS C•L• FTG• TION N.T. S. jallsl ,oA,2 COLUMN SIZE BASE PLATE TOP PLATE PLATE SIZE ANCHOR DOLTS IllI(I '&H. I!•II"I 1 •1" (P 8"!.1.'" 0 (irll- I IiFI;GF Y' IIIIIF !,1 'I114 I�- •I I II i Ii1 rill Crl_UNNS;, PIEE LOLLII.INS, aNl.- WIDE - I[ r1N( 11U1• „ IF l UrlldF I I I Lit ';LF11I'(11 I I'IIt I NUIFI' III -IIt PWl 4 RECESS , we__bv4r A EA PER ��-- ------ _ lW/ W rION 7f//J K/•9L PUBC/X ORA/T//N6S p� I per rof=-i="�ryP) �}- J - PA2 ~� 8'� p71z r 23 P3.! COKc,�Ere XAW J 3/32'11 r I' - 0It 114 STL. DOWELS (1 4i3" O.C. 24" ABOVE FTG. GROUT BLK. SOLID TO TOP OF FIN. FLOOR\I EXP. JOINT 1/2" CONC. SLAB FIN. FLOOR ELEV, VAPOR BARRIER GRADE �FOUNDAT I09`''q�— WALL CRUSFIED STONE THICKNESS EQUAL I EQUAL LP" r FU L CONT.— BE AR T.O.F. EL V. CONC. F^G .— CONT . REINF . ' c' fl p, E # 4 @ 4811 O.C. TRANSVERSE FTG. WIDTH REINF. SEE FfC; - SCHED• 1 `� SECTION NTS 30zoS I �2 NOTE: SEE GRADE PLAN FOR FIN. FOOTING SCHEDULE TYPE SIZE REINFORCING PIER ABOVE I 24"x12'xCONT. 344 BF CONT. 11 30"x12'xCONT. 4-15 BF CONT. III 36"x12'xCONT. 4-05 BF CONT. IV 24"x24'x12" 3-#5x1'-6' EW, BF v 30"X30"X12" 4-#5X2'-6" EW, BF VI 36"x36'x12" 4-#5x2'-6" EW, BF VII 48"x48'x12" 6-#4x3'-6" EW, BF VIIl 60"x60"x12' 7-#5x4'-6" EW, BF IX 72"X72"X12" 8-#5X5'-6" EW, BF X 84'x844x12' 9-#5x6'-6' EW, BF XI 96"x96"x16" 10#6x7'-6" EW; BF TESTING CONTRACTOR SHALL ALLOW FOR TESTING AS FOLLOWS - ITEM- Y' TESTED - - TEST FREQUENCY-- - ALLOWANCE - FTG BEAR SURFACE ONCE EA 60 LF BEARING G bD PER TEST CAST IN PLACE CONC .3 EA 150 CY CONCRETE `� 7 °o PER TEST BOLTED STEEL CONN TEST ONE BOLT EA CONNECTION 7 00 PER TEST WELDED STEEL CONN VISUAL INSPECTION ONLY ^Il'Jaa °O TOTAL TESTING OF CONCRETE TO BE PER REQUIREMENTS OF CHAPTER 16 OF ACI 301-72. ALL TESTING AGENTS SHALL BE APPROVED 6Y THE ARCHITECT. I CONCRETE Uq,0 CDI-7-!_.I _7I m GENERAL ROOF FRAMING LEGEND RD = ROOF DECK ANGLE L3 1/20 1/2x1/4 UNO SRO = SLIP TYPE ROOF DECK ANGLE L3 1/20 1/2x1/4 UNO RF = ROOF CURB SUPPORT FRAME CF = COMPRESSOR FRAME 4P COL = "#' INDICATES NOM. COL. SIZE IN INCHES: 'P' INDICATES PIPE COL. 'T' INDICATES TUBE COL. 'X' INDICATES EXTRA STRONG 'XX' INDICATES DBL. EXTRA STRONG TOO = TOP OF BEAM ELEV. BOB = BOTTOM OF BEAM ELEV, TOBB = TOP OF BOND BEAM ELEV. JBE = JOIST BRG. ELEV. —++--- = INDICATES SPLICE IN BEAM = TOP & BOTTOM OF JST. ✓8 - - HORIZONTAL 5TL, ANG, JST, BRIDGING I'xI'XI/8' = DIAGONAL STL. AN6. JST, BRIDGING 1'xl'xl/8' OJ = DOUBLE JST. CENTERED ON USUSAL SPACING FCI s CONC. FILLED BLK. CELLS W/REINF, ON, TO FTG. FC2 = CONC. FILLED BLK, CELLS (4 CELLS WIDE x 4 CELLS DEEP) WP1 = WALL PIERS TYPE-1 E;TF:LJ(T'LJF<slt'-1L_ I`•.IC)TES BUILDING CODE DESIGN LIVE LOADS F.00F------- 20 PSF FLOOR SLAB ON GRADE ----- / o a PSF WIND ------- --30__ PSF MACH ROOM FLR SUSP SLAB - - PSF FOOTING ALLOWABLE SOIL PRESSURE - FOR CONTINUOUS FOOTING z•a KSF FOR COLUMN FOOTING t7OF KSF STRUCTURAL STEEL MATERIALS STRUCTURAL STEEL - ASTM A 36 STEEL PIPE COLUMN - ASTM A501 WELDING RODS - E70XX STEEL TUBE COLUMN - ASTM A500 CONNECTION BOLTS - ASTM A 325X TURN -OF -NUT TIGHTENED) 4L' PIPE COLUMNS TO BE STD, WT. U.N.O. ALL TUBE COL, TO 1/4" WALL THICKNESS U.N.O. STRUCTURAL STEEL CONNECTIONS SHALL BE DESIGNED BY FABRICATOR TO SUPPORT Ii2 ALLOWABLE LOAD OF LARGEGT ATTACHED MEMBER U.N.O. DESIGN ERECTION FABRICATION AND SHOP DRAWINGS SHALL CONFORM TO THE CURRENT CODS OF ACI, SJI, AND AISC. CONCRETE MATERIALS CONCRETE - MIN COMPRESSIVE STRENGTH AT 28 DAYS - 3000 PSI U.N.G. SIDEWALKS EXPOSED EXTERIOR SLABS - 3500 PSI REINFORCIh6 STEEL - ASTM A 615 GRADE 60 WELDED WIRE MESH - ASTM A105 ADMIXTURES - ONLY AS APPROVED BY ARCHITECT - USE NO CALCIUM CHLORIDE CONCRETE EXPOSED TO WEATHER TO BE AIR ENTRAINED (6% MAX - 3% MIN) LAP ALL REINFORCING STEEL ACCORDING TO ACI SPECS, MATERIALS AND PLACING OF CONCRETE AND REINFORCING STEEL 10 BE PER AMERICAN CONCRETE INSTITUTE " STANDARD SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS " ACI 301-72 AND BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRET(, ACI 318-77 REINFORCING STEEL TO CONFORM TO RELATED ARTICLES OF ACI 301-72 AND 316-77 FOOTINGS AND FOUNDATIONS WALLS TOP OF FTG iT•O.F.) ELEVATIONS ARE REFERENCED TO HIGHEST FIN FLR ELEV PROVIDE #5 STEEL DOWEL @ 48' O.L. IN FOOTINGS, EXTEND 24" ABOVE T.O.F. INTO BLOCK CELL, SEE DETAILS ON DRAWINGS, FILL CELLS OF ALL CONC BLK FROM T.O.F. TO TOP OF FIN FLOOR PROVIDE CORNER BARS @ EA CONT REINF BAR AT BOND BEAMS AND FOOTINGS• SEE DETAILS ON DRAWINGS. MIN CONCRETE COVER FOR REINFORCEMENT. CONCRETE PERMANENTLY EXPOSED TO EARTH OR WEATHER •... 3" CONCRETE NOT SO EXPOSED ---- SLABS, WALLS .....•.. 3r4' BEAMS, COLUMNS ....... 1-1/2" SLABS ON GRADE TO BE U THICK CONCRETE W/ 6x6 10r10 W.W.M. ON 4" CRUSHED STONE AND 6 MIL, PLASTIC VAPOR BARRIER, LAB JOINTS ON W.W.M. ONE WIRE SPACING. EXTEND MESH TO WITHIN 2" OF SLAB EDGE. SHOP DRAWINGS PROVIDE SHOP DRAWINGS PRIOR TO FABRICATION OR INSTALLATION CONCRETE REINFORCING CONCRETE MIX DESIGN STRUCTURAL STEEL MISCELLANEOUS STEEL MISCELLANEOUS FRAMING LUMBER SHALL BE #2 SOUTHERN YELLOW PINE F5 = 1350 PSI KD NO PIPING OR CONDUIT SHALL PASS UNDER FOOTINGS WITHOUT PRIOR APPROVAL OF ARCHITECT. WAL-MART DEPT. STORE D G m KEY FLAN a M REVISIONS 2 '? TN I FL I IN I PROJECT NO 1,941 N DATE: A STUCCO (O PA I METAL Aooc sracc0 5 j ~ P4 I sl•:t: Pni(nPE'r COPING DF:'r. Ir•1. '1'tl (;RnVI 1, nl.. C.1.. I OP UI"I'A 1 L SEE; R001' PARAPET FLASH I NG -AND CANT DET. TOM Z77 , 1 I'RI:ATE 1) WoOD BLo('KLN(; ANCIIORE:I y-�- TO DECK AT 'STEEL BAR JOIST 1" POLYSTYRENF: I NSU1,ATI ON i DIIYV I'I' SYSTEIM I I I r, - -112" EX'I'. GRADFI GYP. BD. i 2.x4 WOOD PI,ATF: 110I.TF:1) To ANGLE: FRAMING it i S'1 EEL BEAM L: I STEL COL. II SEE STYUCT. STEEL ANGLE I FRAMING PLAN I'RAMI NG SEF: STRUC`I'. I �I SECTION KT__� 3/4" _ T_ 0„ PA 3' 2'3- 3x3x1/,l 1, WI;LDEU t3[i:N VEIl'1'iCAL,S (� I -�t -. - 1' POLYSTURENE ,I,OA I INSULATION I DRYVI'1' 1,5x3x1/4 AT STEEL COLUMN BEYOND - 1/2" EXT. GR DE I 1' -O" SEE': STPLICT. GYP. BU.-------- -- LSx ix5/ I o" 1,1.11 r-� � L5x3x'>ilr, 1A,11 AT £i'-D" O.C. rr BOA ��- -p —� 1,3x3x1/4 I' 8' -U" O.C. X I - 2 f1 12'-3"- - - -- 2'-3 1/4' I �--STEEL BEAM METAL I SEE; S'I'RUC'r. ry I SPUDS @ { I I . 1G" O.0 II Lax ix I /4x4 CL I P AT 8' -0" I I DRIP ED E7 MF:TAI, STUDS N 1,6x4x` / G COWL'. I i 12" O.C. 1' POLYSTYRENE'--- - _-_INSULA'I'_j N - DRYVIT SYSTEM I 3 ,§71 FRONT ELEVATIORM (8� fel-AIJRN WALL BEYOND- ( " SI'E PARAPET COPING COL. C.L. DETA If, -. I TovLd rSEE ROOFING I'L. DECK PER STRUCT r 1_.L tom. SECTION /) I- 11' ' SEE Pe1&1_1,Y F/iyull SCf/EDULE "- a --3'-4 -. o PIER BEYOND I + SEE PLAN ,SECTION 3/4" = T_ 0', PA �. 1'4 � r STUCCO BUCK -i 1 coi n h t --- - `� cc J- U F, \ � co - E wa I 1 I 2'-0" I 2" w8 8- I SF.E PLAN PLAN s 3/4" = T— 0'' p� SECTJON, %BC/X eW L N /xg IN CJ Y -- O c > ' \ C^' 4 E- D - --` EE--. ,o PLAN 7 0„ 73ip,4. 7 �PA, TOP OF' GUTTER BEAM BF•.N'I' STEEL PLAT GUTTER BEAM SEE DETAIL II/PAI k- -COL. C.L. R [-� : v -1' BOTTOM OF' GU'I"1'Elt —BEAM A — I 1 VAR I ES � - + _ T"—;_T Jr_ [•'[ELD PAINTED PAINT v I r [ \ GRIP GALV. t E ` 22 GA. STL. CAP --- WI'I'll WELDED SEAMS PRWECT VENEER STUCCO - � I i %ErgL f{cb� srdcco - r I ! I . I � 58.0 Atl&IX /at-" PLAN SHEET A-/ �I E LEVAT 10 g SECTION �o 70tf PA - 4' ga �I f �1/2" ItiULA'I'IUN JU1N1 f { AROUND COLUMN rW5pT1R� (:OI.UMN--, w/—,r,ICCJ F t}•I►5N1 ( :\NOII) CHIJIMN LF. `iI1111CIV\I. - PVC S1110RM PIPE To EDGE W CURB_ 112" I X1'. .II . i itil:l_1' II01-1. FsIAP ANCI10RS Hl'. IIA, SI1)1. WIi1.DI.D TO COL. 'o 16" H.C. PLAN 9 111_ .l,_0„ -ynoqc �, 12 / — ALUM. DECKING 2' BY / 1/4" BENT STL STRAP MELDED TO GU`4TER BM. \ — -- 1/4' BENT PL. AT 481 O.C. GUTTER BEAM vl O 1/8 F Q � I Ni Q L•] I 3 a I HO �+ U BOB M - - z z DRAINAGE ' OUTLET @ of a z COL. C.L. COL .(U NO) 3' DIA. STL. PIPE 'd o z a O a SECTION__Jrj� PA 1 MA5NJAY A_ n1<_il(M co I& " o c. 5fuD L,E.oc-,F_A —Mr�SON�SY A,VGNOK (9 /(v" 0.C. PROJECT NO /0/// i N Srd( co — — COL. C.L. 8" 8. BLK WITH FILLED CELLS AT BEAM ANCHORS STUDS i SEE STRUCT FOR BEAM ,\ NOTCH BLOCK (`,//` "•. ' %INTO BEAM - - — T.O.H. MIN. 1/1"xI5 1/4" corm. PAINTED STL. PLATE (REMOVE ALL BURS, E'I'C. ) SECTION- 3/4' - - T- 0"-,1,az- c- Jr ---COL• C•L AS SHOWN ON sI•:F: r•IN.scnr:n. FRAMING PLAN FOR 1'l,lt. F. WALI. FINISH —SEE FRAMING PLAN FOR COL• SIZE COL• FULLY SHOP WELDED 4" CONC. :;LAH t — ALL AROUND TO BRG• BASE 4 ° STONE ON nPPRcwl:n i FL- W/ FILLEr WELD sunclznnh i ANCHOR BOLTs 12" LONG W/ rNUTS TOP AND BOTTOM OF COL- BRG• PL• - SEE BRG• Pt. L DETAIL FOR SIZE AND NUMBER EO n iSEE FTG- PLAN FOR T•0•F• EL• A"NON-SHR I NK GROUT UNDER BRG• PL • X ,n CONC • FTG • W/—.-- u w V)Z REINF• AS SHOWN s° L ON SCHEDULE - � T ILL� w u- EO I EO �— C•L• OF COL- SAME AS C•L- FIG. SECTION-------- � 3oIIS1 N . T. S. R4,2 P3, l Col1/C9Ere kil yP 3/3211 w I' - 01' 114 STL. DOWELS (d 4 8 " O.C. 24 " ABOVE' FTG. GROUT BLK. SOLID TO TOP OF FIN. FLOOR PIT O'I'F SEE ._. . .._.— . — l—L. V IJL IJ 1-9 ell .--L H 1 C. .t_-7 L. Fib"UL COLUMN SIZE. BASE PLATE TOP PLATE PLATE SIZE ANCHOR DOLTS II II, F411. till -I ]PIlll, .4" 0 r. To B " (P E3 �. 1 . t •1 �� MI to- I I I ,- �I�,i 1,: ,I 1 I I i 114 I F 11` 1 tot. HHNF , i NI A WIDE � 11 It I I If i)1•lt rl( If-, . &IP f'UIJIHF I I 1 11N !Id '.l.Hrt,tll f 41Lf ti5 Idlllk I llllllrti•11`.iF RECE s SZ.��r A EA PER P(/BC/X Or�A!-1//�/6,S 5 1 WNW7'10N r///J- 91,4Z4 Y11 roe=-14 (ryP) Plp �_ P92 T� -----z -- ------fi-�-C —_---=--� - - - -- — - -- 23, (f I , / CD�VC,�STE K9til� EXP. JOINT 1/2" CONC. SLAB FIN. FLOOR ELEV. GRADE PLAN FOR FIN. VAPOR BARRIER GRADE FOUNDA_ION WALL CRUSHED STONE THICKN. SS — EQUAL 0 _ I — EQUAL i I�" r FU L CONT . - NO :'AR CO^IC, 3E T.O.F. ELEV. F_3. i C or4 r .- REINF. • D^ yam' � # 4 @ 4 8 " O.C. TRANSVERSE FTG. WIDTH I z, REINF. SEE FrG. SCHED. t SECTION NTS 30zoSl FOOTING SCHEDULE TYPE SIZE I REINFORCING PIER ABOVE I 24"x12'xCONT. 3-#4 BF CONT. II 30"x12"xCONT. 4-115 BF CONT. III 36"x12"xCONT. 4-#5 BF CONT. IV 24"x24"x12• 3-#5x1'-6' EW, BF V 30"X30"X12" 4-#5X2'-6" EW, BF VI 36"x36'x12' 4-#5x2'-6' EW, BF VII 481x4B'x12" 6-#4x3'-6' EW, BF ViII 601x60*x12" 7-#5x4'-6' EW, BF IX 72"X72"X12" 8-05X5'-6' EW, BF X 84"x84'x12' 9-#5x6"-6' EW, BF X1 96'x96'x16' 10#6x7'-6' EW; BF TESTING CONTRACTOR SHALL ALLOW FOR TESTING AS FOLLOWS ITEM TESTED TEST FREQUENCY ALLOWANCE ------------------ -------------------------- --------------- FTG BEAR SURFACE ONCE EA 5 0-- LF BEARING '-'_ PER TEST CAST IN PLACE CONC 3 EA 1,,50 _ CY CONCRETE '� 7 00_ PER TEST BOLTED STEEL CONN TEST ONE BOLT EA CONNECTION % O0 PER TEST WELDED STEEL CONN VISUAL INSPECTION ONLY TOTAL TESTING OF CONCRETE TO BE PER REQUIREMENTS OF CHAPTER 16 OF ACI 301-72, ALL TESTING AGENTS SHALL BE APPROVED BY THE ARCHITECT, CC' 1'_' 1 , 1 GENERAL ROOF FRAMING LEGEND RD = ROOF DECK ANGLE L3 1/20 1/2x1/4 UNO SRD a SLIP TYPE ROOF DECK ANGLE L3 I/2x3 1/2xl/4 UNO RF = ROOF CURB SUPPORT FRAME CF = COMPRESSOR FRAME 4P COL = "#' INDICATES NON. COL. SIZE IN INCHES: 'P' INDICATES PIPE COL. 'T' INDICATES TUBE COL. 'X' INDICATES EXTRA STRONG "XX' INDICATES DBL. EXTRA STRONG TOR = TOP OF BEAN ELEV. BOB z BOTTOM OF BEAM ELEV. TORO = TOP OF BOND BEAM ELEV. JOE = JOIST BRG. ELEV. --+►-- - INDICATES SPLICE IN BEAM = TOP & BOTTOM OF JST. ✓83L- - HORIZONTAL STL, AN6. JST. BRIDGING 1'xl'xt/8" b = DIAGONAL STL, AN6. JST, BRIDGING I'xl'xl/B' DJ = DOUBLE JST. CENTERED ON USUSAL SPACING FCI = CONC. FILLED BLK. CELLS W/REINF. DN, TO FTG. FC2 = CONC. FILLED BLK. CELLS (4 CELLS WIDE x 4 CELLS DEEP) WP1 = WALL PIERS TYPE-1 11 �-rF:ulc-rLJF=-< 1-4CII-rEs BUILDING CODE DESIGN LIVE LOADS ROOF ------- - 20 PSF FLOOR SLAB ON GRADE ----- /o 0 PSF WIND ------- 30 - PSF MACH ROOM FLR SUSP SLAB - - PSF FOOTING ALLOWABLE SOIL PRESSURE - FOR CONTINUOUS FOOTING 2•o KSF FOR COLUMN FOOTING=a KSF STRUCTURAL STEEL MATERIALS STRUCTURAL STEEL - ASTM A 36 STEEL PIPE COLUMN - ASTM 4501 WELDING RODS - E70XX STEEL TUBE COLUMN - ASTM A50o CONNECTION BOLTS - ASTM A 325X TURN -OF -NUT TIGHTENED) ALL PIPE COLUMNS TO BE STD. WT. U.N.O. ALL TUBE COL. TO 1/43 WALL THICKNESS U,N,O, STRUCTURAL STEEL CONNECTIONS SHALL BE DESIGNED BY FABRICATOR TO SUPPORT lit ALLOWABLE LOAD OF LARGEGT ATTACHED MEMBER U.N.O. DE516N ERECTION, FABRICATION AND SHOP DRAWINGS SHALL CONFORM TO THE CURRENT CODES OF ACI, S•JI, AND AISC. CONCRETE MATERIALS CONCRETE - MIN COMPRESSIVE STRENGTH AT 28 DAYS - 3000 PSI U.N.G, SIDEWALKS EXPOSED EXTERIOR SLABS - 3500 PSI REINFORCIh6 STEEL - ASTM A 615 GRADE 60 WELDED WIRE MESH - ASTM A185 ADMIXTURES - ONLY AS APPROVED BY ARCHITECT - USE NO CALCIUM CHLORIDE CONCRETE EXPOSED TO WEATHER TO BE AIR ENTRAINED (6'/, MAX - 3X MINI LAP ALL REINFORCING STEEL ACCORDING TO ACI SPECS, MATERIALS AND PLACING OF CONCRETE AND REINFORCING STEEL TO BE PER AMERICAN CONCRETE 'NSTITUTE ' STANDARD SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS " ACI 301-72 AND BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, ACI 316-77 REINFORCING STEEL TO CONFORM TO RELATED ARTICLES OF ACI 301-72 AND 316-77 FOOTINGS AND FOUNDATIONS WALLS TOP OF FTG iT,O.F,i ELEVATIONS ARE REFERENCED TO HIGHEST FIN FLR ELEV PROVIDE 15 STEEL "DOWEL @ 46" O,C. IN FOOTINGS. EXTEND -14' ABOVE T.O.F. INTO BLOD CELL. SEE DETAILS ON DRAWINGS, FILL CELLS OF ALL CONC BLK FROM T.O.F. TO TOP OF FIN FLOOF PROVIDE CORNER BARS i EA CONT REINF BAR AT BONG BEAMS AND FOOTINGS. SEE DETAILS ON DRAWINGS. MIN CONCRETE COVER FOR REINFORCEMENT. CONCRETE PERMANENTLY EXPOSED TO EARTH OR WEATHEN „ 7' CONCRETE NOT SO EXPOSED ---- SL685 WALLS .. . 1,4' BEllk, COLUMNS ....... 1-1/2° SLABS ON GRADE TO BE 4` THICM CONCRETE W/ 6x6 1()i10 W.W.M. ON 4' CRUSHED STONE AND 6 MIL, PLASTIC VAPOR BARRIER, LAB JOINTS ON W.W.M. ONE WIRE SPACING. EXTEND MESH TO WITHIN 2" OF SLAB EDGE. SHOP DRAWINGS PROVIDE SHOP DRAWINGS FRIOR TO FABRICATION OR INSTALLATION CONCRETE REINFORCING CONCRETE MIX DESIGN STRUCTURAL STEEL MISCELLANEOUS STEEL MISCELLANEOUS FRAMING LUMBER SHALL BE #2 SOUTHERN YELLOW PINE Fb = 1350 PSI FAD NO PIPING OR CONDUIT SHALL PASS UNDER FOOTINGS WITHOUT FRIOF APPROVAL OF ARCHITECT, WAL-MART DEPT. STORE. D A f 9 .tyriLL+A YYY f. DRUGS oW �a w� �a N PR, 0JEGF a + GENERAL VICINITY MAP p. - #aneaonda �0 N M 17 n P n Ifmon �� q I Ka s San MJUa oAnson ' r . I it. 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G .L.-J FIRE 77 s IF � Rj ILL�QE Fa �1 •� '' ' � L n � ARY J r r.r 'v !�HR E SCR. j I Lake cy , t-�e�Ci `' — a n i • PINE r{ Lake I Mary 2FAIR Minni HGT Y ESTS. ' } k ` YAN lilt A DRLak �rp — —►� — — — 14 _ 13 .° ' EVAiS �Ma T p % 8T� 4Y 16 CU SEMINDLj Y-C LLEGE i i ' 5 �� d 7 r r Sl I LA L O S IRE SEA RD MAIN °LI — -- — -- -- -- 600 Lake - 9 aZ7 425 0 R I I J/ an 14E f"' 6 AY,PARK ' 'j, 15 / 2 1 NORTH AD J ke'• H! c a t` F, t� COUNT B HGTS. P t at",.( as- Ifw L Y,r ie y ' L�rTi. I I,t?. �lt�a f • °'•' ABBREVIATION A.B. AWWR BOLTS ELEV. ELEVATION O' 1EAD. OVi_RHEAD f J A.C.I. AMERICAN CONCRETE INSTITUTE E9. EQUAL PART'N. PARTITION ACOUS. ACOUSTICAL EQPT. EQUIPMENT P.I.V. POST INDICATOR VALVE ADJ. ADJACENT ETC. ETCETERA PL. PLATE ADJUST. ADJUSTABLE E.W. EACH VAY PLAS. PLASTIC OR PLASTER Yr' ' A.F.F. ABOVE FLOOR FINISH EXIST. EXISTING PLYWD. PL`YN0O +9 A.I.S.C. AMERICAN INSTITUTE OF STEEL CONSTRUCTION EXP. EXPANSION PR. PRIOR ALUN. ALUNINUM FDN. FOUNDATION PROP. PROPERTY ALI. ALTERNATE F.E. FIRE EXTINGUISHER P.S.F. POUNDS PER SQUARE FOOT iOtira ARCH. ANCHOR FIN. FINISH P.S.I. POUNDS PER SQUARE INCH ,sl APPLIC. APPLICABLE FLOUR. FLOURESCENT P.T. PAPER TOWEL r APPROX. APPROXIMATE FLR. FLOOR PTO. PAINTED F"p'f ARCH. ARCHITECTURAL Or ARCHITECT FR. FRAME P.V.C. POLYVINYL CHLORIDE y r•�rr �t A.S.T.M. AMERICAN SOCIETY OF TESTING OF MATERIALS FT. FEET R. RISER I'Ir. a B.F.F. BLDG. BELOW FINISH FLOOR FT6. BUILDING FUR. FOOTING FURRING R.C.P. REINF. REIW. CONC. PIPE REINFORCING BLK. BLOCK GA. GAUGE REGA. REQUIRED on, BEAM GALV. GALVANIZED R.O. ROUGH OPENING B.P. BASE PLATE 6.B. BRAD BAR R.O.W. RIGHT -OF -MY BRG. BEARING B.C. GENERAL CONTRACTOR SCHED. SCHEDULE >?krr ,•! D.U.R. BUILT UP ROOF 6L. BLASS SIN. SIMILAR °4+ „ CAD. CABINET GYP. OD. GYPSUM BOARD S.J.I. STEEL JOIST INSTITUTE C.F. CUBIC FEET HDWE. HARDWARE SPECS. SPECIFICATIONS C.L. CENTERLINE H.M. HOLLOW METAL SQ. SQUARE • yi ' , CL6. CEILING HORIZ. HORIZONTAL S.F. SQUARE FEET ' CLR. CLEAR H'RAIL. HANDRAIL STL. STEEL C.M.P. CORRUGATED MTL. PIPE HT. HEIGHT STRUCT. STRUCTURAL +' COL. COLUMN HTR. HEATER SUSP. SUSPENDED COMP. COMPACTED HW. HEADWALL T. TREAD CONC. CONCRETE IN. INCH T'HOLD. THRESHOLD Lf a # COND. CONDESATE INSUL. INSULATION TK, THICKNESS CONST. CONSTRUCTION INTR. INTERIOR TLT. TOILET CONT. CONTINUOUS INV. INVERT T.O.B. TOP OF BEAM y,•' „°„j' CONTR. CONTRACTOR JST. JOIST T.O.F. TOP OF FOOTING af3iY 't DET'L. DETAIL J1. JOINT T.O.M. TOP OF MASONRY ➢IA. DIAMETER LAM. LAMINATE T.O.S. TOP OF STEEL DIN. DIMENSION L6. LONG T.D.W. TOP OF WALL • C DISP. DISPENSER MAS. MASONRY TYP. TYPICAL DOWN MAX. MAXIMUM U.N.O. UNLESS NOTED OTHERWISE D.O. DITTO MECH. MECHANICAL V.B. VAPOR BARRIER .. (`•..':' DR. DOOR MFG. MANUFACTURER VERT. VERTICAL D.S. DOWNSPOUT HIM. MINIMUM W/ NITH DIN',, DRAWIN6 M.O. MASONRY OPENING WD. WOOD OR WIDTH EA. EACH MT6. MOUNTING WOW. WINDOW E.F. EACH FACE MIL. METAL W.H. WATER HEATER 4l,tr I' ELEC. ELECTRICAL N.I.C. NOT IN CONTRACT W.P. WEATHER PROOF NO, NUMBER WT. WEI6HT NON. NOMINAL W.W.H. WELDED WIRE MESH N.T.S. NOT TO SCALE �_t,t#i •; D.C. ON `ENTER ; +^4 r • W.br the Sea tnond Beach ly Hill DAYTONA BEACH Uayluna Beach Silures �S Uarmna I 0 Hdhar BY the Sea a'hndalr 1 Paur Pars Nav Smyrna Beach En. aweferm U. \\ Oak wr �` Snda La GI 5cmis,nuo �Altauhuy -tic Hp�la7 IEapB Canaveral ATT ISLAND Cocas 114111 T. iS.pattic L Shores Satellite Beach Indian I arbor Beach canoe, uth M.Ib w o Brach Pa mi B It Mll,b V,han Flw.dan. Ruch Ham MAIN, { 'A' PR I ME TENANT NAME -- ---- -------- NAME — ADDRESS --__ ADDRESS -- CONTACT `— _ CONTACT — — PHONE --_ PHONE — NAME — _— NAME ADDRESS ADDRESS --- CONTACT __— CONTACT PHONE — —_ —__ PHONE NAME NAME ADDRESS ADDRESS CONTACT —� —__-- CONTACT —` PHONE --_—__ PHONE 0 HORNS P1ERT1 ES 1 NC.KNOXVILLE, TN MUNICIPALITY BLDG. INSP. PLUMB. INSP. NAME G" I-AAA-L r3uIL�)�1� ►h15F' --- NAMEP. o • ax:-�)X 1-718 ADDRESS Sao MOZTP PaWc C)RIVI~ _ ADDRESS �An D I V- L !? Z2 — --------- CONTACT _ I IN --'f t>1�N — CONTACT GA2Y L.o. SoN PHONE 3a� 32Z - 31 Cn I — PHONE ELEC. INS'. MECH. I NSR NAME -- — -- NAME ADDRESS -__---- _-- -----____-- ADDRESS ------__--- CONTACT -----__—_—___—__-- CONTACT PHONE _--_ PHONE ENGINEER D.C. T. NAME ----------- --- NAME ----------------- -------- ADDRESS ----------------- ADDRESS _ __-- ---- __-- CONTACT _—_— —_--__ CONTACT _ _— PHONE PHONE ----------------- UTILITIES ELECTRIC WATER NAME F•Lt2?jGjA Prir/ � F �IC�I 41" Co M48E G rrY I`AA.L WATT Peet ADDRESS 501 NkolzrH. ADDRESS 300 ►40K�gl rx"RK C�94tvr-_ `-teNU EL t 327T I S�Ly[=o�r� 1 FL 3Z7? I CONTACT mg . BRUcr-_ . CFI IEI�I�,rl CONTACT PHONE PHONE 30p5Z322.31(oI r-_XL ?BIZ S SEWER NAME _TLQg(OQ P(1Izf�1 I T1L.►T! Cn, NAME �2{"[-`k' HALL_• SEv/e j2 G �: ADDRESS FRS W -r' 07"L r ADDRESS _moo Nbili 049K Imo,__ l=Ql Lb21 Qc� 327711 CONTACT CONTACT _ PHONE 'z�= 9 7 57 3'� PHONE 30A_)/ 3 ZZ - 31 Co l 'HONE CABLE NAME _ NAME ADDRESS ADDRESS CONTACT —_ CONTACT PHONE _ PHONE — GENERAL. NAME ADDRESS CONTACT PHONE PLUMBING NAME ADDRESS CONTACT PHONE ELECTRICAL NAME ADDRESS CONTACT PHONE , SANFORD FIRE DEPARTMENT 1303 FRENCH AVENUE SA ORD, FLORIDA 3 771 CJDNTRXTOM JOB SITE SUPT. ADDRESS PHONE SITE MECH. NAME ADDRESS CONTACT PHONE MECHANICAL NAME ADDRESS CONTACT PHONE _ C3 SITE GRADING PLAN C3.i SITE DRAINAGE DETAILS C4 SITE PAVING & LAYOUT PLAN C4. i SITE PAVING & LAYOUT DE•fA1L_S C5 A S I TE MECHANICAL PLAN v�lnr Cn E�, S1-T!~ MEN-{ F 4Q C..,4f 'PI -A" SF��ef�f C5.1 SITE MECHANICAL DETAILS Cb SITE ELECTRICAL PLAN C6.1 SITE ELECTRICAL DETAILS C 7 s ITS L.ANp- '1=r�_ ILL INDEX NOTES" ARCHITECTURAL . SERVICE! GROUP, INC . 11831 K I Ives -role PIKE KNOXV I LLE , TN 37022 (015) 065 — 74 -10 11 JDATE- 12 - 5 - 84 �3 H W-14 Y Ark �}y�•12 `L 5 To 211k p=:1hS I rJ / 60Trorn t=L +3. o' 5Tor • FJ--• 4-& • 0 ! 5Tc5jz, VoL • trn oicoo G•F 3. 4`} AG- F t _G. G 48• 831 , r 41,31' .50 f1mc. 4r,.b8 - . 0 . o0 4�: 6S . X' p ov.. r L47- 6 - 1 WAL-MART J BYRONS RR-82-GL DEPT STORE 9-$ 81 911 SE '�` 44,000 SF 0 4,4 k� LOCAL o2A B' W - 5 r I 0 �F 4 0 0 �9� b TToM EL• 4-2.0 d 5te 7o2/�GE. VoL• 4,�� / "�- �� 4 3• GT AG PT ` _ ` <&�R) 4E•66 �l UP •33 Dc�O' o Wl I 40 I� F \ v � �f3 5A ( T 4-1 \ w � (L ---• ST IZ. RCP m ---- ❑ r ' O Al Low -a- --J © _ \ a 9�T 5Tm' flw• u a I , \ Aa r - k, Ile SLvy PE. •\ `M _M tlr L 11 S-33r 48 ` 49,33' of v 1 ¢`I x W \- Q� a- CL � 0 00 �'' \ (� Q d 47•0047.75'' .� 4 1 0� w of _ 41 fD �1. ooN � _ I To l 47•Sv� r4-7.7S �• 47.50 - h1 Q2 GE3 t 5T 5r HW-1 NW 2 H `47\ Yy 0DDI STOKtiA al F L. 44.o' sroZb<.l; tj-. 4G•o' i / + SToV_ei E. VoL . 11 call Soo c.F. 3 r 1. 4•1 AG- PT Yi 49 r J FtWar-- ST N'�- 1AJr41 EX/8T Ill 5WAI_ 4UL.VN)F.�l% _- � i✓sr W, JmWq__wA1i2 4-:1 c EXCAVATION! AND GRADING NOTES ._aa�aaa=aaaaaaxsass-�aaasasa�a EXCAVATION TOPSOIL STRIPPING DEPTH J' AVERAGE EXCEPT DEEPER IF REQUIRED LOCALLY- ALLOW 1c),o o_ YDS. UNDERCUT AND BACKFILL IN BASE BID, COMPACTION PERCENTAGES lX Bax dry density) Mobl�leD PROCTOR METHOD (ASTM TEST 1 0►�57 ) BUILDING AREA q �I PARKING AREA __ �l5__I WASTE AREA �1d _ x OUTLOT AREA 61 5 X UPPER FT. OF SITE TO BE COMPACTED TO CP_X VIBRATORY COMPACTION ROLLER TYPE RELIT (GROSS WTzocnoll TESTING ALLOW I COMPACTION TEST PER EA. 5000 SF. PER LIFT AT A COST OF ~- ___ ►� __ DOLLARS PER TEST. MAXIMUM LIFT THICKNESS SHALL BE I2_" UNLESS NOTED OTHERWISE WORK SHALL BE PERFORMED IN CONFORMANCE WITH GENERAL CONDITIONS OF THE SPECIFICATIONS COVERING CONSTRUCTION OF THE BUILDING. s '` EXISTING GRADING SHOWN ON THE DRAWINGS IS PROVIDED FOR CONVENIENCE ONLY THEY ARE SCHEMATIC IN NATURE. GRADING CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING AND VERIFYING EXISTING GRADE FOR THE PURPOSE OF BIDDING AND CONSTRUCTION. NO ADDITIONAL COST WILL BE ALLOWED FOR WORK THAT CAN BE DETERMINED BY ON -SITE FIELD OBSERVATION. CONTRACTOR TO CONTAIN ALL GRADING WITHIN THE PROJECT BOUNDARIES AND SHALL MAKE A SMOOTH TRANSITION TO ADJACENT PROPERTY LINES. NO WARRANTY IS GIVEN CONCERNING CORRECTNESS OF s� EXISTING GRADES. CATCH BASIN SCFIEDULE ' PLAN MARK BASIN TYPE POP ELEV PIPE INV. PIPE SIZEiFLOW CFS IN OUT IN OUT i 4_6.0 4-Vo 14•XZ r 5•U5 14.45 cE32 0-0---.�o IH'x�" CC�3 Z 4�•0 4 (�.0 �1G•D _ 42,5 - 43.6, 43,0 /9 d' 15.58 cb-4 L L - 24"xd / 115 33.66 3.39 Gg 5 42.5 43-p Z�ix j 1I1Ic4 /5r� G(3-(o 2 4l� p cl� l s 4G•0 45.0 /4x2 ' 788 CB_ZA _:r 4 Z O _ 44.25 Ql{ Zri i 115 -- - CA 3A -t- 4-1. o Q 0 ca4A T 47.0 44.Z5_ -- s I S' cE�5A -T 47.0 -14,0 44.0 C H E A D W A L L S C FI E D U L E PLAN H.W. INVERT PIPE REMARK MARK TYPE ELEV. SIZE NO. HW-r I 44-1 14"x Z3' IeGP - - /5" ACCMP - -- FIW 3 I 44:00 N<n! 4 I 44.00 15 % AGGMP -4 (Cvo 44.06-P'- A6l NW 44.OD Nw 44.00 /¢ "x23" HW-8 _r 44.00 44.OD /4'x -13 14"AI&I - A-6lF ACCMP flw-y L ' HW-10 z RGF1 43. F HW-H S 43.00 14"X25" f?GP - Nw 12 z 44. 2G _ / �� , ACCMf ACCMI -- IT W -13 _ L 44 26, 14'll HW-14- jl� 43.33 /911A30" ACCMP - �IW 15 T 43.00 !9''X30" ACCMP HW-/&! 1/W-17 Tl Z4' RCP law-d Lr ok 20 AcP ZI z4" R cP cP 1lW 22 II Z4 RCP RESN�4P� EXIST &AADE, 45 Af-O'D FOA /V4KJ &oi,/. WoRK 45 A,FQ'D To M,4inIT�4/A! raClsi S�oPEs �f�ows SITE STORM -IFING NOTES CMP s CORRUGATED METAL PIPE UNLESS NOTED OTHERWISE TO BE GALVANIZED 14 GA., .079' GALVANIZED THICKNESS, 2 2/3' X 1/2' FOR DIAMETERS OF THRU 48' CORRUGATIONS. MINIMUM 19' COVER UNDER 5 ToszE. Va(- PAVING. ASTM 444 AND AASHE M36 CONNECTIONS SHALL BE BY ONE PIECE, 12' CORRUGATED BANDS, BOLTED IN PLACE. ANGLES, WYES, ELBOES, AND 1. 4-1 /JG- Fi`T TEES SHALL BE SHOP FABRICATED. CONCRETE PIPE TO CONFORM TO ASTM C-76; BELL h ROUND RUBBER WITH SPIGOT GROOVE. -v. I 49. ov�tFlow) � - qq ST S7 W-4 cy\ 49.5v + 00 v STot�n�t 5/Ns I K -- 2 V BO`(`I-GUI. I`,�• . q-�••. O = � � • 1 SYoRisGE. VoL v 471400 C.P. � 1. 4 q AG- FT- 47 so 44 r 4.6 4�•25 49.25 5To KM 865)nl -3 FUTURE BLDG 35,000 SF FEE. 9I- 33 SITE GRADEe/DRAIN LEGEN F If i],SFt Ct]TlT UUR - a-- EXLST. Ci]NTClUR --a--- VURM SEWER -ST- FU11SH SPAT �2 STURM SEWER -S-TE-- GRADE EXlYr• sPoT -tZ-- CATBASIN CATCH BASIN ❑ CB GRADE: GRADE IRLIN PIN. MARKER 0 1P CATCH BASIN Ex1s'r. ❑ CBE: c ic. mmalmoff MARKER ® CM DETAIL REFERENCE LEGEND REFERENCED ITEM .[ DETAIL NUMBER FIEADWALL TYPE I A/C3.1--- EIEADWALL TYPE 11 B/C3.1 CONCRETE: SWALE C/C3.1 CATCH BASIN F/C3.1 WEIR DETAIL Il/C3.1 - SECTION OF STORM BASIN J/C3.1 ---------- �LusN II_-►u AT PAVt;Mr✓�.r - �E Ab REa'v o M�TA�aI Al R• o. V1 Wo K .4S g�0 p EXIST• ifLOmor- LJS• ST Ac 9f� jrW Z 3 i ten\ SITE GRADING DRAINAGE PLAN PFOJ CT N .' DATE' 17 -5 -8A -7 i •C3 � E a- c c G i> 12 _ E_ _ r Aj L0-T G/1rL ----_ I L 0 -1 0 a MATCH GRADE ;;LOPE W/ SLOEHEADWALL SLOPE 6'X61X6"'Tll. CONC. HEADWALL SLAB /. W/6X6 10/10 WWM REINF. SEE PLAN FOR / INV. EL. HERE / SE:F: PLAN FOR PIPE `iIZE & MAT'L. - 4 J�SWALE: OR RIP -RAY AS SHOWN ON PLAN BELOW OUTFALL TYPE _E SECTION rco SLOPED HEADWALL A NTS. ` \ ,r _ \ `� \� \ / ISOMETRIC 0 HEADWALL N:rS, �.� (NO. PIPES REQ'D.) 2 1/2" I.D. X-STRONG PIPE W/ENDS CUTS 45 FOR 3/4"0 EXP. BOLTS INTO CONC. __HEADWALL SIM• TO 'TYPE EXCEPT FOR PIPE GUARDS. TYPE IL B �:3-I �i�(�i �. Gi�1�1Ji. IU vot :)I- i,LNHY 6X6 is/iG 2 r15 CO h T . �II `sl t • • I ., "U3GR' =$ I''linlJTi1J > n Ul:T%GTLY UNDFI' t -ON SECTION Cch CONC. SWALE N.T S. C3.2 A TYPE 1 GRATE _ TYPE 2 GRATE TYPE 3 GRATE _ r t �s SEE PLAN FOR ---- MATERIAL AT R CP GRADE -----------`g. 3.1 PAS �I"n i PRECAST CONC. bIANIIOLE O� > H fr YsTa°zrr� a� I� Fri r INFLOW PIPE I F SfIOI1!R ON OUTFLOW PIPE. zr j W E! R DETAIL. H _ EUL tstnE r O wtR vRp� PLAN - - w WEIR paR A ➢RSIIt s IDES7 I �- ~ - INYERT EL. I SELF..PLAN , "0 1 l p ° -1 � EACUr E)tisT Stall Fus HEn OF ctFat S�uw t7EEv 0K SCHEDULEir I 1- INVERT EL _� SCHED• /SE£ PLAN OR •-• . l;1I-- — _ II_I 3J EMTH FALL AG VDLa ' •'''� �`; ' du 1 SCHEMATIC SECTION IM DETENTION BASIN J SECTION CATCH BASIN • ., ,• r ; NT. S. N. r. S.It ,. �, o . NG YD �3- �C V _ FRvrAT VIEW ION CLEARING COMPLY WITH LOCAL AND STATE ORDINANCES REGARDING DISPOSAL OF DEBRIS. DO NOT BURN DEBRIS ON SITE WITHOUT SPECIFIC APPROVAL OF SAME. CLEAR AND GRUB FOR NEW CONSTRUCTION AS REQUIRED. EXCAVATION PREPARATION VERIFY LOCATION OF EXISTING ON -SITE UTILITIES. PROTECT ALL EXISTING UTILITIES, MAINTAIN EXISTING SERVICES A5 REQUIRED, ESTABLISH, MAINTAIN, AND VERIFY LINES, GRADE AND DIMENSIONS SHOWN ON THE DRAWING. REPORT ANY ERRORS OR INCONSISTENCIES TO THE ARCHITECT BEFORE COMMENCEMENT OF WORK, EXISTING TOPO ACCURACY EXIST CONTOURS SHOWN ARE INTENDED TO FORM A GENERAL DESCRIPTION OF SURFACE GROUND ELEVATIONS. TOPOGRAPHIC INFORMATION SHOWN HEREIN SNA(I Ff CONSIPFRFP TO NAVF THE FOLLOWING LIMITS OF ACCURACVt 0.10 FEET AT BENCHMARKS 0.20 FEET AT SPOT GRADES 0.50 FEET AT CONTOUR LINES CONTRACTOR 15 CAUTIONED THAT STRAIGHT LINE INTERPOLATION BETWEEN CONTOURS MAY NOT EXACTLY REFLECT EXISTING CONDITIONS. AREAS OF RELATIVELY QUICK CHANGES IN CONTOURS SHOULD NOT BE ALLOWED TO UNDULY INFLUENCE INTERPRETATION OF CONTOURS. STRIPPING AND PROOFING STRIP TOP SOIL TO DEPTH SHOWN IN EXCAVATION AND GRADING NOTES IN ALL AREAS TO RECEIVE NEW STRUCTURAL FILL OR OTHER NEW CONSTRUCTION. PROOF ROLL ENTIRE AREA WITH A FULLY LOADED PAN IN PRESENCE OF SOILS TESTING AGENT BEFORE COMMENCING ANY CONSTRUCTION ACTIVITY, ALL AREAS TO BE COMPACTED SHALL RECEIVE 8 PASSES WITH COMPACTION ROLLER, STRUCTURAL FILL STRUCTURAL FILL SHALL BE COMPACTED AS SPECIFIED IN EXCAVATION AND GRADING NOTES AT OPTIMUM MOISTURE CONTENT, ANY OFF SITE BORROW AREAS SHALL BE APPROVED BY THE ARCHITECT. PLACE FILL AND BACKFILL IN LAYERS AS SPECIFIED IN EXCAVATION AND GRADING NOTES. USE NO DELETERIOUS MATERIAL, ORGANIC, OR ROCK LARGER THAN b'. IN -SITU SOILS MAY REQUIRE ADDITIONAL WATER TO GAIN OPTIMUM MOISTURE CONTENT FOR COMPACTION. GRADING TOLERANCE GRADING CONTRACTOR SHALL BRING SUBGRADE TO WITHIN 1/10 OF 1 FOOT OF REQUIRED ELEVATION TO OBTAIN FINISHED GRADE INDICATED ON DRAWINGS. FINAL SUBGRADE SHALL BE INSPECTED BY PAVING CONTRACTOR FOR REQUIRED ELEVATION AND ADEQUATE COMPACTION BEFORE COMMENCING ANY PAVING ACTIVITY. TESTING CONTRACTOR SHALL INCLUDE PRICE OF ALL REQUIRED TESTING AS GET FORTH HEREIN TO BE PREFORMED BY A TESTING AGENT SUITABLE TO THE ARCHITECT. ORIGINAL COPIED OF ALL TESTS SHALL BE FORWARDED DIRECTLY TO ARCHITECT FROM TESTING AGENT, SUBSURFACE INVESTIGATION COPIES OF SUBSURFACE INVESTIGATION MAY BE OBTAINED FROM THE CONTRACTOR SUCH INFORMATION IS PROVIDED ONLY FOR THE BIDDERS CONVENIENCE. NO WARRANTEES ARE MADE OR IMPLIED CONCERNING ACCURACY OR EXTENT OF SUBSURFACE ROCK OR OTHER CONCEALED CONDITIONS. ANY ADDITIONAL INFORMATION REQUIRED FOR PROPER ESTIMATING SHALL BE OBTAINED BY THE EXCAVATION SUBCONTRACTOR. NO GUARANTEES ARE GIVEN OR IMPLIED AS TO SUITABILITY OF EXISTING SUBSURFACE MATERIAL FOR REUSE AS STRUCTURAL'FILL. WATER CONTROL THE CONTRACTOR SHALL FURNISH ALL LABOR, MATERIALS AND EQUIPMENT NECESSARY TO KEEP THE WORK FREE OF WATER EITHER FROM SURFACE SOURCES OR FROM UNDERGROUND SOURCES OR BOTH, SELECTION OF EQUIPMENT AND METHODS SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. THE CONTRACTOR SHALL BE AND IS RESPONSIBLE FOR ALL DAMAGE INCURRED IN HANDLING WATER CONDITIONS, Dart: r2 swY. C 3.1 1 U I A i c-r- I 1�G HaAvY 00-TY .v r� --i cocx TE WAL-MART RR-82 �� 81,911 t 0 C4 , l l G G N EAv Y Darr Etas' uG J BYRONS DEPT STORE 44,000 SF LOCAL F 6400 FIRE LPNV.- �—Pr S� way- Q ve r • L. 1c4.1 (-rYP ) rw-Rr �v✓c,s. F� slvewAc.K -- — CAA LIGHT Dctrr PAvIrJ Cu -- �,� OUTLOT NOTE OUTLOT NOTE MAXIMUM BUILDING SQUARE FOOTAGE SIZE SHALL MAXIMUM BUILDING SQUARE FOOTAGE SIZE SHALL aro 2/0 BE G500 5a. FEET. BE 4000 5Q FEET. I N BUILDING HEIGHT SHALL BE ONE STORY, BUILDING HEI611T SHALL BE ONE STORY. r AriiE2. /IME �/> R L EII6v (Ora I- E� o,L L" O T LIG� Dcs'i-`f v s �U 1 J STANDARD NOTATIONS FOR SITE FLANS CONSULT ARCHITECT FOR ALL DIMENSIONS AND OTHER ITEMS LABELLED •'VERIFY" OR "FIELD VERIFY" PRIOR -TO INSTALLATION OF THAT WORK OR ANY RELATED WORK. SITE BOUNDARY, TOPOGRAPHY, EXISTING UTILITY, AND OTHER EXISTING FEATURES ARE TAKEN FROM THE INFORMATION PREPARED BY SURVEYOR. SURVEY INFORMATION HAS BEEN FURNISHED BY A SOURCE OTHER THAN THE ARCHITECT HEREIN. THE ARCHITECT ASSUMES NO RESPONSIBILITY FOR THE CORRECTNESS OF THIS MATERIAL. SURVEYOR OF RECORD IS; D21dcx4F-_Y IaY( �{©S -� GY] IDILGl' E3LDC� 3277 ) BUILDING DIMENSIONS SHOWN ON SITE PLAN ARE NOMINAL DIMENSIONS ONLY INTENDED FOR USE IN DETERMINING APPROXIMATE SQUARE FOOTAGES. SEE FOUNDATION PLAN FOR ACTUAL DIMENSIONS OF CONSTRUCTION. PHASING OF CONSTRUCTION CLEAR INGRESS AND EGRESS TO ALL EXISTING FACILITIES SHALL BE MAINTAINED THROUGHOUT THE COURSE OF CONSTRUCTION IN A MANNER ACCEPTIBLE TO THE OWNER OF THIS PROJECT AND OTHER AFFECTED ADJACENT PROPERTIES. COMPLY WITH ORDINANCES AND CODES OF GOVERNING MUNICIPALITIES. D. ®. r PAVING .sP6c1F1c,47_ rti'GKNE.S.S Q101'V 1yF'E � ✓: L fR/CT/Oh JTAd/L/ZED �z„ �•c YOTE - Z 6 NOTES (/NL�6R 101VIN6 S10EC/F/697/O41s • DP r - lI , 3 - I CL < 3$ I } FUTURE BLDG 35,000 SF I i . r � � I i • I STo � �AsIN \ i OUTLOT NOTE \ / MAXIMUM BUILDING SQUARE FOOTAGE SIZE SHALL / BE 4600 so. FEET. BUILDING HEIGHT SHALL BE ONE STORY. DEVELOPMENT ANALYSIS WAL-MART' 8 1, 9 1 1 .`; !)EPART'MEN`I' STORE; 44 , 000 FOOD MARKP,`I' 3') , I MI5 5. F' . DRUG � l �.' ORF', 10, 156 S.I'. LOCAL SIDES 75,000 S.F. TOTAL 251,062 S.l'. TOTAL PARKING rd 5-0/1,000 S.F'. - 1251 SPACES 156/ SPACES Sl1 )4ti^! 4L79 SNoWN F- WAL--mk'<F FdK ;,O-`Noj'Sf DEVELOPMENT ANALYSIS NON-ST'ORAGL•: SQUARE FOOTAGE WAL-MART 69625 DEPT. STORE 35200 FOOD MKT. 28000 DRUG STORE 8925 LOCAL SHOPS 60000 TOTAL 201750 s . f - 164825 s.f. @ 5sp./1000 s.f.= 825 sp. 36925 s.f. (d LOsp./1000 s.f.= 370 sp_ TOTAL REOD. SPACES 1195 sp. PAVING SPECIFICATION: HEAVY DUTY PAVING - 17-11STABILIZATION BASE 501 L c e!`• et tr ASPHALT BINDER Z IF ASPHALT SURFACE (TYPE S-3) PRIME COAT 0.25 GAL/SQ.YD. LIGHT DUTY PAVING - �2.11 STABILIZATION BASE — D Ii 1501 L.- CST' — ASPHALT BINDER 2" ASPHALT SURFACE (TYPE 6-3) PRIME COAT 0.25 GAL/SQ.YD. CONCRETE PAVING - (V PORTLAND CEMENT CONCRETE 3500 PSI STRENGTH EXPA TSA 60' O.C. CONST,JTS.115'O.C. 4 a 'SOIL CkIAE�tW NOTE; 1. MATERIAL AND INSTALLATION SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE SPECIFICATION OF THE FLORIDA DEPARTMENT OF TRANSPORTATION 'STANDARD SPECIFICATION FOR ROAD AND BRIDGE CONSTRUCTION,' 2, THE FOLLOWING SECTIONS WILL APPLY: A. STABILIZATION OF SUBGRADE SHALL BE IN ACCORDANCE WITH SECTION 160 OF FLORIDA D.O,T. SPECIFICATION, TYPE 'B' REQUIRING A LIMEROCK BEARING VALUE OF 40. B. LIMEROCK, SHELL, OR SOIL -CEMENT BASE COURSE CONSTRUCTION SHALL BE IN ACCORDANCE WITH SECTIONS 200, 250, AND 110 OF FLORIDA D.O.T. SPECIFICATIONS, RESPECTIVELY, C. PRIME AND TACT COAT FOR BASE COURSES SHALL BE IN ACCDRDANCE WITH SECTION 300 OF FLORIDA D.O.T. SPECIFICATIONS, D. ASPHALTIC CONCRETE WEARING SURFACE CONSTRUCTION SHALL BE IN ACCORDANCE WITH FLORIDA D.O.T. SECTIONS 320, 330, AND 331 FOR TYPE 5-3 PLANT RUN ASPHALTIC CONCRETE, 3• CONTRACTOR SHALL PROVIDE FOR TESTING OF ASPHALT INSTALLATION FOR f COMPLIANCE WITH DESIGN CRITERIA AND REQUIRED THICKNESS AND SHALL REPLACE ALL NON -CONFORMING MATERIALS AT HIS OWN EXPENSE. Hwy l7 q2 SITE PAVING,/L'DUT LEGEND PROPERTY b"f- PL' L EXTRUDED CURB EC PAVING LiGH[ GUTTER CURB GC DUTY PAVING H AVY CURB CUT CC DUTY DUISIPSTER PAD DP DETAIL REEEKNCE LEGEND REFERENCED ITEM DETAIL NUMBER F'Of1Mf:D CURB G/C4.I EX'i'RUDED CURB CONC . CURB/GUT'T E'R fl/C4 . 1 C'LJRf3 CLJT T /C4 - 1 S J I>E:WALK L:fIG1•: J /C4 . 1 SIDI:WALK C.J. S.I DEV_JAI,K L.J. IIANDICA1) RAMP K /C4.1 /C4 . I D/C4.I. 1)UMIIST E1? 13A1) G /C4 . 1 1301,I,ARDS P I"IRE IIYD • B/C4 . 1 BOLLARD C/C'4. I FIRE: LANE STRIPC L/C4.1 PAI?K I NG STR f I'E U,v,Y,Z/C4 . I PAINT "STOP" SIGN P /C4.1 PAINT ARROW H /C4.1 PAINT "I11C'AP" SYMBOL M/C4. 1 GRADE "ll'CAP" SIGN S /C4.1 O'NIER GRADE S LGNS• R/C4 . l Pa)�,1>iITI��I�fi�'II'�IiHiO�; ,•.. . REVISIONS a b v v a TURN DN. 3 SIDES -- 12" DEEP IiO T:%- i-:XPUSh:D 1'0i(TtON OF' Pll'is TO BN PAINTED vJ1 Ai,'Iki(NATING 611 WIDE BAN05 Oil' YELLOW AND CONC. UUMPSTER � BLACK PAINT AT 450 TO H013IZuNTAL. PAD 9'xl2' NUM• � - F.- SEE SITE PLAN PER LOCATIONS i 1 .✓ FOR EXPANSIOO & CONTROL JOINTS T_. - — - BOUNDED CONC. SEE FLOOR PL N / ALLOW AT LEAST 2 PADS U•N•O• I ' .CANOPY ON SITE PLAN I 3 BOLLARDS PER 3'-0" 3'-0" D 1. ' BOLLARD }-- COL. i „ HYDRANT CLEAR ALL -1 -- ----e UNDERGROUND - - - CUNC. P'II.1.Ii0 i ,-CONCRETE -- C.L. I 6" 0 SLlii.DULL UTILITIES• SEE---- BULLARD DETAIL O- + NOTE: BOLLARDS 40 STEEL I'lI'L o' O MAY BE OMITTED WHEN CIil+MFlsti LDG1 ALTERNATE - LOCATION EACH - - - --}- TRAFFIC IS �' 6" - SIDE OF PAD ( � FIRE HYDRANT. - — SEPERATED FROM �j/r_?INISII NOTE: TAKE — -- ---- SEE SITE MECH. PLAN FOR LOCATION HYDRANT BY CONC• CURB _N - _ O1-IADF ---- ----- '-o" oCARE NOT TU DISTURB h, IF SHOWN ON 1'-6" ---+�--�- BLEND W/PAYING 2'-0� 1'-6" I UNDERGROUND I' SITE PLAN. UTILITIES W/BOLLARDS SEE SITE PLAN-- CONG. BA6E FOR BLDG• LOCATION 0 0---- -- - - - --- - -- 2'-0" 5' -0" 2' _0" 111 2 BOLLARDS PER DUMP PLAN 9b FIRE HYDRANT BOLLARDS _ z -o° r PLAN ) H1CAP DAMP D PAD LOCATE AS SHOWN OR USE ALTERNATE LOCATION WHEN PAD Is RTS• �,�•. SEC BOLLARD N.TS, C4 PLANT M DUMPSTER PAD NOT ADJACENT TO BLUG• N.TS. C4.1 N.TS. w PAINT WALK EDGE LIMIT PAINT @ JT. TRAFFIC YELLOW 2p III 6„ JOINT CONT. ��CONTROL CONC. SIDEWALK 111 G-� � L l2. } �/ I I � � GIN. rkn�F srr� SITE PLAN - "ii C'IN. EXTRUDED CONC. r GRADE 21�2 8 2ftS a 12'-0" CONC. CURBS ONLY �- I , ,, - - � 6" CONC. COMBINFD — cuRn r, currr.R n.SPlrnr.r — —v�_ L � -- - WIRE CURB _ _ v PnVINr MI.;H REINF. z HOLE - - --� - - - - - � � -L- — �— ASPf�IALTIC TOPPING i 9 ASPI-IAL�i'IC TOPPING _ --�-�_ r 6"-0" LONG PRECAST - 3000 P.S• I • CONC. CURB W/4x4x4/4 M �/ `, � �-,"-I I �r, a nsPlr�l� -► o n ' Till c r; � I ss VARY', N — _ _ -' - - - `_ - APPROVED BASE 6 i- CONTROL JOIN'P APPROVED BASE ----;— _ _ - FINISH GRADE - II --- IV/ PAYING 1z" (,;" 11 1/z" HEST/,- �-AYf''ROVED - %}5 TZEINF . CONT. o AS SHOWN SIDEWAONSPLANS _ - --- - 18" LONG x 1/2" MILD - -- �{ I ' - SUBGRADE � FILL W/h1A8'TIC APPROVED SUBGRADE -- - °. ., , _ - • - SIL• PIN W/2a0TR•POINfS, SINK INTO PAVEMENT I I FI z 18" —APPROVED BASE - APPROVED SUBGRADE APPROX • 12" I I -'--- +f NOTF;: PHOVIDE EXPANSION JOIN1113 IN NOTE: USE 6' LONG CURBS U _ NOTP: PItOVIDF PXPnNst(1.N .rnl^1'1'S 1N CURBING, 9 20'-0" O.C. CURBT NG AT PO' O.G. U • N • 0• WHERE PRECAST CURBS ARE CALLED FOR. � � K SECTION EXTRUDED CURB CT PRE W CAST CURB SECTION! CONIC. CURES/GUTTER SE I SIDEWALK EDGE SECTION SIDEWALK CONTROL JT. N.TS. C4.� PiTS. C4.1 N.TS.�C41)NAS. C4 RTS. 6„ C.L. OF -- DIVIDING - 2"-1 2" 8' T LINE OF 'TRAFFIC F rn 10" 4" o PAINTED 8" WIDE ARROWS z Al Cf':NFI R IAN: OF EX . JT. ?C+ �� raAl�l lr 1nNL -- 0.1 A`' SHO'wN o °r , EDGE 01' WALK— ;' o � P1IUVIDrJ 3 PrETAL P.'I' EACH P'1IN. 01'' SET :iT,tIP L;F:F? STAKES 1�2/ _ 1 1 X 3 :1ED'�J00D ST;?I E SIDE OF' JT.�_ �-1 ' -d" HIGH LF I"fER' - I WIf)E P'1'U. SI•RIP1i;s d LOCATE ULLAR nF All RAMP' 'FY111(AI _1 fl:i 68 � f -- _ FULL SID21,4ALK 'WIDTH -,l FIRE �� 0 P��1V��VPAINTED STRIPE' --- - ---- �� ---- - -- AND LETTERS "flow nPP HANDL--jL PAVING 1� Tr ' ��-; a r - ;> r I -- 6'; Fnit IFrr' IUitN I leiTi. C-' -TE MASH EIN . I TEaP4INATES JT. 4„ PAINT SYMBOL ON PAVING CL PARKINJ SPACE PLAN IM FIRE LANE STRIPE FLAN I�I�CAP SYMDOL PLAN 910 PAINTED ARROWS PLAN (M PAINTED" STOP" SIGN � SECTION Q SIDEWALK EXP. JT. Q N.TS. C41 N.TS. C4. N S. �C4-1)NT.S. C4.1 N,T,S. C4. 1) ---- - A-5 � 'L7 4'-0' ENAMEL PAINTED,,PER STATE CODE ON L 6 GA. ZINK COATED VOP CURB y } STEEL PLAN PARKING STRIPE 3 `S w 2'3 C4.1 1 1/2" 0 S'TL. _ �ih ' PIPE: GALV. �� CE]! tC CURB q WATNEC WATERTIGHT = 10'•O" i I � 4 � o- � \ I 1 FIRE 1�►p 13IGv06 INTO - O 0 _ CONC. BASF: - ` � Cfm E GE co C3 SIMILAR TO — BELOWLi �. PAVING EDGE DETAIL S/bAJ -.- - — p•, FINISHED GRADE: IL.G7 SF RIP PAP �''�--- .4' 7RhFFIC YELLOW STRIPES _ 8• i \ E L E V. TRAFFIC SIGNS 1 RAISED PAVING EDGE I GIs ti11L. TNICKNE55).0 — T. J.S. - 9' -4- e. A. SIGN MODEL NUMBERS AkE A5 MFG. BY BEST GRAPHICS EAST WOBURN. MASS., OR APPROVED EQUAL o SLaPE_ INTO SAStN 15 WHERE SIGN DESIGNATION IS SHOWN ON SITE PLANT 15Lo FOLLOWED WITH A "P", PROVIDE 51r,N MOUNTED ON STEEL I 11„ 11.11� II POLE ,W/ TOP OF SIGN �8' -0" ABOVE GRADE. SET POLE 1N 1% DIA. CONC. Z'10DEEP. G. SIGN SIZES TO BE 18M X 241 U.N.O. J4. SIGNS TO BE ENAMEL PAINTED ON 16 GA ZINC COATED STEEL. 1-- �p ELEU I TRAFFIC SIGN rs PLANCURB �� N.TS. C4.1 I ' FaG� of Curia oR s+vEW��ic. 4"YeL!-oW r II'� PLAN d) PARKING STRIPE v p, N.T S. J4.1 P/S1/JY GtEYuGitJ_ �T�C4. 8' O" ) 7" )-11" 11'-(a" 9'- T" 1I2 TYIti. SPAGIIJG I u' �J VARIES SEE SITE PLAN O O I� C� ► - CLEAN --�~`l1 �--- -- TOPSOIL TO BE MOUNDED CLEAN BACKFILL TO Z = -� ttt 7 C , TOPSOIL ALLOW FOR SETTLTMENT — — — /`b•• FOGS OF CUCdO vIOGt isIDEWALL( �'' -L/ STR D 5 - TOP LIMIT CaU" COMPACTED ! EARTH SUBGRADE 4" YELLOW PA IQ-r r-tE'TUGtN CT L' SCAPE ISLAND X FLAN PARKING STRIPE Y FLAN! It PARKING STRIPE Z N.TS. C4.1 PITS. Cq ( RTS. U4. um� SITE PAVING LAYOUT DETA I L Ci of 1O 7 DATE: ►z -5-A� 5HT. C 4.1 N FIRE HYDRANT FLOW READINGS ` FLOW: GPM �V\� RESIDUAL PRESSURE: _ F'S I STATIC PRESSURE: PSI PIrOr PRESSURE: _ FS1 READINGS TAKEN BY: DATE --- LOCATION OF READING: REVISIONS 7�. f it -f, 7p- 1 �t lo' 1 to 1r `�'-t 10 r -- - Fk F' --•-- SITE MECHANICAL MATERIAL SCHEDULE s �- I L.• tr3•� -rr�s-Z 1'H � - 10 — - - - - - t�- EtJC. LINE MATERIAL GRADE ON SITE OFF SilE MIN wM r2rr Do�K I� I,FE 14E MARL BED B'FILL DED B FILL 'GVLk - - u LL oV. ___ _ ____ _ ________ ______ TE (o (� 1 SEWER P!/C �5,QR 5 S9NO >�4iYP_ .S9_�YO_ "y0- ,34„ -- 153 � warzFxt SR 7 -- WAIERC>�°P�fi rl��„�„ �,,,� .�9�YP ,�atip �cY� .��_ M� -- - N kWh FIRE P�� - �QD -- Roo wv .BYO ,�4zw GAS 1$ r\ W A L— M A R T J B Y R O N S EARTH BACKFILL SHALL BE OF SIMILAR MAIERIAL AND '-OHVr 1 "+ RR-82—GL DE^P^T STORE T 2� X\ SfRUCIUPAL EOTH tiLL 5EE EICAVAIION NC'Es' 81,911 SF 44,000 SF \ STONE BACO ILL SHALL H. ,d" 10 1-1 J' NAMFEF ';OMFAUI' 1/� MODIFIED PROLIeF 19 w PIPE BEDDING SHALL MATCH PIPE BACKFILL UNLESS NOIED aS tHNE LIE SUCH SAND SHALL BE CLEAN AND WP HOUI DELLIEPI�J� MuiEkll"L V -- M wry SR- 6 � REFER 10 TRENCH DEii11L ON DRAWINGS FOR LiMIL; J! BED i,NG BA_r�i T'fP. Fes- LorhL " u L G A L 2 10 TESTING OF TRENCH BAD FILL COMPACTION SHALL W); EL "IQCIREL _NNE \ N L„ BASE BID ALLOWANCES F 6400 w� 3 SIN "OFF SLIP LINE IS A LINE IN A f;IGHI-OF-wu , D'HEF . C G 5 Gtx� t/L SHP 10 � � � AND N01 SFECIFICALLr ItI1HIH PRUJEC: rkOFEF11 LINES rE3'j — �• O �'�o AN "ON 91'E" LINE i5 A LINE WITHIN PPOJEC! CkOFERIr�L�PIEE NE, N0 WI lHiN i Ui ILI f , Ei1SEMEN, OR RION O, WAi • FOR LINE, ROM OF P' O OSK E�UILDI NGS AN N F. FFR 1� LI N ar,E W [ R)F 1 D INSIDE E _ b E, iLLI G L I l0 AN: LINE fH1f IS 10 BE CONSTRUCTED AND MAIWI INE� [: H L'lLi?, 41HOR111 SHILL E'E OF MOEFiALS AND iMS'A1+1i"'r .,_ Dif,L;'EL TP'If `tJ1 +HI AU(HOP(� rra.t t , WATER UTIL CITY HALL - - •ii3 - ADDRt ss 300 N. PARK -t7R - - _ AV 3 Z77/ �J r C()NrALI PAcIL _ MOOAF— -- i =1d PHONE 1, _ --- - 3lhl �r 24 7 1 UT I L. -� SEWER�'�" K �© z �{ALL O , NAME I �CD rrP. G� 30C A/. PARK UR -- ra T � � _ • LOr1'`L AUURFSS 5rz Z St �t✓5r- 5,41�1FC) RD , FL 32-771 � CAN r ro „ --- - -- - - �- ~� 10 13- I - - - - --- ` � rl1NTACr PAUL MOC fZ� a rg_ 1 o D 4� PHONE (3D5) 3l.'L -31 / �r Z4.0 1 �C p�°� - •I U TIL. GAS 10 • NAME FLOR�o%l P06LIG LIT GD• r2,-► aj vt �-� Zir -- - - ---- - — - - - `r ADDRESSJ�.--WEST (n7N 57 - - 1 'I � SA,VFoRD, FL 3271/1400 _ ,Ir2 11 wM CONTACT u .. , • ARr N1ANUE q PHONE - - -- --- 10�` (305) 32Z-5733 � L) Qo 1. — SITE MECHANICAL LEGEND 2 GAS McTC 5 I FoK F_MEK. SPRINKLER RISER SR I WATER — W [o ra I MANND F t�Mfl WATER EXIST. -WE— `Yg- ID_ MANHOLE EXIST QMJ-!E SEWER — S — �o W LL I I VALVE -V� SEWER EXIST. - SE— II N Z N � � � I l VALVE E XIS•T. -my GAS — G — GAS METER ❑ GM GAS EXIST. -GE - 8�) � � 1 I TF - �- �a- ► FUTURE B L�•D G 0� �„ 3 5, 0 0 0 SF c 1Q r EXIST.GAS MTER ❑ GME FIRE PROTECTION —F — �9 LL. _ I I FIRE PROTECTION r}Iwr r WATER METER ❑ WM EXIST. — FE- 00 r' YP WATER METER p" 5•I EXIST. ❑ WME FIRE HYDRAN i FN tiI ►o,r CLEANOUT Q CO FIRE HYDRANT FHE v� uuf--1 •F EXIST, 0 rn • r j ecvrul �Nj - ,±CD DETAIL REFERENCE LEGEND Q L tAF REFERENCED ITEM DETAIL NUMBER _ CO ul r t0 - P BLOCK rS-2 G/ C 5. " � \ 'I'IiRUs` t)CK r8-I � 1 il�-1 �u F• r�`f FIRE HYDRANT H/C5.1 (� �.._yr...._."..r.. s ` SEWER C L E A N O U T J/ C 5. 1 ° 'IA .VF- M R V/I - ��- I - uv u a WATER METER GRADE BOX K / C S . 1 GATE J� STJI� � DROP MANHOLE L / C 5 . 1 • IY� N MANHOLE M/C5.1 V C ,1 LINE 5`I'UB N/C5.1 , 21 HOUSE: SEWER TO MAIN P/C5.1 SITE --- PIPE TRENCH 4/C5.1 + e2jhKL22 R1� i��GrJ. I - CHA �a1 I CAL U. A �0 PLAN 10 CoPUIEc �- • - --- -- — FIAT F R I -rr� �Cl„r•. I F1�Itl 12 FNE ... V`r�• • - ---- - Ity 5- —� < �1 -- — -- --- - PROJEC r NGS; f - - I I i7 Y q Z uc SHT. C 5 bRi v� _ r N �6 E2 6ME Gig R _ ``_- ? (v t o !- E� f oA LOT GA p_ �. a T MANHOLE COVER GRADE -7 NEENAH OR-1723 FRAME & COVER ADD COURSES OF BRICK TO BRING MANHOLE COVER TO GRADE 0 1 r� "I NFLUWN I NIV FLOW I I SEWER PIPE- - SEE SITE PLAN FOR SIZE & INVERTS z H N 7' 0 DIA. C.1. MANHOLE STEPS @12- O.C. NEENAH TIP-1980-5 4'-0" DIA. i 5' MANHOLE INVERT PER PLAN H r CONCRETE FILL . •v w o ,, -� CONC. BASE 6'-0" SQ.- SECTION an DROP MANHOLE L N.T. S. C 5.I k 9 "FoRGAE" IYA/N �y w; rx L r4 /ni,.y Arrestor At EaaA '4 A A h 3'x3' W ffAPRLA> ,F C9,vcREr'Z' RoX SE 'IN oLaJ(,r l/A� 1r "x/4`x 4~ T'E, AIYER CA.V/i ,Goat E'V,4RV Z' 4A4H r TE/R AfANNotE CoYER Za PSG Pr�ssu.� ,� �iircad� � •� f` n•� j!,/vc B PRESSURE SWITCH BOX C5.1 / AT LOCATIONS SHOWN TB-1 OR TB-2 NOTE: BEARING SURFACE AREA ' titi� � z \ DUCTILE ry w FIRE LINE F'ITTING ra rm WRAP FITTING W/2 !. 45 REBARS EMBEDDED ry INTO THE CONC. D •'o SECTION AD THRUST BLOCK N.T.S. MANHOLE COVER GRADE NEENAH #R-1723 FRAME & COVER - ADD COURSES OF BRICK TO BRING MANHOLE COVER TO GRADE 0 2'_-S? II L DIA. ----- C.l. MANHOLE STEPS @12" O.C. NEENAH HP-1980-5 4'-0' DIA. i -5~ --- - — MANHOLE INVEI?T PEI2 PLAN z H - N o r ----CONCRETE FILL -- CONC. BASE 0 - - 6'-0~ sQ.--A SECTION (i MANHOLE N.T.S. tl C5. lYfMA9 Coven / 9-/974 -C y�J X /'+Are• /L 4;rr Jr�►�'io.J fvR/v,�ce' bia/„0a6t Y-44 VE P/T PRfdSuRlGA�E �G ".4-arCONC. -/PE' m/g R60vd fA so Ar ry rs.aeo VAard 3rfM� N/rrc s (�jR007- Ar P�i'e /°IN�rTAr�oas V .AMA'R/CAM GLARY/rv(,; ORS 2 RfS/LirN7 .SEAT CAr4e YALV` SEALANT' FE GONG'• ,qA6£ AS RfQu/RED 10, • M/.V/GK.Vfs f 919 � m OSScr CRf/SHEo 5770AheMAID VAI-uE LOfC wore VALL/o R!r SNALL 9f jvArffOf" A ,yfra'/4'/41J 3ic/.IICL ,�,rEEr e/%Y or SAN/`ORD sP6e/F/e�IriDNs PUMPING CONNECTION AS REQ'D. BY FIRE DEPT. HOSE -- 0 VALVE IF REQ'D. CONN. BY LOCAL FIRE DEPARTMENT GRADE 7 CU. FT. OF GRAVEL FOR HYDRANT WASTE VALVE BOX KENNEDY F:G.1.21 24" CONC.THRUST BLOCK BETWEEN HYDRANT SHOE TIE RODS MIN. AND 'TRENCH WALL a j DO NOT COVER FLANGE- W/GONG. 6" MIN. 4 CU. FT. OF 3' STONE FOR SETTING BASE - 6" GATE VALVE AT PROP. LINE OR AS SHOWN i KENNEDY FIG.71X SECTION IM FIRE HYDRANT N.T. S. _ /�'H b0 V• w IRON PIN MARKER W/SHT. M'TL. FLAG PAINTED SAFETY ORANGE. - NAME TAG GRADE / --DO NOT PENETRATE SEWER LINE W/MARKER LINE INVERT OF STUB LINE AS SHOWN ON SITE PLAN ELEV. (M STUB N N.T• S. �C5.I .) ,---ALARM LIGHT ON SIDE 2-3"DIA G.S. POSTS IMBEDDED CONTROL PANEL NEMA 3R, IN CONCRETE TO SURFACE - STAINLESS STEEL, WICK SERVICE DISCONNECT 2 DOGS (DEAD -FRONT PANEL ALARM BELL �+- - W FAD LOCK B HASP) (6" WEATHER PROOF UNIr) AUDIBLE ALARM SILENCER BUTTON METER— q U" EMERGENCY POWER RECEPTICLE 4 WRE 4100 PYLE NATIONAL) LIGHTNING ARRESTOR AHEAD OF CONTROL PAPIEL JUNCT)ON BOXES W./ PLIABLE WE CA EQIAAL) --_— - - GAS TIGHT SEALS 5/4" HOSE 8100 WITH � N &tCXFLDW PREVENTER 4�DI VENT WITH S.S. BUGiCREEN Oft/HD%E BIB VACUUM CONC BLK OR CAST CONCRETE Q Y BREAKER BA SEE NOTE II I ' STANDARD FLANGED TEE W/ BLIND FLANGE ELEV v _ V[ 4 -CO • ¢ • VIST GRADE e °a a� Icli rCNECK VA - 3/4' WATER LINE :� I I /' -PLUG VALVE z Q Q V o I /}4-fi 0 C E W 12Y1 R I y 1 Non :o U 1 ir ' LIQUID LEVEL CONTROLulr CABLES TO IN ONE A CGtlpIIly PUMP POWER . LIFTING CHAIN ✓ i � � I — f � \ � "r CAaLES TO K IN SEPARATE a I -r DUCTILE IRON PIPE CONCUIT ° POWER I (M J) - CA6L E r } a I • . • _r 2''DIA.SCH 40 3T"LESS �. + FLOOR DRAIN -- -- STEEL PIP£ - -- - - POURED CONCRETE F-CIOR --1 'WITH 6' .6' W W M L-2- $4 BARS yirarf B�� FLYGT LIQUID LEVEL_-- - I I - - CCNOLS OR APPAEOW� EQUAL - r _- - I Nora L/rr $TArrom Afvsr AUDIBLE -ALARM ELEV x 10,00 PRISS!/Ri $w/rcH V LAG PUMP ON ELEV N_A 600 y� I V 8 A. ARM LIGHT l I O SEAO PINUP ON ELEV S 50 BOTH PUMPS OFF ELEV 1� U 5U ALSO ALTERNATE _EAR` g \ LAG SEJUENCE C= � 5�, �.--E�L_E_V T 27.QD i GROUT- _ I 7 1-)0 50 1L fc i�'nr c u •.t A.A .ai\ , 3/4 0 I1 ANCHOR BOL' S TO EXTEND 7 INTO BASE SECTION ru "')i (i0 nor ALAFCM OU7sl GE WALL CHELK \ I FIDE DEP' SIAMEsE CON N Ef-TI0K 18" x 18" SQ. NEENAH OR.4055.10 _ -- 107i COVER SET IN BELL PIPE END —CONCRETE, CAST TOP FLUSH W/ GRADE SERVICE WEIGHT CAST IRON SEWER PIPE BELL SECTION 6" LONG LINE SIZE CLEANOUT W/PLUG i SEE SITE PLAN FOR SIZE AND LOCATION - 45 - SECTION M SEWER LINE CLEANOUT L N.T. S. 9 "` C 5.1 SLEEVE PIPE +2' FOR 1" CLEAR ALL AROUND PIPE wyr r ra/ evAr Anrm -MAIN SEWER SECTION 0 HOUSE SEWER COW. TO MAIN � N.TS. 'so``�"' C5. A L— UI, rLINE OF A T�rP. C- � I I dIJT�f< I 'A1��LL -ABM �LIVE APF,9,cAl=J::l WALL IMF-ACA-r VALVE KEG?'D• FO s-T I W DkGATC Is NUr FTZ/Icl Pl1N 'ALL ELEV. M SPRINKLER RISER C% as O H a, w N G1 + 0 w � H H as a >a�w wvv� a• � ELEV/ N.T. S. - BLDG. WALL WTR. METER — AS REQ'D. BY UTIL. COMPANY C5- WATER METER VALVE & BOX BY G.C. UNLESS FURNISHED BY UTIL. CO. SET TOP FLUSH W/ FINISH GRADE FIN. GRADE - f N DOMESTIC WATER RUNOUT DOMESTIC PIPE `I'O PASS WATER LATERAL-, ABOVE FTG. CUT OFF FTG. PEI2 FOUND. VALVE IN LINE, SIZE TO MATCH PLAN LINE, BY G.C. UNLESS FURN. BY UTILITY CO. WATER METER GRADE BOX FINISH GRPDE ELEV. AS SHOWN ON SITE PLAN BARE #6 COPPER CONDUCTOR BURR IED SUBGRADE ELEV. a TOP OF FRENCH FOR SPOTTING BY D T E c r o R----��_ FlLij c cl 2 EXIST• EARTH L0 r ¢ z COMPACTED BACKFILL 0- Ly", CV TIGHTLY COMPACTED CLEAN BEDDING 9 :D NON-METAL I C PIPING OR CONDUIT w¢AS APPLICABLE Ia- J TRENCH WIDTH AS REQ'D SECTION 9b PIPE TRENCH Q RT S. �C5,V 2- I JC 12, F-�►C�6 ai Cam I {2, a/Ilge f-AaelcC VJ1e&RBEo " 6P PLAN V N.T. S. G�.1 GENERAL SITE ME.CVIAN I C OL NOTES OBTAIN ALL NECESSARY PERMITS AND PAY ALL REQUIRED INSTALLATION AND SERVICE TAP FEES, ACCESS FEES, AND IMPACT FEES. REFER TO EXIST SITE TOPO AND UTILITY SURVEY FOR INFORMATION OF EXISTING UTILITIES. DIMENSIONS SHOWN ARE APPROXIMATE AND MUST BE FIELD VERIFIED AND COORDINATED WITH OTHER TRADES, EXTRAS WILL NOT BE ALLOWED DUE TO LACK OF COORDINATION. ALL SITE MECHANICAL LINES MUST BE TESTED AND APPROVED BY LOCAL INSPECTORS OR UTILITY AUTHORITIES AS APPLICAPABLE PRIOR TO COVERING OF SUCH LINES. COPIES OF UTILITY APPROVAL MUST BE SUBMITTED TO ARCHITECT BEFORE PAYMENT FOR WORK CAN BE AUTHORIZED. MA5TSR Ma%-- . O�A CAI- SANITARY SEWER ALL SEWER LINES SHALL BE INSPECTED BY LOCAL MUNICIPAL AUTHORITIES HAVING JURISDICTION OVER THE PROJECT AND BY [HE ARCHITECT BEFORE COVERING OF ANY WORK WILL BE ALLOWED. SEWER SHALL HAVE MIN 1/8' PER FOOT SLOPE UNLESS SPECIFICALLY NOTED OTHERWISE ON DRAWINGS. REFER TO DRAWINGS FOR DETAIL FOR GRADE LEVEL EXTERIOR SEWER CLEANOUTS,REFER TO HOUSE CONNECTION DETAIL FOR CONNECTIONS OF SEWER MAINS WIIH HOUSE LATERALS. PROVIDE TOP ELEVATION OF MANHOLES AS READ, SEE GRADING PLAN FOR FIN ELEV. FIRE - SPRINKLER ALL SPRINKLER MATERIALS AND INSTALLATIONS SHALL COMPLY WITH NATIONAL FIRE PROTECTION ASSOC. VOLUMES 13 AND 24. SEE DRAWINGS FOR RISERS AND HYDRANTS SYSTEM SHALL ALSO COMPLY WITH APPLICABLE PUBLISHED STANDARDS OF FACTORY MUTUAL SYSTEM AND INSURANCE SERVICES OFFICE OF STATE OF PROJECT LOCATION. POST INDICATOR VALVE IF CALLED FOR ON DRAWINGS SHALL BE MANUFACTURER AND MODEL AS REQUIRED BY LOCAL FIRE DEPARTMENT, HYDRANT FLOW INFORMATION IF PROVIDED ON THESE DRAWINGS 1S SO PROVIDED ONLY FOR CONVENIENCE. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING HIS OWN FLOW READINGS FOR PURPOSES OF DESIGN, NO WARRANTY 1S GIVEN CONCERNING CORRECTNESS OF READINGS SHOWN HEREON. PROVIDE THRUST BLOCKS OF 3000 PSI CONCRETE AT ALL ELLS, AND OTHER CHANGES IN DIRECTION OF FIRE (SPRINKLER) LINE. SEE THRUST BLOCK DETAIL, PROVIDE BOLLARDS AS REQUIRED FOR PROTECTION OF FIRE HYDRANTS AND POST INDICATOR VALVES WHERE SUCH DEVICES ARE NOT PROTECTED BY CONCRETE CURDS OR OTHER BARRIERS, SEE DETAIL ON DRAWINGS. SANITIZE FIRE LINES BEFORE PLACING ANY SUCH LINE IN SERVICE. MEET REQUIREMENTS OF LOCAL AND STATE HEALTH DEPTS, FOR SANITIZAIION, DOMESTIC WATER ALL LOCAL SHOPS SHALL HAVE INDIVIDUAL WATER METERS. REFER TO FLOOR PLAN FOR APPROXIMATE NUMBER OF REQUIRED WATER METERS, SANITIZE WATER LINES BEFORE PLACING ANY SUCH LINE IN SERVICE. MEET REQUIREMENTS OF LOCAL AND STATE HEALTH DEPTS. FOR SANITIZATION, GAS ALL LOCAL SHOPS TO HAVE INDIVIDUAL GAS METERS. REFER TO FLOOR PLAN FOR APPROXIMATE NUMBER OF REQUIRED GAS METERS. ILIFT STATI OM I WF0PMA'1'I0N: SUMP DIMENSION -_ vourS 4 --' .0 ,- SUMP MATERIAL C c71JC , PI IASE _ _3 IMPELLFa SIZE 1MF'G. f LEAD 7 7 _ MODEL _� G r, - -6127 GPM I IO 'TYPE DUPLEX — ff. P. GENERAL NOTES j LALL EXPOSED METAL SHALL BE PAINTED WITH 2 COATS OF EXTERIOR ENAWL PAINT. 2 WET WELL AND VALVE VAULT SHALL BE COATED WITH EP214 EPDXIMAST TYPE 301, INSIDE AND OUT (TWO COATS, 9 MILS EACH) 3 BASE AND FIRST RISER UNIT TO BE CAST MONOLITHIC 4. PRESSURE GUAGE SHALL BE STAINLESS STEEL, WITH STAINLESS STEEL DIAPHNAW41. 4 1/2' DIAL AND RANGE FROM 0-60 PSI GUAGE SHALL_ BE ASHCF40FT OR APPROVED EWAL, VALVE \AULT SHALL BE SIZED TO PERMIT EASY REMOVAL OF CHECK WLVE SPINDLES WITH MINIMUM CLEARANCES AS SHOWN FOR 6" DIAMETER PIPES AND SMALLER CLEARANCES MALL INCREASE AS REQUIRED FOR LARGER PIPE SIZES fi VALVE AULT SHALL HAVE SEALED FLOOR a DRAIN T ALL LOCATIONS WHERE PIPES ENTER OR LEAVE THE WET WELL Q� VALVE VAULT SHALL BE MADE WATERTIGHT WITH WALL SLEEVE OR NON -SHRINK TROUT 8 PUMP LIFTING CHAIN SHALL BE MINIMUM 3/8" STAINLESS STEEL CHAIN 9. THERE SHALL BE NO VALVES OR ELEr.rRICAL JUNCTION BOXES IN WET WELL 10 \ACUUM BREAKERS OR BACKF LOW POE /F N TE RS SHALL MEET THE REQUIREMENTS OF THE UTILITY SUPPLYING WATER I I CHECK VALVES SHALL HE LEVER AND SPRING TYPE AS MANUFACTURED By KENNEDY, MOH, OR APPROVED EQUAL 12 WET WELL 9 VALVE VAULT COVERS SHALL BE ALUMINUM WITH 316 SS HARD"WE ANU LOCK AS SUPPLIED BY FLYGT CORP OR EQUAL SIZE AS REQUIRED BY PUMP MANUFACTUFff0l. 13 PLUG VALVE SHALL BE DEZURIK, HOMFSTEAD OR APPROVED EQUAL 14 FLEXIBLE COUPLING SHALL BE SLEEVE TYPE, DRESSER STYLE 38, SMITH BLAIR 413 OR APPROVED EQUAL C;0Iv1DLI I 1 %W I F�� 1 Nf;i 1-101 F , .I 0L II_ DI P I UNDERGROUND LOCATION./USE CONDIJII MIN, COVED DE'AI'_ PARk LOT LIGHTS PVC SCHEDULE 40 !8" P/C6.1 TELEPHONE PVC SCHEDULE 40 !?" B C6.: EXPOSED ON BLDG. RIGID STEEL - STUB THROUGH CONC, RIGID STEEL VARIES - PRIMARY RI6ID STEEL 42' A/C6,1 SECONDARY RIGID STEEL 36" D'C6:: I UTIL. I ELECTRIC:-TY NAME FL oR l�A POWER W L1 GGI T GD• ADDRFSS ,30I ,V0ATk1 /NYR7-LL- 4Vf- ;4�/FOKC7 , FL• 3Z771 (.'ONTACr i �Rc1GE_ kEA1 80X//AC16- —PHONF� (,3O5) .32-Z--5.36I — UTI L. 1 PHONE 1 NAME j `'CUF�l�KN-SELL - -- `�h., A ADDRESS O <'K 0 N �'F t KDOM 32�1 c ;.� C� Tea L� % fi C — - ' � y :� � � �- r � Ac, � ' � RL ,\l,UC` FL. 32tbo1 Pp( `) fr _ I , �\`T -' h` / �� t�� n`` T-y L1 W / 1 (rF \ I ��//�� -- - -- -- - — - -- -- - - ? \ r,oNTAcr PdUL 30F9,AN/X PHONE 8e-- u r I L CABLE I + NAMEUJ ---- - ---- _ _- --- - - _ _ _ • A► v� \� V —� �(CON rAC T -- - -- - -- -- - 1-4 PHONE VA1JLr f L L 4 rt� LIJ ,. 1 -L V I I,'1114C 1A l ly - - - -L ..+. ,f < �L._..:i�._ _C. ,. -2—G' ^� '^C-�--L�.�2..-a _-L::�.--� � �1I ' • y-, 1. .f. � � s . k F( 1 r sP ,0E----ar— F;F4--- --jfUQ n L s J r I 0 l; ) a Y. _ F 01cE n 4� -y Y c C �) I �,� • y,�' - _ _ _ _ - _ - __ -1rd VVat /�lAtCr PANEL. _ 4 Z. * 1 _�-1 u r v / 1 cl f 11 1- 3T ` _ � I 'k,'N' i� ,✓mot �=J � ��_i v v , =a � i f� � c� -, 1 -``� i� `�:� `� ,Y ` �.`.r1 ��•> ' -- '� { PAC •� �` v .� ' -i -- . <:� - I r;i IC _1z`=�-- L r. h. � �`f/Lu A. AV AV r i L y\i STU�� u / Rfru KE d cn I \ l l 1 ' � 1 n! I6/V t - — -- F. -h CONNECTED LOADS: DESCR I P`I' ION KVV D l SCOUN`I'- S'I'OHF. 1.,IGHTING MI SC El, LAN E:OUS I LC AIR CONDITIONING �uC' WATER HEATING C TOTAL ANTICIPATED DEMAND 45C)KW FOOD STORE -- -u�C& KINL 1,IGHTING MISCELLANEOUS Z-!i All? CONDITIONING 13i' RI_. FR I GERAT I ON 320 ELECTRIC HEAL' (5 WATER HEAT PIG TOTAL j7Z ANTICIPATED DEMAND 115_KW DRUG STORE: L I GlITING 32 MISCELLANEOUS Zi AIR CONDITIONING WA` E'R HEATING 3 TO'FAL ((014 ANTICIPATED DEMAND q7 KW LOCAL SHOPS movtLE t4E,A-r l LIGHTING MISCELLANEOUS 5 AIR CONDITIONING /0 WATER HEATING `POTA1, ANTI C 11) ATE D DEMAND 22 KW �,m> L I GH'I' I NG MISCELLANEOUS AIR CONDITIONING ;CIO WATE R HEATING `J TOTAL 1 \ I I \ ESC: V iLt_ )L 1L E 11 I kE Mt k t 14 T E F, I MA 11•4 1 F_ 1- UF_ F, NO ME E Fr D 1 SCONN Lt)NI) w l r<L It E A AMP / POLES .l)NN t JAD MARI, S 1 r, r : - max) -1 I � "r: . > '. 1 t v1' C - u, -- ------------ If f t _-�, "A , 1. SEE SITE ELEC. FUR APPROX. METER CENTER LOCATIONS. EXACT LOCATIONS MUST BETAKEN FROM "BLDG." PLANS_ 2. ALL FEEDER WIRE TO BE ALUM. UNLESS NOTED COPPER. S. LOCAL SHOP METER CENTER DETAIL SHOWN SHT. C6.1. 4. METER CENTER DETAILS SHOWN ON ELEC. "BLDG.PLANS. 5. SEE ELEC. NOTES SHT. C6.1. 6, t'ROVIDE MAIN DISCUNNECT FOR METER GROUP (F/C6.1)_ SITE LIGHTING FIXTURE SCHEDULE I000Es TYPE CATALOG NUMBER DESCRIPTION A WGDH-1940-480-400MFi•BRP 4-WAY (HORIZ SO) 40()W 8 WGDH-1920-480-40OMH BRP 2-WAY (HORIZ SO) 40OW C WGDH-191O-480-400MH-BHP 1-WAY (HORIZ SO) 40OW AV WG0H-194VS-480-400MH-BHP 4-WAY (VERT SO I, 40OW KV WGDH-193VS-480-40OMH-BRP 3-WAY IVEITT SO ) 40OW BV WGDH•192VS-480-40OMH•BRP 2 WAY (VERY SO) 40OW CV WGDH 191VS-480400MH-BHP 1-WAY (VERY SO )4WW D WGDH- 191FM-480-40OMH BFIP 1 WAY (FLGOD) 40OW E WGDH 1921 480-40OMH-BRP 2-WAY (TYPE I) 40OW Cy Y/GDI-I-1913-43v-,1001)f(-M 1-WAY(TYPENI)40OW G -1 WGDfI-1913-QO64DOMH-BRP 1-WAY(TYPE III)40OW J WODH-1923-480-40()MH-BRP 2-WAY (TYPE III) 40OW I WGDH H11 V f, ' 700 `k��9�+ 4-WAY (VERT SO )A ovw WGD-TRS-39-n-DM-PP 39 POLE STEEL KV-1 WGDH-193VS-206-400MH-8R 3-WA'INERT. S0)400,W E I WODH•1821-208-400MM-BRP 2-WAY(TYPE 0400W NOTES CONFIGURATION I ONLY FIXTURES QESIGNATED ON THE + .,� ry�9 c cv D c c P ANS ARE APPLIC- A LE. n1,1. PARKING LOT 2 El rv{»s D Dv E LIt711'(' ['OI,CS, I'Ix, [,AMR.; ANI) O'I'I11CIt i ©„=E] Kv Mn'rl u nl•!; r. I nln+ N1:CI:!?FARY 1'OR IN;l Q APF IN T11F CONT. 4 .•. (D rYp"A AV XV (O I / / G � _ r•'' rkxt•tl 1 r I rt / HOUSE-RAMEL 'A' SHALL CONTAIN: 1, 1-11/1 SERVING OUTSIDE LIGHTS KvI �� 2. 2-20)2 SERVING OUTSIDE LIGHTS 3. 6-2011 UNDER CANOPY LIGHTS 4. !00 AMP MLO 5, NEATHERTIGHT CONSTRUCTION 6. 2-30/3 CONTACTORS SERVING OUTSIDE LIGHTS VIA PHOTO -CELL 7. 120/208 VOLTS, 3rx,, 4 WIRE, WYE HOUSE PANEL 'B' CONTAIN: 1. lu-20/1 SERVING UNDER CANOPY LIGHTS 2. 100 AMP MLO 3, NEATHERTIGHT CONSTRUCTION 4, 1 30/3 CONTACTOR SERVING UNDER CANOPY LIGHTS VIA PHOTO -CELL 5. 120/208 VOLTS, 3/, 4 WIRE, WYE HOUSE PANEL 'C' SHALL CONTAIN: 2-30/2 SERVING OUTSIDE LIGHTS 2 1-56/3 SERVING OUTSIDE LIGHTS 3. 3-2012 SERVING OUTSIDE LIGHTS AND SIGN 4, 10-20/1 SERVING UNDER CANOPY LIGHTS _ 5. 200 AMP MLO - -�}-- 6. 1-60/3 AND 3-30/6 CONTACTORS SERVING OUTSIDE LIGHTS AND SIGN VIA PHOTO -CELL 120/208 VOLTS, 4 WIRE, WYE SITE ELECTRICAL LEGEND OVERH'D ELEC. —OE— LIGHT POLE �AV-1 W/PIXiUµ.F` OVERKI) ELEC. UTILITY LIGHT EXIST. —GEE _ cM PCwe 1, PoL L d PP UTILITY LIGHT UT(DERG'D ELEC. —E— _ PPE E, ,, 1 UIIDERG'D ELEC. —EE— uEUTE_K (UR L -� EXIS-r. rENe/J7� 51c �1 OVERH'D TELE, —O'r— SIGN POLE EXIST, O SPE OVERH'D TELE. —OTE— POWER POLE O PP EXIST. UNDERG'D TELE. —T— POWER POLE O PPE EXIST. UNDERG'D TELE. —TE— EXIST, DETAIL REFERENCE LEGEND REFERENCED ITEM DE AIL I NUMDER `I" FORM CONI)U I`1, It1 sI:R A 'C6. I B i C(1. I _ `I" PHONE SFRV I C'I: ENTRY O'HEAD C%C6. 1— 0' EIEAD RISER-- f)'C6 I -- `I' ' FORM PAD E / C 6 _1 - - - ------ - METER CENTER GROUNDING ROD F/C6.1 _ H/Cf�I PARKING L,OT LIGHT P/C6.I :;�"y:V;� AJ(Y C .. t �1•s .fir 11 kC, ..,,1. ;{. + a,,ij,;ti; e t^: '�. 3 �, i Fr �; it, :y ,. k . x. •a.. .:a, r,: !(. ,� r.�ll:, ( l�. '„ a., q(- .✓r r' rr"' � 1, ;+. ' ',Y::.. J,ng+ i,; ,; rl �= a +I+• 4, �, ,':�:). '"(: t '.M1`',c. d , �) � (1:� ai,�. ,�'1;�+ 1�,�<,:;- 4 iT ELECTRICAL PLAN PF DJ C-F NO, (04 4 F .ATE4 SHT. UTILITY CO. POLE - & TRANSFORMER UTILITY CO. POLE UTIL. POLE -- - � �� SERVICE DROP BLDG. WALL W/PHONE SERVICE LINES m Uri CHAMFER NOSE �-BUILDING WALL Z ,jH i-+ oi� WEATHERHEAD FITTING CONC. PAD W/ OI n `� WEATHERHEAD — M !- TOP OF ROOF FITTING AND 1-#50C� T. TROUGH BEYOND SEE DETAIL 3"PRIGID STEEL RISER CLAMPED O' 1 _ VI a CLAMP REINF @ TURN DOWN EDGE TO UTIL. CO. �� IT = TO MASONRDUI@TSECURELY8 6' -0" __ _____ ____ _ FOUR SIDES — POLE E" Ir Z' DOWN TO TROUGH. UTIL. CO. O U z SERVICE DROP UTIL. CO. TO �—�-' 36"x48" EXTR. GRADE 3/4 a 3" MIN. RIGID STEEL F'URN. DIM. E" x H _ PL OU ELY MID T ALL W a o CONDUIT OR LARGER AS REQUIRED 3' MIN. RIGID Y Q. Qm. E4 & PAINT TO MATCH O -} UTIL. CO. M O ALL o STEEL CONDUIT a H PRANSF'ORMER G 3 o u r+ d; STUB UP 2" PVC CONDUIT 12" ABOVE FIN. GRADE zl � COUPLING NEAR �` TROUGH REQUIREDOR AS a •z - 4 FINISH GRADE - — -= - Hoa� E,Vo ,..+ ! CONC . PAD W > �I AND CAP �� EACH END o w H - BOLT -ON 0 z >' [.. o OPENING IN I... I' I I SEE DETAIL 'I"FORM PAD Q � � f- RAINTIGHT HUB 6'-0" O.C. VERT. PAD I I I I / @ I co _ -- --_ _ UTIL. CO. APPROVED o W 6 Z H I I � N FIN. GRADE - - � WIRING TROUGH SEE DETAILS CLAMPS '1'O POLE `�; b. � � I j FIN. GRADE 5/8"18'-0" GALV. STL Liz BUILDING WALL GROUND. ROD PROJECT 3" CONUUIT '1'O - oo = z SEE SI'PE 5'-0" �D ,..+ - 1 w ___ PVC I RIGID / _ _ _ _ _� ABOVE GRADE SEE SITE 5'-0' BE FINIS}! GRADE + SEE DETAILS — TO RISER 1`— - PVC RIGID RIGID RIGID 10 CLEAR HORIZONTALLY OF' ELEC. SERVICE F'Y � ELSEWHERE @ TROUGH STEEL STEEL STEEL EXTEND TO WIRING TROUGH FOR CONDUIT' ELEV. PAD T'FORM. CONDUIT RISER ELEV. Q TELEPHONE SERVICE ENTRY B r C � SECTION 0 TRANSFORMER PAD E Jvoo1F_ �� ELEV Q BLDG, OVERHEAD SERVICE DROP ELEV. M OVERHEAD RISER �- UTILITY �.� S. ��INI:T.S. C6.I N.T S. �.00'6,~ I�POLE N.i.S. ��61 N.T.S. �— 10' -0' LONG x 12' HIGH x 12' DEEP - - -- ------BUILDING WALL i 16 GA. GALV. RAINTIGHT WIREWAY TROUGH - U.L. LISTED iV4 Zi frI AL FOR H.F. A F q -It z5 D MGM AL- FOR FI•I' WIRING TROUGHzYz, ----_ --_ATTACH GROUND WIRE PRvy G' W bl� . lr.�% F-oR I-1ccJ5�, F�la� 'G TO NEUTRAL BUS & TO TROUGH ENCLOSURE BOLT ON HUB WATERTI HT++-1 7 !oo �� }laJ f'��1( !_ I EE''$ER } S AS y�tEI�UIRE WATERTIGHT HUB UTILiL CO NY HOUSE PANEL — #6 MIN. SOLID COPPER i HOUSE SEE ELEC NOTE @ SITE OR LARGER AS REQ' D SHEET FOR DETAILS WIRE BY CORP. SECURE ANCHOR SECURE 'I'O WALL G G ONE PIECE HIGH IMPACT GLASS _ RIGID STEEL- — SINGLE THROW FUSIBLE LENS WITH POLARIZED ALUMINUM GROUND CONDUIT I HEAVY,DUTY SAFTY SWITCH ' - EXPOSED CLAMP REFLECTOR, RECTANGULAR ARM AND 40OW METAL HALIDE 'TYPE N,g, 3lR:�R,AF•NT4 � ��1 ��i I ON 5/8" x 8'-0" nAMP. GARDCO CO. NOS•. AS N LOSURE W/LOCKABLE }ADDLE o GROUNDING ROD SHOWN ON PLANS. S` L. CONDUIT i D STEEL CONDUIT FINISH GRADE /— CLAMP WIRE TO COPPER I I ;)SIXTH UNIT WATER LINE i--'NOT ALLOWED GROUND RODS WHEN 'HOUSE SEE SCHE:D. HANNEL BRACE AS REQ'U PANEL' IS F11", 6'-0" SEPARATION OR PIPE CLAMPS USED W GROUPIN BETWEEN RODS SEE SITE 5' -0" FIN. GRADE 5' -U' -- CLEAR FTG 3" MIN. W/ROD APPARENT SEAMLESS SQUARE BRONZEDGARDCO.PCOE�NOAjTRS�39 PVC—-- RIGID NUTE: ��LIRIADIUS TYP. DISCONNEC' PER CODE TYP SIZE TO BE- AMP IDE VOLT' PVC 'id OUTSLi Ap LIGHTING CKTDE o FROM UTILITY TRANSFORMER POLE TO SHOP PANEL PVC --POLE SEE SITE PLAN ELEV. OM LOCAL SHOP METER CENTER E ELEV. GROUNDING ROD rH N.Y S. VC611 N.T S. I(.o+2E CC.1 1" 0 x 36" x 4" ANCHOR BOLTS MIN. 4 BOLTS PER POLE:. VERIFY W/MANUFACTURE'S RECOMMENDATION \ HANDHOLE GRADE E PVC V� CONDUIT L o STEEL CONDUIT CONCRETE BASE 4000 PSI WITH- s C. #3 TIES @12" CENTERS, 496 VERTICAL l4` DIA. SECTION 0 PARKING LOT LIGHT P N. 1. S. \L&V I ELEIC-H"F�Z I ICd0a1_. lI`*FC3-VIES ELECTRICAL GENERAL ALL WORK DESCRIBED BY THESE DRAWINGS SHALL BE PERFORMED IN ACCORDANCE WITH GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION DRAWINGS INDICATE THE GENERAL CHARACTER, SCOPE, AND ARRANGEMENT OF THE ELECTRICAL INSTALLATION, APPROVAL OF ARCHITECT IS REQUIRED FOR ANY SUBSTITUTION, CHANGE OR DEPARTURE FROM THESE DRAWINGS. CHANGES IN CONTRACT PRICE WILL NOT BE ALLOWED FOR MINOR CHANGES SUBMIT FOR REVIEW SIX SETS OF SHOP DRAWINGS OF FIXTURES, PANELS, SWITCHS FOR ARCHITECT'S APPROVALS PRIOR TO INSTALLATION OR PURCHASE EQUIPMENT AND MATERIALS FURNISHED UNDER THIS SPECIFICATION SHALL BE NEW AND UNUSED, FABRICATED BY MANUFACTURERS REGULARLY ENGAGED IN THEIR PRODUCTION, BE THEIR STANDARD AND LATEST OFFERINGS, AND BEAR THE 'UL' LABEL. GUARANTEE WORK TO BE FREE FROM DEFECTS OF MATERIAL AND WORKMANSHIP FOR A PERIOD OF ONE YEAR AFTER FINAL DATE OF ACCEPTANCE OF WORK. REPLACE OR SATISFACTORILY REPAIR ANY SUCH WORK WITHOUT ADDITIONAL COST TO THE OWNER. CODES THE CONTRACTOR SHALL BE GOVERNED BY THE PRESENT SPECIFICATIONS TOGETHER WITH THE CURRENT RECOMMENDATIONS AND REGULATIONS OF THE FOLLOWING: - LOCAL AND STATE ELECTRICAL CODES AND ORDINANCES - RULES OF THE ELECTRIC UTILITY COMPANY - NATIONAL ELECTRICAL CODE - N.E.M.A. STANDARDS - N.F.P.A. CODES UTILITY AND GOV'T AUTHORITIES COORDINATE WITH THE LOCAL POWER AND TELEPHONE COMPANIES,VERIFY THE SERVICE ENTRANCE ARRANGEMENTS PRIOR TO START OF WORK, METERING SHALL BE ARRANGED WITH THE ELECTRIC POWER DISTRIBUTOR AS REQUIRED OBTAIN ALL PERMITS AND INSPECTIONS REQUIRED FOR THE WORK AND PAY ALL FEES AND COSTS THEREOF, ELECTRICAL SERVICE SERVICES SHALL BE 277/480-VOLTS, 3-PHASE, 4-WIRE OR 120/208 VOLTS 3-PHASE, 4 WIRE, WYE AS SHOWN ON DRAWINGS WITH GROUNDED NEUTRAL TAKEN FROM THE POWER COMPANY TRANSFORMERS ELECTRICAL P'ANELBOARDS PANELBOARDS SHALL BE SQUARE D COMPANY TYPE '00' FOR THE PHASE AND VOLTAGE INDICATED ON THE DRAWINGS, BRANCH BREAKER INTERRUPTING CAPACITY SHALL BE 10,000 AIC MINIMUM, EQUIP EACH PANEL WITH A SEPARATE 'GROUND' BUS. ELECTRICAL CONDUIT AND CONDUCTORS: ALL WIRING SHALL BE IN CONDUIT, CONDUCTORS SHALL BE COPPER, UNLESS NOTED AS ALUMINUM ON DRAWINGS. CONDUCTOR INSULATION SHALL BE 'THHN' ELECTRICAL GROUNDING USE DOUBLE BOND NUTS ON CONDUIT CONNECITON TO INSURE GROUND. GROUND BY DIRECT CONNECTION ALL INTERIOR PIPING SYSTEMS. PROVIDE CODE SIZE GROUND WIRE IN ALL PVC CONDUIT SYSTEMS WIRING TROUGHS AND GUTTERS WIRIN6 TROUGHS USED FOR TAPS TO SERVICES SHALL HAVE CONNECTIONS MADE TO THE SERVICE CONDUCTORS BY MEANS OF A FACTORY MADE CONNECTOR SPECIFICALLY DES16NE➢ FOR THE PURPOSE. IT SHALL BE SELF-CONTAINED AND FULLY INSULATED. ( U-BOLT CONNECTORS OR KURNEY CONNECTORS REQUIRING TAPING WILL NOT BE ACCEPTABLE) THE CONNECTORS SHALL BE KUPLER COMPANY 'KUP-L-TAP' TYPE FOR THE CONDUCTORS INVOLVED. WHERE SIZES ARE NOT AVAILABLE, SIMILAR PRODUCTS FOR OTHER MANUFACTURERS SHALL BE USED. ELECTRICAL SAFETY SWITCHES: FURNISH AND INSTALL FUSE SAFETY SWITCHES AND/OR DISCONNECT SWITCHES AS CALLED FOR ON THE DRAWINGS, AND AS MAY BE OTHERWISE REQUIRED BY THE CODES, SAFETY SWITCHES SHALL BE HORSEPOWER RATED, QUICK -MAKE, QUICK -BREAK WITH ARC SHIELDS WITH ENCLOSED CONSTRUCTION. INSTALL WHERE CALLED FOR ON THE BRAWIN66 AND/OR AS REQUIRED BY THE NATIONAL ELECTRICAL CODE. PROVIDE AND INSTALL THE FOLLOWING ITEMS FOR THE TRANSFORMER VAULT, - 12'-0'xI4'-0' )CLEAR INSIDE DIMENSION) CONCRETE BLOCK WALLS. CONCRETE BLOCK WALLS TO BE 0' CONCRETE BLOCK WITH ALL CELLS GROUTED SOLID WITH CONCRETE AND ONE 14 REINFORCING BAR PER CELL. - ROOF STRUCTURE SHALL BE STEEL JOIST WITH METAL DECKING AND 3 PLY BUILT UP ROOF SYSTEM, JOIST BEARING SHALL BE MINIMUM IF -O' ABOVE FINISH FLOOR. ROOF SLOPE TO BE 1/4' PER FOOT. - 6UT`)tR AND DOWNSPOUT ROOF DRAINAGE SYSTEM. - CONCRETE FLOOR SLAB SHALL BE 4' CONCRETE SLAB ON GRADE WITH 6x6 10/10 N.W.M. PROVIDE 4' CONCRETE LIP THRESHOLD AT DOOR. - 12' SUMP WITH GRATE IN CENTER OF FLOOR SLAB SHALL BE TIED INTO SEWER SYSTEM. - ONE PAIR OF LOUVERED HOLLOW METAL DOORS (3'-0"x7'-0'x1 3/4')• - ONE METAL LOUVERED VENT 4'-0'x4'-0', - 7/8' GALVANIZED STEEL PULLING EYE TIED INTO BUILDING STRUCTURE CAPABLE OF WITHSTANDING 10,000 LB. OF TENSION. - TWO 4' PVC DUCTS IN VAULT FLOOR. DUCTS TO BE ENCASED IN CONCRETE AND EXTEND F -0' FROM BUILDING, - ONE 1 1/4' PLASTIC CONDUIT SLEEVE IN VAULT FLOOR FOR GROUNDING ROD. VAULTS TO MEET ALL FLORIDA POWER AND LIGHT VAULT SPECIFICATIONS. SEE ATTACHMENT it s 00 0 TN I FL I IN S IT ELE-CTRI AL DETAILS 104 DATE: i2 15-:�4 SIFT. C 6.1 PLANT SCHEDULE QUAN PLANT H r,16(H T REMARKS ' 51 ER105or9YA JAtlo PCI A FT. 2-1 ILEX O . EAST PALA`I'KA 8- 10 FT. 16 MAGNOLIA GRANDIFLORIA 8-10 FT. 38 SABAL PALMETTA 12-18 FT. 3. BUTIA CAPITATA 6-8 FT. \ x + 8 PHOENIX RECLINATA 8-10 F`I'. N, 2-50 PODOCARPUS MAKI 2-3 FT. 150 PITTOS PURUM TOBIRA 2-3 FT. REV��1�� LIGUSTRUM HOWARD 2-3 FT. - 225 JUNIPER PARSONII 18-24 IN. 125 PITTOSPORUM WHEELER 12-18 IN. 335 ILEX V. SHILLING 12-18 IN. �aQ A\/0 22 U��S 51Mlvenc/S Ps�KAvol.)A 8- ►o F-r- - .. t "t. ov.. GENERAL LANDSCAPE NOTES: Ti 1. LANDSCAPE AREAS TO HAVE SPRINKLER IRRIGATION SYSTEM. (� SPRINKLER HEADS TO BE SPRAY HEAD TYPE. PROVIDE MINIMUM OF ONE r1 I SPRINKLER HEAD FOR EVERY 40 FEET DIAMETER LANDSCAPED AREA. ALL INTERIOR ISLANDS WITHIN THE PARKING AREA SHALL HAVE A MINIMUM OF ONE SPRINKLER HEAD PER ISLAND. 2�50� ��o�•�I_� _ J B Y R D N S WAL MART :' �tbu1P�o RR-82—GL DEPT STORE 81,911 SF- 44,000 SF LOCAL 6400 � LtC�tl`� �OO�—.---------- .. � va�rler--r EK'So •ave, IAvor, rA , " ,!, E(6vJFk20 `'ICJ ••/---------- i'2 E.e/OBviKYA Ji1fOrJr /.; nrn:+..+=t f."� IN Mfujk4 ,D 6ept, LTfP `ryv ___ k a 11 ✓a$ b �. ._ _. .__. �: ,�• "• � ..JM �k..Jj _'� �Ai err .; yz y '/may ,�- ...,•N' �` �,�:: /`V:�• ;) ,,./� � �} S I iY "•LJ'',.�, Q y0>r� � i� �atr �`+J �`"'^,;L~(h(�`'ti L�Y �� / "'• i� I I �y"�i 66 p• 0. F l j j Uzi "^;_w ry '^�j t 1 `tea 'amy N ��"• � fj I 1 CD J o =4�` 1 � U lei.Y CA / 1` �a , CA '�q�x k ,a s"� i � �✓� ( rJ� V _ • � ;� � '.� ys� 'fie-�",a► o I t I t- ,� . � 'C;..�hY �► -'' .,�� 'h to Ll,. LIL �l iVRvv�i El t PA,FCGo�•Jlt 1.1 � � ---- 14.1 NtoUuGEG E�cL' � I s MoVFJDEU 1 + W� I f N 7 ILEX 1l. Gc F11LL1�16 I K / 5 1L�X V SGNILLIhJFi f j ' �'�� .� N ,+lotll•I�CD �f� � Q IN MoUNrE� FdCp 1 4 l r -�� +q P4 \ t - + - FUTURE BLDG m q � o w 35,000 SF gw§ low fle !N' x x -- J5 J��I�EEzus Pa,��l,Ili ��c~U _ �5 �uuI�US �' ►ha MouNaEo BEo {ARSbNII IPl � O� CNA f �Q + , +. U� + i ` Q co r��TizyA 70 JU N I P KU6 ICU " J 5�o�rRy� tvA f/ �a � Ml�G rl-I A / 1 �pE� J N2 ERlOe rkYA JAPONICA L�O1.jlI - -- -- tGu11UEV �I �JIC A\ � U — + + t, r'aVv�� j' o + t + + o �[ +o q6 LI61_15 ��Noscp.P�o - + CL�ND��ApfP P Bu�EP- I I /W�vr`!oL l ,b. 11�1lvA K r7 1S (ol- D`I I/JID� �TYP� G9rA�N�IFLQKA• �311FFE�{ IS to-o" 21 L.IGUSTKIJM so` o.G MD,X 9 G < In11oE 4NIX �; NoWA►� r� ��U�l �j'a 4 PNo �N I x + L I NATA c IgArA Ii-F v sl�lU_INC IN MOUN1�� t�� IT LANDSCAPE f6o V. PLAN IN N�OU Fi r � GAP i TATA 62 nTiA 30 �TYo,5�I41NA 00 IN MDN 1V�1� � ✓�,.� PROJECT O. - -- - ----- - - --- - J I DATE :12 - - 54 u. 5. NwY P-7 q2 SHT• C 7 A E2 G� R N E(,�, 01l LOT r,nuar.rn ra. 1 + 3U 3! 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Si n, v Uade Lny I _ _ 441 • p i Si ` F f • - 191 a „ "'Roc UCA ,ACirl Cocoa Bauch Plot R¢her �.._� 11 . - E (i , leu ,benun J 27 e Cn�r,es .on ' St 1 T all V (1 h 1 t mbdle Cloud' oms en Purl R,ctley ghnun I s r I ud n4s1 lava Utasr� 2euhyrhlRs 9$ 3 s asa,d uP � Pattie Shotes atru.l 1 us Ud.ssa 4 �� 97 ' • 1 'Satellite Beach rYae Cleu+l Sw ,1 [. I. Grr ail I T - Sam roan, � , Uar.npws�` Noloaaw Indtdn arbor Beath .aJ no S"In, 5d J' 75' - - - PI I .n e a C.n,or, each }is I E Ua1G 19 C uw ' 9 u t r t 91 Sines City inz\ 197 'll�so� u,dul nu 555(f yr Hbrb", w / A � �' li All- 4411 Un, PMdb uuu Beach OJon. 7// P+Se i , •ss, 8 (Mfq 1�-- $2 r ' j 1 s I„+r u+ndra� ;� ME HN Pa t B y .vA 19 , a yet '• 53 s; umd,3le Winte j _ un er _ 5a7 ;,fir• I ( F .I ' �`E Mi o IE lai 6 ' r , KEL NO H]va — albW a q: +•' Dlal I o, °rap w ,l.y:•N+.ulyr. [i , Y , aru•,r C11 r 1 !ded,,, Pen n��'no t 7 ... F Yalul, LT e 7 a•.0 ,�. ,rdor, \ [[['''r ilw,danJ Bracn __ r Y,u.,u I,aonru i L�,,S'� ^ a r 5Y dIe! 6'.., h LAH 275 Y J� t',.nac' 0 31 9$ y LsYr Wal I 60 Y Y,Pr drs +nar,. nr Mns° PIN LLAS�t TAMPA s AIa>a N arm + elr flgnl, dPr r e, t a,. j o / t nmd PANI�Y"•1' :G,Gswuon ,Lnma`---�r- ---',. 6.usJ�L Pal, 0.SHE? I C )VO DETAIL VICINITY MAR zI-IrF l,Wltl[Tt, ,E; -- WI T � . Ann UPPLAND 1� r » M ,. _ g , r trr �P °' ol. I s UB 9 7 RD r• < v : R g r -vsri3 uY, w ASP _ AN nillE vYl i �• _ . s - ou o- 3 r -• a n. v RESTL u-• u = YL r W ; uaat '— I _ E AC DINE+A A, LIME . 'Ts/ - R + - i A Aa , r. N YA�I'/Rd( RD — — _ COU( — e Forest a Al6 1 Lake i 8 �+ s Y, [ G cb o cute $ L �� ' ARBORI E08 a p r» l; Be) Arre I Reservoir$ e a z �' C 2Gr;.Y: ival Lake Q,Jennie A. EL S _. Q 1P j . s: ` SA NFORD MUNIC L,' IF PORT �. „ P—< .Lake �'+ M•.: SC•• } `• ,[p�" R 'or 6ENanIHE DR P 5 A i d Any Sr NF hE y a•,'r'r r j i yty3rei a� . 425 ` O B)yl. a A. a W y•..� , A Q2%� 3 71 '■ IFnv lira JAYRES YL ® - - 25 r• :ll rp '° 15CRYSTALi RAWLEWOOD Lake r �f,., HGTS LAKE Ada ! A i'•la�+ Lake I I L.. P v M I ' 1 �' f F Rl COC� JG l�INEf�E LoYi Hidden a a o Lslue 1 i � N ,� ,w+ « i .i• Lake I C�JAnna.. u,. Lake M""---- PA'A' Ri ^Y. a'til-- - I' HIDDEN Lake in IGi .y LAKE ESTS.GR i Nk Na CI EMRn — W i �� LAIC [ LILLAOE CRt :AiGIRf SfA 27,Y R'- ��- �, TTT AyJE Y F / a Y 4-rj�rk • w _ . 1 Lake �� scH— I� o PINE( >^ Lake Mary a Al ^ . Minni�r a ESTS. ., ~-- HGT YAN EVALakeT.- a —I§ va6 4 - - 14 : . w,.. _ j 13�Ip $EMIHOl1 3 16IP _ t Ma I a n _ JVA ST CO$4 LLEGE = , i A �� • - Q' + - � Q R S _ IRE STA _ xo r RD MAIN `{ w+*+_ GAKWAV '0•0� .�0 -Ib Lr . ��, I SI f L EL 0E1irT %18 , $ E RD "'" AY,PARK COUNT 8 HGTS. F QLYJra[ ALA ilE' C YY A.B. AKI OR BOLTS ELEV. ELEVATION O'HEAD. OVERHEAD A.C.I. Ai9ER1CAW CONCRETE INSTITUTE EQ. EQUAL PART'N. PARTITION ACOUS. ACOUSTICAL EOPT. EQUIPMENT P.I.V. POST INDICATOR VALVE ADJ. ADJACENT ETC. ETCETERA PL. PLATE ADJUST. ADJUSTABLE E.Y. EACH MY PLAS. PLASTIC OR PLASTER A.F.F. ABOVE FLOOR FINISH EXIST. EXISTING PLYWD. PLYWOOH A.I.S.C. AMERICAIN INSTITUTE OF STEEL CONSTRUCTION EXP. EXPANSION PR. PRIOR ALUM. ALUMINUM FDN. FOUNDATION PROP. PROPERTY ALT. ALTERNATE F.E. FIRE EXTINGUISHER P.S.F. POUNDS PER SQUARE FOOT ANCH. ANCHOR FIN. FINISH P.S.I. POUNDS PER SQUARE INCH APPLIC. APPLICABLE FLOUR. FLOURESCENT P.T. PAPER TOWEL APPROX. APPROXIMATE FLR. FLOOR PTI. PAINTED ARCH. ARCHITECTURAL OF ARCHITECT FR. FRAME P.V.C. POLYVINYL CHLORIDE A.S.T.M. ANERICAIN SOCIETY OF TESTING OF MATERIALS FT. FEET R. RISER B.F.F. BELOW FINISH FLOOR FT 6. FOOTING R.C.P. REINF. CONC. PIPE BLD6. BUILDING FUR. FURRING REIIIF. REINFORCING BLK. BLOCK GA. GAUGE REQ'D. REQUIRED on. BEAN GALV. GALVANIZED R.O. ROUGH OPENING B.P. BASE PLATE G.B. 6RAB BAR R.O.Y. RIGHT-OF-WAY BRG. HEARING G.C. GENERAL CONTRACTOR SCHED. SCHEDULE B.U.R. BUILT UP ROOF SL. GLASS SIN. SIMILAR CAD. CABINET GYP. 00. GYPSUM BOARD S.J.I. STEEL JOIST INSTITUTE C.F. CUBIC FEET HDNE. HARDWARE SPECS. SPECIFICATIONS C.L. CENTERLINE H.N. HOLLOW METAL SQ. SQUARE CL6. CEILING HORIZ. HORIZONTAL S.F. SQUARE FEET CLR. CLEAR H'RAIL. HANDRAIL STL. STEEL C.M.P. CORRUGATED MR. PIPE HT. HEIGHT STRUCT. STRUCTURAL COL. COLUMN HTR. HEATER SUSP. SUSPENDED CORP. COMPACTED HW. HEADWALL T. TREAD CONC. CONCRETE IN. INCH T'HOLD. THRESHOLD CORD. CONDESATE INSUL. INSULATION TKr THICKNESS CONST. CONSTRUCTION INTR. INTERIOR TLT. TOILET CONT. CONTINUOUS INV. INVERT T.O.B. TOP OF BEAM CONTR. CONTRACTOR JST. JOIST T.O.F. TOP OF FOOTING DET'L. DETAIL if. JOINT T.O.M. TOP OF MASOiERY DIA. DIAMETER LAN. LAMINATE T.O.S. TOP OF STEEL DIN. DIMENSION LG. LONG T.D.W. TOP OF WALL DISP. DISPENSER HAS. MASONRY TYP. T'(PICAL ON. DOWN MAX. MAXIMUM U.N.O. UNLESS NOTED OTHERWISE B.D. DITTO MECH. MECHANICAL V.B. VAPOR BARRIER DR. DOOR MFG. MANUFACTURER VERT. VERTICAL B.S. DOWNSPOUT "IN. MINIMUM W/ WITH DW6. DRAWIM(E; M.O. MASONRY OPENING WD. WOOD OR WIDTH EA. EACH MT6. MOUNTING WDW. WINOON E.F. EACH FACE Mil. METAL W.H. WATER HEATER ELEC, ELECTRICAL N.I.C. NOT IN CONTRACT W.P. WEATHER PROOF NO. NUMBER WT. WE16HT NON. NOMINAL W.W.M. WELDED WIRE MESH N.T.S. NOT TO SCALE O.C. ON CENTER NAME C ENIff-1% fink, r, t b 1Iqu f 'i ,a ;r r 51M IP I 1•r • PR I ME TENANTS ADDRESS CONTACT _ — `-- PHONE NAME _—-` -- ADDRESS —_ --_--� CONTACT _ PHONE NAHE _ ADDRESS -- CONTACT PHONE — NAME ADDRESS — CONTACT -- PHONE NAME ADDRESS CONTACT PHONE —_— — NAME_ -- ADDRESS CONTACT PHONE -- MUNICIPALITY BLDG. INSP. Pi..UM B. INSP. NAME Grt'Y I AL_L_ Q5j1L_o1NC? )WSP. NAME P•o • aoX I-7 /8 ADDRESS -boo K6zn4 PARK GRrvEr ADDRESS �FMP_{ F �. 32-7 T (— --------------- CONTACT _job{ -—pt{✓(�IGN --- CONTACT -- ----- ---_ GL�,2Y L-A 50h1 PHONE 3C7'5� 32Z =�Cn j_----- PHONE ------ ---- - ELEC. INS'. MECH. INSP. NAME----------------- NAME ----------------------- ADDRESS ADDRESS CONTACT PHONE ENGINEER NAME ------ — -- ADDRESS CONTACT — PHONE CONTACT PHONE C.O. T. NAME — ADDRESS CONTACT PHONE T'ILIT'IE ELECTRIC WATER NAME p•E oP MA R-)Nr-_R RARE GrCY E C.L W<xT P PT: ADDRESS 501 NkO2TN MY 2TI Ail. ADDRESS 300 �j0k l PAW DR1 `Vr-- 1Fb217 t FL. 32.771 swyFoQr71 I` L� 327� 1 CONTACT P-,IR , BRUCF_ STnM4El-tr CONTACT PHONE :,o�',/ 3 Z2- 538I PHONE—3o,5/322-31(01 t AE M2 US SEWER NAME rj_QIipA Pj P-,1 1 l M? ►T _CCU. NAME l-IAL.L_ ADDRESS 9W Wt�jr (pG-r,__ ADDRESS _jQo l-,10 l( 2K ty CONTACT _-- CONTACT PHONE 32Z73':t PHONE �S J2Z - 31Lo1 PHONE CABLE NAME — — NAME ADDRESS ADDRESS CONTACT CONTACT _ PHONE PHONE — , SA/ FU/?D Fl 303 RE SANE D &C/V FAgRrM ' r ORI A VCNv ANT D,q � 7Z C T GENERAL JCS® SITE NAME SUPT• ADDRESS ADDRESS CONTACT _ PHONE PHONE PLUMBING SITE MECH. NAME NAME ADDRESS ADDRESS CONTACT CONTACT — — PHONE PHONE ELECTRICAL MECHANICAL NAME NAME ADDRESS ADDRESS CONTACT CONTACT PHONE PHONE C3 SITE GRADING PLAN C3.1 SITE DRAINAGE DETAILS C4 SITE PAVING & LAYOU-f PLAN C4. 1 SITE PAVING & LAYOUT DE"TF11 L S C5 6. SITE MECFIAN I CAL PLAN v&,rt�g Cn e, sly MEC1 6�m I .L. PI-Aq •55�2 C5.1 SITE MECEIANICAL DETAILS C6 SITE ELECTRICAL PLAN C6.1 SITE ELECTRICAL DETAILS C 7 s L_ANi7r AF PLC ARCHITECTURAL . SERVICES GROUP, INC . 11881 K i NGSTON PIKE KNOXV I LLE , TN 87922 (815) 966 -74'1 O JDATE- 12 - 5 - 84 4� p � rx t}y�•12 S To wut P'phS 110 - �- ' 4h.b8' • 47 41. C / i - 117 A p, a ALL / oPP%o rA. (2 SroF, VoL, • 15oicvo G,F. 3. 4+ AG- F r \. 7 V-7, G. G 47.3,3 IG' 41.33' � 4f ,50 � .. . � • � OouC • . 7 46ri : eg . -- - - NW-15 r 4V / 4,g WAL-MART J BYRDNS RR-82-GL� DEPT STORE Nw-« 81,911 SF t 44,000 SF- r� `41 k(' s\� SLoBe 5�S ;or2A B41SIa.l -s i % LOCAL s 'F 6400 TTa,v� EL. 4-2.o ' o � 5To2/,GE, VoL. .\ �� .;' �� 49.3�� PF 4- 49.33' vjC.o,000 G,F, � 3• 7 AC- FT L ��. � Oaz, o W/U-K rcj F-O° i � \ ' ca 5A ( T m C� 41 b - --� 4-: a � C) CD \ ti CD -4-- -J CD \ UST Hw- (I \` �^(no ao fir' q 10 i Ile in i ` I 1 4 q 118-33' 4S L 4•$.33� CIO of LL 10 <tin ❑c�rn � 0 LL ^ I v 1 T c -3A(ovERF1,ow) �� A 1 yp� C8• za. OvEF.F1•ow3 4-4 47 00 $7.15 ,� u(10 d 4 sa � ,- ` 4g sc�-- � � • ' � � cry% � � I N�� m�- �4 - OV 6 it F Low • • 0 EXCAVATION AND GRADING NOTES xaaaaaaaaam=s=aaa=saaaaaasaa EXCAVATION TOPSOIL STRIPPING DEPTH �' AVERAGE EXCEPT DEEPER IF REQUIRED LOCALLY. ALLOW IC>La4 o- YOS, UNDERCUT AND BACKFILL IN BASE BID. COMPACTION PERCENTAGES (X max dry density) )AO D1P-)r,D - PROCTOR METHOD (ASTM TEST 1 0111i _) BUILDING AREA +5 X PARKING AREA q 5 Y WASTE AREA Ck7X OUTLOT AREA q 5 % UPPER FT. OF SITE TO BE COMPACTED TO -__ +5 -X VIBRATORY COMPACTION ROLLER TYPE REQ'D (GROSS WTzo mo#) TESTING ALLOW 1 COMPACTION TEST PER EA. 5GOO SF. PER LIFT AT A COST OF ► 5 DOLLARS PER TEST. MAXIMUM LIFT THICKNESS SHALL BE _ IZ ' UNLESS NOTED OTHERWISE WORK SHALL BE PERFORMED IN CONFORMANCE WITH GENERAL CONDITIONS OF THE SPECIFICATIONS COVERING CONSTRUCTION OF THE BUILDING. J. EXISTING GRADING SHOWN ON THE DRAWINGS IS PROVIDED FOR CONVENIENCE ONLY THEY ARE SCHEMATIC IN NATURE. GRADING CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING AND VERIFYING EXISTING GRADE FOR THE PURPOSE OF BIDDING AND CONSTRUCTION. NO ADDITIONAL COST WILL BE ALLOWED FOR WORK THAT CAN BE DETERMINED BY ON -SITE FIELD OBSERVATION. CONTRACTOR TO CONTAIN ALL GRADING WITHIN THE 1 PROJECT BOUNDARIES AND SHALL MAKE A SMOOTH TRANSITION TO ADJACENT PROPERTY LINES, NO WARRANTY 15 GIVEN CONCERNING CORRECTNESS OF s� EXISTING GRADES. �8 Ao r W CDoo� v�_ �r 90 13 -p :�) 4$, CC Ttt P I c.AL ' Roo � qq0 sl.oP>L Air" o"Al 41 v FUTURE :BLDG � -4- 00 35,000 SFr rF<✓ ' '7. 33 ' Su $ r 2oD6 Flw-► i 4Si 5'X bee 15A AA r 11 42 +4 y� cT�-� st 57 uw-1 uw2 � �\ Nw•5 ' ST 51 -1HW-4 \`\ y 5To KA4 eA51 �4 -- I 49 � 0 0o v 5To fz hC cv o 6criTbA E.L. 44. o` 5 -� S fo e bG f. E.L. 4 G, o ` v 130TTaM. EA1- f • v' o t ST'ap, ' GiE. 5L 46.o W 67o1z&4E. VoL . G+4, boo c.F. �ToRAcaE. VOL, o 3 • 1. 4-9 4G- PT 47, q oo C.F. )In V) 1 i �V �� Qi 1, o q AC- PT, 9L 4o- 1 I ' rarsr Row s wa c. 48 2 � _ 5 _ _- - KES/is}Pe �usr bKAoE. AS Rf-4'o o M�Tk/nl _ _N6kl R• o. W WZp_z__ K �4S DER A - f-X/S1'. S�.0PESOWSSIT J7r6,rtc)�,� c_ f, O 11 Io.bG' ( I 4 ty.83' I I d . ao A° a- STORM 1SbS1n1 -3 570 E EL , s roczn�E. Vol,. G1,5do Cl�• 1. 4-1 Esc.- r 1 4G� �\.__ CATCH BASIN SCHEDULE PLAN MARK BASIL` TYPE TOP ELEV PIPE INV. IN OUT PIPE SI'ZEiFLOW ____jCFS IN OUT C-D -1 S 46.0 44. o l4z d 5.05 G� Z 4G o Q li.0 ----- 4G•0 ------- 42.5 43.l0 /9W 15.59, GI3 4 410 42.5 43.0- 24x?& - 24"x4 / 1.15 53.66 65-5 11 - 9'x4�i' 4(0•0 15„- 3.39 1�j' cB ZA 01 3A Y 4 7. 0 - - - 44.Z5 44•2;r - - - 5�r - - 15' 1 �5" - - 41.0 CZ A _E 47.0 44:25 c�SA _ z 4 -�.o � 4,0 44.0 IT Iq W At H E A D W A L L S C H E D U L E PLAN MARK NW-! H.W. TYPE I INVERT ELEV. 44.00 PIPE SIZE 14'1 REMARK NO. lYGP 9g , co -- - - 151,-- -- /5 // /6.; - RGt=' - ACCMP ACCMr -- NW NW-4 T 44.00 r EfW-5 r 43-e0o Icl 12GP �g•o6 - 44.00 44.00 --- 1"5,11 14 "X,13'I - P - - -- Accra P ACCMI0- - - EI W Ci L _ NW•1 Z 1,"x23'/ w-a 44.00 44 OO 141x,Z31/ 14 "x 23'/ Accmp - AP /W-q Z HW 10 L -.F " �, 2GF- 43. c R -- llW 11 T 43.00 _44. 2,�a 44 ZCv 14/`xn 1¢"x'13 14/1x23" RGP ACCMP A�CCMP . -- NW /2 f _ 14W-/3 f NW-14 X 43.33 /q //A �r t y "X,30" ACC/1�t P ACOY P - d I W 15 Z 43.0 NW -I& _)k Z4-" RCP HW-d ff Z¢ f{GP 1aw-J9 N JAI-Z0 !lw L[ Lr Tl Z�" - Z4"- - cP R cP AcP Jlw-22 Ir 9 Z4" RGP NW-Z3 IT 1 ;9 1 Z4" K cP RESNAP/; Exisr 6,AADr- 4s Rea'o FOA &EKI &aW. woAK 4s A,EG?'D Tv MAIAI-rAlA! fxYsT S1-oPLG 0�tows I TE S fORr1 F 1 F I NG NOTES CMP = CORRUGATED METAL PIPE UNLESS NOTED OTHERWISE TO BE GALVANIZED 14 GA., .079' GALVANIZED THICKNESS, 2 2/3' X 1/2' FOR DIAMETERS OF THRU 40' CORRUGATIONS. MINIMUM 10' COVER UNDER PAVING. ASTM 444 AND AASHE M36 CONNECTIONS SHALL BE BY ONE PIECE, 12' CORRUGATED BANDS, BOLTED IN PLACE. ANGLES, WYES, ELBOES, AND TEES SHALL BE SHOP FABRICATED. CONCRETE PIPE TO CONFORM TO ASTM C-76; BELL 6 ROUND RUBBER WITH SPIGOT GROOVE. SITE GRADEIDRAM LEGEN rum CORT I M - a-- EXLST, comom --a--- STIRM SEWER -ST- F'IPi1SH S ITT 2 � Slaw SEWER -STE- GRA.DE EXIST. EXIST, SPAT •�2 CAT CFI BASIM ❑ CD GRADE IREift PIJ•i MARKER 0 1P CE TCi BASIN ❑ CBE cumc. M❑r1uMErrT MARKER ® cm t�- k� c,, DETAIL REFEIMNCE LEGEND REFERENCED ITEM DETAIL NUMBER HEADWALL 'TYPE I A/C3 . 1- _ HEADWALL TYPE II B/C3.1 CONCttE'I'E SWALE C/C3.1 CATCH BASIN F/C3.1 - WEItt DETAIL H/C3.1 _ SECTION OF STORM BASIN J/C3.1 _ _-- Ar® AV a Juc � �°• 3 � 1t Y I� Y �3 SITE GRADING DRAINAGE PLAN PF JE eT W. I 0 1 I DATE: 1 z- 15 -8,4 �I sI sta. C 3 i a V .x R] 0 MATCH GRADE LOPE? W/ LOPE V/ SLOPE 41�1� 6'x6'X6"rrt. CONC. HEADWALL SLAB W/6X6 10/10 WWM REINF. LLt�Y 6x6 1C/10 a.,v.;�. 2 r/ 5 SEE PLAN FOR INV. EL. HERE � ' I 4p 4'-� SEC PLAN FOIL PIPE SIZE & MAT'L. J 1 NO. PIPES RE 'D. 1/2" I.D. U X-STRONGPIPE SWALE2 `� \; `�I w/ENns curs� 45 F'OR 3/�"� -- CCiI?nCTLD 3UBGR,, OR RIP -RAP AS \�� I;XP. BOLTS INTO CONC. i)1_�LCTLi U�D � CON' SHOWN ON PLAN ,� i BELOW OU`I'FALL s --ILEADWALL SIMTYPE \ EXCEPT FOR PIPE GUARDS. TYPE I SECTION � SLOPED HEADWALLr ISOMETRIC 0 HEADWALL TYPE IC 5 SECTION Z CONC. SWALE NIS. NXS, �3.( N.TS. C3.2 TYPE 1 GRATE - TYPE GRATE = r 5& TYPE 3 3 GRATE _ SEE PLAN FOR MATERIAL AT N GRADE 3.1 `PER, r PRECAST CONC. MANEIOLE — • rH [� ! or � OLE E C OR INFLOW PIPE WEIR DETAIL. H - �v I F SHOWN O N PLAN �, ,OUTFLOW PIPE z +1 STY 1 �, �/. 1 ( J"IDE PER t [PSLIlL PLAA AT �� -� �— eosin s s cur Exrst vp� W 114L FVG —� nr -- BED rF CLEAn 'so' DEEP — INVERT EL. EE.PLAN � 0 ~1 1 INVERT EL. � I I— �_—I �\ — .............. _ ... I _ . I I O� SCHEDULL\ �� /SEE —I —III— — I _D \`G PLAN OR',SCHED. PLAN 49 i EARTH PILL 1 -� —� =6� =it =J ,'NGVn II =1I1=1 ;L - o Cra . j;-,-� °:� ': fir--• - 4W3 SCHEMATIC SECTION Ot DETENTION BASIN(V� SECTION Q CATCH BASIN ®; o: o� ® o. ': N T. S. C3.V °• �� aj { 1 V. S. ' 7 . •.'r'� ..� ��' �� • • q-•.� V I E W SECTIOnA- CLEARING COMPLY WITH LOCAL AND STATE ORDINANCES RE6ARDIN6 DISPOSAL OF DEBRIS. DO NOT BURN DEBRIS ON SITE WITHOUT SPECIFIC APPROVAL OF SAME. CLEAR AND GRUB FOR NEW CONSTRUCTION AS REQUIRED, VERIFY LOCATION OF EXISTING ON -SITE UTILITIES. PROTECT ALL EXISTING UTILITIES. MAINTAIN EXISTING SERVICES AS REQUIRED. ESTABLISH, MAINTAIN, AND VERIFY LINES, GRADE AND DIMENSIONS SHOWN ON THE DRAWING. REPORT ANY ERRORS OR INCONSISTENCIES TO THE ARCHITECT BEFORE COMMENCEMENT OF WORK. EXISTING TOPO ACCURACY EXIST CONTOURS SHOWN ARE INTENDED TO FORM A GENERAL DESCRIPTION OF SURFACE GROUND ELEVATIONS. TOPOGRAPHIC INFORMATION SHOWN HEREIN SHAII FF CPNSIPFRFP TO NAVE THE FOLLOWING LTMITS OF ACCURA M 0.10 FEET AT BENCHMARKS 0.20 FEET AT SPOT GRADES 0.50 FEET AT CONTOUR LINES CONTRACTOR IS CAUTIONED THAT STRAI6HT LINE INTERPOLATION BETWEEN CONTOURS MAY NOT EXACTLY REFLECT EXI6TIN6 CONDITIONS, AREAS OF RELATIVELY QUICK CHANGES IN CONTOURS SHOULD NOT BE ALLOWED TO UNDULY INFLUENCE INTERPRETATION OF CONTOURS. STRIPPING AND PROOFING STRIP TOP SOIL TO DEPTH SHOWN IN EXCAVATION AND GRADING NOTES IN ALL AREAS TO RECEIVE NEW STRUCTURAL FILL OR OTHER NEW CONSTRUCTION. PROOF ROLL ENTIRE AREA WITH A FULLY LOADED PAN IN PRESENCE OF SOILS TESTING AGENT BEFORE COMMENCING ANY CONSTRUCTION ACTIVITY. ALL AREAS TO BE COMPACTED SHALL RECEIVE B PASSES WITH COMPACTION ROLLER. STRUCTURAL FILL STRUCTURAL FILL SHALL BE COMPACTED AS SPECIFIED IN EXCAVATION AND GRADING NOTES AT OPTIMUM MOISTURE CONTENT. ANY OFF SITE BORROW AREAS SHALL BE APPROVED BY THE ARCHITECT. PLACE FILL AND BACKFILL IN LAYERS AS SPECIFIED IN EXCAVATION AND GRADING NOTES, USE NO DELETERIOUS MATERIAL, ORGANIC, OR ROCK LARGER THAN 6'. IN -SITU SOILS MAY REQUIRE ADDITIONAL WATER TO GAIN OPTIMUM MOISTURE CONTENT FOR COMPACTION. GRADING TOLERANCE GRADING CONTRACTOR SHALL BRING SUBGRADE TO WITHIN 1/10 OF 1 FOOT OF REQUIRED ELEVATION TO OBTAIN FINISHED GRADE INDICATED ON DRAWINGS. FINAL SUBGRADE SHALL BE INSPECTED BY PAVING CONTRACTOR FOR REQUIRED ELEVATION AND ADEQUATE COMPACTION BEFORE COMMENCING ANY PAVING ACTIVITY. TESTING CONTRACTOR SHALL INCLUDE PRICE OF ALL REQUIRED TESTING AS SET FORTH HEREIN TO BE PREFORMED BY A TESTING AGENT SUITABLE TO THE ARCHITECT. ORIGINAL COPIES OF ALL TESTS SHALL BE FORWARDED DIRECTLY TO ARCHITECT FROM TESTING AGENT. SUBSURFACE INVESTIGATION COPIES OF SUBSURFACE INVESTIGATION MAY BE OBTAINED FROM THE CONTRACTOR SUCH INFORMATION IS PROVIDED ONLY FOR THE BIDDERS CONVENIENCE, NO WARRANTEES ARE MADE OR IMPLIED CONCERNING ACCURACY OR EXTENT OF SUBSURFACE ROCK OR OTHER CONCEALED CONDITIONS. ANY ADDITIONAL INFORMATION REQUIRED FOR PROPER ESTIMATING SHALL BE OBTAINED BY THE EXCAVATION SUBCONTRACTOR. NO GUARANTEES ARE GIVEN OR IMPLIED AS TO SUITABILITY OF EXISTING SUBSURFACE MATERIAL FOR REUSE AS STRUCTURAL FILL. WATER CONTROL THE CONTRACTOR SHALL FURNISH ALL LABOR, MATERIALS AND EQUIPMENT NECESSARY TO KEEP THE WORK FREE OF WATER EITHER FROM SURFACE SOURCES OR FROM UNDERGROUND SOURCES OR BOTH. SELECTION OF EQUIPMENT AND METHODS SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. THE CONTRACTOR SHALL BE AND IS RESPONSIBLE FOR ALL DAMAGE INCURRED IN HANDLING WATER CONDITIONS. DATE: HT. C 3.1 1 O I A 0 r FJ HEAVY 0&ry W AL —MART RR-82 SF 81,911 5M40P• 5E� w.4�...- IyART- l�wc,s. � StPEwtu-K � t_1C�4�T C-cI1'Y F'AVb1.l(� - s OUTLOT NOTE OUTLOT NOTE MAXIMUM BUILDING SQUARE FOOTAGE SIZE SHALL MAXIMUM BUILDING SQUARE FOOTAGE SIZE SHALL g-ro 210- BE G5oo •FEET. BE 40oo r:a FEET. BISSIKI BUILDING HEIGHT SHALL BE ONE STORY, BUILDING HEIGHT SHALL BE ONE STORY. i A I01-GC EL HEAVY DLrTi' PA'41"(v v F' J BYRONS DEPT STORE 44,000 SF � e A w LOCAL �G 6400 S �O Q C4. ) J _ I I . II - Mc) CT)� c_ r O m CD J LIGL4T Q rr"> STANDARD NOTATIONS FOR SITE PLANS CONSULT ARCHITECT FOR ALL DIMENSIONS AND OTHER ITEMS LABELLED "VERIFY" OR "FIELD VERIFY" PRIOR TO INSTALLATION OF THAT WORK OR ANY RELATED WORK. SITE BOUNDARY, TOPOGRAPHY, EXISTING UTILITY, AND OTHER EXISTING FEATURES ARF TAKEN FROM THE INFORMATION PREPARED BY SURVEYOR. SURVEY INFORMATION HAS BEEN FURNISHED BY A SOURCE OTHER THAN THE ARCHITECT HEREIN. THE ARCHITECT ASSUMES NO RESPONSIBILITY FOR THE CORRECTNESS OF THIS MATERIAL. SURVEYOR OF RECORD IS; g131C�Vds`r 1RV��aJ�-F C2� S�G_Y E�L'D�. commaxcle lEvL_ A I✓ IZr I 3'Z-17 I BUILDING DIMENSIONS SHOWN ON SITE PLAN ARE NOMINAL DIMENSIONS ONLY INTENDED FOR' USE IN DETERMINING APPROXIMATE SQUARE FOOTAGES. SEE FOUNDATION PLAN FOR ACTUAL DIMENSIONS OF CONSTRUCTION. PHASING OF CONSTRUCTION CLEAR INGRESS AND EGRESS TO ALL EXISTING FACILITIES SHALL BE MAINTAINED THROUGHOUT THE COURSE OF CONSTRUCTION IN A MANNER ACCEPTIBLE TO THE OWNER OF THIS PROJECT AND OTHER AFFECTED ADJACENT PROPERTIES. COMPLY WITH ORDINANCES AND CODES OF GOVERNING MUNICIPALITIES. D. 0. r PAVING s�6Ch IC4rioN fR/C,rlO.ti` A,.19'i-4L T STAB/C/ZED VoT6 - SSE NOTES UNCeR 10,411N6 SPE0F/CI71,MIJ C _ DP l FUTURE BLDG I 35,000 SF p I 3 -- FI�AYY OJT`! PA�/ikv, - - / I I SAS 11� \ OUTLOT NOTE MAXIMUM BUILDING SQUARE FOOTAGE SIZE SMALL BE 400o 5Lz• FEET. I \ II nTur ucicuT C31611 BF ONE STORY. .� iv q2 4frcz,,(lzo_ L E we L E� vll L T bR�vE - rAj ------------------------ '�4i, �..r• pr ,T F DEVELOP E NY AN LySI WAI, MAP',' fi I , `) 1 1 ; . 1' . f�I:PAP'I'MEN`1' �'PORI', 44 MAPKET 'I'()TA1)AI?K I N(; = 1251 SPAC! ;<; 1 `,h ; SPA•F:`; 4o9 Sf;�ACE5 SNowH F- t-j4L mwF FD2 SAy�'�1ccn5F. DEVELOP thum ENT ANALYSIS NON--STOPAGE SQIIAPE I•'OOTAGE WAI.-MAPT 69625 DEPT. STOPE 35200 FOOD MKT. 28000 DRUG STOFFE 8925 LOCAL SHOPS 60000 `I'OTAI, 201750 S . f. 164825 s.f. p 5sp./1000 s.f.= 825 sp. 36925 s . f . I,I 10sp. / 1000 s . f . = 370 __sp_._ TOTAL P101). SPACES 1195 sp. PAVING SPECIFICATION: HEAVY DUTY PAVING - I?- STABILIZATION BASE -- ASPHALT BINDER 2 ASPHALT SURFACE (TYPE 5-3) PRIME COAT 0.25 GAL/SQ.YD. LIGHT DUTY PAVING - 1211 STABILIZATION BASE OP 501L.ClEl_\Ek__tr — ASPHALT BINDER 2" ASPHALT SURFACE (TYPE S-3) PRIME COAT 0.25 GAL/SQ.YD, CONCRETE PAVING - ' CDII PORTLAND CEMENT CONCRETE 3500 PSI STRENGTH EXPATSA 60 O.C. CONSTA TS.115'O.C. 411 SO%L Gk'LP..Hr NOTE: 1. MATERIAL AND INSTALLATION SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE SPECIFICATION OF THE FLORIDA DEPARTMENT OF TRANSPORTATION 'STANDARD SPECIFICATION FOR ROAD AND BRIDGE CONSTRUCTION.' 2, THE FOLLOWING SECTIONS WILL APPLY: A, STABILIZATION OF SUBGRADE SHALL BE IN ACCORDANCE WITH SECTION 160 OF FLORIDA D.O.T. SPECIFICATION, TYPE 'B' REQUIRING A LIMEROCK BEARING VALUE OF 40. B. LIMEROCK, SHELL, OR SOIL -CEMENT BASE COURSE CONSTRUCTION SHALL BE IN ACCORDANCE WITH SECTIONS 200, 250, AND 270 OF FLORIDA D.O.T. SPECIFICATIONS, RESPECTIVELY, C. PRIME AND TACT COAT FOR BASE COURSES SHALL BE IN ACCORDANCE WITH SECTION 300 OF FLORIDA D.O.T. SPECIFICATIONS. D, ASPHALTIC CONCRETE WEARING SURFACE CONSTRUCTION SHALL BE IN ACCORDANCE WITH FLORIDA D.O.T. SECTIONS 320, 330, AND 331 FOR TYPE 9-3PLANT RUN ASPHALTIC CONCRETE, 3. CONTRACTOA SHALL PROVIDE FOR TESTING OF ASPHALT INSTALLATION FOR COMPLIANCE WITH DESIGN CRITERIA AND REOLIREC TI+iCkNESS AND SHA REPLACE ALL NON -CONFORMING MATERIALS AT HIS OWN EXPENSE. SITE PAVING/LIQUT LEGEND P RLiP EJtT Y Pi,EXTRUDED LI1'iE CURB EC PAVING L.LGHT GUTTER CURB GC DUTY ACURB PAV11'i('' NAVY CUT CC DUTY DUMP S'T ER PAD ❑ DP DETAIL REFERENCE LEGEND_ REFERENCED ITEM DETAIL DETAIL NUMBEP f•oml.:D CURB G/C4. 1 [:X'i IZUf)I:D CURB I'/C4 . I CONC. CURB/G(JTTI?R H/C4. 1 ctilm ('U'i' I' /C4.1 1-1) FUJAI,K EDGE J /C4 -I - - SI U!:WnLK C .,J . K /C4 . I :;IDI;VJALK E.J. Q /C4. I _ HANDICAP RAMP D/C4.I l>UMI'S`f1:fZ PAD E /C4.1 Ho (,LARDS (a FIR!? IfYD. B/C4.I-- B01,1,API) -- -- C/C4. I ---- l'T 1tL: LANI' S`PE� 1 PI 1 /C4 . 1 - PARK f NG :;TRIPp: U,v,Y,Z/C4 . I -- PAINT "STOP" SIGN P /C4. 1 - PA1 N'I' ARROW N /C4. I PAINT "11' CAP" SYMBOI, M/C4 . 1 GIZADE "II' CAP" SIGN — S /C4 . I OTHER GPADf: SIGNS R/C4_I- w J� REVISIONS t ,J ��y } i5i AJdl )JT C n to 4 A •Y 1,j TURN DN. 3 SIDES — -- 12" DEEP Nl'I'�.: b;XPU:41:U I'U,{Tloti of :>TI.. TO BE PAINI'I•;D Al niTEiiNATING 6" .W I DI•; BANDS 01•' Yi:LLOW AND 'P0 CONC. s bi.ACK PAINT AT 450 HOtlt'GUNTAL. PAD 9'xl2' NOM - - ----{ � SEE SITE PLAN PER LOCATIONS I I > FOR EX PANSIOQI & CONTROL JDINTS -cam I 1SEE FLOOR PL N ALLOW AT LEASE - HOUNDED 2 PADS U.N.O. ON SITE PLAN 3 BOLLARDS PER 3' CANOPY COL. CLEAR ALL - CONC. Fli,1,L;D CONICrETF , -- C.L.HYDRANT UNDERGROUND UTILITIES. SEE- --- i NOTE: BOLLARDS 6" P S;Hi�,DULL 40 STEEL rlrL o_ O f BULLARD DETAIL MAY BE "'j ALTERNATE -\ FIRE - OMIT(EU WHEN TRAFFIC IS SEPERATED FROM CHAMPt,'li LOGE 9" 6„ 9„vr- �, _ a Ala a o - -- - ----- - LOCATION EACH SIDE OF PAD I . NOTE: TAKE HYDRANT.-----------'-J SEE SITE MECH. PLAN FOR LOCATION °9HYDRANT BY CONC. CURB --------- - - r'IrltsH citAJF , L'2'-0" o j CARE NOT TO DISTURB IF SHOWN ON 1 6 0 ---+� BLEND W PAYING 1'-6" / �-- UNDERGROUND I 0--- - SITE PLAN• ---�, o UTILITIES W/BOLLARDS o SEE SITE CONO. BAGI: FOR BLDG•PLAN LOCATION O ---- - -- 2,-0110 5,_011 2 BOLLARDS PER DUMP PLAN db FIRE HYDRANT BOLLARDS FLAN 9b H� CAP RAMP PAD LOCATE AS SHOWN OR USE ALTERNATE LOCATION WHEN PAD IS N.T.S. C4.1 SECBOLLARD C RTS, `✓✓ 4 PLAN DUMPST'ER PAD NOT ADJACENT IO BLUG• N.T S. ��. I PAINT WALK EDGE LIMIT PAINT @ JT. RTS. TRAFFIC YELLOW CONTROL JOINT CON'I'. CONC. SIDEWALK d I n G - -_ - I� _—� 1 3/ I FIN. GRADF. SFF SITE PLAN— � Li 21l1 a Z/!3 a 6" � CUNC. 1 GRADE CURB -- - - - r 12' -0" CONC. CURBSEXTRUDED ONLY e ! I h,o _ CURB r ruTrr:R A�SPHALr Pnv1NG �y �" __.__.. - - WIftE MESH RLINF. ., _g► �+�-.�.-- .�,1. 3 / 4 " HOLE _ _ �_' -_ -- - 1/8" ,•' ASPHALTIC TOPPING j i,9 6"-0" LONG PRECAST �� AlI \ / 91 - - "Q a Ai P11 ' - -�— - — ASPHALTIC TOPPING ---- - -�- .a� 3000 P•S• I • CONC. � CURB W/1►xllx4/4 M �/�'°` I I �\';� _ s ( - n I j� I- - r l 111,; I �5 ° N -- APPROVED BASE 6 0 CONTROL JOINT � SIDEWALKS AS -- - - APPROVED BASE _,- — — - - FINISH GRADE - _ X, I I I -.-_- 1Y / I A V N G I 1 �., �,z„ 11 I/z" y nF� rr:N i ' • ao,,. _-_---1 !f 5 RLINF (,U N'I' �_ _ SHOWN ON PLANS _� -^ r_ -- 1B" LONG x 1/2" MILO.- -- - - L V11 BCRADE W M ASIIL FILL / ' APPROVED SUBGRADE �- , °. - � ., ,, , _ . � STL• PIN W/2�10TR•PUINTS, SINK INTO PAVEMENT - 18"—APPROVED BASE - APPROVED SUBGRADE �11 • APPROX. 12" �� ^ �-� NOTE: PROVIDE EXPANSION JUIN`I'S IN NU(F: USE 6' LONG CURBS U t JOTF: PROVIDC FXPANSI(1N .10INTS IN CURBING 9 20'-0" n.C. CURBING AT ?0' C.G. U-N•0. WHERF PRP'ASf CURBS AR! (CAI T I P I UR. r3F i�i `1°' K SECTION EXTRUDED OURB��' PRE o -- GAST CURB SEC`i"I�N CONC. +CIJR®/OUi'�i"ER 9 +t SIaE4+�i4L� EDGE SECTION SIDEWALK CONTROL JT. N.T.S. RTS.------- C4,1 N.T.S. C�! N.TS. C�: N.TS. C4.! 6" C.L. OF' DIVIDING - -- 2"1 2" 8' - --- --- - — LINE OF' --- - --- - - TRAF'FIC �. I 10" 4- 0 P41N'fr:l) R" WIDP ARROW'S N AT CFNIIP (4 LIB':: ��X P . J'I . �� 2 �• , 0_I A33 SHO,r1N 0'; OF WALK --• J ! Ar' 1% p S:IMETAL 3l'I'AKESI' 1/a,` SE;I'*."r �.T EACH SIDE of JT7_ i � %� 3- �E'D'rlOJU ET�It EDGE - IIIGII LF"I'"fI:R� 4" W10L PID. STRIPES LOCATE CLI'AR ul- ALI PAM1', Ffr'If'AI 1 �35 ° 68 ' � �' / FULL SIDE1,vALK WIDTH LU FIRE LANE NO PA KING - PAINTED STRIPE AND LETTERS � tiII()W OPP. IIANI' C.l:. • b r 6° IOP IJI I' III,r• C� Pri:iE MESH ijCir;" I TERMIPIATES JT. 4 a / 4- PAINT SYMBOL ON PAVING CL PARKIN SPACE PLAN M FIRE LANE STRIPE PLAN IM W1CAP SYMBOL � .AN PAINTED ARROWS �I I PLAN PAINTED" STOP" SIGN rp SECTION Q SIDEWALK EXP. JT. Q N.T: S. C 4 ! RTS. CJ-1 RTS. Cq , ! N.T.S. N.T.S. C �. 41-00 ENAMEL PAINTED, ATE PER ST'GA. CODE: ZI 16 GA. ZINK coA'1'ED r•JUP CURB _ — 4 4 / :ITEEI. PLAN PARKING STRIPE 3 1 1/2" 0 sTI,. I �7 i I 0 T.S. �C4- I ' PIPE GAIN. COW CURD TO TIE WATERTIGHT 9' 4" � I �' �nE u►,,sE •naao6 CONC. BASF: I�4TC1 cnrNc swALE , o I 0 o N naaos CID N N N N coric co SIMILAR TO �G II 1 DETAIL 5iG4,l EDGE F'IrJIS1IF;U F Ir A"-rCtLaFFIG YELLOW ,g• i' `q„ ELEV TRAFFIC SIGNS GRADE Z PAVING SWAY � �� EDGE � S-raiF es `151pji`" U M M M t O• O' TN1curJEsS)C _ `� � ,�. —�— 0,, 1 g: N.T.S. _ 9-4 A. SIGN MODEL NUMBERS AkE AS MFG. BY BEST GRAPHICS EAST N WOBURN, MASS., OR APPROVED EQUAL. �' N SLCIPE LNTCI BASIN 0 1'B' / - to o Q 0 WHERE SIGN DESIGNATION 1S SHOWN ON SITE PLANT IS FOLLOWED WITH A "P", PROVIDE SIr;N MOUNTED ON STEEL' R 12" I .I POLE W/ TOP OP SIGN 8'-0" ABOVE GRADE. SET POLE GAceOFGUR�'1N 12�) DIA. CONC. Z•10 DEEP. !, �y +, rT i-L3i+N CURB CUT PLAN OR sioew�ut. II'_Cc' 11 .60 G SIGN SIZES TO BE 18"X 2d' U.N.O. . ELE�NO TRAFFIC �+IGp� A S N � N••1-.7. C4.1 PLAN f-L.AN PARKING STRIPE v a. SIGNS TO BE ENAMEL PAINTED ON 16 GA ZINC COATED STEEL. N.T s• C 4 V 4"YEI.Low RTS. C4.1 1 I— TYP. SGy/aGl)JCa i'lI • '1 I' VARIES SEE SITE PLAN i - - -- — - CLEAN TOPSOIL TO BE MOUNDED CLEAN --� \ BACKFILL TO , TOPSOIL ALLOW FOR f\SETTLTMENT I 'YELLOW �� G.nGE OF GURO_ TOP LIMIT w0 COMPACTED EARTH SUBGRADE 4" YELLOW polo Ji RE rUGdN G L' SGAPE ISLAND x PLAN CD PARKING STRIPE PLAN lb PARKING STRIPE Z N.T S. C41 ITS. C4.1 PITS. C4.1 TN I FL I IN SITE PAV I N G LAYOUT DETA I L DATE: ►z -5-A4 i I SST. C 4.1 s FIRE HYDRANT FLOW READINGS \ �t1 FLOW: GPM RESIDUAL PRESSURE: PSI .. STATIC PRESSURE: PSI PITOT PRESSURE: _ P5I READINGS TAF.:EN BY - DATE • --- '�y+ �'P,i , ti , ' LOCATION OF READING: REVISIONS (c)" 10rr FN SIFE MECHANICAL MATERIAL SCHEDULE -- - + T� Z' „ �H EUC LINE MATERIAL GRAD SITE OFF SIIE MIN qZ t.PE TILER MARL E BEDON 5B FILL BED F 5'F ILL-- H!M---------- ---- ----- -- --- - -- - fiE SR-4, 5 re�-I t 153 -Co SEWER f'!/C __ SdK,35 S9N0 ,�4�YO_ S9�YO_ &O_ �--- _ wa7- ST? 7 - — --- -- -- - M�rFR � , , , Qm alss FIRE P!/�_-- Qo__-- S�yQ v wQ s4zo 36�� lo' GAS ------- -------- ------ ----- r WAL-MART J BYRO S EARN BACKFILL SHALL BE OF SIMILAR MAIEPIAL AND .IHF,rf l,p RR-82-GL DEPT STORE T �� X� SIRUCTURAL EAPIH FILL SEE FrLAVATIOtI NerES' 81,911 SF 44,000 SF D " Si NE BAD FILL SHALL BE �,4" 10 1-1•:" DIAHF Eh COMPACIEC I/2 MOD1fIED fi;OCtUF L9 [ w FIPE BEDDING SHALL MATCH PIPE BACKFILL UNLESS t1OlEU AS 04 ;H, oil SUCH SANU SHALL BE CLEW1 AND WP HOW DELETEPiCUS MAIERIHL 3�A v`/I"� SR-6 REFER !O TRENCH DEIAIL UN DRAWINGS IOR LIMI I,: T BED 0K, HN_I�iL� L CAL 1��z rE51ING Of TRENCH BACKFILL CONPACIION SHALL W1 EL "VIOUIPEL 'JNDEF' i� �� y Z„ BASE BID ALLOWANCES 6400 <`L 5� � j 1/err 1N "OFF 511E° LINE i5 A LINE 1N A RIGHT-OF-WAI GP J!HEI' t�� AND t0 SFECIFICALLr WIIHIN PPOJECT FROPERt, LINE: \10 - cl- AN "Otl 91•E" LINE i5 A LINE WIIHItI PROJECT FPGrERIr LINES AND NL�T 2",Q'�Cjc la_ :. �O�%� v� �r tdirlllf! ; u!ILi!I EASENENI OR RIGTH OF WAI. FOR LINES FROM 5' OF r `� `� r'PJFDSK, 6UILDING5 AND INSIDE REFER Ic i�U1LNI16 `L;Ifi� o,NC -I to AN, LINE ,HAt I5 !0 BE CONSTRUCTED AND MAIW' IQL 6: A L,?1LP, 4 NOR!h SHALL BE OF MI+TEfIALS AND iM5'ALLrITi h CiiE_'EL T8•lJ I c� I,HT aurHOP1; err - t WATER U"f IL. l�r , NAM, GITY I-JALL v ADDTrES , 300 A! PARKms DR Al FORD PL. `3 Z 711 --- ---- • ��' ' PALJL MoOPC- " ('(IN _ -- - -- -- - \ l 4 IL ta' Q�v PHONE Cod) �ZZ- 3Il�I Exr• 240 �. - �� E U"1" IL. -} SEWER PAN -� CD } O /( K Z NAME G Iri �iA L L ---- rfP. �JCD �_ G5• 3oc N PARK UR B I�� y -F c5Z- ( � `� s� � rr ADDRFS� .S �F�l�� FL. 32.7// --------- �., �c l ♦ V �� \ / \ lir �D - - _ F'HNTAr. r I PA cl L M Z?DK� (305) jL2 J3/ I Fxr Z40 O D PHONE rr a to � f.. UTIL.__ _GAS I �� NAME FLDRIbc! PUBLIC UT/LITy I - T��- — `:1 ••�ul ++' (� C ADDRESr, Aw 83C' W�S% SArV FORO , FL . 32711 \� t rr'wM CONTACT ---- --- ----- - — ART MANU� u (305) 3ZZ- 5733 i 10 PH Ln L) � � SITE MECHANICAL LEGEND I �oK FMFR. \ SPRINKLER RISER SR I WATER — W —' MANHI7LE OMH WATER EXIST. —WE— (� G5.1 erg- I -ram-I ��fl N 10 FN - KANFi13l-E. EX.IS"T OMIT E SEWER — S — r 0 LALL - , I - - VALVE —�-v SEWER EXIST . — SE— i xV% u, VALVE EXIST. —��E GAS —G — 3 GAS METER ❑ GM GAS EXIST, —GE — I -�-,- 8I � �R-► �Q�, FUTURE BLDG • �, 0 0 V SF G to r EXIST. GAS TER ❑ GME FIRE PRUTECTICIN —F — �9 � L I I FIRE PROTECTION � F T WATER METER ❑ WM EXIST.rG — FE— r- U P- Lk T�{� WATER METER ❑ iC7 �.I EXIST. WME FIRE HYDRANT FH ij (9 -rr3 1 to CLEANOUT co FIRE HYDRANT �FHE O EXIST. V) 1 (� 0 viCA } �CD rH DETAIL REFERENCE LEGEND o T�I C L REFERENCED ITEM DETAIL ry7,y l+. l0 }T�t'� I'/� 1L NUMBER mlll rr Q `THRUST BLOCK f"e-I , 5 u Yb_I FIRE HYDRANT H/C5.1 C� -----_----_ ___�___ _— — W � .----�Ye--••--- � l SEWER C L E A N O U T J/ C 5. 1 I, v ' 'IAUV� �'�T V ' WATER METER GRADE BOX K/C5.1 U'� L--15TLSF3 �Si'�f� t-^i srua —_ DROP MANHOLE L/C5.1 N MANHOLE: M/C5.1 TYp C ,� LINE STUB N/C5.1 ` L1 HOUSE SEWER TO MAIN P/C5.1 ' PIPE TRENCH Q/C5.1 SITE >Z1N KLF�2 jZ 1S�Q t7�crj. I -- C H 1 C Li' PLAN to - - -- _ FIAT F_ � corrrl�iTo FBI r. yip rr=R_ _ r•,A.I�T Iz�r FUE Y� rHL WE PROJECT N(j; M ' I IBM- ofc/t -- - �DATE:!2 _. HT. C 5 _- A E2r,u E �oIFJN 6E� ok L o GAR _` L v T• rah; 'N MANHOLE COVER GRADE7 NEENAH #R-1723 FRAME & COVER ADD COURSES OF _ BRICK TO BRING MANHOLE COVER TO GRADE 0 I - ra DIA. "INFLOW"INVERT C.1. MANHOLE STEPS @12" O.C. NEENAH FLOW #P-1980-5 SEWER PIPE 4'-0" DIA. 5" SEE SITE PLAN FOR SIZE & MANHOLE INVERT INVERTS PER PLAN N 7" a .■ -- CONCRETE FILL 4ACONC. BASE .o 6'-0" SQ., SECTION IM DROP MANHOLE N.TS. C5.1 u p� 4"Fo&,c MA/N /;�a /�,��. f ssur� Swi/ �o /fir L°.�ir®/ Vie/ ��► W: r� L %y� fini�,y A A h 3 �A3" Wt h t.68PW40F CoveREr e ,M GE ,V.4/A/ /9'/X /4 ` x 4 ~ TEE AHERlc,4,t/A oovy- 5mR.f ' C01/4H.+>r ACR Af1rNNo1 c CoYcR .eo Ps PrcSSU�a 9\ irx9f G A� B PRESSURE SWITCH BOX / \AT LOCATIONS SHOWN TB -I OR TB-2 NOTE: BEARING SURFACE AREA V \ � 69 T9 (U DUCTILE I Z :D FIRE LINE FITTING - WRAP FITTING W/210 t'- W 45 REBARS EMBEDDED I I INTO THE CONC. D ry n SECTION (aTHRUST BLOCK N.T.S. ► od C5.1 MANHOLE COVER GRADE NEENAH #R-1723 FRAME & COVER _ t ADD COURSES OF BRICK TO BRING MANHOLE COVER TO GRADE 0 2'-Q" I -- DIA. - -- - _-C.1. MANHOLE STEPS @12" O.C. NEENAH #P-1980-5 - --4 --0"-DIA. �.. --- MANHOLE INVERT PER PLAN Z H - 7" - -CONCRETE FILL CONC. BASF: V'-0" SQ SECTION ( MANHOLE rW� �,C5-[) r Nt'ENAH CoV R 74 -C Al2-99,6&24AAC 1-nv1511 6AAW r A, 4;<r .'�Prsa r wr jl,rr�a F YA/. VE P/T PRfsSvA! GAd E 36 "IV Cove. Piet :i-U PSI -8/0 RfDu�fiP a P't7'ANLf_�S !rtlX '. a YM4f� 4f0 Ni.�� i 0 VAtvC 3 rf.4 . • • y /'aArE Viu vE-C,�Pv�r Ar /vll` `' Ae1V-rr1fAr10W5 M£R/CArV OARZ/.VG CRS8 t RES/f FA/r ,SEA)' 6ArE MALVI SE_ALANr - eoNe. ETAS,' AS RegaiRE.0 A • ►, d o. 4'Mia rN/ekN,,ss 0$ o W/ 6*. L y /O//Q w. J./ N Q � � CRuslI&D sro✓ix � h1A11.1 v/aL.uE• ��c ✓vorer wime R/r- SAIAZ4 •9f I✓ArE�S'PAooF �' lywr,i,9mis Ssc%94L MEFy C/rY pF ..SANf'ORD S/00elF/eATidNS - PUMPING CONNECTION AS REQ'D. BY FIRE DEPT. HOSE -- 0. VALVE IFREQ' D. CONN. BY LOCAL FIRE DEPARTMENT 7 CU. FT. OF GRAVEL FOR HYDRANT WASTE VALVE BOX 4 KENNEDY F_G.121 24" CONC.THRUST BLOCK - BETWEEN HYDRANT � 5110E \ T'IE RODS MIN. AND 'TRENCH WALL a .a DO NOT COVER FLANGE-- / W/GONG. 6" MIN. 4 CU. FT. OF 3" S'I'ONF: / 6" GATE VALVF; FOR SETTING BASE AT PROP. LINE OR AS SHOWN KENNEDY J•'IG.71X SECTION Ob FIRE HYDRANT gR N.Ts. �° C.I IRON PIN MARKER W/STET. MTL. FLAG PAINTED SAFETY ORANGE "'""E TAG DE VOT PENETRATE RR LINE ARKF:R L I NE --- f- INVERT OF STUB LINE AS SHOWN ON SITF PLAN ELEV. STUB N N.T.S. 2 "' �5-1 ,--ALARM LIGHT ON SIDE 2-3 DIA G.S. POSTS 116"DIDED CONTROL PANEL NEMA 3R, IN CONCRETE TO SLJIFFACE — - STAINLESS STEEL, QL4CX SERVICE 013CONW-CT 2 DOORS (DEADFRONTPANEL ALARM BELL ol, eL W FAD LOCK a HASP) (6" WEATHER PROOF UNIT)------ 1 --- -AUDIBLE ALARM SILENCER BUTTON WTER- a <+' — -EMERGENCY POWER RECEPTICLE LIGHTNING ARRESTOR(JRE 4100 PYLE NATIONAL) AHEAD OF ODWrFXI. PAiVEL JLNCTX)N BOXES W./ PLIABLE (GE OI1 EQUAL-) —'-- - ( --- GAS TIGHT SEALS V4' HOSE BIB® WITH--• nvi B:LCXFLOW PREVENTER I 4'DI VENT WITH SS BUGICREEN 1 OA/ HD% BIBB VACUUM �I UWAKER SA SEE NOTE CONC 8LK DR CAST CONCRETE op STANDARD FLANGED TEE W/ BLIND FLANGE— ELEV Y LI /•� • �,EXIST GRADE J( Rom_ K cCHEc VA PLUG VALVE 3/4' WATER LINE i v o 1 4-6 OC EW Il 1 :O U ' i n LIQUID LEVEL CONTROL a CABLES TO BE IN ONE = A I - I CCLbOUTT PIMP P(aArER LIFTING CHAIN CABLES TO BE IN SEPARATE 4 CCMDUT -t DUCTILE IRON RIPE— / — •� CABLE ,s® IM J) 2"DIA SCH 40 STAMLESS s LL FLOOR DRAIN —v -- -- STEEL PIPE -- _ — — P PGUREO CONCRETE c_OOR WITH 6 A 6 W W M L--2 04 BARS {f+irs Hoy FLYGT LIQUID LEVEL lei I - CONTA%S OR APPRCIJED 4 1 EQUAL Norm L/rr SrAr/am Mvsr llgvr- � I , A11N g L F P i AUOIBI E 4LARM ELEV X 10.OU P,4Essypi Sw/TtN o f I J --- -- - (Fv rm4jcv G P ow,& f o r FQa.0 j ELEV LAG PUMP ON _ ELEV N A}, 600 u B A, ARM UGH T a _ 7 o _ =EAO PUMP ON_ _ ELEV 3 50 _ BOTH PUMPS JFF ELEV 1 ,t 050 4LSO A�IERNATE _EA�� +� # �1 . 6 \ LAG SEOuENCE f� E.LEVT 27.00 „o I GROUT- . N l A 06- 12" 0 C E W JGRArEL \ 3/4CDAII' ANCHOR DDL 5 I� O TO EXTEND l INTO BASE SECTION U r�-rs cry., ALAK.^^ I 1 I 00.!:14 CAE. WALL CHF,LK `JAL 17 FIKE (DEFT SIAMESE CGIJ N EGTION 18" x 18" SQ. NEENAH #R.4055.10 10" 0l� COVER SET INBELL r PIPE END E, CAST sH W/ WEIGHT DN SEWER LL SECTION ZE CLEANOUT E PLAN E AND N SECTION 0 SEWER LINE CLEANOUT J N. T S. 19�C5.1 /FIN. GRADE SLEEVE PIPE +2" FOR I" CLEAR ALL AROUND PIPE FILL W/ SEALANT ' PIPE SHALL PASS ABOVE FT'G. \\ �// \ \I HOUSE LINE \ - MAIN SEWER 450 BEND FTG. PER FOUND. PLAN SECTION 0HOUSE SEWER CONN. TO MAIN � N.T.S. C5. )i, rLINE OF A -AKM �LVE WALL lur�l� r VALVE PE6Z'D, FO 5? III Dk- Is NOT rrzvID Fri . �NL.LL SW I T� J-1 Ail�L-E VA�vc_ DRAIN TI-I P.rJ rJAu_ ELEV. M SPRINKLER RISER C� BLDG. WALL WATER METER VALVE & BOX BY G.C. UNLESS % FURNISHED BY UTIL. CO. SET TOP FLUSH W/ WTR. METER FINISH GRADE AS REQ'D. I UTIL. COMPANY a a O ~ I N q z + O i FIN. GRADE H z n4 a d wwd >aw w u Vr _ w .r N Y) ^r 3 DOMESTIC WATER RUN0UT O DOMES`1'IC � \-PIPE TO PASS WATER LATERAL-� ABOVE F'TG. L- CUT OFF F'PG. PER FOUND, VALVE IN LINE, SIZE TO MATCH PLAN LINE, BY G.C. UNLESS F'URN. BY UTILITY CO. ELEV. GD WATER METER GRADE SOX rK N.T S. I��1 C1 FINISH GRPDE ELEV. AS SHOWN ON SITE PLAN At - BARE #6 COPPER CONDUCTOR BURRIED SUBGRADE ELEV. a TOP OF TRENCH FOR SPOTTING BY DFTECTOR [T_ ,a O C oI a ' EXIST. EARTH to aT-r BACCOMPACTED a a o c' TIGNfLY COMPACTED CLEAN BEDDIIIG n ` NON-METALIC PIPING OR CONDUIT Lu cC AS APPLICABLE cr , TRENCH WIDTH AS R E 0 D SECT RI TRENCH � RTS. twos �C5,1) 12T0c 12/ F4JC-a a/1iRiy rAaBic, vileAI2.Bao'C6P PLAN ry N.T. S. Gam. I Z -C� 41 69 ` o`I Cn4vfr:�. GENERAL SITE MECHANICAL NOTES OBTAIN ALL NECESSARY PERMITS AND PAY ALL REQUIRED INSTALLATION AND SERVICE TAP FEES, ACCESS FEES, AND IMPACT FEES. REFER TO EXIST SITE TOPO AND UTILITY SURVEY FOR INFORMATION OF EXISTING UTILITIES. DIMENSIONS SHOWN ARE APPROXIMATE AND MUST BE FIELD VERIFIED AND COORDINATED WITH OTHER TRADES. EXTRAS WILL NOT BE ALLOWED DUE TO LACK OF COORDINATION. ALL SITE MECHANICAL LINES MUST BE TESTED AND APPROVED BY LOCAL INSPECTORS OR UTILITY AUTHORITIES AS APPLICAPABLE PRIOR TO COVERING OF SUCH LINES. COPIES OF UTILITY APPROVAL MUST BE SUBM1ffED TO ARCHITECT BEFDRE PAYMENT FOR WORK CAN BE AUfHORIZED. SANITARY SEWER ALL SEWER LINES SHALL BE INSPECTED BY LOCAL MUNICIPAL AUTHORITIES HAVING JURISDICTION OVER THE PROJECT AND BY THE ARCHITECT BEFORE COVERING OF ANY WORK WILL BE ALLOWED. SEWER SHALL HAVE MIN I/B' PER FOOT SLOPE UNLESS SPECIFICALLY NOTED OTHERWISE ON DRAWINGS. REFER TO DRAWINGS FOR DETAIL FOR GRADE LEVEL EXTERIOR SEWER CLEANOUTS.REFER TO HOUSE CONNECTION DEIAIL FOR CONNECTIONS OF SEWER MAINS WITH HOUSE LATERALS. PROVIDE TOP ELEVATION OF MANHOLES AS REOD. SEE GRADING PLAN FOR FIN ELEV. FIRE - SPRINKLER ALL SPRINKLER MATERIALS AND INSTALLATIONS SHALL COMPLY WITH NATIONAL FIRE PROTECTION ASSOC. VOLUMES 13 AND 24. SEE DRAWINGS FOR RISERS AND HYDRANTS SYSTEM SHALL ALSO COMPLY WITH APPLICABLE PUBLISHED STANDARDS OF FACTORY MUTUAL SYSTEM AND INSURANCE SERVICES OFFICE OF STATE OF PROJECT LOCATION. POST INDICATOR VALVE IF CALLED FOR ON DRAWINGS SHALL BE MANUFACTURER AND MODEL AS REQUIRED BY LOCAL FIRE DEPARTMENT. HYDRANT FLOW INFORMATION IF PROVIDED ON THESE DRAWINGS 15 SO PROVIDED ONLY FOR CONVENIENCE. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING HIS OWN FLOW READINGS FOR PURPOSES OF DESIGN, NO WARRANTY IS GIVEN CONCERNING CORRECTNESS OF READINGS SHOWN HEREON. PROVIDE THRUST BLOCKS OF 3000 PSI CONCRETE AT ALL ELLS, AND OTHER CHANGES 1N DIRECTION OF FIRE (SPRINKLER) LINE. SEE THRUST BLOCK DETAIL. PROVIDE BOLLARDS AS REQUIRED FOR PROTECTION OF FIRE HYDRANTS AND POST INDICATOR VALVES WHERE SUCH DEVICES ARE NOT PROTECTED B1 CONCRETE CURDS OR OTHER BARRIERS. SEE DETAIL ON DRAWINGS. SANITIZE FIRE LINES BEFORE PLACING ANY SUCH LINE IN SERVICE. MEET REQUIREMENTS OF LOCAL AND STATE HEALTH DEPTS. FOR SANITIZATION, DOMESTIC WATER ALL LOCAL SHOPS SHALL HAVE INDIVIDUAL WATER METERS, REFER TO FLOOR PLAN FOR APPROXIMATE NUMBER OF REQUIRED WATER METERS, SMITIZE WATER LINES BEFORE PLACING ANY SUCH LINE IN SERVICE, MEET REQUIREMENTS OF LOCAL AND STATE HEALTH DEPTS. FOR SANITIZATION, GAS ALL LOCAL SHOPS 10 HAVE INDIVIDUAL GAS METERS. REFER TO FLOOR PLAN FOR APPROXIMATE NUMBER OF REQUIRED GAS METERS. ILIFT STATION I W F0FLMAT 10W SUMP DIMENSION _6' -- VOLTS L 3C> SUMP MA'IT:RIAL Co11G . PHASE- iwr LL•:R SIZE _LPL_ -_-__ _.._. _ MFU. HEAD -11_- .. _ NYJDEL !1 GEM 'TYPE _ dP1-EX - - H. P' -� Q -- ---- - - GENERAL NOTES. � LALL EXPOSED METAL SHALL BE PAINTED WITH 2 COATS OF EXTERIOR ENAWL PAIKr, 2 WET WELL AND VALVE VAULT SHALL BE COATED WITH EP214 EPDXIRIAST TYPE 3131 INSIDE AND OUT (iW0 COATS, 9 MILS EACH) 3 BASE AND FIRST RISER UNIT TO BE CAST MONOLITHIC 4. PRESSURE GUAGE SHALL BE STAINLESS STEEL, WITH STAINLESS STEEL OIAPHRAW 4 1/2' DIAL AND RANGE FROM 0-60 PSI GUAGE SHALL BE ASHCROFT OR APPROWD EQUAL. S VALVE AULT SHALL BE SIZED TO FERMI r EASY REMOVAL OF CHECK N'LLVE SRNDLES WITH MINIMUM CLEARANCES AS SHOWN FOR 6" DIAME rFR PIPES AND SMALLER CLEARANCES SHALL INCREASE AS REWIRED FOR LARGER PIPE SIZES 6. VALVE 'OAULT SHALL HAVE SEALED FLOOR 8 DRAIN T ALL LOCATIONS WHERE PIPES ENTER OR LEAVt (PIE WE r WELL T VALVE VAULT SHALL BE MADE WATERTIGHT WITH WALL SLEEVE OR NON SHRINK ROUT 8 PUMP LIFTING CHAIN SHALL BE MINIMUM 3/8" STAINLESS STEEL CHAIN 9 THERE SHALL BE NO VALVES 00 ELECTRICAL JUNCTION BOXES IN WET WELL 10 VACUUM BREAKERS OR BACwF I Ow PRI /E rITE R5 ,HALL IVILE I THE REQUIHEMEN rS OF THE UTILITY SUPPLYING wArER 11 CHECK VALVES SHALL HE LEVER AND SPRING TYPE AS MANUFACTURED BY KENNEDY, MBH, OR APPROVED EQUAL 12 WET WELL 6 VALVE VAULT COVERS SHALL BE ALUMINUM WITH 316 SS HARDWARE AMID LOCK AS SUPPLIED BY FLYGT CORP r,R EOLSAL SIZE AS REQUIRED BY PUMP MANUFACTUA11. 13 PLUG VALVE SHALL BE DEZURIK, HOMESTEAD OR APPROVED EQUAL 14 FLEXIBLE COUPLING SHALL BE SLEEVE TYI-E, DRESSER STYLE 38, SMITH BLAIR 415 OR APPROVED EQUAL -fN FL N SITE MECHAN I X , 1 DETAI LS PROJECT NO.1 1041 g S J DATE: y1 Slwr�. C 5.1 I WI c� 0� �j `o% /A/C .01 - READ D rtP %' 4l la' �s�I�rVr 1 CONNECTED LOADS: DESCRIPTION KW DISCOUNT STORE LIGHTING �p MISCELLANEOUS AIR CONDITIONING WATER HEATING 0 TOTAL 566 AN`i'ICIPATED DEMAND 4WKW FOOD STORE CCO KI N6, ll o LIGHTING 14-L MISCELLANEOUS ZII AIR CONDITIONING 131b REFRIGERATION 320 ELECTRIC HEAT 15 WATER HEATING 3& `I'O`I'AL 972 ANTICIPATED DEMAND 7l5 KW DRUG STORE E:Lt�GTIzfG NEAT (03 LIGHTING 3� MISCELLANEOUS ZI AIR CONDITIONING SO WATER HEATING j TOTAL 1(Oq ANTICIPATED DEMAND q7 KW LOCAL SHOPS 485WP5, EAG1l AfekV.6 ZCOA/200VIJP UE(-TRIG I-1EWr 10 LIGHTING 4 MISCELLANEOUS 5 AIR CONDITIONING /o WATER HEATING TOTAL 3- ANTICIPATED DEMAND 2`L KW UEFA KTMEf tF MKE E.ECM IG P EAT 2O� LIGHTING (4P MISCELLANEOUS _l (�b AIR CONDITIONING 190 WATER HEATING C/ 6"p) FUTURE BLDG 35)000 SF- 2-",6;;2 1 kt10 c tD. SITE LIGHTING FIXTURE SCHEDULE IOOOEs TYPE CATALOG NUMBER DESCRIPTION A WGDH-1940-4804WMH-BRP 4-WAY (HORIZ. 80.) 40OW B WGDH-1920-480.40OMH-BRP 2-WAY (HORIZ. SO.) 40OW C WODH-1910-480-40OMH-BRP 1-WAY (HORIZ. SO.) 40OW AV WGDH-194VS-480-40OMH-BRP 4-WAY (VERT. SO.) 40OW KV WGDH-193VS-"0-400MH-BRP 3-WAY (VEFfi. SO.) 40OW BV WGDH-192VS480.400MH-BRP 2-WAY (VEFIT. 60.) 40OW CV WGDH-191VS-480.400MH-BRP 1-WAY (VEER. SO.) 40OW D WGDH-19IFM480-4WMH-8RP 1-WAY (FLOOD) 40OW E WGDH-1921480.400MH-BRP 2-WAY (TYPE 1) 4WW (j WGDH-1913-480-400Y111 1-WAY(TYPE1ry)40OW G -1 WGDH-1913-e06400MH-BRP 1-WAY (TYPE III) 40OW J WGDH-1923-480-400MH-BRP 2-WAY (TYPE III) 40OW AV- I WGDH-.Ia4 V5-2O0 -4COM" 4-WAY (VERT. SO.)AOOW WGD•TRS-39.11-DM-PP 39'POLE STEEL KV-1 WODH-193V8-209-40014114- D-WAY (VERT.80)400,W E-I WGDH-1921-206-400101H-BRP 2-WAY (TYPE 1) 40OW NOTES CONFIGURAT /ON I. ONLY FIXTURES ESIGNATED ON THE 1 Type, C. CV. D. F. G ANS ARE APPLIC- A AL E. 2 . A L PARKING LOT z `� Types D. BV. E. J LI IT POLES, FIX, LAM S, AND OTHER MATE IAL5 & LABOR �L�� q s=�1 .. TypOKV NECE9(;ARY FOR INS`i ARE I THE CONT. ��1 4 Types A, AV XV PF r 1 � i �� Exlsnnl� Power LIIVF- HOUSE AMEL 'A' SHALL CONTAINI 1. 1-30/3 SERVING OUTSIDE LIGHTS KV I 2. 2-20/2 SERVING OUTSIDE LIGHTS 3. 6-20/1 UNDER CANOPY LIGHTS 4, !00 AHP MLO 5. HEATHERTIGHT CONSTRUCTION 3oI 6. 2-30/3 CONTACTORS SERVING OUTSIDE LI6HTS VIA PHOTOCELL 1, 1201208 VOLTS, 3A 4 WIRE, WYE HOUSE PANEL 'B' CONTAIN: L tit I 1. 10-20/1 SERVING UNDER CANOPY LIGHTS 2, 100 AMP MLO 3. WEATHERT16HT CONSTRUCTION 4. 1 30/3 CONTACTOR SERVING UNDER CANOPY LIGHTS VIA PHOTOCELL 5. 120/208 VOLTS, 3A 4 WIRE, WYE HOUSE PANEL 'C' SHALL CONTAIN: !o`EA�ht T 1. 2-30/2 SERVING OUTSIDE LIGHTS 2, 1-50/3 SERVING OUTSIDE LIGHTS 3. 3-20/2 SERVING OUTSIDE LIGHTS AND SIGN 4, 10-20/1 SERVING UNDER CANOPY LIGHTS 5. 200 AMP MLO 16. 1-60/3 AND 3-30/6 CONTACTORS SERVING OUTSIDE LIGHTS AND - SIGN VIA PHOTO -CELL _1L 120/208 VOLTS, 3f,, 4 WIRE, WYE U, S . /l wY / 7 q-Z —�— t�lE`i-ER -------------------------------------------- C:Eh.I"T�Fd ?SCHEDULE METER MAIN FEEDER n-ma. NO. METER-DISCONN n--n CONN aaaa-:nn REMARKS CENTER COND / WIRE 0 EA AMP / POLES LOAD a----== � 6TDRI; ---n=-ss (I) -3'�Z" )� 15 Lg ��_- a---n---n-........a SO--ii �l ?- aaa•..... 2�gl/zo Vo-r ------_ bK U&(2) 3 }/zir 9-)a 3vo wm cli ---------- -------- l- (noo / 3 ----- 1 A 2 - --- -- lobIl ZO ------- ----------=1-- ---------- -------- Yot r q t �5 - Zod /3 ---- I g o ------- r108/12a ------- MCM r-J. --------- -- ----------------- --- - UDLj" --- - -- - Mc-8 (2) 3'/z" 4 * s-2oo/3,) I-loa/3 1`I(v 906/1Zo cLI ------------ - - ------ ---------- ----- --Y2L-C - q 5-2co /3 I q o 2ZOM 0 CC1. ---------- ----------------- - ---- - Vt9t ri MG-17 (2-) 3'/2 "f 'Ia--��✓ 4 - 200/3 F - I �L Zoa lzo �� cv. oar~ . (2) 3'lz/14 t 7 MGHccI I-� 3 5Tot-\E I) 2'12�q q/o M> r1 ccS t -2F�/3 588 27I/9P0 ------- MG ------------ ----- --------- (2) 3 /2" Or q - 2coo 3 l--- �j -------- 20?/mo ------- )55 W-tA eu. ------------------------- ------- ----- VDb% - ------ repr 15„ co=W 7x-50 2.171410 1 - 3 ty'q YOLT' z =rk Mc)-( Gc1- - ----- AACI-F; ------------ ------------------ 5 -zoo/3 20� c � Ce-o. vcb7- MG G (2) 3%2"I <I - 200/3 22 8 208/1z0 �tr� McM cu . uo& MG. (2-) 3%2",qF� (9-Zoo/3 mc-I (15c ,y M G 3 Y2 , A )500 N1cM C(_4. I- 1 o O/ 3 � 3 /2a (/DG� 1. SEE SITE ELEC. FOR APPROX. METER CENTER LOCATIONS. EXACT LOCATIONS MUST BE 'TAKEN FROM "BLDO." PLANS. 2. ALL FEEDER WIRE TO BE ALUM. UNLESS NOTED COPPER. 3. LOCAL SHOP METER CENTER DETAIL SHOWN SHT. C6.1. 4. METER CENTER DETAILS SHOWN ON ELEC. "BLDG." PLANS. 5. SEE ELEC. NOTES SHT. C6.1. 6. PROVIDE MAIN DISCONNECT FOR METER GROUP (F/C6.1). CONDUIT/WIRING MATERIALS SCHEDULE UNDERGROUND LOCATION/USE CONDUIT MIN. COVER DETAIL PARK LOT LIGHTS PVC SCHEDULE 40 18, P/C6.1 TELEPHONE PVC SCHEDULE 40 18" B/C6.1 EXPOSED ON BLDG, RIGID STEEL -- -- STUB THROUGH CONC. RIGID STEEL VARIES -- PRIMARY RIGID STEEL 42' A/C6,1 SECONDARY RIGID STEEL 36' D/C6,1 UTIL. ELECTRICITY FL OK IAA POW&A W Ll6,L1T' 60. NAME ADDRESS CONTACT PHONE Sol MyATL/ MYRTLE: AV6• 5A,V Fc?A D , FL. .37-771 bAuce 5T4F#,Fv5oAl 4 K,EN BORNAUG (30 5) 322- 5361 _ — UTIL. PHONE NAME ADDRESS CONTACT PHONE 50Ur1/, PAP &f-L L 5o0 /V oxA N (7L , XooM 3z4 ORLau,00 , Fl.-. 32ao► PAU/- 1�5,0PAANIX (365) &41-Zo7/ UTIL. CABLE___._ NAME ADDRESS CONTACT PHONE SITE ELECTRICAL LEGEND OVERH'D ELF-C. —LIE— LIGHT POLE W/ FIXTUP P-5 AV-1 OVER rD ELEC. UTIL.I'TY LICIT EXIST. ram` 0" voWr-i, POL-b PP UNDERG'D ELEC. ---E— UTILITY LIGHT PPE o�11:X1gri"6- PO W E. )a, PO L- E- UNDERG'D ELEC. —�— GF-m-rr R (vR EXIST. TF-kiAWT) S►vl l OVERH'D TELE. —OT— SIGN POLE EXIST, O SPE OVERH'D TELE. -OTE— POWER POLE O PP EXIST, UNDERG'D TELE. —T— POWER POLE O PPE EXIST. UNDERG'D TELE. — TE— - EXIST, DETAIL REFE50149MENCE LEGEND REFERENCED ITEM DETAIL NUM ER T'FORM CONDUIT RISER A/C6.1 T'PHONE SERVICE ENTRY B/C6.1 O'HEAD SERVICE DROP C/C6.1 O'HEAD RISER D/C6.1 T'FORM PAD E/C6.1 METER CENTER F/C6.1 GROUNDING ROD H/C6.1 PARKING LOT LIGHT P/C6,1 z i L L O T LOT UTILITY CO. POLE BLDG. WALL TROUGU BEYOND 3"¢RIGID STEEL SEE DETAIL RISER CLAMPED TO UTIL. CO. POLE UTIL. CO. TRANSFORMER 7 F- _ — — — r T CONC . PAD I 1 SEE DETAIL I I @ T' FORM PAD I I 1 L5, 0" 5--0" SEE SITE TO RISER PVC RIGID RIGID RIGID @ TROUGH STEEL STEEL STEEL ELEV. IM PAD T'F'ORR CONDUIT RISER N.T S. lc col I= UTIL. POLE — W/PHONE•. SERVICE LINES /— BUILDING WALL 17 vl"M 1-r" 36"x48" EXT'R. GRADE 3/4 00 ,S'F�ELY MPL T D` T� ALL & PAINT TO MATCH = o ALL w STUB UP 2" PVC CONDUIT �I 12" ABOVE FIN. GRADE AND CAP n EACH END r' ry FIN. GRADE ---� wL�j CONDUIT TO BE 10' CLEAR HORIZONTALLY OF ELEC. SERVICE ENTRY ELEV. Z TELEPHONE SERVICE ENTRY N.T.S. Itoo02 E C V• — 10'-0" LONG x 12" HIGH x 12" DEEP 16 GA. GALV. RAINTIGHT WIREWAY TROUGH - U.L. LISTED 14 -IV I AL FCC H. F . t3 ` zYZ l' 4 -Pt 250 MC M A L FOR Fl . r' "t'' PRc�y - r r r 2 co/ F c R• I bUS�• wo L lG' BOLT ON HUB WATERTI HT -s FOR i loc(SE (fir: WATERTIGHT HUB _ II�)ER S AS (§EWIRIJJ UTILI COMTf -I,- "HOUSE HOUSE PANEL SEE ELEC NOTE @ SITE SHEET FOR DETAILS RIGID STEEL-- ' 1� SINGLE THROW FUSIBLE GROUND CONDUIT HEAVY ,DUTY 'SAFTY SWITCH — � LOSUAE W/LOCKAN-. E; #" A J �.R,A�NT1I� -I -4 o BLE MULE Ln — 0 SIL. CONDUIT STEEL CONDUIT (SIXTH UNIT —NOT ALLOWED WHEN "HOUSE HANNEL BRACE AS REQ'D PANEL' IS Oft PIPE CLAMPS USED W/GROUPINVI I SEE SI_PE 5 _p" 5._0.""\—FIN.PVC RIGID STEEL NOTE: TYP. DISCONNRADIUS PER CODE TYP SIZE TO BE _AMVO FROM UTILITY TRANSFORMER POLE TO SHOP PANEL PVC POLE LIGHTING CKTS., SEE SITE PLAN ELEV. IM LOCAL SHOP METER CENTER N.T.S. IC.008 r. (C6.1) SERVICE DROP U) H z z H WEATHERHEAD FITTING 0 O � I f � o I Q `�• TOP OF ROOF v o CLAMP CONDUIT SECURELY TO MASONRY @ 48" O.C. F c0 DOWN TO TROUGH. C7 d• 'L a, 3" MIN. RIGID STEEL a , CONDUIT OR LARGER AS .W7 o s REQUIRED U I co 0 N COUPLING NEAR TROUGH s W o H BOLT -ON -- RAINTIGFi'I' HUB 10 - WIRING TROUGH SEE DETAILS 0 �-i .r -- BUILDING WALL �— FINISH GRADE ELEV. BLDG, OVERHEAD SERVICE DROP N.T S. "'00-- F- - -------BUILDING WALL WIRING 'TROUGH -- - --- AT I'ACH GROUND WIRE TO NEUTRAL BUS & TO TROUGH ENCLOSURE -- -_--- #6 MIN. SOLID COPPER OR LARGER AS REQ'D BY CODE GROUND WIRE ANCHOR SECURE TO WALL --- EXPOSED CLAMP O� ON 5/8" x 8'-0" GROUNDING ROD -- FINISH GRADE /-- CLAMP WIRE TO COPPER _ WATER O IrNIF RODS SEE SCIIED. 1-11N. 6'-0" SEPARATION BETWEEN RODS `-- CLEAR F•TG 3" MIN. W/ROD ELEV a GROUNDING ROD N.T S. Ilao12E C6• UTILITY CO. POLE -,�-- & TRANSFORMERS I WEATHERHEAD — FITTING UTIL. CO. SERVICE DROP O U 3' MIN. RIGID —� x STEEL CONDUIT a OR LARGER AS zl F REQUIRED E 3 O w Z H 6'-0" O.C. VERT. UTIL. CO. APPROVED a w CLAMPS TO POLE N� FIN. GRADE — = Iz SEE E - 5'-0" r E PVC I RIGID EXTEND TO WIRING TROUGH ELEV C ' OVERHEAD RISER - UTILITY POLE K"D N.T.S. Rt 0-4E C& CHAMFER NOSE CONC. PAD W/ 6x6 10/10 WWM AND 1-#5 CONT. RSINF @ TURN DOWN EDGE _ 6._ 0" _ _ FOUR SIDES UTIL. CO. TO -1 FURN. DIM. a •Z ? 4 -- — oFINISH GRADE E•E U D OPENING IN I y PAD Z n I �IH l• � / 5/8"x8'-0" GALV. STL GROUND. ROD PROJECT 3" a ABOVE GRADE SEE DETAILS ELSEWHERE FOR CONDUIT SECTION e TRANSFORMER PAD E N. T. s. "'oo.SE C&l ONE PIECE HIGH IMPACT GLASS LENS WITH POLARIZED ALUMINUI RL•'FLECTOR, RECTANGULAR ARM AND 40OW METAL HALIDE TYPE LAMP. GARDCO CO. NOS. AS SHOWN ON PLANS. APPARENTSEAMLESS SQUARE — TAPERED STEEL POLE, PAINTED BRONZE GARDCO. CO. NO. TRS-3 1" 0 x 36" x 4" ANCHOR BOLTS MIN. 4 BOLTS PER POLE. VERIFY W/MANUFACTURE'S RECOMMENDATION CONCRETE BASE 4000 PSI WITH #3 TIES @12" CENTERS, 496 VERTICAL 24 "1 DIA. SECTION 0 PARKING LOT LIGHT P N.T S. I(,ocG E 6. EL_EIC-rFR I c: O�NL— i'b!CDi IE-ca ELECTRICAL GENERAL ALL WORK DESCRIBED BY THESE DRAWINGS SHALL BE PERFORMED IN ACCORDANCE WITH GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION DRAWIN65 INDICATE THE GENERAL CHARACTER, SCOPE, AND ARRANGEMENT OF THE ELECTRICAL INSTALLATION, APPROVAL OF ARCHITECT IS REQUIRED FOR ANY SUBSTITUTION, CHANGE OR DEPARTURE FROM THESE DRAWINGS. CHANGES IN CONTRACT PRICE WILL NOT BE ALLOWED FOR MINOR CHANGES SUBMIT FOR REVIEW SIX SETS OF SHOP DRAWINGS OF FIXTURES, PANELS, SWITCHS FOR ARCHITECT'S APPROVALS PRIOR TO INSTALLATION OR PURCHASE EQUIPMENT AND MATERIALS FURNISHED UNDER THIS SPECIFICATION SHALL BE NEW AND UNUSED, FABRICATED BY MANUFACTURERS REGULARLY ENGAGED IN THEIR PRODUCTION, BE THEIR STANDARD AND LATEST OFFERIN6S, AND BEAR THE 'UL' LABEL. GUARANTEE WORK TO BE FREE FROM DEFECTS OF MATERIAL AND WORKMANSHIP FOR A PERIOD OF ONE YEAR AFTER FINAL DATE OF ACCEPTANCE OF WORK, REPLACE OR SATISFACTORILY REPAIR ANY SUCH WORK WITHOUT ADDITIONAL COST TO THE OWNER. CODES THE CONTRACTOR SHALL BE GOVERNED BY THE PRESENT SPECIFICATIONS TOGETHER WITH THE CURRENT RECOMMENDATIONS AND REGULATIONS OF THE FOLLOWING: - LOCAL AND STATE ELECTRICAL CODES AND ORDINANCES - RULES OF THE ELECTRIC UTILITY COMPANY - NATIONAL ELECTRICAL CODE - N.E.M.A. STANDARDS - N.F.P.A. CODES UTILITY AND GOV'T AUTHORITIES COORDINATE WITH THE LOCAL POWER AND TELEPHONE COMPANIES,VERIFY THE SERVICE ENTRANCE ARRANGEMENTS PRIOR TO START OF WORK. METERING SHALL BE ARRANGED WITH THE ELECTRIC POWER DISTRIBUTOR AS REQUIRED OBTAIN ALL PERMITS AND INSPECTIONS REQUIRED FOR THE WORK AND PAY ALL FEES AND COSTS THEREOF, ELECTRICAL SERVICE SERVICES SHALL BE 277/480-VOLTS, 3-PHASE, 4-WIRE OR 120/200 VOLTS 3-PHASE, 4 WIRE, WYE AS SHOWN ON DRAWIN65 WITH GROUNDED NEUTRAL TAKEN FROM THE POWER COMPANY TRANSFORMERS ELECTRICAL PANELBOARDS PANELBOARDS SHALL BE SQUARE D COMPANY TYPE '00' FOR THE PHASE AND VOLTAGE INDICATED ON THE DRAWINGS. BRANCH BREAKER INTERRUPTING CAPACITY SHALL BE 10,000 AIC MINIMUM. EQUIP EACH PANEL WITH A SEPARATE 'GROUND' BUS. ELECTRICAL CONDUIT AND CONDUCTORS: ALL WIRING SHALL BE IN CONDUIT. CONDUCTORS SHALL BE COPPER, UNLESS NOTED AS ALUMINUM ON DRAWINGS, CONDUCTOR INSULATION SHALL BE 'THHN' ELECTRICAL GROUNDING USE DOUBLE BOND NUTS ON CONDUIT CONNECTTON TO INSURE GROUND. GROUND BY DIRECT CONNECTION ALL INTERIOR PIPING SYSTEMS. PROVIDE CODE SIZE GROUND WIRE IN ALL PVC CONDUIT SYSTEMS WIRING TROUGHS AND OUTTERS: WIRING TROUGHS USED FOR TAPS TO SERVICES SHALL HAVE CONNECTIONS MADE TO THE SERVICE CONDUCTORS BY MEANS OF A FACTORY MADE CONNECTOR SPECIFICALLY DESIGNED FOR THE PURPOSE. IT SHALL BE SELF-CONTAINED AND FULLY INSULATED. ( U-BOLT CONNECTORS OR KURNEY CONNECTORS REQUIRING TAPING WILL NOT BE ACCEPTABLE) THE CONNECTORS SHALL BE KUPLER COMPANY 'KUP-L-TAP' TYPE FOR THE CONDUCTORS INVOLVED. WHERE SIZES ARE NOT AVAILABLE, SIMILAR PRODUCTS FOR OTHER MANUFACTURERS SHALL BE USED. ELECTRICAL SAFETY SWITCHES: FURNISH AND INSTALL FUSE SAFETY SWITCHES AND/OR DISCONNECT SWITCHES AS CALLED FOR ON THE DRAWINGS, AND AS MAY BE OTHERWISE REQUIRED BY THE CODES, SAFETY SWITCHES SHALL BE HORSEPOWER RATED, QUICK -MAKE, QUICK -BREAK WITH ARC SHIELDS WITH ENCLOSED CONSTRUCTION. INSTALL WHERE CALLED FOR ON THE DRAWIN65 AND/OR AS REQUIRED BY THE NATIONAL ELECTRICAL CODE. PROVIDE AND INSTALL THE FOLLOWING ITEMS FOR THE TRANSFORMER VAULT. - 12'-0'x14'-0' (CLEAR INSIDE DIMENSION) CONCRETE BLOCK WALLS. CONCRETE BLOCK WALLS TO BE 0' CONCRETE BLOCK WITH ALL CELLS GROUTED SOLID WITH CONCRETE AND ONE 14 REINFORCING BAR PER CELL. - ROOF STRUCTURE SHALL BE STEEL JOIST WITH METAL DECKING AND 3 PLY BUILT UP ROOF SYSTEM, JOIST BEARING SHALL BE MINIMUM ll'-O' ABOVE FINISH FLOOR. ROOF SLOPE TO BE 1/4' PER FOOT. - GUTOR AND DOWNSPOUT ROOF DRAINAGE SYSTEM. - CONCRETE FLOOR SLAB SHALL BE 4' CONCRETE SLAB ON GRADE WITH 6x6 10/10 W.W.M. PROVIDE 4' CONCRETE LIP THRESHOLD AT DOOR, - 12' SUMP WITH ORATE IN CENTER OF FLOOR SLAB SHALL BE TIED INTO SEWER SYSTEM, - ONE PAIR OF LOUVERED HOLLOW METAL DOORS (3'-O'x7'-0'xl 3/4'), - ONE METAL LOUVERED VENT 4'-0'x4'-08. - 7/0' GALVANIZED STEEL PULLING EYE TIED INTO BUILDING STRUCTURE CAPABLE OF WITHSTANDING 10,000 LB. OF TENSION. - TWO 4' PVC DUCTS 1N VAULT FLOOR. DUCTS TO BE ENCASED IN CONCRETE AND EXTEND 5'-0' FROM BUILDING, - ONE l 1/4' PLASTIC CONDUIT SLEEVE IN VAULT FLOOR FOR GROUNDING ROD. VAULTS TO MEET ALL FLORIDA POWER AND LIGHT VAULT SPECIFICATIONS. SEE ATTACHMENT 11 1 0 LN VG I? UFC��- i5 IC+ L.cX c; SST 2 L ✓G q�; �pC�A 2.F�' '� �, e HOW," rc- G LL \ qw:x O 2 Ilx/rRI�NI A-w g ER1oecrrkYA JAP-M l cA WAL—MART RR-82SF 81,911 I wk\v v ww, i i �"Az ��9f,AApIFL0�,A 21 � I,- U6-i K 50' o G M A-/ HOWAr--r> P�L,nrl d I ov. . J BYRONS DEPT STORE 44,000 LOCAL 6400 0 2 SAL val.r�(Er-ro � t✓KiB�uYA JAvaFlicA - � . //-1 MoUAIc--::D 6i N v1oUNx0 BE05 LTiP� \ c rry � -- J, I SaB�- l—qb L16I)5 NMA K ri 4 �Ho EN I x j2F,G L Iq ATA 1 cAl� 11"AYA 30 I N U.IWE E(vrf��J !-E-o 04 LoT L °T PLANT SCHEDULE H � I �H T REMARKS E5fQUAN.PLANT E91ogo1-9YA JAFONICGA 7 - 9 FT- 21 I LEX� O . EAST PALATKA 8- 10 FT. 16 MAGNOLIA GRANDIFLORIA 8-10 FT. 38 SABAL PALME`I'TA 12- 18 FT. BUTIA CAPITATA 6-8 FT. 8 PHOENIX RECLINATA 8-10 FT. 250 PODOCARPUS MAKI 2-3 FT. 150 PITTOS PURUM TOBIRA 2-3 FT. 3�g LIGUSI'RUM HOWARD 2-3 FT. 225 JUNIPER PARSONII 18-24 IN. 12r, PITTOSPORUM WHEELER 12-18 IN. 335 ILEX V. SHILLING 12-18 IN. �Z2�OL (oreacE) MIVKOLII PQ>CAVo 161 L 8- 10 Fr - GENERAL LANDSCAPE NOTES-. 1. LANDSCAPE AREAS TO HAVE SPRINKLER IRRIGATION SYSTEM. SPRINKLER HEADS TO BE SPRAY HEAD TYPE. PROVIDE MINIMUM OF ONE SPRINKLER HEAD FOR EVERY CFO FEET DIAMETER LANDSCAPED AREA. ALL INTERIOR ISLANDS WITHIN THE PARKING AREA SHALL HAVE A MINIMUM OF ONE SPRINKLER HEAD PER ISLAND. J PA�.ME'rib J i�i 1� • 3� F / 4 % V co [— CD V) / iVRavS ORAKE) l �A6AL ,��-MFrTv ♦ -s JJ►JI� S P4.K��rai1 I►1 M0UucEP 1L_F-:x V `�GI411 ��h1<o I I IN r•lol1NGE� �dCp o ``1 I �q � V AQ FUTUREI BLDG 0 s 35,000 SF I /5 INoURtillI pF-v BED M -/0 JU N I PEKU6 C- vA f-/ cR SUN I mou PE* _ a F 7FO �b,N�S CP.PE O 4- + aUFFEi?- IS l0-dl 'nI of 4 PI•IOr--NIX K EG L. I N,A-r/ k -4- 6o ILEX V 3_4ILLIN6 IN MOUNpr r,WI� ATA 0o &� FpjTO5jVKJM WH �l Lr,- K IN ANO N 52p 615-rl-ls - rAj 0 q m a J GENERAL VICINITY MAP Syrs r;� SI AuBu it ., . CTi? r.,,l, D,ny'•',r, v/',,,, :;e. ._. r _ e � SIvAI(fusU3I1,ldBUJCh {• ,• 1inar, •{ �s:uri r'S, Alpll—Sra. Yr, W, u „�3 AldCilpau lu, Jyl .,,.I`c , m. n,a. e tu,ro�r�• N'rlum, w Cuuan, Bamn ♦�e vel vnu •., p,amle x vuai 97 t•] �: nm�l llAr{'� 16 /IllesviWIP 'ryl'me: � If.e]1 �aletJJ • :la...+..�.• . Nnrh„Ae ,u +yuY�lld.vin n,,,l •, Snf �umJ ,•P 1 .r�r • �AImCuasl .*•Pi�ntar�n,u.- 1' ,a ''j varyi 8erury Flaa<n •., •u]el rt • ou„� a Sy,. cum B. rto A`, ildylel ©loch .y9 �..I�N er '<I,rOU enJ G"... ♦ ,r ,,r.,`ai�l ewwI •\,'S •.,. ,•�\1,,. �. / •1 W dr,lw tXui,smn 1 4 M".01 • ♦R.r� 4.Syn,IJ55+�, �arrw9.,ur I ero,.le , `OunonU BY rho Sea I e,,,nid -y\\�\\ ire 1yJ,i i.,,ire C.1Y • r 11 N pOnel/ { 5 Y •Au-,y,,,ut , 1,. .< t a�unou, . • .i t, „iu Ge, d:m ST Imund Beach n ' '. •Y.nsorl Iv Hdl �,,,,.r,J„ ,, My 1•. Uaytuna Beach y $ou Yl $' ,Ns On d., _ e- De fora Baech SwrY] fig Cali rnAA "�� ,, lyu�, ' r 'YIWJ6ur-Br In. S.• A,"P•1 I DI J] 5 x 7 Vmca p,Nl • \\S,..e„out' .Mu»Bwn •,rtW..r 60 .,,d•�J aq \d\ mu..n. ,� s.r< tllulr•NOWSmyrndathich D ve-1.rLa+sytt9-Is , ei' Edgewastlr fit 11 C G•. , Jkenule,Y as 1 w.Jrr Dl�n ofi �•wr.naaw ,. � alfo6n. Oly,ge Gt�� laaeJ.+de; , � u,`.. D L•.. 1++, �r G,en, Inahlld Beltonap � IId InJnJ .. v 1 n a rldi9 a �dIIWi„ "'I ,... . 0v lid '/ Lryny , �1v.�.. �l�hl/•Vul1 -� tf�B3113 '�All . •�• 1 .. •, • , v null �y, d� In.rmes. �{ D," C,r Ye. ]uleYt 61 ftA• ,- oa per 1 . W;rlBs • �GpE?IC JvOAl� DETAIL VICINITY MAP 'tea y A- ! (f.Ynlp, yACI (I. fill A!e lUIC/ J.IIIOA tr Unlnf,lC .q:r eu. .SNlpaf Gu YUeI r ya CAM•ar•1 Bf 11131d1 9 ' cdl.dd Beach gpckl \di a yd PJtle v.,,.� ,1— deer Slhcdll'td Beach Teed"', 0au. w Bdocn M olb'murna ~�! e u Pdh,l Bo AIr,<,n MAUD., lU • M•lnowna Snwa] • VIw,dM.A 0ad(n 1 , {r • r • _r -TEA. 'pu! lr1At ]' AREIV IAT ION LEGEND ELEV. ELEVATION 0 HEAD. OVERHEAD p,g, ANCHOR BOLTS EQ. EQUAL PART'N, PARTITION A.C.I. AMERICAN CONCRETE INSTITUTE EQP1. EQUIPMENT P ! V POST INDICATOR VALUE ACOUS. ACOUSTICAL ETC. ETCETERA PL. PLATE ADJ. ADJACENT E.W. ENAY PLAS. PLASTIC OR PLASTER ADJUST. ADJUSTABLE EAST. TING EXISTING PLIND. PLYWOOD A.F.F. ABOVE FLOOR FINISH EIP. EIPANSION PR, PRIOR A.I.S.C. AMERICAN INSTITUTE OF STEEL CONSTRUCTION FOUNDATION PROP PROPERTY ALUM. ALUMINUM FON. F.E. FIRE EXTINGUISHER P.S.F. POUNDS PER SQUARE FOOT ALI. ALTERNATE FIN. FINISH P.S.I. POUNDS PER SQUARE INCH ANCH. ANCHOR FLOUR. FLOURESCENT P.T. PAPER TOWEL APPLIC. APPLICABLE FLR. FLOOR PTO. PAINTED APPROX. APPROXIMHTE FR, FRAME P.Y.C. POLYVINYL CHLORIDE ARCH. ARCHITECTURAL OF ARCHITECT R. RISER A.S.T.M. AMERICAN SOCIETY OF TESTING OF MATERIALS F(. FEET R.C.P. REINF. CONE. PIPE B.F.F. BELOW FINISH FLOOR FTG. FUR. FOOTING FURRINGREINF. REINFORCING BLDG. BUILDING GA. GAUGE REQ D. REQUIRED BLK. BLOCK 6ALJ. 6ALVAH[iED R.O. ROUGH OPENING BM SEAM G.B. GRAB BAR R.O.W. RIGHT-OF-WAY B.P. BASE PLATE O.C. GENERAL CONTRACTOR SCHED. SCHEDULE 8R6r BEARING 6L, GLASS SIM. SIMILAR B.U.R. BUILT 'JP FUOF GYP, BD. GYPSUM BOARD S.J.I. STEEL JOIST INSTITUTE Cqg, CABINET y •iDWE. HARDWARE SPECS. SPECIFICATIONS C.F. CUBIC FEE( H.M. HOLLOW METAL ;Q. SQUARE C.L. CENTERLINE HORIi• HOR17ONTAL S.F. SQUARE FEET CL6, CEILING H RAIL. HANDRAIL STL. STEEL CI-R. " HT. HE16HT STRUCT. STRUCiURAL C.M.P. '-OPFUWEC MTL. FiPE MIR. HEATER SUSP. SUSPENDED COL, COLUMN IN, HEADWALL r TREAD COMP. AMPACTED IN. INCH T HOLD. THRESHOLD CONC. CONCRETE INSUI. INSULATION Ti THICM.NESS COND. CONDESATE (NTR. INTERIOR TLT. TOILET CDNST. CONSTRUCTION IHV, INVERT T.O.B. TOP OF BEAM CONT, CONTINUOUS JS1. JOIST T.O.F. TDP OF FOOTING CONTR. :ONTAACTOR JOINT T.O.M. TOP OF MASONRY DET'L. E,ETA(L I LAM. LAMINATE T.O.S. (OP OF STEEL DIA. i!;OE"ER -A L6. LONG T.O.W. TOP OF 'WALL DIM. DIMENSION MAS. MASONRY TfP. TfpICAL J DISP. :!SFEN5ER MAI. MAt1MUM U.N.O. UNLESS NOTED OTHERWISE ON r"O'WH r1Ei.N. MECHAHICAI V.B. VAPOR BARRIER D.O. DITTO hFG, MANUFACTURER IERI. 1ERTICAL DR. DOOR BIN. MINIMUM Wr WIIH D.S. GO'sWNSPOUT M.O. MASONRY OPENING WD, MOOD OR WIDTH DN6r DRAWING MTG. MOUNTING WOW. 'WINDOW EA. EACH M(L. METAL W.H. WATER HEATER E.F. EACH FACE NOT IN CONTRACT W.P. WEATHER PROOF ELEC. ELECTRICAL No. NO• NUMBER WT. WEIGHT MOM. NOMINAL W.W.M. WELDED WIRE MESH N.T.S. NOT TO SCALE O.C. ON CENTER PRIME TENANTS NAME NAME -------------------- ADDRESS — ADDRESS CONTACT _ ---_ — __ CONTACT --_,—__ _—_—__-- PHONE PHONE _ ---- —---- —__------ NAME _ ADDRESS CONTACT --_ PHONE NAME _ ADDRESS CONTACT PHONE NAME ------ ------ ADDRESS ------_-- --_--- CONTACT ------------------------- PHONE------------------ NAME _ ADDRESS CONTACT PHONE MUNICIPALITY BLDG. INSP PLUMB. INSP. NAME NAME - - --------------------------- ADDRESS -------------- — - --- ADDRESS ---- ------------------------ CONTACT CONTACT -------- ------------ PHONE ------------------- PHONE -- ELEC. INSP. MECH. INSP. NAMENAME --- ----- ----------------- --- ---- AQ ADDRESS --_---- ---------------- ----- i1NT:_ ---- CONTACT --------------- oHORE---------- ---- ----------- ENGINEER D.O. T- NAMENAME ----- -- ------------------- ADDRESS ---------- ----- -------- ADDRESS ------------------ ------ COtITACi --- --- CONTACT ----- ------------------------- PHONE _ _------------------ -------- PHONE ----------------------------- I UTILITIES - ELECTRIC WATER OAIOA PoIyJ�R �(lJvN GO, NAME GIrY L/QLL — TAME FL IDDRES5 3d- �' �'�YRrL Avg - ADDRESS SANfORD . fL . 32.771 SLWi`DRb, FL �L77/ _ 6Rt Cf- STk-fgjEq— SbAJj CONTACT PQUL CONTACT PHONE (305) 322�3!(v! �xT24v PHONE (305� 322 -53WS1 _ ___ G SE WER F,4.oAuDA 119U6LIC UrIL. L0• NAME G/rr j4ALL -------- NAME g3C� Wf -ST 6rN ,5r ADDRESS 3t7D N. PQKK DZ'_— ADDRESS —------- dAm-50-__ fL;37-77/ R,D �LI�1FO1ZD, FL. 3Z77/ L1R7/ W41-1 E CONTACT _PAUL MOORS _--- CONTACT -- C605) 322- 5-133 PHONE (3o5) 32-Z-3161 fJcr2l}� — PHONE —_ PHONE CABLE NAME 00LITllef_ NAME _--_---- ----- Al. R0bM32-4 ADDRESS -- ADDRESS300 _ORAAlGf-, 0ALAu00, FL.. 3280/------ CONTACT PAuL S0fxAu1`5 CONTACT_ ------ PHONE (3o5 ) &,�/• ZO l/ PHONE ,SHIN,coR 1303 Fft�N DEPARTNj 0F7D Cy ►��N ANT F( pR�DA A C 3� Z CONTRACTORS GENERAL JOB SITE NAME -- _ SUPT.--�_---- ADDRESS _ ADDRESS CONTACT PHONE _ _--_ _ PHONE PLUMBING SITE MECH. NAME ^_ NAME ADDRESS _ _ — _____— ADDRESS CONTACT -- __ __ CONTACT -- PHONE _ _ PHONE _ ELECTRICAL MECHANICAL NAME NAME :�- ADDRESS - - ADDRESS CONTACT CONTACT PHONE _ PHONE - C1 SITE BOUNDARY SURVEY C2 OMITTED C3 SITE GRADING & DRAINAGE PLAN C3.1 SITE GRADING DETAILS C4 SITE PAVING & LAYOUT PLAN C4.1 SITE PAVING & LAYOUT DETAILS C5 SITE MECHANICAL PLAN C5.1 SITE MECHANICAL DETAILS C6 SITE ELECTRICAL PLAN C6.1 SITE ELECTRICAL DETAILS C7 SITE LANDSCAPE PLAN ARCHITECTURAL SERVICES GROUP, INC. 11831 K I NGSTON PIKE KNOXV I LLE , TN 37922 (615) 966-741 O CONSULTING ENGINEERS MECHANICAL - KELSO REGEIV 4 A5506. 5612 KINGSTON PIKE KNOXVILLE, TN. 37919 PH: (615) 5BB-5348 ELECTRICAL - GLEAN NORRIS 3650 CHERRY LOG ROAD KNOXVILLE, TN. 37921 PH: (615) 525-0587 JDATE- I - - -�, ;.;,11. .,� , " I � , , � '., . It . . , . I �,-',71' """'.1 , � . , , 1� t ."". , , -� , I I 1.4 , � ,-�, ., ; 1 " 11 . " iI ,,, ,,, .1 1. . -'!;�� '1� . , :4 - � . / . . , , .,- �, . �, I � � I I � 4 it ,. — a,�-', . "O . 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PIR, MARKER . 0 IP CATCH W11i EXIST. 0 . I L . L I DETAIL REFEI . . TDETAIL . NUMBER HEADWALL TYPE I A/C3.1 . HEADWALL TYPE II B/C3.1 1 C/C3.1 I CATCH BASIN F/C3-.1 ' WEIR DETAIL. _ � H/C3.1 I , SECTION OF STORM BASIN J/C3.1 - -..--- L — L . I -- I I ---I I . . . . .� I I I . I �.','� I I I , I 1, . . , L I ---.. I I . .1 . . . 1.m 1. , - I . 11 . . --.. � I . L I - , I I I I . . . . .1 I � I I I I I .1 1. . I I . I L . I I I - I . .1 I . L . . I I I . i 5" ' S DI G I P S 0 1.1 MATCH GRADE SLOPE W/ HEADWALL SLOPE 6'X6•X6•Tit. CONC. HEADWALL SLAB /• W/6X6 10/10 WWM ItEINF. /• SEE PLAN FOR / INV. EL. HERE SEE PLAN FOR PIPE, SIZE ,& MAT'L. -' SWALE OR RIP —RAP AS —. SHOWN ON PLAN BELOW OUTF•ALL TYPE I SECTION f SLOPED HEADWALL A N TS. C. i1 (NO. PIPES I.D. DX—S7 2'RONG PIPE W/ENDS CUTS �� 45 FOR 3/4"0 EXP. / BOLTS INTO CONC. i i AL SIM. TOTYPEEXCEPT / FOR PIPE GUARDS. ISOMETRIC 0 HEADWALL. TYPE IC � N.T. S, c�.� uLUFE GiiAi)h TO CONC. .SFIi,LniAY W/ SPliLAAY 6X6 10/10 W .W •,pi , AND 2 // 5 CO N T . do WA • ` _. �... �. ._.� • — —_COMPACTED SUBGRADE ¢ DI!�ECTLY UNDER CONC. SECTION Z CONC. SWALE lam. N.-r:8. C3.2 A TYPE I GRATE TYPE 2 GRATE _ r 5m TYPE 3 GRATE _ ! iE PLAN FOR \'fERIAL AT - H LADE PRECAST LONG. MANHOLE H{°a [� � lt� x� TI>�f F� 1FLOW PIPE �° OUTFLOW PIPE � W E I R DETAIL —'" 7 SHOWN ON AN -- z WEIRW3. 0 SIDE 1nolL =111= F p,/%, d EPLANL U 3 QED [i CCtEAMTSWtD'$r/)�Ep I I - SCHEDULE D INVERT EL. _� I /SEE PLAN OR SCHED. ag -I rrr:i•.: rrr 11�1-1�1= I N -) I ,� I— --IIII��III �I _ Tlil L. V EMT F„a Ilji� .__„_......_ _ 'NOV I{ i II Q y� �II I .. �r L � `aP � • • I T-III--I j�'� r` •s�jr_ i �1`� :.. SCHEMATIC SECTION IM DETENTION BASIN rJ SECTION Z CATCH BASINrF r �� . 0; , ' n � a N T. S. - �,C 3.1 N.T. S. � ;. I 'C3-1) F Rv` N T VIEW SECTION CLEARING COMPLY WITH LOCAL AND STATE ORDINANCES REGARDING DISPOSAL OF DEBRIS. DO NOT BURN DEBRIS ON SITE WITHOUT SPECIFIC APPROVAL OF SAME. CLEAR AND GRUB FOR NEW CONSTRUCTION AS REQUIRED. EXCAVATION PREPARATION VERIFY LOCATION OF EXISTING ON —SITE UTILITIES• PROTECT ALL EXISTING UTILITIES. MAINTAIN EXISTING SERVICES AS REQUIRED. ESTABLISH, MAINTAIN, AND VERIFY LINES, GRADE AND DIMENSIONS SHOWN ON THE DRAWING. REPORT ANY ERRORS OR INCONSISTENCIES TO THE ARCHITECT BEFORE COMMENCEMENT OF WORK. EXISTING TOPO ACCURACY EXIST CONTOURS SHOWN ARE INTENDED TO FORM A GENERAL DESCRIPTION OF SURFACE GROUND ELEVATIONS• TOPOGRAPHIC INFORMATION SHOWN HEREIN SHALL DE CONSIDERED TO HAVE THE FOLLOWING LIN ITS OF ACCURACYI 0.10 FEET AT BENCHMARKS 0.20 FEET AT SPOT GRADES 0.50 FEET AT CONTOUR LINES CONTRACTOR IS CAUTIONED THAT STRAIGHT LINE INTERPOLATION BETWEEN CONTOURS MAY NOT EXACTLY REFLECT EXISTING CONDITIONS. AREAS OF RELATIVELY QUICK CHANGES IN CONTOURS SHOULD NOT BE ALLOWED TO UNDULY INFLUENCE INTERPRETATION OF CONTOURS. STRIPPING AND PROOFING STRIP TOP SOIL TO DEPTH SHOWN IN EXCAVATION AND GRADING NOTES IN ALL AREAS TO RECEIVE NEW STRUCTURAL FILL OR OTHER NEW CONSTRUCTION. PROOF ROLL ENTIRE AREA WITH A FULLY LOADED PAN IN PRESENCE OF SOILS TESTING AGENT BEFORE COMMENCING ANY CONSTRUCTION ACTIVITY. ALL AREAS TO BE COMPACTED SHALL RECEIVE 8 PASSES WITH COMPACTION ROLLER. STRUCTURAL FILL STRUCTURAL FILL SHALL BE COMPACTED AS SPECIFIED IN EXCAVATION AND GRADING NOTES AT OPTIMUM MOISTURE CONTENT. ANY OFF SITE BORROW AREAS SHALL BE APPROVED BY THE ARCHITECT. PLACE FILL AND BACKFILL IN LAYERS AS SPECIFIED 1N EXCAVATION AND GRADING NOTE). USE NO DELETERIOUS MATERIAL, ORGANIC, OR ROCK LARGER THAN 6'. IN —SITU SOILS MAY REQUIRE ADDITIONAL WATER TO GAIN OPTIMN MOISTURE CONTENT FOR COMPACTION. GRADING TOLERANCE GRADING CONTRACTOR SHALL BRING SUBGRADE TO WITHIN 1/10 OF 1 FOOT OF REQUIRED ELEVATION TO OBTAIN FINISHED GRADE INDICATED ON DRAWINGS. FINAL SUBGRADE SHALL BE INSPECTED BY PAVING CONTRACTOR FOR REQUIRED ELEVATION AND�ADEQUATE COMPACTION BEFORE COMMENCING ANY PAVING ACTIVITY. TESTING CONTRACTOR SHALL INCLUDE PRICE OF ALL REQUIRED TESTING AS BET FORTH HEREIN TO BE PREFORMED BY A TESTING AGENT SUITABLE TO THE ARCHITECT. ORIGINAL COPIES•OF ALL TESTS SHALL BE FORWARDED DIRECTLY TO ARCHITECT FROM TESTING AGENT. SUBSURFACE INVESTIGATION COPIES OF SUBSURFACE INVESTIGATION MAY BE OBTAINED FROM THE CONTRACTOR SUCH INFORMATION IB PROVIDED ONLY FOR THE BIDDERS CONVENIENCE. NO WARRANTEEB ARE MADE OR IMPLIED CONCERNING ACCURACY OR EXTENT OF SUBSURFACE ROCK OR OTHER CONCEALED CONDITIONS. ANY ADDITIONAL INFORMATION REQUIRED FOR PROPER ESTIMATING SHALL BE OBTAINED BY THE EXCAVATION SUBCONTRACTOR. NO GUARANTEES ARE GIVEN OR IMPLIED AS TO SUITABILITY OF EXISTING SUBSURFACE MATERIAL FOR REUSE AS STRUCTURAL' FILL. WATER CONTROL THE CONTRACTOR SHALL FURNISH ALL LABOR, MATERIALS AND EQUIPMENT NECESSARY TO KEEP THE WORK FREE OF WATER EITHER FROM SURFACE SOURCES OR FROM UNDERGROUND SOURCES OR BOTH..SELECTION OF EQUIPMENT AND METHODS SHALL BE THE SOLE 'RESPONSIBILITY 'OF THE CONTRACTOR. THE CONTRACTOR SHALL BE AND IS RESPONSIBLE FOR ALL DAMAGE INCURRED -IN HANDLING WATER CONDITIONS• TN I FL 1 N SITE GRADING DRAINAGE DETA I L.S DATE: sHT. C 3.1 0 a • o I �' z �F .3o 2 E 5� co114 of 5a SE • r� CIP I 2° I` ci' r WAL -MART PAVIN�x RR-82-GL 81,911 SF f n o //o' sac. �y0CJO 0 SEE WAL.- c-%AKT' � L Q v1 M • o 00 00 ® / NI N N a 0 k y 1` V e 0u r 7- 'A. co c- S 0UTLOT NOTE OUTLOT NOTE MAXIMUM BUILDING SQUARE FOOTAGE SIZE SHALL. MAXIMUM BU4LDING SQUARE FOOTAGE SIZE SHALL BE G50o 5G2. FEET. E 4� bQ_ FEET, EIS! 1`1 UILDIN6 HEIGHT SHALL BE ONE STORY. UILDIN6 RE16HT SHALL BE ONE STORY. m 5'T•su� u z� SrkSu Lo � ��'`, u. s. NwY /7 � 92 3$� FUTURE BLDG 35,000 SF STANDARD NOTATIONS FOR SITE PLANS CONSULT ARCHITECT FOR ALL DIMENSIONS AND OTHER ITEMS LABELLED "VERIFY" OR "FIELD VERIFY" PRIOR TO INSTALLATION OF THAT WORK OR ANY RELATED WORK. SITE BOUNDARY, TOPOGRAPHY, EXISTING UTILITY, AND OTHER EXISTING FEATURES ARE TAKEN FROM THE INIPREPARED BY SURVEYOR. SURVEY INFORMINFORMATION HAS BEEN DEVELOPMENT ANALYSIS FURNISHED BY A SOURCE OTHER THAN THE ARCHITECT HEREIN. THE ARCHITECT ASSUMES WAL-MART 81,911 S . F . NO RESPONSIBILITY FOR THE CORRECTNESS OF DEPARTMENT STORE 44,000 S _ F. THIS MATERIAL. SURVEYOR OF RECORD IS; FOOD MARKET 39,795 S . Fcn . (pl DRUG STORE* 10,356 S. F - 3277) LOCAL SHOPS 75,000 S.F. ' TOTAL 251,062 S. F. BUILDING DIMENSIONS SHOWN ON SITE PLAN ARE NOMINAL DIMENSIONS ONLY INTENDED FOR USE IN DETERMINING APPROXIMATE SQUARE —. TOTAL PARKING @ 5 - 0 / 1 , 000 S.F. FOOTAGES. SEE FOUNDATION PLAN FOR ACTUAL - 1251 SPACES 1567 SPACES SHOWN DIMENSIONS OF CONSTRUCTION. C WAL-MwF FdK 5.1'iP(loGb�F 418 ✓Yn�1r5 SNaWH PHASING OF CONSTRUCTION CLEAR INGRESS AND EGRESS TO ALL EXISTING ®EVEL®PMENT ANALYSIS FACILITIES SHALL BE MAINTAINED THROUGHOUT THE COURSE OF CONSTRUCTION IN A MANNER ACCEPTIBLE .TO THE OWNER OF THIS PROJECT NON -STORAGE SQUARE FOOTAGE AND OTHER AFFECTED ADJACENT PROPERTIES. 69625 COMPLY WITH ORDINANCES AND CODES OF WAL—MART GOVERNING MUNICIPALITIES. DEPT. STORE 35200 FOOD MKT. 28000 DRUG STORE 8925 LOCAL SHOPS 60000 TOTAL 201750 s.f. 164825 s.f. @ 5sp./1000 s.f.= 825 sp. 36925 s.f. @ losp./1000 s.f.= 370 Sp. TOTAL REQD. SPACES 1195 sp. o. 0. r PAVIN sP C11c1C,4rioN T9ICKNE,S5 7�lPE GB/q fR/CrION ��„ C06K• � /0, Sf/ELL 70 JrAQ/L/ZED /2" �o .SUBF ZQG�E NorLr • SSE Nor& MW P,A11N6 s�ciF/G9r10A luc PAVING SPECIFICATION: II HEAVY DUTY PAVING - ) 2 STABILIZATION BASE S ►1 501 L- cI�mef z ' ASPHALT BINDER ASPHALT SURFACE (TYPE S-3) • PRIME COAT 0.25 GAL/SQ.YD. L16HT DUTY PAVING - __J Zf1 STABILIZATION BASE ASPHALT BINDER I ASPHALT SURFACE (TYPE S-3) PRIME COAT 0.25 GAL/SQ.YD. CONCRETE PAVING - Co�j PORTLAND CEMENT CONCRETE 3500 PSI STRENGTH EXP.JTS.1 60' O.C. CONSTA TS.l15'O.C. 4n �-01LG r G NOTE: 1. MATERIAL AND INSTALLATION SHALL BE IN ACCORDANCE WITH THE LATEST IDITION OF TH"ECIFICATION OF THE FLORIDA DEPARTMENT OF TRANSPORTATION 'STANDARD SPECIFICATION FOR ROAD AND BRIDGE CONSTRUCTION.' 2. THE FOLLOWING SECTIONS WILL APPLY; A. STABILIZATION OF SUBGRADE SHALL BE IN ACCORDANCE WITH SECTION 160 OF FLORIDA D.O.T. SPECIFICATION, TYPE 'B' REQUIRING A LIMEROCK BEARING VALUE OF 40, B. LIMEROCK, SHELL, DR SOIL -CEMENT BASE COURSE CONSTRUCTION SHALL K IN ACCORDANCE WITH SECTIONS 200, 250, AND 270 OF FLORIDA D.O.T. SPECIFICATIONS, RESPECTIVELY. C. PRIME AND TACT COAT FOR BASE COURSES SHALL K IN ACCORDANCE WITH SECTION 300 OF FLORIDA D.O.T. SPECIFICATIONS. D. ASPHALTIC CONCRETE WEARING SURFACE CONSTRUCTION SHALL BE IN ACCORDANCE WITH FLORIDA D.O.T. SECTIONS 320, 330, AND 331 FOR TYPE 8-3 PLANT RUN ASPHALTIC CONCRETE. 3. CONTRACTOR SHALL PROVIDE FOR TESTING OF ASPHALT INSTALLATION FOR COMPLIANCE WITH DESI6N CRITERIA AND REQUIRED THICKNESS AND SHALL REPLACE ALL NON-CONFORMIN6 MATERIALS AT HIS OWN EXPENSE. SITE PAVING/L`DUT LEGEND PROPERTY L.IM Pl, EXTRUDED CURT) EC P AVItiC"' LL.GF'T GUTTER CURB GC DUTY PAVING HEAVY CURB CUT CC DUTY DUMPSTER PAD ❑ DP DETAIL, IREFENCE LEGEND REFERENCED ITEM DETAIL NUMBER FORMED CURB G/C4.1 EXTRUDED CURB F/C4.1 CONC. CURB/GUTTER H/C4.1 CURB CUT T /C4.1 SIDEWALK EDGE J/C4.1 SIDEWALK C.J. K /C4.1 SIDEWALK E.J. Q ./C4.1 HANDICAP RAMP D/C4.1 DUMPSTER PAD E ./C4.1 BOLLARDS @ FIRE HYD. B/C4.1 BOLLARD C/C4.1 FIRE LANE STRIPE L/C4.1 PARKING STRIPE U,V,Y,7/C4.1 PAINT"STOP" SIGN P /C4.1 PAINT 'ARROW H /C4.1 PAINT "11'CAP" SYMBOL M/C4.1 GRADE "H'CAP" SIGN 5 /C4.1 OTHER GRADE SIGNS _ R/C4 .1 �- SITE PAV I NG Ei LAYOUT PLAN ME F . A 1 /N 6 2 r r -�Ok►� u j EXTRUDED CONC. ---- - _ _ GRADE CURB ASPHALTIC TOPPING APPROVED BASE ' APPROVED SUBGRADE NOTE: PROVIDE EXPANSION JOfNTS IN CURBING A`1' 20' U.C. EDGE 01: WALK — 1'-4" HIGH. LETTERS 4".WIflE PTD. STRIPES LOCATE CLEAR OF. ALL RAMPS 'TYPICAL Lu FIRE LANE - NO WKING PAVING 73' + O.C. ow' �— �3 --- —} %� �r 9 1'-6" 3' 1` S+@ 3' PLAN M FIRE LANE STRIPE r L N.T. S. �C4 Ism Lu IMILAR TO ETAIL 5 t4j ELEV. Ry TRAFFIC SIGNzk N.T S. A. SIGN MODEL NUMBERS AkE AS MFG. BY BEST GRAPHICS EAST WOBURN. MASS., OR APPROVED EQUAL. 5. WHERE SIGN DESIGNATION IS SHOWN ON SITE PLANT IS FOLLOWED WITH A "P", PROVIDE SIGN MOUNTED ON STEEL• Q POLE,W/ TOP OP SIGN 8'-0" ABOVE GRADE. SET POLE IN 12 1 DIA. CONC. Z'IdDEEP. C. SIGN SIZES TO BE 18"X 21' U.N.O. p, SIGNS TO BE ENAMEL PAINTED ON 16 GA. ZINC COATED STEEL. 3 BOLLARDS PER 3'-0" 1 3'-0" HYDRANT CLEAR ALL — UNDERGROUND i UTILITIES• SEE- --•O Q — NOTE; BOLLARDS BOLLARD DETAIL MAY BE OMITTED WHEN 0 TRAFFIC IS FIRE HYDRANT. SEPERATED FROM SEE SITE MECH. HYDRANT BY PLAN FOR LOCATION `� IF SHOWN CURB N SITE PLAN. PLAN FITS. �w 6" 2#2 8 2#3 @ E 1 12'-0" CONC. CURBS ONLY 3/4" + HOLE 6n-Om LONG PRECAST 3000 P. S. I • CONC. CURB W/4x4x4/4 M D•, 4:: FINISH GRADE ----- 18" LONG x 1/2" M I LO ---- I `^ STL• PIN W/2@QTR•POINTS, 11 z: SINK INTO PAVEMENT II APPROX. 12" NOTE: USE 6' LONG CURBS U __ U.N.O. WHERE PRECAST CURBS ARE CALLED FOR. C`i PRE -CAST CUR® G KTS. �C4.1 6" CL PARKING SPACE PLAN lD H ICAP SYMBOL (V� N.TS. C4. I ENAMEL PAINTED PER STATE CODE ON 16 GA. ZINK COATED STEEL 1 1/2" 9 STL.\ PIPE GALV. CONC. BASE 0 FINISHED GRADE ■ • o I ' p'• N ELEV. d4 TRAFFIC SIGN N.TS. �4. NOTE': EXPOSED POWPION OF STL. PIPE TO BE PAINTI!,D W/ ALTERNA'TING 6" WIDE BANDS OF YELLOW AND BLACK PAINT AT 45' TO HORIZONTAL. UNDED CONC. LLARD NC. FILLED SCHEDULE STEEL PIPE 6MFER EDGE NISIi GRADE 10. BASE SECTIMI 0 g• R N FIN. GRADE. SHE SITE PLAN 6" CONC. COMBINED --�_y CURB & GUTTER ASPHALT PAVING -(1 N 0 0 n ASPHALT 121 THICKNESS VARIES W/ PAVING tAPIYROVED SUBGRADE 11 1/2" DESIGN 18" APPROV$D BASE NOTE.: PROVIDE. EXPANSION .JOINTS IN CURBING @ 20'-0" O.C. SECTION #M 'CONC. CURB/GUTTER H N.T.S. C4. O PAINTED 8" WIDE ARROWS tn AT CENTER LIN OF TRAFFIC LANE 0 2'-6" SHOW OPP. HAND FOR LEFT TURN PLAN 4) PAINTED ARROWS rN_ RTS. C4.I a �`;t W' 4'W°' CURB /IiL4tTEATCURB SwHT fALE I 1 a EDGE G co W l�0 5F: 9rP BAP PAVING E�� SLOPE. INTU BASLN PLAN 9 CURB CUT'. ItTS. C 4.1 IFOR EXPANSION & CONTROL J INTS EE FLOOR PLAN I jCANOPY COL. / CONCRETE C.L. �O a - �lo BLEND W PAYING / 2'-0' Li 6" PLAN 10 HI CAP RAMP D N.T S,. C4 SAINT WALK EDGE LIMIT PAINT @ JT. TRAFFIC YELLOW 201 601I ----- CONTROL JOINT CONT. /-CONC. SIDEWALK WIRE MESH REINF. --1 -- -- �-- ASPHALTIC TOPPING APPROVED BASE ` �---1 #5 REINF. CONT. -• „� -APPROVED SUBGRADE SECTION SIDEWALK EDGE � N.T.S. C�i: C.L. OF DIVIDING 2"-1 2" 8' LINE OF TRAFFIC N "' "'k p STU''I N PAINTED STRIPE AND LETTERS 4" PLAN OM PAINTED" STOP" SIGN P N.T.S. C4. I PLAN Ob PARKING STRIPE U 11T.S. C4.I d" TR/�FFIC YELLOW STRIPES (15 MIL.. , Ml►.IIMUM 7HICKNE�S)G FAGb OF CUR$ OR wP9;W&L.K_• 4" YELLOW F41w7 RETURN PLAN d) PARKING STRIPE Y Kr.s. U4. TURN ON. 3 SIDES 12" DEEP CONC. DUMPSTER PAD 9'xl2' NOW• SEE SITE PLAN PER LOCATIONS :O ALLOW AI LEAST - 2 PADS U.N.O. ON SITE PLAN I • I ' I 1 6„ I ALTERNATE- —_- LOCATION EACH I' SIDE OF PAD NOTE: TAKE o CARE NOT TO DISTURB ;_.I. UNDERGROUND UTILITIES W/BOLLARDS SEE SITE PLAN FOR BLDG. —� LOCATION 0 O 2,_0„ 1 5,_0„ 1 21_011co T- N 2 BOL�ARDS PER DUMP PAD L CATE AS SHOWN OR USE ALTERNATE PLAN 9b 11UMPSTER PAD LOCATION NOT ADJACENT WHEN PAD IS TO BLDG • N.T S. C4. I 01 ff 1/8" CONTROL JOINT @ o SIDEWALKS AS SHOWN ON PLANS FILL W/MASTIC SECTION 90 SIDEWALK CONTROL JT. ( F` N.T.S. EXP. JT. 20' 0,;;• 0:1 AS SHOWN OPV PdO VIDE MIN. OF SET STil P �" Dp c-P 3 METAL STAKES y2� AT EACH SIDE OF JT 7 I i X 31 REDWOOD ST,ZI F FULL SIDEWALK WIDTH i II WIc1E MESH riEINF . TERMINATES o JT. SECTION na SIDEWALK EXP. JT. Q N.T.S.. z -3 0 0 � � N N to I v- Q' , PLAN IM PARKING STRIPE V KT.s. C4.1 �• 0" CD'-7" TYP, SP/aGl►JG I�It' f 'G, • o'• i 914 t \� I / a"TRAFFIC FACE OF GUGtiEI "+ ELLOW OR 51DEWAALYC (pQ� lSTGLID�$ L� 4" YELLOW P4,11Q-Y RGITUGC►J PLAN fb PARKING STRIPE Z r�r.s. C4.1 y FIRE HYDRANT FLOW READINGS FLOW: GPM a RESIDUAL PRESSURE: PSI STATIC PRESSURE: PSI PITOT PRESSURE: PSI READINGS TAKEN BY: DATE: REVISION LOCATION OF READING: lNv 42 03 NtN MHO /;5 , ��• �� MN-5 MN U S SITE MECHANICAL MATERIAL SCHEDULE S S 4 N LINE MIN MATERIAL GRA➢E ON SITE QFF SITE TYPE TYPE --- MARK -BED B'FILL BED @ FILL COVER -- SEWER PVC - sb---- -- Y0 "&9 _ I1J v, 45• o al t1� Y. 0, q -- - � WATER LL}°P�c� r��•n�u �� d �� s�[� ___-n FIRE �y�--- Q--- sow sw_ &KQ syw GAS -� ~ J -- -- - -- -- -- WAL—MART J BYR0�1S EARTH BACKFILL SHALL BE OF SIMILAR MATERIAL AND COMPACTION fO RR-82—GL DEPT STORE STRUCTURAL EARTH FILL (SEE EXCAVATION NOTES) A �- ^ �J00o SF' v 77 STONE BACKFILL SHALL BE 3/4' TO 1-1/2" DIAMETER COMPACTED 10 93Y. 81,911 Sr .4 S MODIFIED PROCTOR co--5 lD° PIPE BEDDING SHALLIIATCH PIPE BACKFILL UNLESS NOTED AS SAND BED G.o. SUCH SAND SHALL BE CLEAN AND WITHOUT DELETERIOUS MATERIAL REFER TO TRENCH DETAIL ON DRAWINGS FOR LIMITS OF BED AND BACKFILL G G� .S' TESTING OF TRENCH BACKFILL COMPACTION SHALL NOT BE REUU I RED' UNDER b LOCAL �,� s BASE BID ALLOWANCES Fr 6�i4�� I AN "OFF SITE" LINE I5 A LINE IN ARIGHT-OF-WAY OR OTHER LOCATION .�- \� `tOc AND NOT SPECIFICALLY WITHIN PROJECT PROPERTY LINES AN 3ON SITE LINE 15 A LINE WITHIN1PROJECT PROPERTY LINES AND NOT \ 'Z WITHIN A UTILITY EASEMENT OR RIGTTj OFAAY. FOR LINES FROM 5' OF p p� L)6 �Q� • • • ' . . „ ' ' ' ' . ' • ' O®� �@j�g PROPOSED BUILDINGS AND INSIDE REFER TO BUILDING PLANS AND SPECS. L vE P N o 6 VA 9 �� '� AUIHORI ANY lE [HAT IS OECONSTRUCTED TY'SHALLSBEOFMATERIALSNA ADINSTALLATION ND DASYDIRECTEDTBY 14 P� u FO CE MR►�� GA "O THAI AUTHORITY A c M -10 4M P�-UG vA L ✓ zA) v. 37• j U T I I WATER _- --- - -- - - NAME CITY HALL ADDRESS 30o Ai. PARK D� S,aNPoRD, r-/--• 3Z77/lift � a) Co. •.' CONTACT PA U L. M D()KE' Go Exr zoo 66 PHONE N C�� U' UT I L.. %SEWER • •. e 6M NAME G I rY �iA L. 1-- 1 ADDRESS 3 o o N PARK t�K- 1 �— 3,4RlF?P D , F/-• 32-771 C7 J r) CONTACT PAUL MUUKE- C.O. CD PHONE 4JI Tlkf • TYP � �c �T7-U l� a NAME FLoRIr,� Pcl,BLlc uTit-lrY CO. 6M p (gCUC'I �� ! • (� ADDRESS Ili 57 • �9 SAIJFoRo, FL . 3Z71/ ART MANuf- MN- 2 th11�� QII G O 1 CONTA CT PHONE (6O5) 3?Z - 5733 Cr) SITE MECHANICALLEGEND Cep Q � �tl SEWC'K a SPRIP�ER RISER a SR 1 WATER — W • �', r ONF_ TYP G-- i 6gco 6 C MA C QMH WATER D{IST, —WE— co. �nl ✓. 7.33 MAf H"—E EXIST OMf (E SEWER — S r I VALVE SEWER EXIST.—•SE—'- W LL E x�� VALVE EXIST. —my GAS —'G— 1 I e _j<t[n � �� GAS METER ❑ GM WiGAS EXIST. —GE — MH FUTURE BLDG ME I 39.7.3 t= 1�� . GAS TER S ®� � �, 0 ®o S E 0 GME FIRE PROTECTION —F — I EXIST. o FIRE PROTECTION WATER METER ❑ WM EXIST. —FE~ �-,`�.• WATER METER WME FIRE HYDRANT FH 111 EXIST. )e Ez FIRE s CEEANDUT 0 Go EXISTHYDRANT '�- j FHE (n z S a c� o N _j C) MN- r9 - - -� v � DETAIL REFERENCE LEGEND _j �� REFERENCED ITEM DETAIL cF- - Q S NUMBER co . v THRUST BLOCK G/C5.1gill ' FIRE HYDRANT H/C5.1 � i �r e g •�""—"'—""' S w .¢- SEWER CLEANOUT J/C5 . 1 METER • MN- H- 1(o f2,45' Ny 43 77 1)J' 44• �9 DROPRMANHOLEGRADE BOX L/C5 . 1 /ail/• 40'6-3 INv, 4/,53 ♦ MANHOLE M/C5.1 LINE STUB N/C5.1 � �,+ HOUSE .SEWER TO MAIN P/C5.1 k tYUPIPE TRENCH Q/C5.1 SITE +. MECHAN ICAO, •PLAN e Neu/ Aw1poCo sys"ZM G VALVc Ex FMer; nAo) Iq" /�p�Gl M�}/n1 14PLUG VA V6 AAW �t a6 PROJECT -0 � ' oN rE cr C - XIsi/Al� 4u'ASIA Mr ctl DATE: I1-z1-64 ®® s U.s. Hwy l7 g2ja fir uc �1'i'.A >® A E.2 /M LEwtD+J E Lo r • ,� REVISIONS F F to • e DO ♦ 00 SP2WiC�E(L .' . WA RIS t_9 2? 3 o0 Aw WAL-MART r 15r J BYRONS RR-82-GL DEPT STORE 81,911 'SF �yzu 144,000 SF W wM a NMMR r`(PVA. MOCVUe sK U LOCAL6400 F vOoo ,:: • �,\ —jc:) NC66 00f C) WATpER ffimK uj 00 T-y fA r yYIK • ; _ u IL } s/' War ET - EA /u�t7U(,E M ® �- 1007AF ILI W LL I Xa 0 <tnpq I I I • 813 a N n I 0cr� - FUTURE BLDG 35,000 SF uj ( YC _o (nac�D Q - U. © to <f C)© x _ _ r =r •C iDr Jr F JO a snpub, TYt'ica.. , SI i E PLAN O N CONNECT rc, ,Xj.5"AL WAr,cR MAIN "r_ xlsr/N6 >fE F►1. E FEE ,ei sri/✓G WA M*41N , 15" x 18" SQ. 10" NEENAH #R.4055.10 COVER SETT' IN BELL PIPE END AT LOCATIONS SHOWN TB-1 OR TB-2 NOTE: BEARING 7PUMPING CONNECTION �:r, o SURFACE AREA :C @ AS REQ'D. BY FIRE DEPT.CONCRETE, CAST "L"x"H" i �' ?o ; TOP FLUSH W/ t) + :V e . 4 GRADE HOSEVALVE IF REQ' D. 2CONN.BAY LOCAL FIRE D' SERVICE WEIGHT DEPARTMENT \\ \ / �CAST IRONSEWER PPIPE BELL SECTION G" LONG _-_ GRADE _ LINE SIZE CLEANOUT \ ' l W/PLUG 7 CU. FT. OF GRAVEL FOR HYDRANT WASTE VALVE BOX SEE SITE PLAN DUCTILE t r L - _ KENNEDY-P,G.121 24" FOR SIZE AND FIRE LINE FITTING i ,� CONC.1'HRUST BLOCK LOCATION o ti y BETWEEN HYDRANT SHOE TIE RODS MIN. WRAP FITTING W/2 j. Cp AND 'TRENCH WALL a. #5 REBARS EMBEDDED ,� DO NOT COVER FLANGE INTO THE CONC. a W/CONC. �\ 6" MIN. 45 4 CU. FT. OF 3" STONE /\ 6" GATE VALVE FOR SETTING BASE '\ AT PROP. LINE OR AS SHOWN KENNEDY FIG.71X SECTION M THRUST BLOCK G SECTION M FIRE HYDRANT H SECTION Ob SEWER LINE CLEANOUT J N.T.S. C5.1 NITS.- _.�� CS.I N. T. S. IFf�9G CS.I MANHOLE COVER MANHOLE COVER GRADE NEENAH #R-1723 GRADE NEENAH #R-1723 7 \FRAME & COVER 7 FRAME & COVER --IRON PIN MARKER ADD COURSES OF W/SH'T. MTL. FLAG BRICK BRING ADD COURSES OF PAINTED SAFETY ORANGE - _ BRICK TO BRING MANHOLE COVER MANHOLE COVER TO GRADE TO GRADE NAME TAG 2'- " FIN. GRADE ( ( 00 GRADE DIA. ' r DIA• f�--_—_—_ SLEEVE PIPE +2" FOR 1" CLEAR ALL AROUND PIPE �� NFLOF'INVERT FILL W/ SEALANT PIPE SHALL PASS C.I. MANHOLE STEPS C.1. MANHOLE STEPS ABOVE FTG.• \\` FLOW @12" O.C. NEENAH @12" O.C. NEENAH !p -"/1 #P-1980-5 �/ i I #P-1980-5 r+ --- DO NUT PENETRATE \ I SEWER PIPE 4'-0" DIA. i -5" _ 4'-0" DIA. -5" / W/MA/\ \ j / SEWER LINE HOUSE LINE MAIN SEWER RKLI \ SEE SITE PLAN LINE 450 BEND FOR SIZE & �j MANHOLE INVERT MANHOLE INVERT INVERTS z PER PLAN z PER PLAN _ FTG. PER FOUND. H H � `. E INVERT PLAN Q STUB LINE AS SHOWN ON - o CONCRETE FILL - a - - - R_� — CONCRETE FILL SITE PLAN —GONG. BASE co d ?.` - - CONC. BASE _ 6'-0" SQ. +1 _1 6'-0" SQ. T - ELEV (M STUB N SECTION 0 HOUSE SEWER CONK. TAD MAIN rP SECTION Z DROP MANHOLE rL SECTION MANHOLE M. N.T.S. N.T.S. C5.1 N.T S. IFS. -10 m C'�.) N.T.S. -ALA LXhf lNl :10L t-)' fAA 41 PgSr1 "it(Xi➢ - - - Co"TW . !"I.LL h(SL.A Ifl. G(.sRMr( To vj*AEE --- 1rA"A ESs STEEL, VIAL( a,fl`ACL G.SIAAVI(,[i ° 2 [(Aiz lL!/-0-lflLA1T PVtt. V AL., LLL ° A RIO LUC. -AVD.OLC KAhA1 'ALLKER WITO" w 1EA-- "_-C"LAGULC/ LtTA " PEC(PTKLE (JK WO PILE ILArKG L( LW"T.AY AA/'UrM µfAo of UMTAEL A4CL Jl.WFGm KAE3 It/ rUAELE lot VA cxm%L) _- - _- GAS 1"F XALS \ iAplfl.pq PK'rihtLA - (DI 1tAr NIH 11 iVG iU1LEA 011/I.Vi[ dal CLAM 1'.a .�C Cc"c 4A. Llf CAST ClA+C3R i( J Z WILAgA LA SE( "VrE 'f ` zIAl.PAflO lL,I ED ME ", 0.A.0 TEAM!- EL£(Y 4 ]/f ATLA LPeE EM I- '�/!/ ; -PI IA •,ALV( - h J LXAA LUAL QATWt / I Z CASLEs TO K ih c-& A I (Q T P—I P(MIL)k LIFrWG CIWhi- - '. CAM E. to K w RJM l E 1 I I I �.1I- ou[ TILE I" w•c - • \ cuQAT ,...TI • PO"U J( Wit. I�I-I (• • 1!'.Lll (M Ji - GtL I E /}L TI (yl (•p1 .cH AO srm LLss --lL:XF ORAIh-- Sr[4 I ' FL Fir UCKAD LEA( -.. - rrr,�fl "ITN fi . c • fl" •`Z- 11 OAAY - , EaCrATAQLs OR - ` I Itll �J ✓L I /f No n' l E/ f S..i El.a Maur Nw✓! -- - - V"L i L A - AGun-E .I A -I -_ELEV .c /O.DO (/Iwr -c� G7 /YG1L ar Fw-�•�r) __ LIL�.I— I I �Ac IwP fi ELEv M _7 1 (Go %.DU Wr" i,-ts vr E4'i u I O.SO t / IL',0 AL•CflhAfE i•---. I � - O LAG h:LK�Kt N ELEV 47Gfo I I Gxo�r ' - Ii• Y'OC L"� WLrEL� - ' s,v 10.1 4'KW.M KLIS I . L ME.TEEQ ! ALTO 6191 SECTION Ir-e'vBM -I1. C5 I-irT 5TAT10[,A CORNER 104OSf (TYP)=o"GATE V C.A., l Yp"LjlRE ,-n3R1- ;J�gAR9ED 7'oO \.y l o"ru 1':I" I.D. 1.�2.-6"x6'-0" TOP RAIL NMA 3 CONTROL GATE W/.l':," i PANEL W/MOUNTING I.D. GAT: STAND AND ALARM FRAME: CHAIN LINK I,ICII'L' FF:NCT: HANDLE 9 GAUGE — GRAVEL LIFT CHAIN 2" I DIA- I 2" GNPE VALVE: -� • -- ___I C __.______ EX'1'I:NS.ION — r I SERVICE RAIL. I SYSTEM L I 1 I CUNC;. SUMP I ' I IYDRAUL:ICALLY ALARM LEVEL SEALED DIS- CHARGED FLANGE IUf2FJ ON L L - DISC. ,IWO PUMPS ' - — GATE VALVE 'IURN ON CNLLI I —CHECK VALVE ONE PUMP- �j - — SEWAGE. PUMP 'TURN Of - LEVEL SLOPE HOPPER - -- Ul'IOM W/ SEALsC CONC. F'LOA'I' SWI'PCH 1 SECTION iweM-IL @ I_I f T STAT 1 O I, -A /--• BLDG. WALL WATER METER VALVE & BOX BY C.C. UNLESS r FURNISHED BY UTIL. CO. SET TOP FLUSH W/ WTR. METER FINISH GRADE -AS REQ'D. BY U'TIL. COMPANY as O H ua w N q +� O FIN. GRADE -- - a 9 E+ H z aaa wwa`� maw W11 V u] '; DOMESTIC N WA'1'EIt RUNOUT f - i DOMESTICr\\\--\ PIPE TO PASS WATER LATERAL ABUVE P'TG. CUT UFE' F'TG. PER FOUND, VALVE IN LINE, SIZE TO MATCH PLAN LINE, BY G.C. UNLESS FURN. BY UTILITY CO. ELEV. M WATER METER GRADE BOX K N.T.S. I�A�h M C5. FINISH GRPDE ELEV. AS SHOWN ON SITE PI,.AN L-, BARE #6 COPPER CONDUCTOR BURRIED a -FOP OF TRENCH FOR SPOTTING BY SUBGRADE ELEV. UF-FECTOR , 0 0 EXIST• EARTH V) i z COMPACTED I— BACKF I I_L uj TIGHTLY COMPACTED —41 CLEAN BEDDING NON-METALIC PIPING OR CONDUIT 1u<c AS APPLICABLE or a Q s TRENCH WIDTH AS REO'D SECTION PIPE TRENCH UT S. ->C 5f l 2' I.D. CORNER POST (TYP) �Z'-6" x 6'-0* GATE 9 GA., 1 1/2" WIRE FABRIC W/BARBED TOP\ * CONTROL PANEL \� /--1 1/2" I.D. LINE POST AT 10'-0" O.C. MAX i - 1L'-vI PLAN 1600a M -uf @LIFT STATION GENERAL SITE MECHAN I CAL IqO-TES OBTAIN ALL NECESSARY PERMITS AND PAY ALL REQUIRED INSTALLATION AND SERVICE TAP FEES, ACCESS FEES, AND IMPACT FEES. REFER TO EXIST SITE TOPO AND UTILITY SURVEY FOR INFORMATION OF EXISTING UTILITIES. DIMENSIONS SHOWN ARE APPROXIMATE AND MUST BE FIELD VERIFIED AND COORDINATED WITH OTHER TRADES. EXTRAS WILL NOT BE ALLOWED DUE TD LACK OF COORDINATION. ALL SITE MECHANICAL LINES MUST BE TESTED AND APPROVED BY LOCAL INSPECTORS OR UTILITY AUTHORITIES AS APPLICAPABLE PRIOR TO COVERING OF SUCH LINES, COPIES OF UTILITY APPROVAL MUST BE SUBMITTED TO ARCHITECT BEFORE PAYMENT FOR WORK CAN BE AUTHORIZED. SANITARY SEWER ALL SEWER LINES SHALL BE INSPECTED BY LOCAL MUNICIPAL AUTHORITIES HAVING JURISDICTION OVER THE PROJECT AND BY THE ARCHITECT BEFORE COVERING OF ANY WORK WILL BE 'ALLOWED. SEWER SHALL HAVE MIN 1/8' PER FOOT SLOPE UNLESS SPECIFICALLY NOTED OTHERWISE ON DRAWINGS. REFER TO DRAWINGS FOR DETAIL FOR GRADE LEVEL EXTERIOR SEWER CLEANOUTS.REFER TO HOUSE CONNECTION DETAIL FOR CONNECTIONS OF SEWER MAINS WI1H HOUSE LATERALS, PROVIDE TOP ELEVATION OF MANHOLES AS READ. SEE GRADING FLAN FOR fIN ELEV. FIRE — SPRINKLER ALL SPRINKLER MATERIALS AND INSTALLATIONS SHALL COMPLY WITH NATIONAL FIRE PROTECTION ASSOC. VOLUMES 13 AND 24. SEE DRAWINGS FOR RISERS AND HYDRANTS SYSTEM SHALL ALSO COMPLY WITH APPLICABLE PUBLISHED STANDARDS OF FACTORY MUTUAL SYSTEM AND INSURANCE SERVICES OFFICE OF STATE OF PROJECT LOCATION. POST INDICATOR VALVE IF CALLED FOR ON DRAWINGS SHALL BE MANUFACTURER AND MODEL AS REQUIRED BY LOCAL FIRE DEPARTMENT, HYDRANT FLOW INFORMATION IF PROVIDED ON THESE DRAWINGS IS SO PROVIDED ONLY FOR CONVENIENCE. CONTRACfUR SHALL BE RESPONSIBLE FOR OBTAINING HIS OWN FLOW READINGS FOR PURPOSES OF DESIGN. NO WARRANTY IS GIVEN CONCERNING CORRECTNESS OF READINGS SHOWN HEREON. PROVIDE THRUST BLOCKS OF 3000 PSI CONCRETE AT ALL ELLS, AND OTHER CHANGES IN DIRECTION OF FIRE (SPRINKLER) LINE. SEE THRUST BLOCK DETAIL. PROVIDE BOLLARDS AS REQUIRED FOR PROTECTION OF FIRE HYDRANTS AND POST INDICATOR VALVES WHERE SUCH DEVICES ARE NOT PROTECTED BY CONCRETE CURBS OR OTHER BARRIERS, SEE DETAIL ON DRAWINGS. SANITIZE FIRE LINES BEFORE PLACING ANY SUCH LINE IN SERVICE, MEET REQUIREMENTS OF LOCAL AND STATE HEALTH DEPTS. FOR SANITIZATION. DOMESTIC WATER ALL LOCAL SHOPS SHALL HAVE INDIVIDUAL WATER METERS. REFER TO FLOOR PLAN FOR APPROXIMATE NUMBER Of REQUIRED WATER METERS. SANITIZE WATER LINES BEFORE PLACING ANY SUCH LINE IN SERVICE. MEET REQUIREMENTS OF LOCAL AND STATE HEALTH DEPTS, FOR SANITIZATION. GAS ALL LOCAL SHOPS 10 HAVE INDIVIDUAL GAS METERS, REFER 10 FLOOR PLAN FOR APPROXIMATE NUMBER OF REQUIRED GAS METERS. L lr-T STATIC)" IWf=bRMATj0t4: SUMP DIMENSION 8 VOL'PS SUMP MATERIALg! PHASE IMPELLER SIZE 441 PHASE 3 —F_!X1T I LEAD 77 MJDE:L 4 `e0- J1,e 7 GPM O TYPEatJOLEX O TN I FL IN SITE MECHANICA DETAILS b s Irr I I 0li YP" E — gT(jb Ff'K � f c` / or aT / l � I � \ e a � s W 0 f, SCE T, U. S. NwY /7 4 q2 to Kv• I V PP CONNECTED LOADS: DESCRIPTION KW DISCOUNT STORE LIGHTING �$ MISCELLANEOUS 1C AIR CONDITIONING Z&O WATER HEATING 0 TOTAL 588 ANTICIPATED DEMAND 4W KW FOOD STORE CW KI NC7 110 LIGHTING ui MISCELLANEOUS ZII AIR CONDITIONING 138 REFRIGERATION 3w ELECTRIC HEAT 15 WATER HEATING 3Cv TOTAL V72 ANTICIPATED DEMAND DRUG STORE 1;GTK14 Nil 50 LIGHTING MISCELLANEOUS ZI AIR CONDITIONING 45 WATER HEATING 3 TOTAL liz ANTICIPATED DEMAND KW LOCAL SHOPS 48 SNOP5; EACO MOP" Zc1 AIWO VI, 1F ELE _Tr,IG l4Ewr 10 LIGHTING 4 MISCELLANEOUS 5 AIR CONDITIONING 10 WATER HEATING TOTAL - ANTICIPATED DEMAND 22 KW PEFMTly EW =KE ELl✓G( 16 O FAT 20(� LIGHTING cto MISCELLANEOUS AIR CONDITIONING 170 WATER HEATING q TOTAL 5(a,7 ANTICIPATED DEMAND I-WOKW FUTURE BLDG 35,000 SF EA�EM� 4IR/" �N _---------------------- r-lE-r-ER CE"'-rE: e SC:HEIDLJLE METER -MAIN-FEEDER NO. METER-DISCONN CONN REMARKS CENTER COND / WIRE # EA AMP / POLES LOAD ----- --v-°�'�-- GKU6, w/l ZD 5TDKE� ------------------ ----- --yq0 _- _- MG -A - __ - --------- '70MOV UD�T ------------------------------------------------- Zo8/120 MG_� --------------------------- I N19.0 ------------------ ----- Mc-V ----------- 1o9�/lzo 1/OAT' q0t�E� - ----------------- ----- - ------ zoo�l� rnc•� ----------------- ----- voc-�J ------- -------- MPr --•---------- 2 171469 - ----- ----------------- ----- --------- 2a8`IZa Mc-6- U0V 1/O1�7 ZOvI l20 MG - 1 Valt' 2�Jd /ZO M G -J vo�� SITE LIGHTING FIXTURE SCHEDULE IOOOES MBER TYPEffW(QDHH-19A DESCRIPTION AOOMH-BRP 4-WAY (HORIZ. SQ.) 40OW B0OMH-BRP 2-WAY (HORIZ. SQ.) 40OW G00MH-BRP 1-WAY (HORIZ. SO.) 40OW AV WGDH-194VS480-40OMH-BRP 4-WAY (VERT. SO.) 40OW KV WGDH-193VS-480.400MH-BRP 3-WAY (VERT. SO.) 40OW BV WGDH-192VS-480-40OMH-BRP 2-WAY (VERT. SQ.) 40OW CV WGDH-191VS-480-400MH43RP 1-WAY (VERY. SO.) 40OW D WGDH-191FM-480-400MH-BRP 1-WAY (FLOOD) 40OW E WGDH-1921-VG4"H-BRP 2-WAY (TYPE 1) 40OW co WGDH-N13-4$o-400MH 1-WAY(TYPE)P)40OW G -I WGDH-1913-@OS400MH-BRP 1-WAY (TYPE III)40OW J WGDH-1923 480-400MH-BFiP 2-WAY (TYPE III) 40OW . XV WGDH•284VS 480 t000MH-BRP 4-WAY (VERY. SQ.)14W W WGD-TRS-39-11-DM-PP 39'POLE STEEL KV-I WGDH-198V8-20g 40oMH 3-WAY (VERT SQ)400.M1 E-I W9DH 1921-206-400MH-BRP 2-WAY (TYPE I) 400W NOTES CONFIGURAT ION I. ONLY FIXTURES DESIGNATED ON THE 1 T". C. CV. D. F. G PLANS ARE APPLIC- ABLE. 2 a-E) ryPn B. BV, E. J 2. ALL PARKING LOT LIGHT POLES, FIX, LAMPS, AND OTHER MATERIALS & LABOR 3 KV NECESSARY FOR INS ARE IN THE CONT. 4 1 Typos A, AV, xV In - tt Pf I \\ I \ , (D TIE I WV E?((SrlN6 Power UNe- nc 1. SEE SITE ELEC. FOR APPROX. METER CENTER LOCATIONS. EXACT LOCATIONS MUST BE TAKEN FROM "BLDO." PLANS. 2. ALL FEEDER WIRE TO BE ALUM. UNLESS NOTED COPPER. 3. LOCAL SHOP METER CENTER DETAIL SHOWN SHT. C6.1. 4. METER CENTER DETAILS SHOWN ON ELEC. "BLDG." PLANS. 3, SEE ELEC. NOTES SHT. C6.1. 6. PROVIDE MAIM DISCONNECT FOR METER GROUP (F/C6.1). C'UNDU I T /WIRING mrvrER I AL_S SC:I-IEDUL...E: UNDERGROUND LOCATION/USE CONDUIT MIN. COVER DETAIL LIGHTS PVC SCHEDULE 40 to,HONE FPARKLOT PVC SCHEDULE 40 18" B/C6.1 EXPOSED ON BLDG. RIGID STEEL -- -- STUB THROUGH CONC, RIGID STEEL VARIES -- PRIMARY RIGID STEEL 42' A/C6.1 SECONDARY RIGID STEEL 36" O/C6,1 UTIL. ELECTRICITY FL oK mA POW&A Ll Gll T GQ. NAME ADDRESS CONTACT PHONE J' 0I AloxTu M YR 7•LE_ AVE- SA,tlFORl� , FL., 3Z771 bAUcE 5r4p1,FN5pN KEN BoR;1AUG (30 5) 3-2Z- 5 3151 UTIL. PHONE NAME ADDRESS CONTACT \ PHONE sourN,e_AAJ 5P0 Al. 0AZ%3 0ALAAI.Uo , FL 32aol PAUL, 5(gFA AAII K (3o5) &41- 2.07/ UT I L. CABLE NAME ADDRESS CONTACT PHONE SITE ELECTRICAL LEGEND OVERH'D ELEC. —0E-- LIGHT POLE C}-LP OVERN'D ELEC. UTILITY LIGHT - ULP EXIST. POLE UTILITY LIGHT UNDERGO ELEC. —E— POL E EXIST. {-LPE UNDERG'D ELEC. E.E— SIGN POLE O SP EXIST, ❑VERH'D TELE, —OT— SIGN POLE EXIST, O SPE ❑VERH'D TELE, —OTE-- POWER POLE O PP EXIST, UNDERG'D TELE. — T^ POWER POLE EXIST. O PPE UNDERG'D TELE. ^ TE— EXISTr DETAIL REFERENCE LEGEND REFERENCED ITEM DETAIL NUMBER T'FORM CONDUIT RISER A/C6.1 `i" PHONE SERVICE ENTRY B/C6 . 1 O'HEAD SERVICE DROP C/C6.1 O'HEAD RISER D/C6.1 `i I I'ORM PAD E/C6. 1 METER CENTER F/C6.1 GROUNDING ROD H/C6.1 PARKING LOT LIGHT P/C6.1 SITE ELECI�'° Lt, E Cv(p►� L o i I UTILITY CO. POLE BLDG. WALL TROUGH BEYOND 3"¢RIGID STEEL; SEE DETAIL RISER CLAMPED TO UTIL. CO. POLE UTIL. CO. TRANSFORMER (- --' - -T CONC. PAD : SEE DETAIL I @ T'FORM PAD I I _ I �-0- 5� '-O"1 SEE SITE 5'-0_ 1'O RISER -]PVC RIGID RIGID 41- RIGID @ TROUGH STEEL STEEL STEEL ELEV. 0Z PAD T'PORM. CONDUIT RISER NA S. J I UTIL. POLE W/PHONE SERVICE LINES �- BUILDING WALL 36"x48" EXTR. GRADE 3/4" PLYWOOD SECURELY ATTACHED TO WALL & PAINT TO MATCH WALL STUB UP 2" PVC CONDUIT 12" ABOVE FIN. GRADE AND CAP EACH END -4 FIN. GRADE -- �- CONDUIT TO BE 10' CLEAR HORIZONTALLY OF ELEC. SERVICE ENTRY ELEV. IM TELEPHONE SERVICE ENTRY I N.T.S. Z �C6. 10'-0" LONG x 12" HIGH x 12' DEEP 16 GA. GALV. RAINTIGHT WIREWAY TROUGH - U.L. LISTED BOLT ON HUB WATERTI HTt WATERTIGHT HUB E ER S A AS D l UTIL , CO Y .�', HOUSE PANEL t� HOUSE SEE ELEC NOTE @ SITE SHEET FOR DETAILS SINGLE THROW:FU RIGID STEELSIBL GROUND CONDUITT E HEAVY DUTY P AFTY SWITCH GROUND 'o N LOSURE W/LO KABLE IA DLE o ILI. CON UST } i STEEL CONDUIT I I SIXTH UNIT NOT ALLOWED I WHEN 'HOUSE H�NNEL BRACE 4S'REQ-9 PANEL" IS O PIPE LAMP ! i USED W GROUPIN SEE SITE 5'-0' I 5'-0' FIN. GRADE PVC RIGID STEEL NOTE: TYP. DISCON NEC RADIUS PER CODE TYP SIZE TO BE AMP rl VOLT PVC TO OUTSIDE POLE LIGHTING CKTS., FROM UTILITY TRANSFORMER POLE TO SHOP PANEL PVC SEE SITE PLAN ELEV. IM LOCAL SHOP METER CENTER r N.T.S. - -- a SERVICE DROP � U H Z H WEATHERHEAD FITTING H O � O � TOP OF ROOF O d °i �- CLAMP CONDUIT SECURELY TO MASONRY @ 48" O.C. F c° DOWN TO TROUGH. UI � 3" MIN. RIGID STEEL a CONDUIT OR LARGER AS W o REQUIRED U co o� H 1- COUPLING NEAR rJ2TROUGH i• W BOLT -ON co ; / RAINTIGHT HUB r WIRING TROUGH SEE DETAILS 0 BUILDING WALL co FINISH GRADE ELEV. 0 RLDG, OVERHEAD SERVICE DROP N.Y S. C BUILDING WALL WIRING TROUGH ATTACH GROUND WIRE TO NEUTRAL BUS & TO TROUGH ENCLOSURE #6 MIN. SOLID COPPER OR LARGER AS REQ'D BY CODE GROUND WIRE ANCHOR SECURE TO WALL EXPOSEJD CLAMP ON 5/8" x 8'-0" GROUNDING ROD FINISH GRADE -CLAMP IWIRRE TO COPPER WA'PEGRO�NDE RODS SEE SCHED. MIN, 6'-0" SEPARATION \ BETWEEN RODS CLEAR FTG 3" MIN. W/ROD ELEV. t(b GROUNDING ROD( H_ N.T S. rc.oiz� _KC_ 6. t UTILITY CO. POLE—{ & TRANSFORMER CHAMFER NOSE -� CONC. PAD W/ 6x6 10/10 WWM WEATHERkIEAD AND 1-#5 CONT. FITTING RFIINF @ TURN DOWN EDGE 6'-0" FOUR SIDES UTIL. CO. TO_::-:_ SERVICE DROP UTIL. CO. FURN. DIM. O Q F• (' U + I} 3' MIN. RIGID � x --t STEEL CONDUIT H OR LARGER AS Z E+ REQUIRED FINISH GRADE Hoa � o 0 POD H �+ r` Q OPENING IN I I of O I , PAD Z 6'-0" O.C. VERT. a I I I UTIL. CO. APPROVED -\ N 43 > I o CLAMPS TO POLE bb I I / — 5/8"x8'-0- GALV. STL �I'hN. GRADE `i GROUND. ROD z EC3" SEE SITE 5'-0" ABOVE G AGRADE PVC RIGID SEE DETAILS —� ELSEWHERE EXTEND TO WIRING TROUGH FOR CONDUIT ELEV. C OVERHEAD RISERUTILITY P D SECTION t� TRANSFORMER PAD -- IL I Y Ol U . E N. T. S. "'0°.,` N.T.S. �C6-1 C6.1 ONE PIECE HIGH IMPACT GLASS LENS WITH POLARIZED ALUMINUM REFLECTOR, RECTANGULAR ARM AND 400W METAL HALIDE TYPE LAMP. GARDCO CO. NOa. AS SHOWN ON PLANS. APPARENT SEAMLESS SQUARE TAPERED STEEL POLE, PAINTED BRONZE GARDCO. CO. NO.•TRS-3 1" Q x 36' x 4" ANCHOR BOLTS MIN.•4 BOLTS PER POLE. VERIFY W/MANUFACTURE'S RECOMMENDATION CONCRETE BASE 4000 PSI WITH - #3 `PIES @12" CENTERS, 4#6 VERTICAL DIA. SECTION 0 PARKING LOT LIGHT P N.T. S. 16 C 6 E!_EICT'F�Z I C::dil___ MM-r[=—S3 ELECTRICAL GENERAL ALL WORK DESCRIBED BY THESE DRAWINGS SHALL BE PERFORMED IN ACCORDANCE WITH GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION) DRAWINGS INDICATE THE 6l`NERAL CHARACTER, SCOPE, AND ARRANGEMENT OF THE ELECTRICAL INSTALLATION. APPROVAL OF ARCHITECT IS REQUIRED FOR ANY SUBSTITUTION, CHANGE OR DEPARTURE FROM THESE DRAWINGS. CHANGES IN CONTRACT PRICE WILL NOT BE ALLOWED FOR MINOR CHANGES SUBMIT FOR REVIEW SIX SETS OF SHOP DRAWINGS OF FIXTURES, PANELS, SWITCHS FOR ARCHITECT'S APPROVALS PRIOR TO' INSTALLATION OR PURCHASE EQUIPMENT AND MATERIALS FURNISHED UNDER THIS SPECIFICATION SHALL BE NEW AND UNUSED, FABRICATED BY MANUFACTURERS REGULARLY ENGAGED IN THEIR PRODUCTION, BE THEIR STANDARD AND LATEST OFFERINGS, AND BEAR THE 'UL" LABEL. GUARANTEE WORK TO BE FREE FROM DEFECTS OF MATERIAL AND WORKMANSHIP FOR A PERIOD OF ONE YEAR AFTER FINAL DATE OF ACCEPTANCE OF WORK. REPLACE OR SATISFACTORILY REPAIR ANY SUCH WORK WITHOUT ADDITIONAL COST TO THE OWNER. CODES THE CONTRACTOR SHALL BE GOVERNED BY THE PRESENT SPECIFICATIONS TOGETHER WITH THE CURRENT RECOMMENDATIONS AND REGULATIONS OF THE FOLLOWING: - LOCAL AND STATE ELECTRICAL CODES AND ORDINANCES - RULES OF THE ELECTRIC UTILITY COMPANY' - NATIONAL ELECTRICAL CODE - N,E.M,A. STANDARDS - N.F.P.A. CODES UTILITY AND GOV'T AUTHORITIES COORDINATE WITH THE LOCAL POWER AND TELEPHONE COMPANIES,VERIFY THE SERVICE ENTRANCE ARRANGEMENTS PRIOR TO START OF WORK. METERING SHALL BE ARRANGED WITH THE ELECTRIC POWER DISTRIBUTOR AS REQUIRED OBTAIN ALL PERMITS AND INSPECTIONS REQUIRED FOR THE WORK AND PAY ALL FEES AND COSTS THEREOF, ELECTRICAL SERVICE SERVICES SHALL BE 277/480-VOLTS, 3-PHASE, 4-WIRE OR 120/209 VOLTS 3-PHASE, 4 WIRE, WYE AS SHOWN ON DRAWIN68 WITH GROUNDED NEUTRAL TAKEN FROM THE POWER COMPANY TRANSFORMERS ELECTRICAL PANELBOARDS PANELBOARDS SHALL BE SQUARE D COMPANY TYPE '90' FOR THE PHASE AND VOLTAGE INDICATED ON THE DRAWINGS, BRANCH BREAKER INTERRUPTING CAPACITY SHALL BE 10,000 AIC MINIMUM. EQUIP EACH PANEL WITH A SEPARATE "GROUND' BUS. - ELECTRICAL CONDUIT AND CONDUCTORS: ALL WIRING SHALL BE IN CONDUIT. CONDUCTORS SHALL BE COPPER, UNLESS NOTED AS ALUMINUM ON DRAWINGS. CONDUCTOR INSULATION SHALL BE 'THHN' ELECTRICAL GROUNDING USE DOUBLE BOND NUTS ON CONDUIT CONNECTTON TO INSURE GROUND. GROUND BY DIRECT CONNECTION ALL INTERIOR PIPING SYSTEMS. PROVIDE CODE SIZE GROUND WIRE IN ALL PVC CONDUIT SYSTEMS WIRING TROUGHS AND DUTTERB: WIRING TROUGHS USED FOR TAPS TO SERVICES SHALL HAVE CONNECTIONS MADE TO THE SERVICE CONDUCTORS BY MEANS OF A FACTORY MADE CONNECTOR SPECIFICALLY DES16NED FOR THE PURPOSE. IT SHALL BE SELF-CONTAINED AND FULLY INSULATED. ( U-BOLT CONNECTORS OR KURNEY CONNECTORS REQUIRING TAPING WILL NOT BE ACCEPTABLE) THE CONNECTORS SHALL BE KUPLER COMPANY 'KUP-L-TAP' TYPE FOR THE CONDUCTORS INVOLVED. WHERE SIZES ARE NOT AVAILABLE, SIMILAR PRODUCTS FOR OTHER MANUFACTURERS SHALL BE USED. ELECTRICAL SAFETY SWITCHES: FURNISH AND INSTALL FUSE SAFETY SWITCHES AND/OR DISCONNECT SWITCHES AS CALLED FOR ON THE DRAWINGS, AND AS MAY BE OTHERWISE REQUIRED BY THE CODES. SAFETY SWITCHES SHALL BE HORSEPOWER RATED, QUICK -MAKE, QUICK -BREAK WITH ARC SHIELDS WITH ENCLOSED CONSTRUCTION, INSTALL WHERE CALLED FOR ON THE DRAWIN66 AND/OR AS REQUIRED BY THE NATIONAL ELECTRICAL CODE. e a e C 0 s'X t