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HomeMy WebLinkAbout6126 Gall Blvdj o DVOS T SEE CIVIL DWGS. 86'-4" 8" 85'-0" 1 2 3 4 24'-8" 3'-4" 25'-0" S-4" 24'-8" 3'-4" 8",kj 8'-8" miNiS A I BOF = 97'-0"I -Q co _ BOF=9'-V BF=95'-0" O co co / LBOF=5'-0" I • i oo :� o 1 AN• S3 1• •1 ' ,,� co 9 TYP. (. I ^ °° I �' N 3 I I " B C GV `T• ,"e 1 ! ! 1 TYP'V.I " 2 '1' 1 - 4" THICK CONCRETE SLAB REINFORCED W/ #3's 0 18- O.C. EACH I I WAY PLACED AT iX�" BELOW TOP � SLAB OVER 6" COMPACTED ( ) ! FREE DRAINING GRANULAR MATERIAL (AS DIRECTED BY THE ONSITE ! ! Nb GEOTECHNICAL ENGINEER) OVER POLYETHYLENE VAPOR RETARDER OVER PROPERLY PREPARED SUBGRADE. FINISH FLOOR EL = ! -Cr (USGS EQUIVALENT = 105.6T). COORDINATE INSTALLATION ( ! • o a::` : : 1: OF UNDER SLAB MECHANICAL, ELECTRICAL AND PLUMBING SYSTEMS I I r ... • .r .r. WITH MECHANICAL DRAWINGS. f. co .1• 'I I 1 I ! ! TYP.CD ( •L . ! I I ! �' a t I i 9 TV. ! co ! ! N� ►• 1 2 I I I I to to BOF= 97'-O" ,— F4j L/ —•o — --- F5l I---- -- BOF - 9r —--=0 ---� 1 MM9_. h •r 4 2 g � 7 8 VTYP. � 11 )TYP( TYP. 8 8• 4 -8� 4!-6 " 4 46 4 -9 4'-2• 3 -10 3 -11 EQUAL SPACES 3'-4" L 7'-4" 6'-0" 18'-8" 8'-0" 12'-0" 6'-0" 23'-0" 30'-0" 25'-0" 1 8" SEE SEE CIVIL CIVIL 2 85'-0" 86'-4' FOUNDATION PLAN SCARAs 1/8" = 1W 3 SEE CIVIL DWGS. I Ii 13 =4" 4 B �TYP. w co I N FOR TYPICAL TRASH ENCLOSURE SCREEN WALL SEE SECTION 9/S4. REFER TO CIVIL DRAWINGS FOR PLAN LOCATION FOR MONUMENT SIGN FOUNDATIONS SEE DETAILS 10 & 11 /S4. REFER TO CIVIL DRAWINGS FOR PLAN LOCATION FOR SITE RETAINING WALL REFER TO SECTION 4/S1. SEE CIVIL DRAWINGS FOR LOCATION. FOUNDATION SCHEDULE MARK FOOTING SIZE (W x L x T) FOOTING REINFORCEMENT 1301"M OF FOOTING ELEVATION PILASTER SIZE PILASTER REINFORCEMENT TOP OF PILASTER ELEVATION NOTES REFER MARK TRANS. VEST" TIES F1 4'-0"x4'-0"x2'-4" (6) #4 EACH WAY TOP do BOTT. 95'_p" SEE 4/S4 (8) #6 SEE 2/S4 99'-4" 1,2,3,4,5 4/S4 F1 F2 4'-0"x4'-0"x2'-4" (6) #4 EACH WAY TOP & BOTT. 95'-0" SEE 5/S4 (8) #6 SEE 2/S4 SIM 99'-4" 1,2,3,4,5 5/S4 F2 rF3 6'-0"x6'-0"x1'--6" (6) #4 EACH WAY TOP & BOTT. 96'-0" 2'-6"x2'-6" (12) #6 SEE 8/S4 99'-4" 1,2,4,5 3/S4 F3 F4 4'-0"x4'—O"x2'-4" (7) #4 EACH WAY TOP & BOTT. 97'-0" --------- ------- --------- --------- 1,2,3,4,5 6/S4 F4 F5 4'-0"x4'-0"x2'-4" (7) #4 EACH WAY TOP do BOTT. 97'—p" --------- ------- --------- --------- 1,2,3,4,5 7/S4 F5 I T_ J_ NOTES: 1. ALL. ANCHOR BOLTS SHALL BE SIZE, QUANTITY AND SPACING AS SPECIFIED BY THE PRE—ENGINEERED METAL BUILDING MANUFACTURER. MAINTAIN 3" MINIMUM CONCRETE COVER AROUND BOLTS. TIES SHALL WRAP AROUND ANCHOR BOLTS. 2. COLUMN BASE PLATES ARE TO REST ON TOP OF SLAB. PROVIDE LEVEL BEARING SURFACE FOR EVEN CONTACT. 3. COLUMN FOOTING REINFORCEMENT TO BE INTEGRAL WITH CONTINUOUS FOUNDATION REINFORCEMENT. 4. PROVIDE ANCHOR BOLT TEMPLATES AT COLUMN. 5. ALL SPREAD FOOTINGS ARE TO BE CENTERED BENEATH COLUMNS UNLESS NOTED OTHERWISE KEYNOTES: 0 FLOOR SAFE: OWNER FURNISHED, CONTRACTOR INSTALLED. PROVIDE 18"08" BLOCKOUT (SEE SECTION 10/S3). REFER TO ARCHITECT FOR PLAN LOCATION. FINAL INSTALLATION OF SAFE TO BE AFTER COMPLETION OF OFFICE GYP. BOARD WORK. OSIDEWALK PROVIDE 4" THICK CONCRETE REINFORCED W/ #3's 0 18' O.C. EACH WAY (PLACED AT IV BELOW TOP OF SLAB) OVER 6" COMPACTED FREE DRAINING GRANULAR MATERIAL (AS DIRECTED BY THE ONSITE GEOTECHNICAL ENGINEER) ON PROPERLY PREPARED SUBGRADE. PROVIDE CONTROL AND ISOLATION JOINTS AS INDICATED. SEE CIVIL DRAWINGS FOR TOP OF CONCRETE SPOT ELEVATIONS. 0 DOOR PAD: PROVIDE 4" THICK CONCRETE REINFORCED W/ #3's 0 18" O.C. EACH WAY (PLACED AT W BELOW TOP OF SLAB) OVER 6" COMPACTED FREE DRAINING GRANULAR. MATERIAL (AS DIRECTED BY THE ONSITE GEOTECHNICAL ENGINEER) ON PROPERLY PREPARED SUBGRADE. PROVIDE CONTROL. AND ISOLATION JOINTS AS INDICATED. SEE CIVIL DRAWINGS FOR TOP OF CONCRETE SPOT ELEVATIONS. 0 SLAB HAIRPIN. SEE DETAIL 7/53. (FIELD BEND HAIRPIN TO MISS FLOOR SAFE WHERE REQUIRED.) 0 STEEL BOLLARDSEE SITE DEVELOPMENT PLANS AND DETAILS. (WHERE APPLICABLE, ALIGN WITH CENTERLINE OF STOREFRONT MULLIONS.) J PROVIDE #4x4'-O" DOWEL TURN 45 DEGREES AT SLAB INSIDE CORNERS 7O SIDE WALK CONTROL JOINT, SEE SECTION 1/S2 0 SIDE WALK ISOLATION JOINT. SEE SECTION 3/S2. 9O CONTROL/CONSTRUCTION JOINT SEE DETAILS 1 do 2/S2 10 STEPPED FOOTING, REFER TO DETAIL 11/S3 11 DETECTIBLE WARNING SURFACE, REFER TO CIVIL DRAWINGS TERMITE PROTECTION OF SOILS: TERMITE PROTECTION SHALL BE PROVIDED AS DEFINED IN SEC11ON 1816 OF THE 2010 FLORIDA BUILDING CODE. SUBTERRANEAN TERMITE TREATMENT SHALL BE PERFORMED AFTER ALL EXCAVATIONS, BACKFILLING AND COMPACTION IS COMPLETED, INCLUDING AREAS OF EXTERIOR CONCRETE OR GRADE WITHIN 1 FOOT OF THE PRIMARY STRUCTURE. RETREATMENT OF SOILS MAY BE REQUIRED IF ANY TREATED SOILS ARE DISTURBED DURING THE CONSTRUCTION PROCESS. ALL TREATED SOILS ARE TO BE PROTECTED FROM RAINFALL DILUTION. REFER TO PROJECT MANUAL FOR ADDITIONAL INFORMATION. SLAB CONTROL JOINT, TOOLED OR - SAWN. CONTROL JOINT TO BE 767x Y SLAB THICKNESS. SEE FOUNDATION PLAN FOR JOINT LOCATIONS. INTERIOR OR EXTERIOR CONCRETE SLAB SEE FOUNDATION PLAN. TYP. CONTROL ni JOINT DETAIL S2 SCAtt.E: 3/4" = V4r 70xO'-1O" SMOOTH DOWEL ® 12" O.C. GREASE ONE END TO PREVENT BOND - CONSTRUCTION JOINT (IF NEEDED). LOCATION TO COINCIDE WITH CONTROL JOINTS. (SEE FOUNDATION PLAN).,, INTERIOR CONCRETE SLAB SEE FOUNDATION PLAN. TYP. CONSTR. 2 JOINT DETAIL S2 SCALE: 3/4" = 1114r V� �V0 0'-10" SMOOTH DOWEL ® 12" O.C. GREASE ONE END TO PREVENT BOND �7 )!" ISOLATION JOINT WITH ASPHALTIC FILLER SEALANT V k/ #4 CONT. (TYP) `G 8" 8" EXTERIOR CONCRETE SLAB OR SIDEWALK SEE FOUNDATION PLAN. SIDEWALK 3 ISOLATION JOINT 82 SCALEe 3/W = 11-W REV4eN DATF ----- v; TY OF �'ERHYRH1L. _1S PLANS EXAMINER BUtLD3tNG'5HA-t4.t,(j tYi.y WITO ALL APPLICABLE BUILDING, PLBCTRICAL, PLUMBING AWil1D ME(,,11A.N`CAL CODES 0o1111111i/�j7-�� No. 34027 ; ST tin R1 ���� 0 Al..fC 4�c °• /litii111���\'� z rn W SHEETS BEARING THIS SEAL ARE 0 AUTHENTICATED, RESPONSIBILITY FOR w ALL OTHER PLANS, SPECIFICATIONS = OR INSTRUMENTS ARE DISCLAIMED. F- W 0 z z W N z 0 0 0 z C 3 c m W 0w _ z N ZOO w W to O UJ Ld •� �J W II. W " 3: A o15 a�'d' •- Wa_j = om @ aO.OZ°d F- O�rx~ o r 0 C4 0 0 U z 0 W ° IL m 4 A� W 0 mi j v� 0 L w w 0 z z a o� o0 oar �-�0 W � J � o a� Q Jat 0� w ao J " A "� a WAX z w m a _ o Iw W a w t0 0 N a O z r W a Z to N U Ir W U In IL N� Z N a W A' O W d � Z m v -N •� soS (! W '8Wy 501 z CL LL w. C a ;5 :t It �E Q (p %Ng� Z x� UP Q js oo U •=+ °a 'E w .Q LL a 0 cf) 0 {� z Q 0 DRAWN BY: CHECKED BY: 0 W MW JS 0 ttt+I� I d 1 O/6/14 0 N REVISION: F- 1� AD#2 11 /12/14 PROJECT NUMBER: ZRH 00 SHEET NUMBER OU PLAN co 2'-0' :11 SECTION S3SCALE: 3/4" = i'-0" PLAN to I 5 SECTION 83 SCALE: 3/4" = 1''Y 983 SECTION SCAM 3/4' = 1'-0" 10� 8' PLAN 0o SEE PLAN 8' I SLOPE PER ' GRADING PLAN 96 SECTION $$ SCALE: 3/4" = 1'-0• a33 SECTION SCALE: 3/4' = 1'-0' PLAN co L v I I I SEE SECTION 1/S3 FOR TYPICAL FOOTING AND REINFORCEMENT BEND DIAMETE EQUALS SIX II BAR DIAMETER 8' SEE FOUNDATION SCHEDULE FOR FOOTING SIZE (CENTER FOOTING UNDER COLUMN) 9S3 SECTION SCALE: 3/4" = 11-0" 98 SECTION 53 SCALE: 3/4" = 11-0' TYPICAL 7 HAIRPIN DETAIL S3 SCALE: JIM = 1'-0" CONTINUOUS FOOTING REINFORCEMENT, SEE SECTIONS. TOP OF FOOTING 6" 6" (TYPICAL) 8' 1'-6' SQUARE $" SAFE KEYPAD & LOCK MECHANISM -------------- TOP 0 i i i i "' EL. SEE #4 CONTINUOUS UP & STOPPER FOR SAFE DOOR 4 (4) #4 BENT • 1 � FOOTING TOP (3) TIES TO BE PLACED -,+-+I--�T ---'i+ -+�- o DOWELS TO MATCH FOOTING / C W O.C. (MIN 2' COVER) ' " ' M IN I o I �J_-L�_ ANCHOR BOLT GROUP r I I I 11 tl • I I I p p #3 TIES 0 12" O.C. „ (MINIMUM TWO TIES) I I #4 BENT ll � • }7" BAR ®12" O.C. .v ::.:. .. :: •. .1 C c ---------- ANCHOR BOLT CONFINEMENT co N REINFORCEMENT: (4) #6 SAFE SET IN LEAN VERTICAL BENT DOWELS. 12„ It MIX CONCRETE FLOOR SAFE 1 FURNISHED BY OWNER, INSTALLED 9S3 SECTION MIMI BY CONTRACTOR SCALE: vAnrEs mSCAL1O SECTION S3 E: 3/4' = i'•O" (2) (4) #4 --/ #4 018" O.C. 24' (TYP) 3'-0' MIN. I 3'-0' MIN. TYPICAL 11 STEPPED FOOTING S3 SCALE: NONE (IF NEEDED) DOUBLE -STEP FOOTING SHOWN. FOR FOOTING STEPS OF 2'-0" OR LESS, A SINGLE STEP FOOTING SHOULD BE USED. (4) 14 BENT DOWELS TO MATCH FOOTING REINFORCEMENT I /i' Il 15 I C CONTINUOUS FOOTING REINFORCEMENT, SEE SECTIONS. KEYNOTES: OPRE-ENGINEERED METAL BUILDING STRUCTURAL SYSTEM. SEE P.E.M.B. SHOP DRAWINGS FOR ADDITIONAL INFORMATION. V ANCHOR BOLTS. REFER TO FOUNDATION SCHEDULE AND PRE-ENGINEERED METAL �J BUILDING DRAWINGS FOR SIZE, QUANTITY AND PLAN LOCATION. SEE 12/S3 FOR TYPICAL SHOP FABRICATED ANCHOR ASSEMBLY. `./ INTERIOR CONCRETE SLAB SEE FOUNDATION PLAN. 4� SEE DETAIL 9/S3 FOR VERTICAL ANCHOR BOLT CONFINEMENT REINFORCEMENT O SLAB HAIRPIN - SEE DETAIL 7/S3 0 SEE FOUNDATION SCHEDULE FOR PILASTER REINFORCEMENT. PLAN O #3x5'-O' DOWEL ® 36' O.C. FIELD BEND AS SHOWN 24' 0 #4 CONTINUOUS (PROVIDE BENT CORNER BARS AT ALL CORNERS) O #3 DOWELS 0 48' O.C. 1O #3 STIRRUPS 0 48" O.C. 11 (4) #4's CONTINUOUS TOP & BOTTOM. 12 EXTERIOR CONCRETE SLAB OR SIDEWALK SEE FOUNDATION PLAN. 13 AT EXTERIOR DOOR LOCATIONS DRILL 6" DEEP HOLES FOR #4x1'-6' DOWELS 0 PLAN 24" O.C. - APPLY ADHESIVE AND INSTALL DOWELS. SEE ADHESIVE SYSTEM NOTES SHEET S1 FOR ADHESIVE ANCHOR INSTALLATION 14 Ji" ISOLATION JOINT WITH ASPHALTIC FILLER & SEALANT 15 CONTINUOUS FOOTING REINFORCEMENT TO RUN THROUGH COLUMN FOUNDATIONS. SEE SECTION 1/S3 FOR REINFORCEMENT INFORMATION. 000LUMN FOOTING REINFORCEMENT SEE FOUNDATION SCHEDULE. 17 CONTINUOUS FOOTING BEYOND 18 PAVING, SEE SITE DEVELOPMENT DRAWINGS FOR ADDITIONAL INFORMATION. 19 SEE GRADING PLAN FOR FINISHED GRADES. 20 STEEL BOLLARD SEE SITE PLAN. 0 w ISOLATION JOINT WITH ASPHALTIC FILLER & SEALANT O (3) #3 TIES 0 1)r O.C. IQ #3 TIES ® 12' O.C. 08' (NOM) SPLIT OR SMOOTH FACED CMU. REFER TO CMU WALL NOTES ON SHEET 24 S1 FOR WALL VERTICAL AND HORIZONTAL REINFORCEMENT HOOKED DOWEL PROJECTING INTO MASONRY WALL. MATCH SIZE AND SPACING OF 25 WALL REINFORCEMENT, SEE STRUCTURAL NOTES SHEET S1. 26 ALL MASONRY CELLS BELOW FINISH FLOOR ELEVATION 100'-0" TO BE FILLED SOLID WITH GROUT. 27 #4 CONTINUOUS A1@28 ADDITIONAL #4 TOP & BOTTOM AT MASONRY PILASTER LOCATIONS O NOT USED 30 NOT USED 31 NOT USED 32 NOT USED 33 NOT USED OCONTRACTOR SHALL PROVIDE TEMPORARY SHORING TO MASONRY STEM WALL PRIOR TO BACKFILL. SHORING TO REMAIN IN PLACE UNTIL SLAB IS POURED, CURED, AND DOWELED TO FIRST COURSE OF MASONRY 35 DRILL 6" DEEP HOLES INTO MASONRY FOR #4x2'-O' DOWELS 0 18" O.C. - APPLY ADHESIVE AND INSTALL DOWELS. SEE ADHESIVE SYSTEM NOTES SHEET S1 FOR ADHESIVE ANCHOR INSTALLATION O REBAR TIES, SEE SECTIONS FOR SPACING REQUIREMENTS SEE SEPARATE DRAWING DETAILS PROVIDED BY PRE-ENGINEERED METAL BUILDING MANUFACTURER FOR ANCHOR BOLT QUANTITY, DIAMETER & SPACING II LI COLUMN & BASE I ' + + HEX NUT & FLAT PLATE PROVIDED i ;r ;r WASHER BY I I PRE-ENGINEERED METAL BUILDING MANUFACTURER II I rl a. )(so THICK STEEL TEMPLATE FOR PLACEMENT OF ANCHOR BOLTS. BOLTS AND TEMPLATE TO BE ASSEMBLED BY THE STEEL FABRICATOR ----1 TOP OF PILASTER OR FOOTING TEMPLATE NUTS - PROVIDE 3"0 HOLE IN CENTER OF PLATE — TACK WELD ANCHOR NUT & STD. WASHER TO BOLT N 0o NOTE: SHOP ASSEMBLE TEMPLATES AND BOLTS. ANCHOR BOLT ASSEMBLY TO BE PLACED IN FORM PRIOR TO POURING CONCRETE. BOLT MATERIAL MAY BE F1554 GR. 36, OR CONTINUOUSLY THREADED A36 ROD. ALL ANCHOR BOLTS SHALL BE CLEAN AND FREE OF ALL OIL, GREASE, ICE, ETC. SHOP FABRICATED 12 ANCHOR ASSEMBLY S3 SCALE: NONE (DO NOT SHIP UNASSEMBLED TO FIELD) 'S No.34027 J *' Q 0 - U) W <oRiClP'-•'G��t�� 0 ONA i ��\4� a if I z 0 N w SHEETS BEARING THIS SEAL_ ARE 0 AUTHENTICATED. RESPONSIBILITY FOR w ALL OTHER PLANS, SPECIFICATIONS F^ OR INSTRUMENTS ARE DISCLAIMED. 4- I` 0 z z w Tn z 0 p U �--� Ix In 3 19) W w ZrcO w Off= a J w C? (p W IL F OGa.O� o tW40 �m t, aOZ� r Ono.r 0 (4 0) a z 0 U 3 0 W o !r a O aQ z O N wN W LL Ir Q Q a a a Ix 0 z Q- z w O �„ o � O 0 w J � � o SON M .3as .J .J CAff J 9 1 z w W I .. 1- P-Ow w t0 0 o' Na 0 aZ0N L 0 `> a w U 0) LL 0 � N � C z N 3 C 0: w`o z o " cm!w5,� W az;` a 1� Q N N N z ull (� mod O O Z� C o LL LL a n. w ELL a rR {o 0 (o z O z r, u z 0 DRAWN BY: CHECKED BY: W Mw is 1 O/6/14 0 N REMSION: f` AM 11/12114 PROJECT NUMBER: d ZRH c°� SHEET NUMBERS3 OU 2'-01 1 SECTION S4 SCALES 3/4" = 1'-0" DRIP EDGE CAST INTO CAP (TYP.) FLEXIBLE FLASHING, CONTINUOUS. b I #5 DOWELS 0 24' O.C. ALTERNATE HOOK AS SHOWN GROUT ALL CELLS BELOW FINISH SLAB ELEVATION . %0 of#3 DOWELS 0 30" O.C. ARCHITECTURAL PRECAST CONCRETE UNIT CAP WITH BACKER ROD AND SEALANT AT BUTT JOINTS. CONTINUOUS 8" (NOM) SPLIT FACE BOND BEAM W/ (2) #4 CONTINUOUS 8" (NOM) SPLIT FACE CMU REINFORCED WITH #5's 0 24" Q.C. AND AT JAMBS. HORIZONTAL JOINT REINFORCEMENT TO BE AT 16" O.C. ABOVE GRADE AND 8" O.C. BELOW FINISH SLAB ELEVATION. ALL CMU WALL REINFORCEMENT SPLICE LENGTHS TO BE 30". h" ISOLATION JOINT WITH ASPHALTIC FILLER & SEALANT EXTERIOR CONCRETE SLAB OR FINISH GRADE SEE CIVIL DRAWINGS EL. SEE SITE PLAN _a #3 STIRRUPS 0 30' O.C. (4) #4's CONTINUOUS TOP & BOTTOM FTJ SCREEN WALL S4 8CALES 3µ" = i'-W SEE FOUNDATION SCHEDULE (CENTER FOOTING UNDER PILASTER) a84 SECTION SCALES 3hr = 1'-W A) 3 DETAIL 84 SCALES 3Ar = 1 W GRID — A� GRID RS4 DETAIL SCALE: 3/4" = 1'-W 16'-0' 6' 15-0' 6' r--6" (4) #6 BENT DOWELS � — I l I 0 o I I I I I ----------------- X"O F1554 HEADED ANCHOR BOLTS WITH 12' EMBEDMENT (MIN.) ----� 7'-6r 5' 1 5' (3) 13 TIES l I I I I I I I I I ------------L ----------- 10 SIGN FOUNDATION S4 SCALE: NONE . 2'-4' I 94 DETAIL S4 SCALES 3/4" = 1'-0" DETAIL SCALE: 3/4" m 1'-W SIGN BY OTHERS ---, 8' (NOM.) SPOT FACE CMU. REFER TO ARCHITECTURAL ELEVATIONS FOR PAINT SYSTEM AND COLORS. --c #4 BENT DOWELS 0 48' O.C. (TYP) c WEEP HOLES 0 32' O.C. GROUT AS NECESSARY AFTER SIGN POST HAS BEEN PLACED AND ANCHORED. ---- #4 BENT DOWELS AT 12' O.C. EACH FACE (4) #4 CONT. EL. SEE PLAN 5 DETAIL S4 SCALE: 3/4" = 1'-W :.•.;; ., 8 SECTION S4 SCALE: 3/4" = 1'-a" COLUMN & BASE PLATE BEYOND "' 1 FINISH GRADE SEE SITE PLAN 1* 1 (4) #5 CONT. 0 1. 6' 2'-0' 6' In 11 SECTION S4 SCALES 3/4" = 11A' KEYNOTES: OPRE-ENGINEERED METAL BUILDING STRUCTURAL SYSTEM. SEE P.E.M.B. SHOP DRAWINGS FOR ADDITIONAL INFORMATION. OANCHOR BOLTS. REFER TO FOUNDATION SCHEDULE AND PRE-ENGINEERED METAL BUILDING DRAWINGS FOR SIZE, QUANTITY AND PLAN LOCATION. SE 12/S3 FOR TYPICAL SHOP FABRICATED ANCHOR ASSEMBLY. OINTERIOR CONCRETE SLAB SEE FOUNDATION PLAN, 40 SEE DETAIL 9/S3 FOR VERTICAL ANCHOR BOLT CONFINEMENT REINFORCEMENT 50 SLAB HAIRPIN - SEE DETAIL 7/S3 fiD SEE FOUNDATION SCHEDULE FOR PILASTER REINFORCEMENT. 7O #3x5'-O' DOWEL 0 36' O.C. FIELD BEND AS SHOWN 24" 8Q #4 CONTINUOUS (PROVIDE BENT CORNER BARS AT ALL CORNERS) O #3 DOWELS 0 48" O.C. 1p #3 STIRRUPS 0 48' O.C. 11 (4) #4's CONTINUOUS TOP & BOTTOM. 12 EXTERIOR CONCRETE SLAB OR SIDEWALK SEE FOUNDATION PLAN. 13 AT EXTERIOR DOOR LOCATIONS DRILL 6' DEEP HOLES FOR #4x1'-6" DOWELS 24" O.C. - APPLY ADHESIVE AND INSTALL DOWELS. SEE ADHESIVE SYSTEM NOTES SHEET S1 FOR ADHESIVE ANCHOR INSTALLATION 14 )' ISOLATION JOINT WITH ASPHALTIC FILLER & SEALANT 15 CONTINUOUS FOOTING REINFORCEMENT TO RUN THROUGH COLUMN FOUNDATIONS. SEE SECTION 1/S3 FOR REINFORCEMENT INFORMATION. 1fi COLUMN FOOTING REINFORCEMENT SEE FOUNDATION SCHEDULE. 17 CONTINUOUS FOOTING BEYOND 18 PAVING, SEE SITE DEVELOPMENT DRAWINGS FOR ADDITIONAL INFORMATION. 19 SEE GRADING PLAN FOR FINISHED GRADES. 20 STEEL BOLLARD SEE SITE PLAN. 21 W ISOLATION JOINT WITH ASPHALTIC FILLER & SEALANT O (3) j3 TIES 0 1)f O.C. #3 TIES 0 12' O.C. 24 8' (NOM) SPLIT OR SMOOTH FACED CMU. REFER TO CMU WALL NOTES ON SHEET S1 FOR WALL VERTICAL AND HORIZONTAL REINFORCEMENT HOOKED DOWEL PROJECTING INTO MASONRY WALL. MATCH SIZE AND SPACING OF 25 WALL REINFORCEMENT, SEE STRUCTURAL NOTES SHEET S1. 26 ALL MASONRY CELLS BELOW FINISH FLOOR ELEVATION 100'-0" TO BE FILLED SOLID WITH GROUT Q #4 CONTINUOUS An28 ADDITIONAL #4 TOP & BOTTOM AT MASONRY PILASTER LOCATIONS IDNOT USED O NOT USED 31 NOT USED 32 NOT USED 33 NOT USED ®CONTRACTOR SHALL PROVIDE TEMPORARY SHORING TO MASONRY STEM WALL PRIOR TO BACKFILL. SHORING TO REMAIN IN PLACE UNTIL SLAB IS POURED, CURED, AND DOWELED TO FIRST COURSE OF MASONRY ODRILL 6" DEEP HOLES INTO MASONRY FOR #4x2'-O" DOWELS 0 18' O.C. - APPLY ADHESIVE AND INSTALL DOWELS. SEE ADHESIVE SYSTEM NOTES SHEET S1 FOR ADHESIVE ANCHOR INSTALLATION O REBAR TIES, SEE SECTIONS FOR SPACING REQUIREMENTS SEF PLAN RDETAIL fl SCALES 3/4 = 1'-W S, * No.34027 Q z 0 =' TA = N S7dNA1..•E���,a 11111M,`" z c� w SHEETS BEARING THIS SEAL ARE 0 AUTHENTICATED, RESPONSIBILITY FOR w ALL OTHER PLANS. SPECIFICATIONS = OR INSTRUMENTS ARE DISCLAIMED. H IL 0 z w N z 0 o U �---� O a QD 3 10 Zm0 w WN(W w •v �W�W w 0 ;g • I�i i �" X ju 3 (m 0 CL 0m H eftm�� j z ciN�� a z 0 M U O w ° a a Oa aQ ccz O � w P o O a Q 0 a a z Q - Z W o O 0 w J0c .j 0 m ..1 � a J a W 3: w m Z -O o�.. w V Q o N a 0 0 Q aZ0N u a w U In 0 0 L(1)9 cm z N .��Fl N w� z zw"'LL w c w � J - Q caaI O n z N mo`4 0 m � O A x '! Q U N °� z 0 g �a w IL L !Vj 0 vJ Q In 0 z Q a 0 LA z 0 DRAWN BY: CHECKED BY: 0 w Mw JS ° I OM8 1 O/6/14 0 a REVISION: M Q AD#2 11/12/14 0 } PROJECT NUMBER: 0. ZRH 00 SHEET NUMBER %S4 A3 SCALE: 1 /8" = 1'-W �� SIM. �� \ SEALANT " MASTER FLASH " OR APPROVED EQUAL PIPE FLASHING WITH APPROPRIATE ADHESIVE SEAL EDGE OF COVER WITH LAP EDGE SEALANT 5 1 VENT PIPE A3 j SCALE: N.T.S. E.I.F.S. REFER TO ELEVATIONS FOR TYPE. RUSTICATION JOINT 6 1 JOINT DETAIL A3 j SCALE: N.T.S. EXTERIOR FINISH SCHEDULE TYPE: COMPANY TYPE: COLOR: SHERWIN WILLIAMS PAINT (1) COAT S-W PR€PRITE BLOCK FILLER B25W25 (NO LESS THAN 8 MILS) (2) COATS S-W CONFLEX XL SMOOTH STANDARD CONCRETE MASONRY ELASTOMERIC A5-400 (NO LESS THAN 5.7 UNIT MILS EACH COAT) (C.M.U.) (ACCENT) COLD WEATHER APPLICATIONS: SPLIT FACE SHERWIN WILLIAMS PAINT (8" X 8" X 16" NOM.) 1) COAT S-W LOXON BLOCK SURFACER (N *PROVIDE FULL 8" LESS THAN 8 MILS) FACE AT ALL CORNERS PER LOCAL SUPPLIER (2) COATS S-W ULTRACRETE SOLVENT COURSE: RUNNING BORNE SMOOTH B46 (NO LESS THAN 8 MIL EACH COAT OR 16 MILS TOTAL) ACCENT COLOR: EQUAL TO SOFTER TAN SW6141 STANDARD CONCRETE MASONRY NIT U NIT FIELD COLOR: EQUAL TO (C. LATTE SW6108 (FIELD) (INDICATED BY SHADING:�: • ) EXTERIOR INSULATION AND FINISH CUSTOM RED MIX BY SHERWIN WILLIAMS SYSTEM ORAP011030S WITH DRYVIT (E.I.F.S.) STRATOTONE HIGH PERFORMANCE (ACCENT) COLORANT DRYVIT - OUTSULATION PLUS MD (FACTORY MIXED ONLY) SANDBLAST FINISH EXTERIOR INSULATION AND FINISH SYSTEM SHERWIN WILLIAMS (E.I.F.S.) "SOFTER TAN" SW6141 (FIELD) EFCO IVY CURTAIN WALL ( NO SUBSTITUTES) KAWN€€R DARK IVY VISTA WALL INTERSTATE GREEN CUSTOM GREEN MIX BY GLIDDEN EXTERIOR SEMI -GLOSS LATEX BASE: 6407 - 0500 BOLLARDS IN FIELD YOX: 3P42 TBL: 4P48 GRN: 3P14 WHT: 2P0 COLOR #: CUSTOM EXTERIOR DOORS OWNER PRE -FINISHED BIRCH WHITE OVERHEAD DOOR (TO BE SELECTED) FACTORY PRIME/FIELD PAINTED SOFTER TAN CUSTOM RED MIX BY SHERWIN WILLIAMS (VERIFY MIX BELOW MATCHES E.I.F.S. COLOR) SHERWIN WILLIAMS MIX SHEET METAL CAP BASE: --B65R338-B60V30- FLASHING AT E.I.F.S. BY METAL BUILDING MFG'R GALLON FORMULA ACCENT COLOR FACTORY PRIME/FIELD PAINTED QV: 45 TW: 15 CLEAR COAT --DIAMOND CLAD CLEAR COAT URETHANE B65T 105/B65V 105/B65C 105-- 3 COMPONENT SHEET METAL CAP FLASHING BY METAL BUILDING MFG'R PRE -FINISHED "COOL BIRCH WHITE" AT EIFS FIELD COLOR SHEET METAL CONDUCTOR PRE -FINISHED HEADS AND DOWNSPOUT PER LOCAL SUPPLIER MATCH SHERWIN WILLIAMS "SOFTER TAN" SM141 ROOF ACCESS METAL POWDER COATED BAKED FINISH. LADDER SYSTEM PER LOCAL SUPPLIER COLOR SHERWIN WILLIAMS "SOFTER TAN" SW6141 GENERAL NOTESE A. REFER TO PROJECT MANUAL FOR ADDITIONAL REQUIREMENTS. B. REFER TO PRE-ENGINEERED METAL BUILDING DRAWINGS FOR ADDITIONAL REQUIREMENTS. C. REFER TO MECHANICAL / ELECTRICAL PLAN FOR SYSTEM TYPES AND LOCATIONS. D. REFER TO SITE DEVELOPMENT PLANS FOR ADDITIONAL REQUIREMENTS. KEY NOTES; 1A EXTERIOR INSULATION AND FINISH SYSTEM (E.I.F.S.)(ACCENT): REFER TO EXTERIOR FINISH SCHEDULE. 1 B EXTERIOR INSULATION AND FINISH SYSTEM (E.I.F.S.)(FIELD): REFER TO EXTERIOR FINISH SCHEDULE. 2A MASONRY WALL CONSTRUCTION (ACCENT): REFER TO EXTERIOR FINISH SCHEDULE AND WALL SECTIONS. 2B MASONRY WALL CONSTRUCTION (FIELD): REFER TO EXTERIOR FINISH SCHEDULE AND WALL SECTIONS. O PRE-ENGINEERED METAL BUILDING SHEET METAL STANDING SEAM ROOF: BY PRE-ENGINEERED METAL BUILDING COMPANY. 40 SHEET METAL CAP FLASHING (FIELD): REFER TO EXTERIOR FINISH SCHEDULE. O SHEET METAL CAP FLASHING (ACCENT): REFER TO EXTERIOR FINISH SCHEDULE. O PRE - ENGINEERED METAL BUILDING INTERNAL GUTTER AND THROUGH WALL SCUPPER SYSTEM: PAINT EXPOSED SCUPPER SURFACES TO MATCH MASONRY COLOR. 70 CONCRETE MASONRY UNIT (CMU): SPLIT FACE HEAD JAMB UNITS. OLINE OF ROOF (BEYOND): DASHED LINE INDICATES LINE OF ROOF BEYOND WITH SLOPE OF 1/4" PER FOOT. OSIGN: APPROXIMATE OUTLINE OF SIGN. PROVIDE BLOCKING AS REQUIRED FOR MOUNTING OF SIGN, COORDINATE WITH SIGN COMPANY FOR EXACT SIGN PLACEMENT. OWNER FURNISHED AND INSTALLED LOGO. REFER TO SIGN PACKET INFORMATION FOR FURTHER DETAIL 10 ADDRESS NUMBERS: 6" VINYL BY CONTRACTOR. COLOR TO BE WHITE. 11 CONCRETE FOUNDATION: PROVIDE RUBBED FINISH AT EXPOSED TO VIEW SURFACES. 12 DOOR AND FRAME: FIELD PAINT (REFER TO EXTERIOR FINISH SCHEDULE.) 13 CURTAIN WALL: (REFER TO FLOOR PLAN FOR WINDOW TYPES.) i4 LINE OF FOUNDATION: (REFER TO FOUNDATION PLAN.) 15 STEEL BOLLARDS: (9) TYPICAL AT CURTAIN WALL (2) AT O.H. DOOR LOCATION. (REFER TO EXTERIOR FINISH SCHEDULE AND FOUNDATION PLAN.) 16 HOSE BIB: (REFER TO PLUMBING PLAN) 17 LIGHT FIXTURE: (REFER TO ELECTRICAL PLAN) 18 SHEET METAL CONDUCTOR HEAD AND DOWNSPOUT SYSTEM: REFER TO EXTERIOR FINISH SCHEDULE. 19 ROOF TOP UNIT (BEYOND): APPROXIMATE LOCATION (REFER TO MECHANICAL PLAN FOR EXACT LOCATION) 20 MECHANICAL WALL PENETRATIONS: PROVIDE FRAMING, FLASHING, AND SEALANT AS REQUIRED. PAINT TO MATCH ADJACENT WALL FINISH. (REFER TO M.E.P. SHEETS) 21 ROOF PIPING VENT (BEYOND): REFER TO DETAIL 5/A3. 22 CONCRETE SPLASH BLOCK: INSTALL AT EACH DOWNSPOUT. 23 MASONRY CONTROL / EXPANSION JOINT: (MATCH MASONRY) PROVIDE SEALANT OVER 1/2" DIAMETER FOAM BACKER ROD. REFER TO STRUCTURAL DRAWINGS. 24 RUSTICATION JOINT: REFER TO DETAIL 6/A3. 25 ROOF ACCESS LADDER: REFER TO EXTERIOR FINISH SCHEDULE. 26 CONCRETE RETAINING WALL: REFER TO CIVIL AND STRUCTURAL DRAWINGS: PROVIDE RUBBED FINISH AT EXPOSED TO VIEW SURFACES. 27 CHAIN LINK FENCE GUARD RAIL: 42" HIGH. IN GALVANIZED FINISH PROVIDE AT TOP OF RETAINING WALL WHERE ADJACENT GRADE DIFFERENCE 30" OR GREATER. to to V • �_ .y Z ' 0 • r / '•, 00 0 bid '•��-`` IL z 0 LA w SHEETS BEARM THIS SEA. ARE ° AUIHENnGgEn. RESPONSMJTY FOR w ALL 01M PLANS. ANIONS = OR INSTRNiEMi5 ARE ONCLANW. F• LL 0 z z W In �-� Z j oc-•., U N r O 3 00 O 00 W w t Z m �0 w EB N��p=, a 0 -uj 1 w ILWNW = F- 5- LL w 4 F wa_j i • LR• F- = W N 0000co aNZ. - ► m m M M n CL r VNcoa z 0 W U W Z o m w W O 0� A� V/ im O CO) L aN r 0 m > IL Q 0 Q z CL M W z O Q W O M ° 0 W w J J a�LL OC W O Jov, 01 J «J m O W J 1 a M W Wi �0 0� Lu a ° O N x aZON w W IL � t0 0 cy y mW = QO z 0 5_ 0. W J Q N w rn B O z 0 v V.1rN IL IL I� 1- W � W V � Nunn n u�zODCD ° In L CC U. TA z 0 mvm BY: p1DCKE0 BY: W JF BDW°+ mm. t 10/06/14 0 N REVIS M D ADDENDUM #2 11/121140 }Ix R a P"0im Wime ZRH 0 SHEET NUMBER Q A3� GROUND LUG LEVELING NUT AND WASHER to N a ° '=i-1I1=1I—i1-i- 4� #6 GROUND -j ••II'I s dpPACK GROUT UNDER POLE TO ROVIDE FULL CONTACT WITH FOOTING. �- RADIUS EDGE /- 3-#3 TIES AT TOP 1"0 x 36" HEADED ANCHOR BOLTS (GRADE F1554) WITH HARDENED STEEL WASHERS. WHEN DESIGN WIND SPEED EXCEEDS 110 MPH, GRADE F1554 (Fy=55ksi) BOLTS MUST BE USED. FINISHED GRADE #3 TIES AT 10" O.C. z- CONDUIT (8)-#5 BARS VERT. (ARRANGED SYMMETRICALLY AROUND PERIMETER OF CONCRETE PIER). ' .III=III= 2'-0„ 3/4" 0 x 10' GROUNDROD CONCRETE POLE BASE DETAIL N.T.S. DETECTABLE PLASTIC WAR TAPE (SPEC 26 05 N VERIFY THE MINIMUM INSTALLATION DEPTH W/ LOCAL AUTHORITI S. SU1 FINISHED GRADE SELECTED BACKFILL, CLEAN IGRAVEL UNDER PAVEMENT. 10 PIPE 1/2" LIMESTONE GRAVEL PIPE INSTALLATION DETAIL N.T.S. NOTE: WHERE CROSSING OTHER UTILITIES MAINTAIN 12" CLEARANCE. 24" MIN. FOR SECONDARY ELECTR. & TELE. SERVICES 48" MIN. FOR PRIMARY ELECTRICAL SERVICES 3" MIN. :a.... '. DETECTABLE PLASTIC WARNING TAPE (SPEC 26 05 53). SELECTED BACKFILL - CLEAN GRAVEL UNDER PAVEMENT. CLEAN ROCK, SAND OR SOIL COMPACTED 95% STANDARD PROCTOR DENSITY. ELECTRICAL CONDUIT(S). SEE PLAN(S) FOR QTY. REQ'D. 2" MIN. BETWEEN CONDUITS 7— 3" MIN. 2" MIN. BETWEEN CONDUITS UNDERGROUND ELECTRICAL CONDUITS 4 N.T.S. SU1 NOTE: WHENEVER WATER AND SANITARY SEWER PIPES ARE WITHIN TEN (10) FEET OF EACH OTHER, THE BOTTOM OF THE WATER PIPE SHALL BE INSTALLED A MINIMUM OF ONE (1) FOOT ABOVE THE TOP OF THE SANITARY SEWER PIPE. DETECTABLE PLASTIC WARNING TAPE (SPEC 26 05 53). FINISHED GRADE IJJ � � N \ \ \ \ \ SELECTED BACKFILL, o CLEAN GRAVEL UNDER io PAVEMENT. N WATER PIPE 1 /2" LIMESTONE GRAVEL SEWER PIPE WATER/SEWER SEPARATION DETAIL 5 N.T.S. SU1 ' r ^ ' '^HT FIXTURE AS SPECIFIED. L.E.D. LIGHT MOUNTING DETAIL N.T.S. GENERAL NOTE: PRIOR TO INSTALLATION, GENERAL CONTRACTOR SHALL CONFIRM THAT LIGHT POLES, LANDSCAPING AND UTILITIES DO NOT CONFLICT WITH SIGN LOCATION SHOWN. IF ANY POTENTIAL CONFLICT IS DISCOVERED, GENERAL CONTRACTOR SHALL CONTACT THE O'REILLY PROJECT ADMINISTRATOR BEFORE PROCEEDING. EXISTING CONDITIONS NOTES 1. THE CONTRACTOR IS OBLIGATED TO INSPECT FOR EXISTING CONDITIONS/INSTALLATIONS AND AVAILABLE INFORMATION PRIOR TO SUBMITTING A BID, REFER TO SPECIFICATIONS ALSO. 2. EXISTING INSTALLATIONS (SUCH AS WATER MAINS/LINES, GAS MAINS/LINES, SEWER MAINS/LINES, TELEPHONE LINES, POWER LINES, AND UTILITY STRUCTURES IN THE VICINITY OF THE WORK TO BE DONE) ARE INDICATED ON THE DRAWINGS ONLY TO THE EXTENT THAT SUCH INFORMATION HAS BEEN MADE AVAILABLE TO OR DISCOVERED BY THE ENGINEER IN PREPARING THE DRAWINGS. THERE IS NO GUARANTEE AS TO THE ACCURACY OR COMPLETENESS OF SUCH INFORMATION, AND ALL RESPONSIBILITY FOR THE ACCURACY AND COMPLETENESS THEREOF IS EXPRESSLY DISCLAIMED. 3. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR LOCATING ALL EXISTING INSTALLATIONS. 4. ANY DELAY, ADDITIONAL WORK, FEES OR EXTRA COST TO THE CONTRACTOR CAUSED BY OR RESULTING FROM DAMAGE TO OR MODIFICATION OF EXISTING INSTALLATIONS BY THE CONTRACTOR OR AFFECTED UTILITY COMPANY SHALL NOT CONSTITUTE A CLAIM FOR EXTRA WORK, ADDITIONAL PAYMENT OR DAMAGES. 5. THE CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONSTRUCTION PRIOR TO SUBMITTING HIS BID. NO EXTRAS WILL BE PAID DUE TO UNANTICIPATED EXISTING CONDITIONS/INSTALLATIONS. CONTRACTOR CAUTION!!! VERIFY SEWER LINE ELEVATION BEFORE STARTING ANY BUILDING PAD GRADING AND PLUMBING WORK, THE CONTRACTOR SHALL FIELD VERIFY LOCATION, MATERIAL, CONDITION, ACCESSIBILITY ■ (INCLUDING STATE HIGHWAY OR OTHER RIGHTS -OF -WAY) AND WORKABLE FLOW LINE ELEVATION OF THE EXISTING SANITARY SEWER SERVICE LINE OR MAIN. IF A WORKABLE FLOW LINE HAS NOT BEEN ESTABLISHED AT THE TIME OF FINAL SANITARY SEWER SERVICE CONNECTION, THEN THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL EXPENSES ASSOCIATED WITH THE INSTALLATION OF A NEW GRINDER PUMP SYSTEM EQUAL TO "ENVIRONMENT ONE" #DH152 PHONE: 518-346-6161 TO MEET OWNER AND LOCAL REQUIREMENTS. ANCHOR BOLT LOCATION IN RELATION ANCHOR ROD TO SHAFT ROTATION HEX NUT PLAIN WASHER BASE PLATE HANDHOLE SQUARE STRAIGHT POLE GROUT FINISH GRADE BOLT GROUT AFTER POLE1 PROJECTION IS SET AND PLUMBED 1 "0 x 36" HEADED PLAIN WASHER ANCHOR BOLTS (GRADE HEX NUT = F1554) WITH HARDENED STEEL WASHERS. WHEN FOUNDATION LEVEL DESIGN WIND SPEED �7 a EXCEEDS 110 MPH, a GRADE F1554 (Fy=55ksi) BOLTS MUST BE USED. ANCHOR BOLT DETAIL BASE DIAGRAM N.T.S. SU 1 VENSTAR KEYNOTE O1 VIA VENSTAR SURVEYOR / LIGHTING CONTROL PANEL. SEE SHEET VS1 & VENSTAR SCOPE OF WORK (S.O.W.) 24" M.E.S. INV. EL= 100. E 1:' F.P. f ria v \ { rrNc m 6) i�l II rr � r�yQ 24" M.E.S. INN. EL= 99.81' ji I'Iq {{ Q ( o z { o { { CONTRACTOR TO STUB -UP 1" CONDUIT (1'-0") ABOVE TOP OF FINISHED GRADE AND ZIP TIE 4'--0" { o OF EXCESS WIRE TO THE CONDUIT. ELECTRICAL .? CONTRACTOR WILL MAKE THE FINAL ELECTRICAL CONNECTIONS INSIDE THE SIGN. SIGN DISCONNECT FURNISHED/INSTALLED BY SIGN CONTRACTOR { J INV. LL= 98.47' I< I PLP-2 c nG N I•L,I I -r------- 24" M.E.S. INV. EL= 98.33' C11 TELEPHONE SERVICE REQUIREMENTS SPECIAL NOTE: NEW PHONE SERVICE TO BUILDING SHALL BE AN UNDERGROUND SERVICE. CONTRACTORS TO SCHEDULE INSTALLATION OF U/G TELEPHONE SERVICE CONDUIT WITH OWNER. CONTACT (417) 874-7288. 2" PVC SCHEDULE 40 CONDUIT WITH RIGID GALVANIZED STEEL LONG SWEEP BENDS 0 18-24" DEPTH FOR PHONE SERVICE. PROVIDE MINIMUM 1 /4" POLYPROPYLENE PULL LINE. PLACE CONDUIT A MINIMUM OF 12" FROM U/G ELECTRIC CONDUIT IN SAME TRENCH. CAP END OF CONDUIT AT PROPERTY LINE BELOW FINISHED GRADE AND INSTALL CABLE MARKER FOR PHONE COMPANY, IF NECESSARY. OTHERWISE, CONTINUE PHONE SERVICE CONDUIT TO A POLE AND INSTALL RIGID GALVANIZED STEEL CONDUIT A MINIMUM 10' (ft.) ABOVE FINISHED GRADE ATTACHED TO POLE. CONTRACTOR SHALL COORDINATE INSTALLATION AND VERIFY REQUIREMENTS WITH PHONE COMPANY, PLUS INCLUDE ALL FEES (IF ANY) BY PHONE COMPANY FOR INSTALLATION OF NO LESS THAN 10 PAIR CABLE, IN MENTIONED CONDUIT, TO CONTRACTOR INSTALLED 4' X 6' X" FIRE RETARDING BACKBOARD (IF PLYWOOD, PAINT BOARD W/FIRE RETARDING PAINT) WITHIN BUILDING. CONTRACTOR TO PROVIDE #6 AWG CU. GROUND TO TELEPHONE EQUIPMENT LOCATION FROM ELECTRICAL GROUNDING ELECTRODE SYSTEM. FINAL CONNECTIONS AND INSIDE PHONE WIRING BY OWNER. ONLY IF UNDERGROUND PHONE SERVICE IS NOT AVAILABLE -THEN MAY CONTRACTOR INSTALL APPROPRIATE OVERHt: AO PHONE SERVICE RISER WEATHER HEAD, ETC. COORDINATE WITH OWNER & PHONE CO. DEMOLITION NOTE O1 CLEAN & CLEAR SITE OF INDICATED UTILITIES. CONTRACTOR TO STUB -UP 1" CONDUIT (1'-0") ABOVE TOP OF FINISHED GRADE AND ZIP TIE 4'-0" OF EXCESS WIRE TO THE CONDUIT. ELECTRICAL CONTRACTOR WILL MAKE THE FINAL ELECTRICAL CONNECTIONS INSIDE THE SIGN. SIGN DISCONNECT FURNISHED/INSTALLED BY SIGN CONTRACTOR _l PLP-37 PL1 .I STATE OF FLORIDA LIMITATION I HEREBY CERTIFY THAT THESE ENGINEERING DOCUMENTS WERE PREPARED BY ME OR UNDER MY DIRECT PERSONAL SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF FLORIDA. NORMA E. GOTH (DATE) LICENSE RENEWAL DATE IS FEBRUARY 28, 2015 PAGES OR SHEETS COVERED BY THE SEAL: SU1, P1, M1, M2, E1, E2, E3, VS1, VS2 AND VS3. THE ABOVE -STATED DRAWINGS ARE VALID AND AUTHENTIC ONLY IF EACH COPIED SHEET BEARS THE SEAL, SIGNATURE, AND DATE AFFIXED .TO THE ORIGINAL DRAWING BY THE ENGINEER. THE AUTHORSHIP AND COPYRIGHT OF THE ABOVE STATED DRAWINGS AND SPECIFICATIONS REMAIN WITH SMITH-GOTH ENGINEERS INC. NO CHANGES BY OTHERS ARE AUTHORIZED. THEY ARE AN INSTRUMENT OF SERVICE AND ARE INTENDED FOR USE ON THE INDICATED PROJECT ONLY. THEY SHALL NOT BE REPRODUCED OR USED FOR ANY OTHER WORK WITHOUT THE WRITTEN PERMISSION OF THE ENGINEER. vN \ s Z\ \ \ G'\ � \ EXIS ING HYDT. \ \ \ k F.I.R. 1/2' ��®\ \ \ P \ \ [MP qW \ c w \\ --)3 \ \ \ \ \ \ \ S M. H. -1 y T. 8. M. I -,13 \ `�S.P.K./DISK O \ ELEV = 105.05 \\ '�• \ \ G d2 \ \\P) \ / / PLP-34,36-.....::::: \ \ \ �® ... NIB- \ \ \ �' (� � ••' �-' � P.O.B.1Mw\ \ PARCEL 1 \ \ \ F.P.K. NAIL/DISK 6668 \ NEW PHONE SERVL TO BUILDING SHALL BE UNDERGROUND. �- -T B M 2 S.C.I.R. GENERAL CONTRACTOR TO SCHEDULE INSTALLATION WITH OWNER. CONTACT (417) 874-7288. SEE a ELEV= 105.81' P.O.B. UNDERGROUND ELECTRIC SERVICE. SEE 4 j PARCEL 2 ELECT. DIAGRAM FOR REQUIREMENTS SU1 ►- S. C. L R. 518 I R 742' CONTRACTOR TO COORDINATE 1" WATER CONNECTION WITH WATER COMPANY. REFER TO CIVIL SHEETS CONTRACTOR TO COORDINATE 4" SANITARY SEWER CONNECTION WITH SEWER COMPANY. REFER TO CIVIL SHEETS F.I.R. 1/2" N 89'16'28" W 228.35' F.LR. 1/ (BENT), 0.89' N. AND F.C.M. 4", ----- \ i " - _ T- _----------- --------------------- SITE UTILITIES PLAN SCALE: 1" = W-W SHEET CHANGED IN ITS ENTIRETY. NEW UTILITIES WS WATER SERVICE P.O.C. = POINT OF UGE UNDERGROUND ELECTRIC CONNECTION BETWEEN —UGT— UNDERGROUND PHONE SITE PIPING (SPEC —SAN-- SANITARY SEWER 02700) AND BUILDING OHE OVERHEAD ELECTRIC PIPING (SPEC 21 13 13, _OHT--- OVERHEAD PHONE 22 00 00). AS GS GAS SERVICE NECESSARY - (BY GAS CO.) SPEC 21 13 13 ® SAW CUT DENOTES LANDSCAPE IRRIGATION). BORE GRAVEL STOP —CALL BEFORE YOU DIGI Norman E. Goth. FL Uc / 57809, CA Ua / 27905 *r z P No.57 *' 849 - o y * w_ V) i ot i }!t/-' w STATE OF U. O a o W SHEETS BEARING THIS SEAL ARE o AUTH£NMAiED, RESPONSIBILITY FOR w ALL OTHER PLANS, SPECIFICATIONS = OR INSTRUMENTS ARE DISCLAIMED. I LL_ O I- z w to z O o U z w 2 O o mZ w _ V) Z M O w MapCL X ..■ Wv%0)W w tLW(0W 3: W CL w � ~ o W N F- a�Z°� m r* ui h � Mad' V cl co a z O I-- z U 0 W ° D_ w 0 N as z 0 V) L") O li. O11. f aoa WaM Z0 a_V) O or I- ° X Q � — J o C6 M J a J J 0 J = L U, aM W U, �Q O Q Na — z 0 � W W aZtON w Q0 N L� O a p W 0 0 M N _ 4 N..O w W O N N t9 W(a= W W m F Qln 0 z tn m a 3 Z 0 Uf tL w tr Q W z O Q ci v z � U w tl V) ° z e c� z 0 to z 0 DRAWN BY: CHECKED BY: W JTH NEG ° I DATE: 10/06/14 0 N REVISION: 11-12-14 T_ PROJECT NUMBER: 0 ZRH U SHEET NUMBER SU1 Norman E. Gath. # VIM% CA Lic 27W5 'yk 0VT R C* iN NOTE: 1. PROVIDE AT ALL WATER HEATER LOCATIONS. 2: BONDING AT WATER HEATER IS IN ADDITION TO BONDING COLD WATER PIPE AT ELECTRICAL SERVICE ENTRANCE. BOND METALLIC COLD AND HOT WATER PIPING AT INSTANTANEOUS WATER HEATER W/GREEN INSULATED CONDUCTOR CLAMP GREEN INSULATED BONDING JUMPER TO METALLIC PIPE, TYPICAL DIELECTRIC UNIONS WATER HEATER METALLIC WATER PIPE BONDING N.T.S. #6 AWG. CU. BONDING JUMPER TO NEAREST #6 AWG. CU. BONDING JUMPER TO NEAREST METALLIC GAS PIPING. METALIC GAS PIPING PER NEC SECTION 250.104. #1/0 AWG COPPER TO NEAREST E.C. SHALL VERIFY THAT GAS SUPPLIER'S METALLIC COLD WATER PIPE EQUIPMENT PROVIDES ELECTRICAL ISOLATION BETWEEN BONDED AND UNDERGROUND m SEGMENTS OF METAL GAS PIPING. a GROUNDING ELECTRODE CONDUCTOR #1/0 HORIZONTAL REBAR #1/0 AWG COPPER TO EXOTHERMIC WELD OR OR TIE WIRES BUILDING STEEL TERMINATE ALL CONDUCTORS REBAR TYPICAL AT PANELBOARD GIRD. BAR CONCRETE SLAB LOCATE NEAR EXTERIOR CONCRETE 4 a MAIN PANEL FOOTING _`- - 3/4" PVC PIPE SLEEVE Q NOTE: ELECTRICAL DETAIL IS FOR CONCEPT. ACTUAL FOOTING TYPE MAY VARY. BOND ONE REBAR IN THE FOOTING AND ONE REBAR IN THE SLAB WITH #2/0 AWG COPPER TO THE GROUNDING ELECTRODE. THE REST OF THE REBARS IN THE FOOTING AND SLAB ARE PERMITTED (PER NEC 250.52(A)3) TO BE BONDED TOGETHER BY THE USUAL METALLIC TIE WIRES GROUNDING ELECTRODE. THIRTY FEET OF #2/4 BARE COPPER CONDUCTOR. INOTE: GROUNDING ELECTRODE TEST MEASURE AND RECORD GROUND RESISTANCE FROM SYSTEM NEUTRAL CONNECTION AT SERVICE ENTRANCE TO CONVENIENT GROUND REFERENCE POINT USING SUITABLE GROUND TESTING EQUIPMENT. MAXIMUM ACCEPTABLE RESISTANCE: 25 OHMS. WHEN RESISTANCE EXCEEDS 25 OHMS; DRIVE AND BOND (#6 COPPER MINIMUM) ANOTHER GROUND ROD, ONE GROUND ROD LENGTH AWAY (MINIMUM 6'-O") AND REPEAT TEST. GROUNDING ELECTRODE & BONDING JUMPER(S) DETAIL N.T.S. NOTE: 1. BOND ALL NONCURRENT CARRYING METAL PARTS OF SERVICE EQUIPMENT (INCLUDING METER ENCLOSURE) TO GROUNDING ELECTRODE AS REQUIRED. PER NEC 250-92. 2. THE GROUNDED NEUTRAL CONDUCTOR SHALL BE RUN TO AND BONDED TO EACH SERVICE DISCONNECTING MEANS ENCLOSURE IN ACCORDANCE WITH NEC 250-24c. 3. BONDING OF OTHER ENCLOSURES SHALL BE IN ACCORDANCE WITH NEC 250-96. SERVICE EQUIPMENT GROUNDING AND BONDING SHALL BE IN ACCORDANCE WITH NEC 250-66 NEC 250-24 NEC 250-92 NEC 250-28 NEC 250-53 NEC 250-130 NEC 250-90 BONDING REQUIREMENTS N.T.S. NEUTRAL TERMINAL BLOCK CONDUCTOR TO GROUND METAL BOX ISOLATED GROUND RECEPTACLE 0 INSULATED EQUIPMENT GROUNDING CONDUCTOR EQUIPMENT GROUND BAR INSULATED EQUIPMENT GROUND BAR ISOLATED GROUND PANEL ICH PANEL SHOWN, SERVICE PANEL SIMILAR) r� INSULATED EQUIPMENT GROUNDING CONDUCTOR TO FEEDING PANEL'S EQUIPMENT GROUND BAR TYPICAL ISOLATED GROUND RECEPTACLE N.T.S. ALL SWITCHGEAR (PANELBOARDS, TRANSFORMERS, AND DISCONNECTS) WILL BE SUPPLIED BY THE OWNER (O'REILLY). SWITCHGEAR SHALL BE DIRECT ORDERED AND/OR RELEASED FROM THE LISTED ELECTRICAL EQUIPMENT DISTRIBUTOR: PANELBOARD SCHEDULE - MDP AMPS: 600 MAIN BREAKER INCLUDE: VOLTAGE: 120/ 208 NEMA 3R COVER PHASE: 3 PHASE EQUIPMENT GROUND BAR TYPE: SQUARE-D, HCN +MUST BE TYPE "HACR" BREAKER KAIC: 1 OK-35K CKT BKR. SIZE WIRE SIZE LOAD LOAD DESCRIPTION 1 225A/3P SEE RISER 52.65 PANEL MP & PLP 2 0 SPACE 3 +70A/3P #8s 28.4 RTU -1 (7.8 KW) 4 +60A/3P #10s 24.9 RTU-2 (7.9 KW) 5 +70A/3P #8s 28.4 RTU-3 (7.8 KW) 6 +60A/3P #10s 24.9 RTU-4 (7.9 KW) TOTAL LOAD=l 159.25 TOTAL AMPS =i 442.05 1 I ELECTRICAL SYMBOL LEGEND & I ABBREVIATIONS $ SINGLE POLE SWITCH $2 TWO POLE SWITCH $3 THREE-WAY SWITCH $MP MOTOR STARTING SWITCH WITH PILOT LIGHT $x CLASS 1, DIVISION 1 HAZARDOUS LOCATION RATED SWITCH ASSEMBLY $Pw WALL MOUNTED OCCUPANCY SENSOR EQUAL TO "WATT STOPPER PW-100" $Pw2 WALL MOUNTED OCCUPANCY SENSOR EQUAL TO "WATT STOPPER PW-200" d) SINGLE RECEPTACLE 6 DUPLEX RECEPTACLE 4 ISOLATED GROUND DUPLEX RECEPTACLE (ORANGE IN COLOR) 1 E3 4k 4 QUADPLEX RECEPTACLE (TWO DUPLEX RECEPTACLES IN ONE 2-GANG BOX UNDER A SINGLE COVERPLATE) 6 EXISTING UNPOWERED DUPLEX RECEPTACLE R ISOLATED GROUND .QUADPLEX RECEPTACLE (TWO ISO. GIRD. DUPLEX RECEPTACLES IN ONE 2-GANG BOX UNDER A SINGLE RED IN COLOR COVERPLATE) A' ABOVE COUNTER GFI (GROUND FAULT INTERRUPTING) DUPLEX RECEPTACLE WP(}G WEATHER PROOF GFI (GROUND FAULT INTERRUPTING) DUPLEX RECEPTACLE ♦ TELEPHONE OUTLET BOX WITH 1" CONDUIT TO ABOVE CEILING. �J JUNCTION BOX FlPc REMOTE PHOTO CONTROL Q COMPUTER DATA OUTLET BOX WITH 1" CONDUIT TO ABOVE CEILING. 4" SQUARE STEEL BOX MOUNTED FLUSH.ON FLOOR W/QUADPLEX RECEPTACLE (SEE ABOVE RECEPTACLE DESCRIPTION). SEE DETAIL 5/E2 FOR INSTALLATION OF BOX. ® 4" SQUARE STEEL BOX MOUNTED FLUSH ON FLOOR W/QUADPLEX ISOLATED GROUND RECEPTACLE (SEE ABOVE ISOLATED GROUND RECEPTACLE DESCRIPTION). SEE DETAIL 5/E2 FOR INSTALLATION OF BOX. MR 4" SQUARE STEEL BOX MOUNTED FLUSH ON FLOOR W/QUADPLEX ISOLATED GROUND RECEPTACLE (SEE ABOVE ISOLATED GROUND RECEPTACLE DESCRIPTION). SEE DETAIL 5/E2 FOR INSTALLATION OF BOX. OUTLET COVER SHALL BE RED IN COLOR. ® 2" x 4" RECTANGULAR STEEL BOX MOUNTED FLUSH ON FLOOR W/DUPLEX RECEPTACLE (SEE ABOVE RECEPTACLE DESCRIPTION). SEE DETAIL 5/E2 FOR INSTALLATION OF BOX. NEMA L5-30R - SPECIAL RECEPTACLE 4 MOTOR l XX/XX FUSED DISCONNECT (SAFETY) SWITCH W/ SWITCH AAPACITY / FUSE AMPAClTY AS INDICATED. 15 NON -FUSED DISCONNECT (SAFETY) SWITCH .� POWER OR LIGHTING PANEL W/PANEL DESIGNATION SHOWN ON PLAN (SIZES & MOUNTING INDICATED ON PLANS) XW WALL/CEILING MOUNTED. COMBINATION "EXIT/EMERGENCY" SIGN W/SHADING INDICATING FACES. EMERGENCY LIGHTING FIXTURE WITH BATTERY NL 24 HOUR LIGHT, WIRE AHEAD OF ANY LOCAL SWITCHES.. /--FEEDING PANEL AND CIRCUIT NUMBER(S) NOTE: EQUIPMENT GROUND CONDUCTOR NOT SHOWN PLP-11,13 CIRCUIT CONDUCTORS GROUNDED CIRCUIT CONDUCTOR (OR NEUTRAL) AC LOCATED ABOVE COUNTER RTU PACKAGED ROOFTOP UNIT RGS RIGID GALVANIZED STEEL AFF ABOVE FINISHED FLOOR TS TIME SWITCH BCU BLOWER COIL UNIT IMC INTERMEDIATE METALLIC TUBING W WALL OUTLET (46" AFF SEE CDU CONDENSING UNIT LC LIGHTING CONTACTOR MOUNTING HEIGHTS) EF EXHAUST FAN M MOTOR STARTING WP EFU ELECTRIC FURNACE R RED IN COLOR COVERPLATE X WEATHERPROOF (ENCLOSURE) X EXPLOSION PROOF ASSEMBLY FURN GAS FURNACE MP MOTOR STARTING W/PILOT LIGHT GFI GRD./FAULT CIRCUIT INTERRUPT AHU AIR HANDLER NL NIGHT LIGHT EMT ELECTRICAL METALLIC TUBING HP HEAT PUMP UNIT PEC PHOTOELECTRIC .CONTROL CM CEILING MOUNTED RGS RIGID GALVANIZED STEEL ELECTRIC SERVICE RESPONSIBILITIES SEE SITE PLAN FOR UTILITY COMPANY CONTACT. ITEM N0. DESCRIPTION (IF APPLICABLE) FURNISHED BY INSTALLED BY UTILITY CO. CONTRACTOR UTILITY CO. CONTRACTOR 1 SERVICE LATERAL X X 2 SERVICE LATERAL RACEWAY X X 3 METER BASE X X 4 METER X X 5 CT CABINS? X X 6 OH SERVICE RISER 0 BUILDING 7 SERVICE DROP POLE 8 SERVICE RISER 0 POLE X X g TRANSFORMER PAD PAD MOUNT TRANSFORMER GRAYBAR ELECTRIC CO. INC. 11885 LACKLAND ROAD ST. LOUIS, MO. 63146 MP 7 PANELBOARD SCHEDULE MAINS:225A MAIN LUGS ONLY VOLTAGE:208 ACCESSORIES: TYPE: SQUARE D, NQOD PHASE: 30,4W 1. EQUIPMENT GROUND BAR 4. **,'SQ. D' Q02PAF MOUNTING: SURFACE WIDTH: 20 2. ISOLATED GROUND BAR CKT. #15 & 17 SCCR: I OK AIC SPACE(S): 42 3. *** GFI BREAKER (#11) SUB -FEED LUGS CKTI CKT BRK WIRE LOAD DESCRIPTION (KVA) A(KVA) B(KVA) C(KVA) (KVA) LOAD DESCRIPTION WIRE CKT BRK CKT 1 20A/1P #10s CUTOFF SAW 1.73 1.73 0 SPACE 2 3 20A/1P #10s STARTER/ALT. TESTER 1.64 1.64 0 SPACE 4 5 20A/1 P #10s LATHE 1.70 1.70 0 SPACE 6 7 20A/lP #12s LIGHTING 1.63 1.63 0 SPACE 8 9 20A/1 P #12s LIGHTING 1.63 1.63 0 SPACE 10 1.1 ***20A/1P #12s WATER COOLER RECEPT. 0.54 0.54 0 SPACE 12 13 20A/lP #12s RTU RECEPTACLES 0.54 0.54 0 4.75 4.75 0 SPACE 14 15 **50A/2P #8s INST. WATER HEATER SPACE 16 11 4.75 4.75 0 SPACE 18 19 20A/lP #12s EXHAUST FAN 0.25 0.25 0 SPACE 20 21 20A/ 1 P # 10s STARTER/ALT. TESTER 1.68 1.68 0 SPACE 22 23 20A/ i P #10s STARTER/ALT. TESTER 1.68 1.68 0 SPACE 24 25 20A/1P #12s LIGHTING 1.02 1.02 0 SPACE 26 27 SPACE 0 0.00 0 SPACE 28 29 SPACE 0 0.00 0 0 0.00 0 SPACE 30 31 SPACE SPACE 32 33 20A/1P #12s BUILDING LIGHTING 0, 0.03 0 SPACE 34 35 15A/3P #12s VENSTAR SURVEYOR POWER MONITOR 0.03 0.03 0 0.03 0.03 0 0.03 1.78 1.75 SPACE 36 37 SPACE 38 3 COKE MACHINE (ONLY) #12s 20A/1 P 40 41 15A/1 P #12s DATA CONCENTRATOR RECEPT. 0.60 2.37 1.77 CRIMPER #12s 20A/l P 42 TOTAL PHASE A (KVA) TOTAL PHASE B (KVA) TOTAL PHASE C (KVA) TOTAL CONNECTED LOAD (KVA) TOTAL AMPS 5.20 11.51 1 11.07 27.78 77.11 M a 1 4 1:0 bill 0 ATTN: SANDI YOUNG - DIRECT LINE: 1 (314) 573-2082 OR SAM CAST - DIRECT LINE: 1 (314) 573-2081 sandra.young0graybor.com or samuel.cost®graybor.com TOLL FREE = 1-800-289-5254 TOLL FREE FAX = 1-888-280-0128 PLP PANELBOARD SCHEDULE MAINS:225A MAIN LUGS ONLY VOLTAGE:208 ACCESSORIES: NOTES TYPE: SQUARE D, NQOD PHASE: 30,4W 1. 'EQUIPMENT GROUND BAR MOUNTING: SURFACE WIDTH: 20 2. ISOLATED GROUND BAR SCCR: I OK AIC SPACE(S): 42 3^^*;SQ.rD^001 PA - w/ CKT CKT BRK WIRE . LOAD DESCRIPTION (KVA) A(KVA) B(KVA) C(KVA) (KVA) I LOAD DESCRIPTION WIRE CKT BRK CKI 1 1 20A/lP #12s SECURITY 0.50 1.62 1.12 LIGHTING #12s 20A/lP 2 3 20A/1P #12s LIGHTING 0.15 1.09 0.94 LIGHTING #12s 20A/lP 4 5 20A/1 P #12s RECEPTACLES 0.36 1.06 0.70 LIGHTING #12s 20A/l P 6 7 20A/l P #12s ISOLATED GRD. RECEPTS. 0.36 1.08 0.72 ISOLATED GIRD. RECEPTS. #12s 20A/l P 8 9 20A/lP #12s CHECK IN RECEPT. (LG.) 0.50 1.22 0.72 1 LIGHTING #12s 20A/1P 10 11 20A/1 P #12s ISOLATED GIRD. RECEPTS. 0,36 0.72 0.36 ISOLATED GIRD. RECEPTS. #12s 20A/1 P 12 13 20A P #12s SOLATED GRD. RECEPTS. 0.36 0.72 0.36 ISOLATED GOD. RECEPTS. #12s 20A 1 P 14 15 15A 1P #12s PHONE EQUIP. RECEPT . 0.72 3.72 3.00 BATTERY BACKUP (I.G.) #10s 30A/lP 16 17 20A/lP #12s RECEPTACLES 0.36 1.26 0.90 RECEPTACLES #12s 20A/1P 18 19 20A/1P #12s BREAK AREA RECEPTS. 0.36 1.44 1.08 RECEPTACLES #12s 20A/lP 20 21 20A/lP #12s LIGHTING 1.00 1.36 0.36 BREAK AREA RECEPTS. #12s 20A/lP 22 23 OA/1 12s LIGHTING 0.75 1.25 0.5 PRINTER RECEPTACLE # 12s 20 1 P 4 25 20A/lP #12s LIGHTING 0.20 0.56 0.36 ISOLATED GRD. RECEPTS. #12s 20A/lP 26 27 20A/1P #12s LAWN SPRINKLER CTRL. 1.00 2.63 1.63 LIGHTING #12s 20A/lP 28 29 20A/1 P #12s SITE SIGN 1.30 1.66 0.36 ISOLATED GIRD. RECEPTS. #12s 20A/1 P 30 31 20A/1 P #12s SITE SIGN 1.30 1.66 0.36 ISOLATED GIRD. RECEPTS. 12s 20A 1 P 32 33 *20A/1P #12s LED BULDING SIGN 0.52 1.82 1.36 SITE SIGN #12s 20A/1P 34 35 20A/1P #12s SITE LIGHTING 0.47 1.77 1.30 SITE SIGN #12s 20A/lP 36 37 20A/lP #12s SITE LIGHTING 0.47 0.47 0 mrwm%pp%l-.0 SPACE ksa NNW _ 38 39 20A/1 P #10s BATTERY 'RACK RECEPT. 0.18 0.18 0 SPACE 40 41 20A/iP #10s BATTERY RACK RECEPT. 0.18 0.18 0 SPACE 42 TOTAL PHASE A (KVA) TOTAL PHASE B (KVA) TOTAL PHASE C (KVA) TOTAL CONNECTED LOAD (KVA) TOTAL AMPS 7.55 1 12.02 7.90 1 27.47 76.25 NOTE: ALL BRANCH CIRCUITS SHALL HAVE AN EQUIPMENT GROUNDING CONDUCTOR ROUTED WITH THE CIRCUIT CONDUCTORS. THIS MEANS ALL CONDUITS MUST HAVE A GREEN WIRE INSTALLED IN THEM AND SIZED IN ACCORDANCE WITH TABLE 250.122 OF THE N.E.C. CROSS -HATCH REPRESENTS CIRCUITS ® THAT ARE ASSOCIATED WITH OPTIONAL STANDBY GENERATOR CONTROL. GENERAL ELECTRICAL NOTES 1. DRAWINGS ARE DIAGRAMMATIC & ARE NOT TO BE SCALED. SEE THE ARCHITECTURAL PLANS '& FIELD VERIFY 12. ALL DEVICES SHALL BE IVORY & SHALL BE EQUAL TO THE FOLLOWING: CONDITIONS FOR DIMENSIONS. SINGLE POLE SWITCHES -- 2. . ALL ELECTRICAL WORK SHALL COMPLY WITH THE EDITION OF NFPA 70-NATIONAL ELECTRIC CODE (NEC) AS THREE-WAY SWITCHES -- NOTED ON THE COVER SHEET. DUPLEX RECEPTACLE -- (SPEC 26 27 26) 3. ALL WIRING SHALL BE IN CONDUIT.PT THAT MAY BE SUBSTITUTEDY AS FOLLOWS: GFCI DUPLEX RECEPTACLE ISO. GIRD. RECEPTACLES -- A. MC -CABLE (MAXIMUM CABLE LENGTH OF 10'-0") MAY BE INSTALLED ONLY FOR BRANCH CIRCUIT WIRING TO LIGHT FIXTURES IN LAY -IN GRID CEILINGS. 13. USE DEVICE PLATES MANUFACTURED BY THE DEVICE MANUFACTURER. (SPEC 26 27 26) B. MC -CABLE (MAXIMUM CABLE LENGTHS. SHOWN ON DETAIL 1/E2) SHALL BE INSTALLED .INSIDE OF THE 14. FEEDER & BRANCH CIRCUIT CONDUCTORS SHALL BE COPPER, STRANDED, 600V THHN/THWN INSULATION. FRONT CHECKOUT COUNTERS. EXCEPTION: WIRE SIZES #10 AWG & SMALLER SHALL BE SOLID. (SPEC 26 05 19) 4. FEEDER CONDUIT SHALL B IMC R 0 T LL E M 0 RGS ABOVE GRADE &PVC BELOW GRADE WITH IMC OR RGS ELLS & 15. CONTRACTOR PROVIDE A TYPED CIRCUIT DIRECTORY FOR ALL PANELS. (SPEC 26 05 53) RISERS. INTERIOR BRANCH CIRCUIT CONDUIT SHALL BE ELECTRICAL METALLIC TUBING. EXTERIOR BRANCH _SHALL 16. CONTRACTOR SHALL PROVIDE A ONE(1) YEAR WARRANTY ON ALL. WORK PERFORMED. CIRCUIT CONDUIT SHALL BE PVC BELOW GRADE WITH IMC OR RIGID GALVANIZED STEEL CONDUIT CONTINUING 17, CONTRACTOR SHALL PROVIDE NEW WORKING LAMPS IN ALL LIGHT FIXTURES AT JOB COMPLETION. ABOVE GRADE. (SPEC 26 05 33) 18. CONTRACTOR SHALL COORDINATE WITH & SHALL INCLUDE ALL FEES FOR THE SERVING "ELECTRIC UTILITY CO." 5, COORDINATE ALL WORK WITH OTHER TRADES TO AVOID CONFLICTS. COORDINATION. DOES NOT MEAN "I WAS TO PROVIDE ELECTRIC SERVICE AS SHOWN. CONTRACTOR SHALL ALSO INCLUDE ALL FEES FOR THE "SERVING HERE FIRST." PHONE COMPANY" TO INSTALL NO LESS THAN 10 PAIR CABLE TO BUILDING. 6. ALL WIRING IN FINISHED SPACES SHALL BE CONCEALED, UNLESS NOTED OTHERWISE. 19. CONTRACTOR SHALL ARRANGE FOR & INCLUDE ALL PERMITS & FEES FOR HIS SCOPE OF WORK. 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING. A COMPLETE &FUNCTIONAL SYSTEM IN 20. CONTROL WIRING BY HVAC CONTRACTOR. FINAL CONNECTIONS BY HVAC CONTRACTOR. SEE SHEET M1. ACCORDANCE WITH THE INTENT OF THE PLANS, WHETHER OR NOT EVERY ELEMENT THEREOF IS SPECIFICALLY 21, APPROVED MANUFACTURERS: CALLED OUT, A. PANELBOARDS & SAFTEY B. DEVICES: C. FLOOR BOXES_ 8. COORDINATE ALL EQUIPMENT ROUGH -IN CONNECTION REQUIEMENTS. SWITCHES (DISCONNECTS): 9. ALL OUTLET BOXES SHALL BE METALLIC. (SPEC 26 05 34) -- 'SQUARE D' -- 'HUBBELL' -- 'STEEL CITY' 10. ALL CAULKING ON BUILDING PENETRATIONS SHALL BE ELASTOMERIC POLYURETHANE (NO EXCEPTIONS), EQUAL -- 'G.E.' -- 'LEVITON' -- 'APPLETON' TO "Vt1LKEM" 116. ANY CONTRACTOR WHO USES SILICONE OR ANY OTHER CAULKING WILL BE REQUIRED TO -- 'SEGMENS' -- 'PASS & SEYMOUR' -- 'HUBBELL' REMOVE & REPLACE WITH ELASTOMERIC POLYURETHANE. -- 'CUTLER -HAMMER' 11. RECEPTACLES INSTALLED IN RESTROOMS SHALL BE GFCI TYPE OR SHALL BE PROTECTED BY A GFI DEVICE.. (SPEC 26 24 00) (SPEC 26 27 26) (SPEC 26 05 34) 22. MULTIWIRE BRANCH CIRCUITS WITH A "SHARED NEUTRAL" ARE NOT ALLOWED FOR SINGLE PHASE CIRCUITS. 3P/600A SAFETY SWITCH, SQ.D. I -LINE, HCN, NEMA 3R, 208V, 30. COVER MUST HAVE LOCKING OPTION. ELECTRICAL CONTRACTOR TO PROVIDE NEW LOCK WITH TWO SETS OF KEYS FOR OUTSIDE PANEL. 2" CONDUIT WITH 4 - #4/0, 1 - #4 GROUND AND 1 - #4 ISOLATED GROUND ALL OPTIONAL STANDBY CIRCUITS SHALL ORIGINATE IN PANEL"PLP" AND BE ROUTED THROUGH TRANSFER SWITCH "E". TERMINATIONS IN TRANSFER .:: ' `. = SWITCH "E" SHALL BE MADE ACCORDING TO "TRANSFER SWITCH SCHEDULE" FOR PANEL "E". CONTRACTOR TO PROVIDE AND INSTALL ALL LABELING FOR SWITCHES. RELIANCE NON -AUTOMATIC (MANUAL) TRANSFER SWITCH WITH CAPACITY FOR SIX(6) SINGLE POLE CIRCUITS. DO N EXCEED 60 MOUNTING HEIGHT FROM F.F.E. 3/4" CONDUIT WITH THREE #10 THHN AND. #10 GROUND A RELIANCE OUTDOOR RECEPTACLE. SEE} SHEET E2 FOR LOCATION I METER SOCKET, INSTALL BETWEEN 5'-6" & 6'-6" EMPTY 1 " NOTE: 1. SEE SITE UTILITIES PLAN FOR METER & TRANSFORMER POLE OR PAD MOUNT LOCATIONS. 2. BOND ALL NON -CURRENT CARRYING METAL PARTS OF SERVICE EQUIPMENT (INCLUDING METER ENCLOSURE) TO GROUNDING ELECTRODE AS REQUIRED PER NEC 250-92, 3. ALL ELECTRIC SERVICE EQUIPMENT, PANEL BOARDS, CIRCUIT BREAKERS & FUSED SWITCHES SHALL HAVE A MINIMUM 10K AIC INTERRUPTING RATING, IN ACCORDANCE W/ NEC 110-9. 4. THE GROUNDED NEUTRAL CONDUCTOR 'SHALL BE RUN TO & BONDED TO EACH SERVICE DISCONNECTING MEANS ENCLOSURE IN ACCORDANCE W/ NEC 250-24. 5. BONDING OF OTHER ENCLOSURES SHALL BE IN ACCORDANCE W/ NEC 250-96. 6. ALL ABOVE GRAD FEEDER CONDUIT SHALL BE IMC, CONDUIT CONTRACTOR SHALL SUPPLY AND INSTALL THE FOLLOWING: *(2) 3" PVC, SCH. 40 CONDUIT FROM ELBOW TO ELBOW *(2) SETS OF 3" RGS .ELBOWS(36" RADIUS) *(2) 3" RGS RISERS ABOVE GRADE ® METER & 10' AFG ® POLE *PROVIDE PULL WIRE INSIDE CONDUIT CONTRACTOR SHALL COORDINATE CONNECTION W/SERVING BUILDING WALL ELECTRIC UTILITY #2/0 AWG COPPER GROUNDING ELECTRODE RGS ELBOW 1 2 CONDUCTOR TO ELECTRODE L2 SETS OF 3" CONDUIT EACH WITH 4 - 350 MCM E3 GROUNDING ELECTRODE ELECTRIC SERVICE DIAGRAM C600AMP/3-PHASES N.T.S. w 0 a - a 0 w s 0 w 10 FINISH GRADE RGS ELBOW Nor., Li rn A i NO.57809 �= o lAu STATE OF A0 U- w SHEETS BEARING THIS SEAL ARE w AUTHENTICATED, RESPONSIBILITY FOR w ALL OTHER PLANS. SPECIFICATIONS = OR INSTRUMENTS ARE DISCLAIMED, t- Li O z z w In z O Q f�a�L w rim cy O rl 3: o 1 Z Zoc0 WothW w w � � w IL 0aCi� o � = W N � - r 40 3 0 0 0 ~ - r N 0 (9 v cm m ° z O 1= W W ° cr mjCL � 0 J z 0 0 N w w In w lL O Ir Qz V O aoco 0 a M W uj f.. 0 w F- �J� a� J Q LL Q! �0 J M W .3 J 0- W -J J =w a iL .. 0 w w (a = W a Q cy a W J z a Z v- t0 N W w U > w w � Qm z o a p 0 Li- O ro�o z �I w O 7 J N N 13 ID M I i 2 F- t!1 LL Ni r�•! ►- M a 3 z w Q w V) Enz vi z DRAWN BY: CHECKED BY: In Li JTH NEG ° DATE: - - 10/06/14 0 N REVISION: 11-12-14 = O w PROJECT NUMBER: d ZRH ° SHEET NUMBER UO \ \ - �t it r� it If I t !t PROPOSED s CLF i ,o 7,453 SF ONE STORY BLDG 1 10" I !j • MIN FFE = 105.67 NAVD 88 (` (, _ -� A f SIISEWAUf RAMP wrrii DETECTABLE WARNING N SURFACE, PER FDOT1. ' ,'• ` INDEX 304 (CR-F). 1 � I, ei E nNG t� ! r 2tI' a 1 ' • RIGHT IN ADDITIONAL PAVEMENT 'm co 4ni r ! RIG OUTAREA OF 816 SF (FULL I i A Fps DEPTH ASPHALT) ( FDOT TYPE it r 8 1 Q ' } " R50� . 5, 1 1: \ N ti F.I.R. 1/2*; e is •,,.r!' r r EXISTING •''`'... r FULL •- `, ; (! f ( f 1 9 ;:z >> -- : �: •:'' ,� ACCESS �� orok !77 (r •�� ! ! i' ! ! I ,...+ .TYPE v� `�- . \ ` T.e.M. APN _7 1 �.') Y� JS.P.K./DISK !! jf 2 j ' I �,..•', �;' K `.!!'I :.: \� { Q \ s,1 ELEV= t0 as, I P.P. 181s sEb SIGN ` �p f f ( /� •Q••" `a' (sue sAs) ` �� ZA f( (( a ( f ! \ '' — _.... l I < • - - ENdf.08UH�.,, - - . •;•.." r � "•'�,'1 \ a 7MS4i i \ SEE 11 EXISTING \ RIGHT IN �R TRAFFIC # RIGHT OUT N PARCEL 1 !� F,P.K. NAIL DISK \ `` ACCESS�;r„._ �, �' fl 6688 _FIE p !r( (t - / Imo. •-•�i ` •w 4 t :f. q k z ' X`' 1^T x w - EL.EYg f i.�d>Q • Q� F60f ii�E WHEEibidP ° ., .. �,• 2 P.Q.B. \ \ V. !1 !f 0 , J FLJRBTrYP.j :. Icy PARCEL 2 \ \ . '�.• (i ( 8 r S.C.1,R. V8" \ '; ti( ; •(r (� �„j J : "` _ no- - h .o- 4 LS 7425r {\\\\ Pz j ( 4 +. . S z ( 4 110 m0 r! :: (: Q ! I PROPOSED S1QId BICYCLE RACK 1 aL 4W CONC. PAD 4 : !_ ( )7 9 ::: � SWIM cSpsswAu< •: 5+ VITH V WIDE WHITE STRIPING, 2% MAX CROSS -SLOPE Tl �a 40 jl 1� 10" • — .......... 10' {I fi 8 \ F.I.R. 7/2" Z ..... S. LINE OF TRACT 11 ( j (BENT), 0.83' N. — � .— .._...... — .— ._... -_ — —. _.,.. _......_. — — . _ ...._ — — — _. — — ,_... F•I.R. I 2' ! I AND I C.M. 4",.r ✓'� \ ✓ % --- — — ___. — ...,_ — .._.....� ._.....-,....... —.. _.._ __ —. _.....— — — — — — _........ — — 0.50, S. ✓ _ — ✓ .- P.O.C. INTESECTION OF S. NEROF TRACT* 112 ` 1 , , �'° •. / & W. ROAM OF FORT : ✓ 4 ✓ i '� �-,:",., KING R { 4 r � r r r r C'rrr r r/ I , / I 0' 20' 40' SCALE: 1" = 20' SITE LEGEND 61 HANDICAP PARKING SPACE --- ... --- ... --- ROW/PROPERTY LINE . .................- ..................... CENTER LINE OF ROAD PROPOSED CURB __ ._................._. EXISTING EDGE OF PAVEMENT I TYP HC 11 RV LF SF SIGN LEGEND NO TEXT OR SYMBOL SIZE R1-1 STOP 306)w R3.1 NO RIGHT TURN 24Wr R3-7 LEFT LANE MUST TURN LEFT 30"x9(r R5-1 DO NOT ENTER 30`)w R6.1 ONE WAY 36"x12" ALL SIGNS SHALL CONFORM TO THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. STRIPING NOTES: CONCRETE PAVEMENT/ SIDEWALK ASPHALT PAVEMENT TYPICAL HANDICAP PARKING COUNT 5` RADIUS LINEAR FEET SQUARE FEET 1. TYPICAL PARKING SPACE SHALL BE STRIPED WITH A V WHITE STRIPE. 2. SEE DETAILS FOR HANDICAP PARKING. 3. STRIPING AND PAVEMENT MARKINGS SHALL CONFORM TO THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES. PROPOSED CONSTRUCTION NOTES: 1. ALL CURB RADII TO BE 3 FEET AND AT FACE OF CURB, UNLESS OTHERWISE NOTED. 2. ALL DIMENSIONS FOR INTERNAL PARKING LOTS ARE TO THE FACE OF CURB, UNLESS OTHERWISE NOTED. 3. CONCRETE SIDEWALK RAMPS SHALL BE INSTALLED ACCORDING TO F.D.O.T. INDEX 304 OR A.D.A. STANDARDS, WHICHEVER IS MORE RESTRICTIVE. FDOT NOTES: 1. ALL WORK WITHIN THE FDOT R/W (SR-41) SHALL BE IN ACCORDANCE TO THE FOLLOWING DOCUMENTS; FDOT DESIGN STANDARDS FOR DESIGN, CONSTRUCTION,MAINTENANCE AND UTILITY OPERATIONS ON THE STATE HIGHWAY SYSTEM, 2010 (STANDARD INDEXES) FDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION (LATEST EDITION) 2. MAINTENANCE OF TRAFFIC SHALL BE IN ACCORDANCE TO FOOT INDEX 600,613 S 660. 3. ALL CONCRETE WITHIN THE FDOT R/W SHALL BE W THICK (CLASS 1) 3,000 PSI W/FIBERMESH. 4. ANY DAMAGED SIDEWALK OR CURBING ALONG THE R/W SHALL BE REMOVED AND REPLACED. 5. WORKING WITHIN THE FDOT R/W IS RESTRICTED SUNDAY-THURSDAY 8.`00 PM - 5,30 AM. Sunshine81�1:com �W�--vi—Ozt/1 OQWW�.1 W 3 0 cc w ogi I— r�-� w0 Y Q OcazW�oFc �k4 z���dc aav pAj a ce o M N * W Q 0 Z � com0 i 3 9 A' 4 U M «� Coo a= UJc4uC m�Mr o-� 0X� a a`° x <c > N LL C7 a. LL. cD0z(9w zzoza V/ arzi=)I- LL, .1 > > Z5�-� (D�aCD Qz�Z a J�cr U ty U- LL a a L a CL M x cr) Z Mo g CL IT o ° 0 mi L' Z D J O J V Q J = z W W O N CC O 0 m E T N O m Ell h II rl t x ,yob i f Qi x 1°h t tih s rr 1 ti EROSION CONTROL I --} SILT FENCE "P) 24" M.E S. 16" ,,• •�� 01,006.5 r { J 4 ti ' INK EL= 100.6i r � •• r 0�•�" O6. EX. EOPWE � x -e 1 EXISTING RIGHT IN SAWCUT LINE �x _ 02 f ����� RIGHT OUT ME ET EXVEMENT D 1 GRATE ELAND MATCH FDOT TYPE 10Ci 50 fob I ACCESS 1 "fir- E INV. EL. = 100.90 R EX. EOP h ph' 4 132 fr I !t ai tK' q^� x 15" 103 A ti mop,• �` @ 0. ryb fog' 24" M.E.S. --� tipa ! bINV. EL= 99.81': + �� x it i! i i } EROSIONSILT NCECONTROLP) f � 4" ' I poso � � i 01' \ �b � tx2 � i �b 410 C. b� 'x- F.j.R 1/2t"-n \ \ do\ \ of �� b-2 Cb \W `\ FULL P CC ,- r,.r•'' :I'�` soh \ ti°b i { 1 { I } I do ffol x } Xl0�.I2 x } 105.40x } { LF OF RCP/ADS C3 38% SLOPE x x lt?5ji4 x rr ah= 0q EX. STORM INLET a GRATE EL.104.88 INV. EL. 102,49 10 x� oh• ohol b Ohb X y \ EX. 15° CMP �%� STORM PIPE /•_rd 105. TO REMAIN 05 MEt 7 / NG x "°b� 4 L b x ESS2 � �css ��-� \ q -A CUT LINE, \ AND MATCH y -, LVEMENT y ..- �ti4 EqOq \ %k M.I.--? � �. �"'i•�+ \ � ohs � P0.8. �r PARCEL f 1 x 0 F.P.K. NAIL/DISK / 4 X E xe W-`"""' T. i�. M, .2 MAINTAIN EXISTING POND P S.C.I.R. ELEV= 105.8 1' •-P. 0. 8. x �i PARCEL 2 S.C.I.R. 5/8' LB 742' 1 EX. 18° CMP STORM PIPE ti x $ TO REMAIN 1 c FDOT TYPE C INLET GRATE EL - 104.60 N INV, EL. = 101.7± (EX.) T.E.A4, 1 S.P.K.%DISK ELEV- 105.05' A '°*b 'o2 N 3S & W INV. EL.100.40 jai t o�`b 2 0 " Ilk 46 aF O SLOPE RCP/ADS W Elp x x PROPOSED SIGN x 1 I105.$4 x o� ��2 x ME% SUMP TO xi !i c� INV. EL. = 100.2 F.f.R. 112 :W gAx bW/RIP RAP x 1 PROPOSED 8 CLF 24" M.E.S. o 12 x . •.. n� x y as x°-c• 1 � G .. \ h xx SF ONE ST0016 l DG �'°le x MIN FFE-.�4ii5.67�j4AVD 88 b x 4 �-9A x 1a 1 x x h ROOF RUN OFF FROAiFti4� °a do°' : y i } EX. EOP x xti I I EXI TING sawcUT LINE, 7 I ti°�°� �p`�� �° �� x `4 TO PAVEMET OR POND Q _ { EROSION CONTROL / MEET AND MATCH J }�r„� p5 otb 1 d ; 2: SIDE DE SI. ARE SILT FENCE (i YP) } { RIGHT IN EX. PAVEMENT 3 89 RIG OUT Ex. EOP 2 {04.0 �� x �° �o x gB WT = i call ti t A ESS �° _ _ _ .�"°2 ti4,�. } �o�. •s-.rir ,�o` x ,gyp C /,�'�A o p {. £- EX. POND TO BE xti°Z T.O. y ^° 41 REGRADED AS SHOWN 10" : -a- Q x��2.°...... �4 ° x o`��b x�o�ti X w.INV x..�} tk �� 1..... 101 .:.,. tio2' x I �on�. ''° ; j -- '�- • .,o \SIR -10 G i =9 T. !y x ° tk, x 10 2�' x �°! j �'� A 3 1:0. 103.5 / tio°` 126 LF OI; t5° RCP/ADDS xti ti4 103.9 N 7 do !/?" 2{D .� , Q�� ... x1/1`� ....,��L`f.'w�` 'iI'�' g ........... .,.... -..... w. :......:....w......SS. LINT ..'F...rRAC! } } Id1, c'a (BENT), 0.89' N. 1° FDOTTYPE CINLET "\ �._.._ :s.._ _ .......__ __s_.._ _� ,_ _ _� I^R. 1,�z� . 02 r24" M.E.S. } S 0 " D-2 -� 't .- _ - _ _ _ . _ _ _ 10.72 _..., INV EL= 98 33 rb2 AN Fr-.M. 4 , GRATE EL 102 00 °I €rom, S. E INV. EL. = 99.40 i ,�p's� \ \ y; Q.ti�a°I o,��b°h C. C. } MAINTAIN EXISTING DITCH -' .- \ s •.- �° tio2' IN�ItSEETION OF S. ! 01.67 k� ,.' ✓ LINE OF rRACT 112 41 b AAA 01�` KIN ' R�3i4D OF FORT 4E.S. INV, EL= 97.72' •" 1 �� r 13 { h 124 M.E.S. INV. EL= 97.50' 4� x per' x 1°~ EXISENQ ST E& STRUCTUK DATA ~°° \ °° i °� -'�� �; STR.-3 (00. VERTICAL PIPE STRUCTURE) TOP EL- 104.89 \X r / / ; tip° f 1 180 C.M.P. S. INV. EL- 101.84 �, SKIMMER ELEV= 105.30 } 4 ti o .._. �.,.. _ �� � • r G i.-9 ({�zATE INLET) TOP EL- 101.12 ,goo moo f BOTTOW EL= 94.62 x ti°22 I F r 740 INVERTS FOUND s J f j STR-10 (C.M.P. VERTICAL PIPE STRUCTURE) TOP EL= 103.20 j 150 C.M.P. W. INV. EL- 100.13 -.,'t SKIWER ELEV- 103.70 x 'UNABLE TO DETERMINE OUTFALL OF W. INV. k � i 24" M.E.S. INV. EL= 96.51' I Q00; imX GRADING LEGEND ----• • • • --- ROW/PROPERTY LINE Co �Ec� EROSION CONTROL Wa:) i YP TYPICAL N < cc INV. EL. INVERT ELEVATION a cn�IZZ t-- O 49.58 EXISTING ELEVATION Wc�Ww a 0 w v v v Am PROPOSED SPOT ELEVATION co D0-aa }' a Ix W o' cul 0 /{ MATCH EXISTING GRADE 0�uj� a. 0 N y © o» ® DRAINAGE INLET co co cc a a MITERED END SECTION 0' 20' 40' a�c �►•�- SURFACE STORMWATER FLOW �� SCALE. 1 = 20 0 ` d FFE FINISH FLOOR ELEVATION .-aoo ASPHALT PAVEMENT z c¢w>-m-ozm CL W ITOom UWI � W og .a H LL�u'i� zozwO- �¢a¢0-.0 c'0 fa, ni � v a a o ALTERNATIVE PIPE MATERIALS NOTES: ALTERNATIVE PIPE MATERIALS MAY BE USED AS STORM PIPE MATERIAL UNDER THE FOLLOWING CONDITIONS: 1. OUTSIDE THE LIMITS OF THE ROADWAY OR PAVED AREAS 2. WITHIN THE PRIVATE ROADWAY OR PAVED AREAS WHEN DEPTH OF COVER MEETS THE REQUIREMENTS OF FDOT INDEX # 205 3. ALTERNATIVE PLASTIC PIPE TYPES INCLUDE: a.) ADS N-12 WT IB HDPE b.) CONTECH A 2000 PVC c.) HANCOR SURE-LOK WT HDPE 4. ALTERNATIVE CONCRETE PIPE INCLUDES ERCP CLASS 111. 5. FINAL APPROVAL FOR PIPE MATERIAL SHALL BE AUTHORIZED BY ENGINEER OF RECORD PRIOR TO CONTRACTOR PURCHASING MATERIALS FOR INSTALLATION. 6- MANUFACTURER'S PIPE BEDDING REQUIREMENTS, OR LOCAL JURISDICTIONAL CODE STANDARDS, WHICHEVER ARE GREATER, ARE TO BE INCORPORATED WITH ALTERNATIVE PIPE SELECTION. 7. LOCAL JURISDICTION PIPE MATERIAL RESTRICTIONS WILL GOVERN. NPDES NOTES: I . PRIOR TO CONSTRUCTION THE CONTRACTOR SHALL PLACE SILT FABRIC FENCE AT THE UPSTREAM END OF ALL STORM SEWER PIPES UNTIL INLETS ARE COMPLETED. 2. WHEN THE CONSTRUCTION OF INLETS ARE COMPLETED THE CONTRACTOR SHALL PLACE SILT FABRIC FENCE IN PLACE AS PER DETAIL. 3. THE CONTRACTOR SHALL SEED AND MULCH OR SOD SWALES AND PONDS PER SECTIONS, IMMEDIATELY AFTER CONSTRUCTION IS COMPLETED AND PROMOTE QUICK REVEGETATION. 4. THE CONTRACTOR SHALL CHECK ALL EROSION AND SILTATION CONTROL DEVICES AFTER EACH RAINFALL AND REPAIR OR REPLACE THEM AS REQUIRED. SILT FENCES TO REMAIN UNTIL CITY/COUNTY ACCEPTANCE. 5. THE REQUIREMENTS LISTED ABOVE SHALL BE CONSIDERED MINIMUM REQUIREMENTS AND THE CONTRACTOR SHALL USE WHATEVER METHODS HE DEEMS NECESSARY TO PREVENT EROSION AND SILTATION AS MAY BE REQUIRED FOR THE PROJECT. 6. DEWATERING METHODS OF WELLPOIN71NG AND DIRECT BURIAL "SOCK" PIPE SHALL BE UTILIZED. 7. DEWATERING DISCHARGE SHALL BE DIRECTED TO A SEDIMENT SUMP PRIOR TO BEING DISCHARGED OFFSITE. GEOTECHNICAL REFERENCE: THE DESIGN OF THE PROPOSED IMPROVEMENTS HAS CONSIDERED THE FINDINGS AND RECOMMENDATIONS PRESENTED IN THE FINAL GEOTECHNICAL EVALUATION PREPARED BY UNIVERSAL ENGINEERING SCIENCES AND DATED MARCH 3, 2014. DATUM NOTE: ELEVATIONS ARE BASED ON NAVD 1988, AS PROVIDED BY EXTREME SURVEYING OF FLORIDA, INC. NAVD '88 TO NGVD29 CONVERSION = NAVD'88 + 0.85' = NGVIY29 DRAINAGE STRUCTURE NOTE: SOME DRAINAGE STRUCTURES MAY REQUIRE A TYPE "J" OR "P" BOTTOM IN ACCORDANCE TO FDOT INDEX 200. wunsh n i oe'co 0 N Qo ate. M W 0 mo w Jm = WNa o m o x 0 N Gt co)a ta. ¢ (D gzc�va zzoz� Qz►-�- Uuj 3 z�" `!• ¢+ 0 [_ a off- cn A ezuzZ a-��c1c ti r J a W a Z � Q 0 a° Z o° cr U. o J � Q J 0 � � Z a J = CC W N ('3 m 0 o Z a S E T 5 N 0 CC 1nI U VU m \ \ \ \ ; r V _row\ \ \ f! I f ii b D\ \ EXiST1NC# FIRE 11 HYDRANT FUR, t/2� !! EXISTING OVERHEAD ,,. �- � , . �� • ` ®P ELECTRIC (iYP) r r ..ram' f\ �. �r i I / 1 .__,,�•, a�-� _ r \r j XMIN I \CCESS I I i .•• PW V \ f +` �•E APPR f ! ! 13 f ! / ••.��•••./ K 7�"- WAST&AkR'SERVICE'iMATE LQCATION OF EXISTING S", t'A ! 7 } / .coerlTtACTOg To vtw-Y LOCATION. ! f f 24 M.E.S. 16" �,/► • • T fi SITE AF�iD CONDITIOPi.PRiOR TO INV. El= 1CIO.&1' F.P.P. 31 1800000•• " INSTAI_IA"OFPROPOSED \ 1! f f o 1►' / F f WASt WATEF(•SER1t10E UK • jfw PROPOSED SIGN s I : 7,453 SF ONE STORY BLDG Xro14 MIN FFE — 105.67 NAVD 88 t \ �' � �. I RIGHT IN 1 RIG OUT if g q . :►£ A S t / � � I T.O. '�' --- -- ..._ ..................... �.. •. ff fl I " --- — — T. loll t d. A .+.q.•.•.r....r..-.ra�•..w-:.� r --� - rr: s r .i•i"+ - _ _ _ ....... __...._....�...__, 112 N S"4d'�' 1M r .;,- yam.._.. .... _ g. S. LINE.OF TRACT / " . i � a •ire i i i ♦ s•• • .•••.•err •.♦. .. • arm.•.•.". } 1 !! 24 M.ES. (BENT), 0.89' N. "\ „ ____ F.I.R. 1/2 ; I 11Ni/ ELF 98.3 4 0.50' SAND .M. 4� �.._ .. _ __.__.•.____._.,._._.__.........•..------------------ g i ` P. o. C. INTERSE"CNON OF S. LINE OF TRACT 112 1 t -t I .� :- `& W. R/�4y OF FORT r .r' - - KING RUAD 4 O .-.- b, , " ..-__-__-_-__- _ _ __ _ — El�6, .S. INV. CL= 97.%2'Z l t 24 M.E.S. INV. EL- 97.50' i p ♦ `'� �' ' '" i PROPOSED GRADE EL 104.85 a , N C TOP = 101.90 15" RCP O STORM PIPE IE100.45 a SEWER PIPE a *TOP - 9B.Ox *IE = 97.5± *ELEVATIONS ASSOCIATED WITH EXISTING WASTEWATER PIPE )- hJ ARE CALCULATED USING BEST AVAILABLE INFORMATION, 24 n M.E.S. INV. EL= 96. 51 ' CONTRACTOR TO LOCATE EXISTING WASTEWATER LINE PRIOR M TO INSTALLATION OF PROPOSED WASTEWATER OR STORM PIPES AND NOTIFY ENGINEER OF ACTUAL ELEVATIONS. 06 06 CROSSING #1 NOT TO SCALE EXISTING SANITARY TABLE (SMNTARY k4NHOILE) TOP Et- t05.55 N. 11W/. EL- 96.15 11NV. EL- 96.15 W. 1NV. EL- 96.20 T.B.M. 1 S.P.K./DISK ELEV- 105.05' APPROXIMATE LOCATION OF \ EXISTING WATER METERS AND \APPRt)XI E LOCATI OF \ BACKFLOW PREVENTION DEVICES, tP PasTm W ER METER AND r SOURCE OF IRRIGATION 1Wy KFLOW ON E r ! I EXISTING P a \ r I RIGHT IN "' / �� ;1' P. Q.B. F f ! RIGHT OUT ! PARCEL 1 \ \ Y \ k F.P.K. NAIL/DISK ACCESS ' INSTALL ` \ LeAtvouT; v w d # ! CONNECT TO EXISTING 1f 1; ,. WASTEWATER SEhVICt AT .� �� • APPROXIMATE LOCATION OF EXIST1N�i INVERT ELEVATION. • EXISTING WATER SERVICE TO SITE --T.B.M. 2 \ ELEV= t 05,81 ' !. !i `z l �. • w CUSSING #1 I Q ,,,•,1 EXISTING OVERHEAD 4) 1 , ' d �- < • ELECTRIC7YP) PARCEL t R s" 24 ALES. LB 7425 NAtlsWASTEWATERbINV EL= 99.8t \ ! SERVICE TO BUILDING CONNECT PROPOSED Y WATER SERVICE -J Ca? 1.00'>Ir MIN. SLOPE TO EXISTING WATER SERVICE, CONTRACTOR TO VERIFY LOCATION, SIZE \ i i ` • (i ` w .. _ : - - a t'' - AND CONDITION PRIOR TO INSTALLATION \ INSAI1. trLEANOUT OF PROPOSED WATER SERVICE LINE \ r}# I l f fi" WATER SERVICE O 1 1 d A } , TO BUILDING e WATER AND WASTEWATER • PROPoskD SIN. � i • SEE SARCCHIITEcrulU PLANKS 1 !� d F.I.R. 1/2" FOR CO"NUATION ` Zvi if 1! y 24" M.E.S. t {� ) INV. EL= 9&411 "' J r UTILITY LEGEND SAN SANITARY SEWER IS PROPOSED CLEANOUT ® EXISTING WATER METER Ix EXISTING FIRE HYDRANT m EXISTING WATER VALVE so EXISTING BACKFLOW PREVENTION DEVICE WATER ip MAIN I rn vi N 4S DIP ELBOW 0' 20' 40' SCALE: I" = 20' FINISHED GRADE STORM OR SANITARY SEWER PIPE " I �:i 00 THMETHOD TOO BE USED WHEN INSUFFICIENT COVER EXISTS TO ALLOW WATER MAIN TO CROSS ABOVE SANITARY SEWER LATERAL WITH 18" VERTICAL SEPARATION AND MAINTAIN 36" MIN. COVER TO FINISHED GRADE. WAITCROSSING DETAIL Lu SERVICE LATERAL NOTE: IT IS THE RESPONSIBILITY OF THE CONTRACTOR DURING THE INSTALLATION OF ALL SERVICE LATERALS (SEWER AND WATER) TO COORDINATE ALL VERTICAL CLEARANCES/CONFLICTS WITH EXISTING AND PROPOSED PIPING, CONDUITS, AND SOFT U ILMES (EXISTING AND FUTURE). EXISTING UTILITIES NOTE: CONTRACTOR SHALL FIELD VERIFY THE LOCATIONS, ELEVATIONS, AND DIMENSIONS OF ALL EXISTING UTILITIES AND SHALL NOTIFY THE ENGINEER OF ANY DEVIATION FROM THE PLANS PRIOR TO PROCEEDING WITH ANY PROPOSED CONSTRUCTION. DATUM NOTE: ELEVATIONS ARE BASED ON NAVD 1988, AS PROVIDED BY EXTREME_ SURVEYING OF FLORIDA, INC. NAVD'88 TO NGVD29 CONVERSION = NAVD'88 + 0.85' = NGVD'29 UTILITY NOTES: 1. CONTRACTOR TO NOTIFY ALL UTILITY COMPANIES FOR EXACT LOCATION OF UNDERGROUND UTILITIES PRIOR TO CONSTRUCTION. 2. CONTRACTOR RESPONSIBLE FOR ALL UNDERGROUND CONDUITS AND WIRING TO SIGNS AND LIGHTING. 3. SEE ARCHITECTURAL/MECHANICAL ENGINEERING PLANS FOR FIRE PROTECTION DESIGNS AND SPECIFICATIONS. 4. THE CONTRACTOR SHALL EXERCISE EXTREME CAUTION WHEN EXCAVATING IN PROXIMITY OF ALL UTILITIES. EXISTING UTILITY LOCATIONS SHOWN ON PLANS ARE NOT EXACT OR GUARANTEED. NOTE TO CONTRACTORS: BEFORE BEGINNING SITE WORK, THE CONTRACTOR IS REQUIRED TO FIELD VERIFY THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITIES AND OTHER FEATURES. THE CONTRACTOR MAY CONSULT THE UTILITY OWNER'S RECORD DRAWINGS, BUT THE UTILITY OWNER AND THE ENGINEER DO NOT GUARANTEE, BY IMPLICATION OR OTHERWISE, THE ACCURACY OF THESE UTILITY OWNERS RECORD DRAWINGS. SITE CONTRACTOR SHALL BE FINANCIALLY RESPONSIBLE FOR ANY MODIFICATION REQUIRED OTHER THAN SHOWN ON PLANS. Sunshine8l�i,com V_ V_ V_ rr•,,0,maoT. lcoEffiHi acw>-cn-Oztn cc V_ GC7mwz �gw o 9it 0 _3 p LU I- IL d Y a a�q o� Zbzwb- �c�°`0. 0 a V O w a 0'r3 a D H E T 0 k 0 N 1� Q V ¢ °C Q Ol N cc CID o0 �w y U �m �00a: aZ N C6 WCC c)me' �tGo 0 Mav X<> ON G_ C9 a. LA- , z Zt11 Z z O z � wZ►a--> z a N z z "� v V LL a J W tr o a M x 21 VUUU m OC cr --2 -3 ov Vo 4 � » Q16'' ' 1 p EXISTING ? I EXISTING TREE TO REMAIN RIGHT IN—`""" SEE TREE BARRICADE DETAIL (TYP.) RIGHT OUT j 1 ACCESS SOD SOD Zvi i�" A. SOD .ir'' 0ow EXISTIl�TG FULL ACCESS QV Z PROPMDSM� (5*19 ON 7 BASE) \ A \ 1 i BAHIA f j SOD Ap let k 80 . EXISTING TREES TO REMAIN SEE TREE BARRICADE DETAIL (TYP.) 133 EEG I pg py,y EXISTING TREES TO REMAIN L- SEE TREE BARRICADE DETAIL. (TYP.) UA .r b- �s o - PM _._.._. .... _. N P E 4� --` f TREES TO BE REMOVED \ .�.... SIZE ' ap. 12"\ QV 20" I kf.E.S.-4 1 30" I • 7,453 SF ONE STORY BLDG r �� MIN FFE = 105.67 NAVD 88 i� 1 u► \ PM 2 VEHICULAR USE AREA CALCULATIONS j 1 VEHICULAR USE AREA = 21,661 S.E. REQUIRED INTERIOR GREEN AREA (21,661 X 10%) = 2,166 S.E. INTERIOR GREEN AREA PROVIDED = 2,472 S.F. j f i INTERIOR TREES REQUIRED (2,166/200) = 11 / �/ S. 1 INTERIOR TREES PROVIDED = 12 �102 -v 20 22$.35' ........ ° PLANT LIST SYM. QTY. BOTANICAL/COMMON NAME SIZE T PM 7 PODOCARPUS MACRO PHYLLUS/PODOCARPUS I^ 6' HT. X 2.5' SPD. TREE FORM QV I 8 QUERCUS VIRGINIANA/LIVE OAK i 3" CAL. 10' HT X 4' SPD. UA 4 ULMUS ALATA/WINGED ELM 3" CAI_, 10' HT. X 4' SPD. IVS 35 ILEX VOMITORIA 'SCHILLINGS'/DWARF YAUPON HOLLY 3 GAI... 14" X 14" I LC 15 LOROPETA_UM CHINENSIS 'RUBRUM'/LOROPETALUM 3 GAL. 18" X 18" � VO 92 VIBURNUM OBOVATUM 'WALTERS'/WALTER'S VIBURNUM 3 GAI.. 18" X 18" ; LEG 637 LIRIOPE 'EVERGREEN GIANT'/LIRIOPE 1 GAL. FULL I SOD TBD ARGENTINE BAHIA SOD TBD ST. AUGUSTINE zZM Q � � Q _j W Q22 z a.a oww a jwou U y odWaa o aoyca tOuW�E rp�ifccQ W � iC cc. r r r r Q 0 Q a) eo t, ce ca v m cu r Z oCw>-�n-Ozv� a .. W ci 4 H r�-►-5Nwnv 7d' Y Q 0 gao 8 V o "�°w a a CL cc _Q Q N ♦. ua V C) a 6.w tv o �a. � 2 tr go cc O Jm Ift N�a �r cr Ix wNCC cro C m o X 0 r,aw =<>0 O c� a o, n. U. <t t7 (5 z 0 co zz0z� _ wzf-y- z LU J 0 0oac(n Q w z z U C.j u- a f- J a LLJ t� 4 S H E E T N 0