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HomeMy WebLinkAbout2618 Sanford Ave (a)OCCUPANCY: sINGt_E TENNAT, MIxED USE SEARING WALLS - EXTERIOR USE: B: OFf=icEs BEARING WALLS - INTERIOR 0 S-1: AUTOMOTIVE REPAIR 0 OCCUPANCY CALCULATIONS: 0 FLOOR CONSTRUCTION AND A5SOC. MEMk3ER5 FLOOR AREA OCCUPANCY (3A -405C) USE TYPE SQ. FT. SEPERATION (HOURS) OCCUPANTS OFFICE GROSS 1,225 100 GRO55 NR 12 AUTOMOTIVE REPAIR GROSS 4,994 200 GRO55 NR 25 MAX. OCCUPANCY: 31 PLUMBING FIXTURE CALCULATIONS: ELECTRICAL PLAN E-2'- COATER CLOSETS: REQUIRED PROVIDED ELECTRICAL PLAN - Scheduals MALE 0 PER 25): l 1 MECHANICAL PLAN FEMALE N PER 25): 1 1 MECHANICAL - Notes LAVATORIES: REQUIRED PROVIDED PLUMBING PLAN MALE (1 PER 40): 1 1 PLUMBING - Risers FEMALE (I PER 40): l I • " FOUNDATION WATER r-OUNTAINs: REQUIRED PROVIDED FOUNDATION (1 PER 100) 1 (HI/LO) 1 (HI/LO) ROOF JOISTA' SERVICE SINK: REQUIRED PROVIDED I ROOF De MEANS OF EGRESS: ALLCWAE SLE PROVIDED EGRESS WIDTH/OCCUPANT (1005.1): �.!T.2" (32" MIN.) MIN. CLEAR OPENING OF EXIT DR. (1008.1.1): 32" 34" COMMON PATH OF TRAVEL (1014.3): 15' N/A MAX TRAVEL DISTANCE (1016.1): 200' 100,511 CORRIDOR/AISLE FIRE RATING (1018,1): (1) HR 0 OCRC.) N/A MIN. CORRIDOR/AISLE WIDTH (1018.2): 44" N/A MAX. DEAD END (1018.4): 20' 4' MIN. NO. OF EXITS (1021.2): 2 3 T T 01 Tn LIFE SAFETY / DESIGNER HEREBY EXPRESSLY RESERVES THE COPYRIGHT AND OTHER PROPERTY RIGHTS IN THSE PLANS. THESE PLANS AND DRAWINGS ARE NOT TO BE REPRODUCED, CHANGED OR COPIED IN ANY FORM OR MANNER WHATSOEVER, NOR ARE THEY TO BE ASSIGNED TO ANY PARTY WITHOUT FIRST OPTAINING THE EXPRESSED WRITTEN PERMISSION AND CONSENT OF GERALD R. GROSS, A.I.A. SCALE: 1'-0" 1111111110011 E:BC1 0r-c>u p Build Maintain Optimize 755 RINEHART ROAD, STE. 200 LAKE MARY, FLORIDA 32746 TYPE OF CONSTRUCTION: ONE STORY E3UILDING PROTECTION: NON -SPRINKLED CONSTRUCTION TYPE: TYPE I1-5 E3UILDING ELEMENT FIRE RESISTANT RATING PRIMARY STRUCTURAL -0 SEARING WALLS - EXTERIOR 0 BEARING WALLS - INTERIOR 0 NON -SEAR WALL5/PARTITIONS - EXTERIOR (T5L ro02) 0 FLOOR CONSTRUCTION AND A550C. MEMBERS 0 FLOOR CONSTRUCTION AND A5SOC. MEMk3ER5 0 ZONING DESIGNATION: COMMERCIAL CODES USED FOR BUILDING DESIGN: FLORIDA BUILDING CODE: BUILDING, 5th Edition (2014) FLORIDA BUILDING CODE: EXISTING BUILDING, 5th Edition (2014) FLORIDA BUILDING COPE: PLLMBING, 5th Edition (2014) FLORIDA BUILDING CODE: MECHANICAL, 5th Edition (2014) FLORIDA BUILDING CODE: ACCESSIBILITY, 5th Edition (2014) 2011 NATIONAL ELECTRICAL CODE 2012 LIFE SAFETY CODE, NFPA 101 FLORIDA FIRE PREVENTION CODE 2012 EDITION SQUARE FOOTAGE: OFFICE GROSS 1,225 SERVICE GARAGE GR055 4,994 TOTAL AREA 6,219 PARTITION SCHEDULE I OCONSTRUCTED 1 DESCRIPTION HEIGHT HATCH PA PC NEW NEW NEW 11/2' G.M.U. 6' METAL FRAMING 3gi ' METAL FRAMING e E L SEE ELEVATION TO CEILING DECK _ ' 10 STUD HT. fillllllllllllll �� �!!fi � - � 1 t� EMERGENCY LIGHT 1 A-0 ® LIGHTED EXIT SIGN A-1 EMERGENCY LIGHT/ EXCT LIGHTED EXIT SIGN FIRE EXTINGUISHER (3A -405C) ELEVATIONSls Front/Right R• ���(��� �?V��Wf=� TFIU�OTUU -',- Si 1ALL R CO CORK ANp NOT A� A PERMi•(1 o 31-D U WIC �Ah,CEL, ALTER OR ICAC �CEpLA LIG1 NSE TU TE, TEGNN OF THtiT PRU`11S10NS OF THE iT PREVENT AUTHORITY r ANCFRO A PERM FTER p,Slf)E APIOR SI►ALL I.,SU IAL MTHERE N PLANS, OFFIC E S ()F IS CODE COD TNE. SUILOING pNS OF RE9UIRINC CTIUN OR ('ONSTRU EGRESS WIDTH PER OCCUPANT: TOTAL REQUIRED (100051): 32' WIDTH (MIN.) CLEAR WIDTH EG -A ECS -5 ECS -C ECS -0 (MAIN) (REAR) (MAIN) REQ. REQUIRED 32' 32' 32' ROY FROVIDED 34' 34' 34' OFFICFJSERVICE BUILDING FOR: TMT LOGISTICS SAl`IFOFiD, FLORIDA PROJECT SI TMT L d. k 0'0 2618 San-ford Avenue /V Gerald 'K. A.I.A., F.A.K • STRUCTURAL ENGINEER. b -,an A. Mol ye+LP.E. 1060 E. Industrial Dr., Suite V1/ Orange City, Fl.'32763 License # 041509 Cert. of Auth. # 9855 GENERAL CONTRACTOR REVISIONS PROJECT NO.: OETS4A0 DATE: 8 AUS 201(o DRAWN BY: TML N w a. 1 A-0 LIFE SAFETY PLAN/COVER PAGE A-1 4 FLOOR 1 FLOOR PLAN - r ELEVATIONSls Front/Right R• ELEVATIONS - Rear/Left REFLECTIVE CEILING PLAN E-1 ELECTRICAL PLAN E-2'- ELECTRICAL PLAN - Scheduals MECHANICAL PLAN MECHANICAL - Notes PLUMBING PLAN PLUMBING - Risers • " FOUNDATION FOUNDATION LINTEL SCHEDUAL ROOF JOISTA' _ ROOF De :0, SECTIONS PERMIT 9-7 DETAILS w.' REVISIONS PROJECT NO.: OETS4A0 DATE: 8 AUS 201(o DRAWN BY: TML N w a. G E p o � 10'-0" 9'-4" 101-01 -4" 10'-m'1 1 M.O. I M.O. 9-4 lm ->'01 9-4 I M-O•I M.O. 1>a -r0" 29'-(0" I M.O. 21-4" �'-4" ( 23'-4" 1 1 M.O. I I D -O A_6 1 i I I 1 e 1 6 ® �I ® 6 H�I ® s<@> i Q a Q g a _ _ ____ _ 8 IID/0 X 12/ID ROLL -UP ID/O X 12/ID ROLL -UP 1D/IDX 12/tROLL-UF L — _ - L-- — 10/0 X ID RO l.. -UP 10,/0 X 12/ID ROLL -UP 1 E I I 1 I 1 1 I I I I I � I 1 — I I i I I i i - I 1 I Eg ( 1 I I I ( 1 I 1 123'8' 4a' -o, E SERVICE l I I I I r I I I I -'-41 3'-01 GARAGE 5=R 4' G " VICE- 1 07 I SINK FOUNTAIN ®I 5 1 L I I O to/H �I® Aff— _ I I I II A 1 - II A-1 5 I i 1 I I ® I 1 I OF __ A- 1 110,31114&_ ------- - �I C D � I 7 4 RrSTRM-2 R1I-6 T - B- M- _ 10'-10, 20'-2" '-O' 1105 ® P IV A-1 Qf WORK STATIONS �_- O - - - = �0> I cv I 41 4'-1 q -21 — I 1 3 ( I ® I I I OFFICE -2 i OFFICE -1 10 101 I 1Zo VI 1 - 1 - — 1 IN 1_ .1 1 " I 18 (O V-01 -0 C —10/ID X 12/0 ROLL -UF' — __ — — _ - - — x 10/ID X 12/ID ROLL -UP 1 - - W4 D1 W4 — — - — — — -- 1� — — — — W3 D1 W3 — — — — - i I 4 I i � i A -i A-� 61-f0" 10'-r0" 6'-4" 6'-4' 101->'0" (o'- 6'-S Ifo' -f0" �0'-8" I D'-4" 8'-(0 -4" 8'-(0' -4" 8'-P,' 9'-4" 10'-4'M.O. M.O. 110 1 I M.O. I M.O. M.O. I M.O. I OD I 3_� 1 . A 6 36 m 31-01 1 I 421-01 I 11-41 22'-4' 22'-51 23'-4" '" 21'-4" �, 20'-8' 2o'-8' 20'-4" G F DESIGNER HEREBY EXPRESSLY RESERVES THE COPYRIGHT AND OTHER PROPERTY RIGHTS IN THSE PLANS. THESE PLANS AND DRAWINGS ARE NOT TO BE REPRODUCED, CHANGED OR COPIED IN ANY FORM OR MANNER WHATSOEVER, NOR ARE THEY TO BE ASSIGNED TO ANY PARTY WITHOUT FIRST OPTAINING THE EXPRESSED WRITTEN PERMISSION AND CONSENT OF GERALD R. GROSS, A.I.A. i E GERALD GROSS A.I.A. FAM arch Itec t 2081" rlorth. Ibis Drly� Sriny Brf_noeze�s, Floridra 252,4.53 Z80-574.0088 FL. REG. ARCHITECT NO. AR0005998 Gr-(::) u p Build a Malntaln Q Optimize 755 RINEHART ROAD, STE. 200 _LAKE MARY, FLORIDA 32746 C 0 PARTITION SCHEDULE OCONSTRUCTED DESCRIPTION HEIGHT HATCH PA NEW 7�s' CM.U. SEE ELEVATION PB NEW 6' METAL FRAMING TO CEILING DECK PC NEW 3%' METAL FRAMING 10' STUD HT. OFFICE/SERVICE BUILDING IFOR: TMT LOGISTICS 9AlYFOAD, FLORIDA M PROJECT NO.: OETS3A] DATE: 0 AUG 2016 DRAWN BY: TML A AFIDE A5 OFFICE SERVICE TOTAL BLDG e in 1,225 4,994 6,219 1 s s EXTERIOR DOOR FIR); RATED A55EMBLY DOOR A55EMBLY L — — — SWEEP SWEEP 1" THRESHOLD T RATED \ A X X V \� \v E o 107 O 38 - TYPICAL THRESHOLD DTL. SCALE: 4' =1'_0' 39 - TYPICAL CHANGES IN LEVEL 8CALE: _ �-0' 4 104 AL1= 4 I 1 0 3 4 105 106 100 NOTE: CLEAR FLOOR NOTE: CLEAR FLOOR SPACE OF 48'x30' MIN. SPACE OF 30'x48' MIN. 1 02 1 01 SHALL 5E PROVIDED SHALL BE PROVIDED IN FRONT OF WATER IN FRONT OF LAVATORY FOUNTAIN TO ALLOW TO ALLOW FORWARD FORWARD APPROACH. APPROACH. " UP FRONT SPOUT NOTE: CONTROLS OF FREQUENT 6 19 AND CONTROL REFLECTIVE BOTTOM OF � W4 D1OR ESSENTIAL USE SHALL NOT O MAX. SUBAGE REFLECTIVE 1'is'� GRAB BAR tU/ BE HIGHER THAN 48'<0> (V\y,7Jq NVj ci rNI<0> EQUIF'MEN7 PERMITTED SURFACE 1�2' CLEARANCE FROM WALL SCHEDULE IN SHAPER AREA OR ANY STO OLID BASE O � Q C H E D U L E KEY PLAN= i XSCALE: re' 1'-0' cl ALL EXPOSED' _ -� - WINDOW SCHEDULE �N \ � � m &EGUR£ • GNTR ® � � � ct1 WATER PIPES SHALL m �1 i Ir BAR IS LOt IGER p o a m SIZE DESIGN PRESSURE BE COVERED ��, m THAN 32' MARK REFERENCE TYPE NOTE w 0Q HEADER HT. CL 8 MIN `i W H ZONE (P.S.F.) FLOOR LEVEL TOWEL E3,4R GR,d,5 BAR WALL L fC-cNT tNEfizM057',4T FIRE W1 p 2 4068 STORE FRONT 96"X64" W/16" PANEL ABV. * 48" 80" 8'-8" A.F.F.----36:67-32.0 w1 b 2 406$ STORE FRONT 96"X64" W/16" PANEL ABV. 48" 80" 8'-8" A.F.F. 5 30.0 -35.5 "MAX. LAVATORY j�EGE}��",(�GLE:�juJj�'GN ,L�f_,[�Rjuj W2a 4068 STORE FRONT 48"X64" W 16" PANEL ABV. * 48" $0" 8'-8" A.F.F. 4 31.1/-33.1 WATER FOUNTAIN W2b 4068 STORE FRONT 48"X64" W/1 6" PANEL ABV. 48" 80" 8'-8" A.F.F. 5 31.1/-37.6 W3 12868 STORE FRONT 28"X64" W 16" PANEL ABV. * * 28" 80" 8'-8" A.F.F. 4 30.0 -32.0 W4 3468 STORE FRONT 40"X64" W/16" PANEL ABV. * * 40" 80" 8'-8" A.F.F. 4 30.0-32.0 STANDARD INTERIOR ELEVATIONS ATIONS SCALE: I/4' = I'-0' 11-41 REFLECTIVE SUBAGE REFLECTIVE SURFACE 61 _ 54' MIN 54' MIN 1 I"MAX. AX 12' 42' MIN. `4 42' MIN. 12' MIN. (oMAX. TOILET 36' MIN. 0)PAPER TOILET XPAPER mo=o F o m m mk3l_ '0 1= i m in n� m m om m •d- 6► m 18" - -3" 36' MAX2' _3" r 36' MAX (60" MIN.) (60' MIN.) A RESTRM-1 (104) B RESTRM-1 (104) c RESTRM-2 (105) D RESTRM-2 (105) REFLECTIVE SURFACE CONTROL TOILET q cQ AREA PAPER 12' SEAT 6" MAX 36 MIN.ct c� q x_ X L T113EAT 01 m Ig" 2' 3'-0 36" MAX BACK SEAT WALL (60' MIN.) HEAD CONTR L RESTRM-PRIV (106) F RESTRM-PRIV (106) RESTRM-PRN (106) H RESTRM-PRN (106) A -i Art A-1 SHOWER Is BACK A-1 SHOWER SEAT ROOM FINISH SCHEDULE DOOR FLOOR BASE BRD. WALLS CEILING ROOM MATRL. FINISH MATRL. FINISH MATRL. FINISH MATRL. FINISH HT.(A.F.F.) 100 WOOK STATIONS TILE VINYL DRYWALL L. TEXT PAINTED A.T.C. 2'X4' WHITE 10'-0" 101 OFFICE -1 CARPET VINYL DRYWALL L. TEXT PAINTED A.T.C. 2'X4' WHITE 10'-0" 102 OFFICE -2 CARPET VINYL DRYWALL L. TEXT PAINTED A.T.C. 2'X4' WHITE 10'-0" 103 OFFICE -3 CARPET VINYL DRYWALL L. TEXT PAINTED A.T.C. 2'X4' WHITE -1-10'-0" 104 RESTROOM -1 105 RESTROOM -2 106 RESTROOM-12RIV TILE TILE TILE VINYL VINYL VINYL DRYWALL L. TEXT/PAINTED SEMI -GLOSS -EPDXY BASE A.T.C. (2'X4') NON -PORUS WHITE 10'-0" 107 WAREHOUSE TILE _ VINYL DRYWALL & CONC. PAINTED OPEN INSULATED 17'-4" Frame o [L J °W ^a M Y 0 v 0 m Y _1 CL J C] Q. v° CL D1 3070 W TRANS 3'-0" 8'-0" 1 -1/2" ALUMN. 1 -Lite INTERIOR FINISHES 5HALL BE IN ACCORDANCE TO NFP 101 (353.3) AND 10.2 AND CH. & OF FBG 5th ED. (2014) WALLS AND CEILING5 TO HAVE A MIN. GLA55-C FLAME SPREAD RATING. FLOORS TO HAVI; A CLASS 1 OR 2 RATING. V.G T = VINYL COMP051TE TILE * * * * XPAPER mo=o F o m m mk3l_ '0 1= i m in n� m m om m •d- 6► m 18" - -3" 36' MAX2' _3" r 36' MAX (60" MIN.) (60' MIN.) A RESTRM-1 (104) B RESTRM-1 (104) c RESTRM-2 (105) D RESTRM-2 (105) REFLECTIVE SURFACE CONTROL TOILET q cQ AREA PAPER 12' SEAT 6" MAX 36 MIN.ct c� q x_ X L T113EAT 01 m Ig" 2' 3'-0 36" MAX BACK SEAT WALL (60' MIN.) HEAD CONTR L RESTRM-PRIV (106) F RESTRM-PRIV (106) RESTRM-PRN (106) H RESTRM-PRN (106) A -i Art A-1 SHOWER Is BACK A-1 SHOWER SEAT INTERIOR jLFI-.uV,7* NS SCHEDULES I'1 c.' " •. lig � DESIGNER HEREBY EXPRESSLY f d R. RESERVES THE COPYRIGHT AND OTHER ' �j fro L.J 1 \1�LO REVISIONS ('n CROSS A.I.A. FARA DETIALS v, PROPERTY RIGHTS IN THSE PLANS. PROJECT NO.: THESE PLANS AND DRAWINGS ARE ; ° 7 t ET AI J NOT TO BE REPRODUCED, CHANGED I a r c h it e c t OFFICE,/SERVICE BUILDING IFOR• OR COPIED IN ANY FORM OR MANNER r. � �� WHATSOEVER, NOR ARE THEY TO BE t` DATE: ASSIGNED TO ANY PARTY WITHOUT � C• r, ,,� 20'.5T 1i'I011til Ibiat Dl'!we � � 0 � � � � 8 AUG 20I(o FIRST OPTAINING THE EXPRESSED w -ti ,� r� { sl,rly Breeze_s� P'ic�rida 3383 Build aMalntaln b Optimize TMT LOG I ST I C'S L" WRITTEN PERMISSION AND CONSENT �-"'�. ��='-�l,,r�'�- � � w DRAWN BY: OF GERALD R. CROSS, A.LA. �, t�' /� 388-�� -goes 755 RINEHART ROAD, STE. 200 1i„1� w FL. REG. ARCHITECT NO. AR0005998 LAKE MARY, FLORIDA 32746 S.ANFORD,. FLORIDA DOOR SCHEDULE HARDWARE MARK REFERENCE SIZE MATERIAL TYPE FIRE m c rn C T G m ° - CO :2 O v o m + v L REMARKS WIND PRESSURE y° m N m_ _r_ m°oRTG m 0 (P.S.F.) H D Door Glaze Frame o [L J °W ^a M Y 0 v 0 m Y _1 CL J C] Q. v° CL D1 3070 W TRANS 3'-0" 8'-0" 1 -1/2" ALUMN. 1 -Lite ALUMN. A * * * * * * ENTRANCE & EXIT 30.0/-32.0 D2 3068 3'-0" 8'-0" 11 -1/2" INSL. FBR. GLS. - MTL C * * * * * * * * D3 3068 3'-0" 6'-8" 1 -3/8" MASONITE - WOOD D * * * * 31.5/-33.3 D4 3068 3'-0" 6'-8" 1 -3/8" MASONITE - WOOD D * * * * N/A D5 3068 3'-0" 8'-0" 1 -1/2" INSL. FBR. GLS. - MTL C * * * * * * * N/A D6 10X12 ROLL -UP 10'-0" 12'-0" - ROLL -UP - MTL N/A 1 - Readily Operable without Special Knowledge or Tools During Normal Business Hours 28.7/-30.7 ALL HARDWAfRE ON SWING; DOORS TO E3E LEVERED HANDLES ALL DOORS TO ESE COMPLIANT WITH NFP, 101, 71.2.1.5 4 NFPA 80 DOOR TYPE E �o Z 61- Z' 0 - , IU] (STORE RONT) A El C D INTERIOR jLFI-.uV,7* NS SCHEDULES I'1 c.' " •. lig � DESIGNER HEREBY EXPRESSLY f d R. RESERVES THE COPYRIGHT AND OTHER ' �j fro L.J 1 \1�LO REVISIONS ('n CROSS A.I.A. FARA DETIALS v, PROPERTY RIGHTS IN THSE PLANS. PROJECT NO.: THESE PLANS AND DRAWINGS ARE ; ° 7 t ET AI J NOT TO BE REPRODUCED, CHANGED I a r c h it e c t OFFICE,/SERVICE BUILDING IFOR• OR COPIED IN ANY FORM OR MANNER r. � �� WHATSOEVER, NOR ARE THEY TO BE t` DATE: ASSIGNED TO ANY PARTY WITHOUT � C• r, ,,� 20'.5T 1i'I011til Ibiat Dl'!we � � 0 � � � � 8 AUG 20I(o FIRST OPTAINING THE EXPRESSED w -ti ,� r� { sl,rly Breeze_s� P'ic�rida 3383 Build aMalntaln b Optimize TMT LOG I ST I C'S L" WRITTEN PERMISSION AND CONSENT �-"'�. ��='-�l,,r�'�- � � w DRAWN BY: OF GERALD R. CROSS, A.LA. �, t�' /� 388-�� -goes 755 RINEHART ROAD, STE. 200 1i„1� w FL. REG. ARCHITECT NO. AR0005998 LAKE MARY, FLORIDA 32746 S.ANFORD,. FLORIDA fro.-' -0' A. F�E �x 01-0' l' FIN. FLR b b 0 LEFT SIDE ELEVATION --<�G> r4 F_�u v f__�u 20'-10' A.FF.Nu - PARAPET HT. f -a IS' -10' Ar-Rqu PARAPET HT. G 5G.AF=: 1/41 1'-0 II 9'-10, AP.1=. zAPET HT. 31-10, A.F.P. RAPET HT. I-'-4' AFP. NT. BR. HT. G CI M\/A-rlf-%K1 1=IKllC%U Qf-'%LJMr-%l 11 E= Lv.L.�L�. Y I'� It✓1 V 1 111414/1 1 V4✓1 IL®L_fwL_l_ TYPE MATERIAL SPECIFICATION A EXT. WALL -CMU CEMENTITIOUS FINISH LIGHT TEXTURE 2 -COAT SYSTEM ON C.M.U. B EXT. WALL-MTL FRAME STUCCO - SAND FIN. W/aUOINS 6 24' O.C. VERT. tib' 3 -COAT PORTLAND CEMENT FINISH ON GALV. MTL. PAPER -BK RI55ED LATH C 12"H WALL TRIM 12'H CEMENTITIOUS TRIM 2 -COAT SYSTEM ON C.M.U. D 12"H WALL TRIM 8'14 CEMENTITIOUS TRIM RAISED I N. AT SYSTEM ONC.M.U. E 4" OVER 10" PARAPET TRIN CEMENTITIOUS TRIM F 4" OVER 4" PARAPET TRIM CEMENTITIOUS TRIM G PARAPET FLASHING EXTRUDED ALUMN. FACTORY COLOR FINISH H CONTROL JOINTS 3/4' METAL (ZINC) J PLASTER CHANNEL 2' ALUMN WATER RESISTANT (PWC) L 8" ALUMN FASCIA FACTORY COLOR FINISH M N STORE FRONT & WINDOWS ALUMNI SYSTEM TINTED 9/16' UNIT /W SH -14 SOLAR REFL. COATING P ROLL -UP DRS. METAL 10'W X ITH ROLL -UP DOORS Q ROOF -LOW SLOPE CERTAINTEED MODIFIED BITUMEN OR T.P.O. ON RIGID INSUL. OVER METAL DECKING R 6" ALU GUTTER/DOWN SPOUT EXTRUDED ALUMN. FACTORY COLOR FINISH S EXT. DOORS METAL INSUL.. PRE PRIMED, SEE DOOR SCHEDUAL T U LIGHT -WALL PAK ' V LIGHT -WALL PAK ' FIN. FLR DESIGNER HEREBY EXPRESSLY RESERVES THE COPYRIGHT AND OTHER PROPERTY RIGHTS IN THSE PLANS, THESE PLANS.AND DRAWINGS ARE NOT TO BE REPRODUCED, CHANGED OR COPIED IN ANY FORM OR MANNER WHATSOEVER, NOR ARE THEY TO BE ASSIGNED TO ANY PARTY WITHOUT FIRST OPTAINING THE EXPRESSED WRITTEN PERMISSION AND CONSENT OF GERALD R. GRUSS, A.LA. � CC 19 GERALD GROSS A.I.A. FAM arch i t e c t .205'r ric3rt1h 11bls Drives Briny P'lcarida 55455 588.574.9088 FL. REG. ARCHITECT NO. AR0005998 nDP R lEl \, E:Bcl G r -(Du p Bulld aMalntaln 4 Optimize 755 RINEHART ROAD, STE. 200 LAKE MARY, FLORIDA 3274b � ELEVATIONS OFFICE/SERVICE BUILDING IFOR: TMT LOGISTICS Im SAIYFORD, FLORIDA REVISIONS �j (i) <\pv &CALF-: 1/4 ° = P- 0 " PROJECT NO.: DETS4,A4 DATE: 8 AUG 201& DRAWN BY: TML _ LIGHTING FIXTURE sca-IE®uLEELECTRICAL SYMB0LS- TYPE DISCRIPTION MANUF. CATALOG NO. LAMPS MOUNTING NOTES - � IIID V. DUPLEX OUTLET 0- SINGLE POLI* SWITCH CEILING MOUNTED LIGHT , I A WALL 64W FLOUR WALL SURFACE _ FIXTURE 4 MOTOR ® IXHAU,3T PAN I I I LIGHT -INTERIOR 20W INPUT LED 110 V. GRI. DUPLEX OUTLET -o'm 3 -WAY SWITCH I 2'X 4' DROP-IN (2) LED T-8 -5000K DROP IN A.T.C. s CEILING MOUNTED PENDANT I B (2) BULB :� i V?,r 4 -WAY SWITCH + ELECTRICAL PANEL ®O EXHAU,3T PAN/LIGHT COMBO. I 14.5 INPUT WATTS`` s HOT, iz SWITCHED LIGHT FIXTURE I L — — — 110 V. DUPLEX OUTLET *q DIMMER SWITCH �� C 2' X 4' TRAUFER (4) T-8 SURFACE MT. �J WALL MOUNTED LIC -ANT )=MERCa:ENCY LIGHTI I (4) BULB 120V/125W Qct WATERPROOF IIID V. DUPLEX_ G.F.I. SWITCH FIXTURE TELEVISION JACK WALL h1OUNT I I (2 -WR EBATTERY BACKUP) A.N.U. ABV. I I D 6' RECESS C -MAX REFLECTOR -WHITE LEP 19W/120V 6" RECESS MOISTER RESISTANT OUTLET RECESSED LIGHT FIXTURE � TELEPHONE - - HI -51 TRIM -WHITE EMERCa:ENCY LIGHT 6' RECESS ' C -MAX REFLECTOR -WHITE 115 V. QUADPLEX OUTLET RECESSED EYE EMERCEILI(x MOUNT I I E MOISTER AREA WI -SI TRIM -WHITE LED 9W/120V 6' RECESS ® LIGHT FIXTURE DATAMEtWORK (2 -NR (a MO RY BACKUP) WALL PACK MAXLITE WPL55A � LED " SIDIDIDK WALL SURFACE M015TER RESISTANT � CzFI 115 V. DUPLEX OUTLET F LED 53 INPUT WATTS � A ® LIGHTED EXIT SIGN COR EQ.) FLOOR OUTLET 2'x4' FOURESCENT PROP -IN ® JUNCTION BOX (AUDIO) G WALL 150W INCAND. WALL SURFACE MOISTER R (2 -HR E3ATTERY BACKUP) ESISTANT --- 2 -BULB T-8 MECHANICAL PLATFORM ELECTRICAL PLAN LIGHT -EXTERIOR 26W INPUT LED ® 220 V. DUPLEX OUTLET 120V164W ® g SPEAKER (AUDIO) ABV. RM. 104 SCALE: 1/4" a 1' -ID' EM EMERGENCY LIGHT LAMP/BATTERY EMERGENCY LIGHT INCLUDED WALL MTG. 220 V. DISCONNECT 2'x4' FOURESCF=TIT HIG14-BAY ® THERMOSTAT E LIGHTED EXIT SIGN ci 4 -BULB T-5 COMBO X EXIT LIGHT LAMP/BATTERY WALL MTC ` 12IDV/12810 (2 -HR EBATTERY BACKUP) . INCLUDED -p PUSH BUTTON X E EXIT/EMERGENCY LAMP/BATTERY COMBO - WHITE INCLUDED (OR EQUAL) WALL MTG_ A/G COMP. B q 2' P.Y.C. CHASE UNDERSIDEWAL G p C C. CHASE TO A/CR COMP. (� ® F ® ® F ® o ® F ® HB ® F ® W F ® IN Ll ® ®®_ _ tel__ - IN ® M E 1171 _ © - ® M M _ _ - M M 19 E91- ----FE _ ._ � j_ _ _ Now _j L - —--�-- — _...J 1 L — - — — — — - — —J I L— - — — — — — —J 1 L — - — — — — — — —� I L —— — - — — — — J � I TIMER M EXTERIOR SWITCH -C i LIGHTING 111 SWITCH -EB --! I 1 ® ^'' — ( \ I I --- ---�---- - ---- W I I I I I I I I G F E p % DESIGNER HEREBY EXPRESSLY RESERVES THE COPYRIGHT AND OTHER PROPERTY RIGHTS IN THSE PLANS. THESE PLANS AND DRAWINGS ARE NOT TO BE REPRODUCED, CHANGED OR COPIED IN ANY FORM OR MANNER WHATSOEVER, NOR ARE THEY TO BE ASSIGNED TO ANY PARTY WITHOUT FIRST OPTAINING THE EXPRESSED WRITTEN PERMISSION AND CONSENT OF GERALD R. GROSS, A.LA. GERALD GROSS A.I.A. FARA arch i t e c t 20#5T IYortli Ibis nrlrrqe Sriny Sreezes, Florida 33483 Z00.?574.9088 FL. REG. ARCHITECT NO. AR0005998 Z E Dc, G r - (D u p Build N. Maintain d Optimize 755 RINEHART ROAD, STE. 200 LAKE MARY, FLORIDA 32746 go TO SWITCH -B I I C I c C I I I ! I I I I i I / SERVICE DRINKING SINK FOUNTAIN d ISILrws CIO:. i W V. 46 A - 13 B 104 I 1 0 3 = B xI A.N.U. ABV.Ii 1 05] 100 1 B . -- B - B j:j�; 10 B 5 05711 B 1 - i i I - I B B I B B , B ' I�11 I I i C B ELECTRICAL PLAN OFFICE/SERVICE BUILDING IFOR: TMT LOGISTICS wo SAl`IP'ORD, FLORIDA REVISIONS L 7 PROJECT NO.: 0ET5r=i DATE: 0 AUG 201(o DRAWN BY: `CML. 0 M 131 ME; 91 I I CAL E. 1/4" = P-0° Q U F— Z () w w DESIGNER HEREBY EXPRESSLY RESERVES THE COPYRIGHT AND OTHER PROPERTYRIGHTS IN THSE PLANS. THESE PLANS AND DRAWINGS ARE NOT TO BE REPRODUCED, CHANGED OR COPIED IN ANY FORM OR MANNER WHATSOEVER, NOR ARE THEY TO BE ASSIGNED TO ANY PARTY WITHOUT FIRST OPTAINING THE EXPRESSED WRITTEN PERMISSION AND CONSENT OF GERALD R. GR05S, A.I.A. E:Bcl Gr -®u p Bulld Nz=� Malntaln 't-=:� Optimize 755 RINEHART ROAD, STE. 200 LAKE MARY, FLORIDA 32746 / MA r: UOTE � 1kvs"Amia � 1 OFFICE/SERVICE BUILDING IFOR: TMT LOGISTICS vv SAl`IP'OKD, FLORIDA s �C IS IN COMPLIANCE WITH 2014 F.B.C.M. EFFICIENT ENERGY SERVICES, INC. ROY ABOOD, STATE OF FLORIDA RATER RESIDENTIAL #1316 & COMMERCIAL #1361 P.O. BOX 181 ALTOONA, FL. 32702 PHONE — 352-669-9090 www.efficientenergyservicesinc.com REVISIONS PROJECT NO.: DETS�.MI DATE: S AUG 201(o DRAWN BY: TML GENERAL HVAC NOTES ARE IN COMPLIANCE WITH 2014 F.B.C.M. AND F.E.C.C. 2014 1. SUFFICIENT SPACE SHALL BE PROVIDED ADJACENT TO ALL MECHANICAL COMPONENTS LOCATED IN OR FORMING A PART OF THE AIR DISTRIBUTION SYSTEM TO ASSURE ADEQUATE ACCESS FOR(1) CONSTRUCTION AND SEALING IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION 603.1 OF THIS CODE; (2) INSPECTION AND (3) CLEANING AND MAINTENCE, A MINIMUM OF 4 INCHES (102mm) IS CONSIDERED SUFFICIENT SPACE AROUND AIR HANDLING UNIT. "EXCEPTION" RETROFIT OR REPLACEMENT UNITS NOT PART OF A RENOVATION ARE EXEMPT FROM THE MINIMUM CLEARANCE REQUIREMENT. 2. ALL DUCT SYSTEMS INSTALLED IN "NON -CONDITIONED" AREAS SHALL BE CONSTRUCTED WITH APPROVED MATERIAL AND OF A VALUE OF NO LESS THEN R-6 RATING. ALL SEAMS SHALL BE SEALED WITH GLASS FAB & MASTIC "OR" APPROVED TAPES THAT EXTEND NOT LESS THAN 1 INCH AND LABELED IN ACCORDANCE WITH THE UL -181A, PART 1 FOR DUCT BOARD OR UL 1818, PART 1 FOR FLEX. ALL CLOSURES 100% AND INSTALLATIONS SHALL BE INSTALLED AS PER 2014 F.M.C.M. CHAPTER 6, SEC. 603 & 604 ALL THRU-WALL, FLOOR & CEILING PENETRATIONS INTO THE DUCT SECTION SHALL CONTAIN A BRANCH DUCT FABRICATED OF RIGID FIBROUS GLASS DUCT BOARD OR RIGID METAL AND IS SEALED TO BOTH DUCT SECTION AND GRILLE SIDE WALL SURFACE. THE BRANCH DUCT SHALL BE FABED AND ATTACHED IN ACCORDANCE WITH M603.3 OR M603.4.2 RESPECTIVE TO THE DUCT TAPE USED. ' DRAFT 2014 F.S.R.S. MECHANICAL VOLUME'. 3. ALL DUCT TRUNK 90 DEGREE TURNS OR TEE'S, SHALL HAVE TURNING VANES. 3 PIECE OR 45 DEGREE TURNS CAN BE USED IN PLACE OF 90 DEGREE TURNS AND DO NOT NEED TURNING VANES. 4. ALL REGISTERS, GRILLES & DIFFUSERS MUST BE TESTED IN ACCORDANCE WITH ASTM E 84, AND VOLUME DAMPERS OR OTHER MEANS OF SUPPLY .AIR ADJUSTMENT SHALL BE PROVIDED IN DUCTS OR AT EACH INDIVIDUAL REGISTER, GRILLE OR DIFFUSER. 5. CONSTRUCTION DOCUMENTS SHALL REQUIRE THAT A WRITTEN BALANCE REPORT BE PROVIDED TO OWNER OR DESIGNATED REPRESENTATIVE. AIR DISTRIBUTION SYSTEMS EXCEEDING 5000 SQ.FT. SHALL BE TESTED, ADJUSTED, AND BALANCED BY A LICENSED ENGINEER OF THIS STATE OR A COMPANY OR INDIVIDUAL HOLDING A CURRENT CERTIFIED ORGANIZATION. (SEE EXCEPTIONS_). F.B.C.E.C. 2014, CHAPTER 4[CE] SEC. C408.2.2 EXCEPTION: 1 BUILDINGS WITH CAPACITIES OF 15 TONS OR LESS "PER SYSTEM MAY BE TASTED AND BALANCED BY A LICENNSEDD ME H. CONTRACTOR. EXCEPTION: 2� BUILDINGS WITH CAPACITIES OF 65,000 BTU/H OR LESS PER SYSTEM' ARE EXEMPT . F.B.C.E.C. 2014, CHAPTER 4[CE] SEC. C408.2.2 6. THE VENTILATION AIR DISTRIBUTION SYSTEM SHALL ,BE PROVIDED WITH MEANS TO ADJUST THE SYSTEM TO ACHIVE AT LEAST THE MINIMUM VENTILATION AIRFLOW RATE AS REQUIRED BY SECTIONS 403.3 AND 403.4. VENTILATION SYSTEMS SHALL BE BALANCED BY AN APPROVED METHOD, SUCH BALANCING SHALL VERIFY THAT THE VENTILATION SYSTEM IS CAPABLE OF SUPPLYING AND EXHAUSTING THE AIRFLOW RATES REQUIRED BY SECTIONS 403.3 AND 403.4 7. SMOKE DETECTORS SHALL BE INSTALLED IN RETURN AIR SYSTEMS WITH A CAPACITY GREATER THAN 2,000 CFM IN THE RETURN AIR DUCT OR . PLENUM UPSTREAM OF ANY FILTERS, EXHAUST AIR CONNECTIONS, OUTDOOR AIR CONNECTIONS,OR DECONTAMINATION EQUIPMENT AND APPLIANCES. WHEN TWO AIR HANDLERS SHARE A COMMON SUPPLY OR RETURN "AIR DUCT" OR "PLENUM" AND THE TOTAL CFM'S ARE GREATER THAN 2000, A SMOKE DETECTOR SHALL BE INSTALLED IN THE RETURN AS PER F.B.C.M. 2014 SEC. 606.2.2 AND BE IN ACCORDANCE WITH NFPA 72 SMOKE DETECTOR TEST STATIONS SHALL HAVE A TROUBLE INDICATOR LIGHT, INUNDATING ANY AIR DUCT TROUBLE. NFPA 90A 2015, CHAPTER 6 NOTE: A "PLENUM" CAN NOT BE USED AS AN OCCUPANCY SPACE OR STORAGE AREA. AS PER. NFPA-90A, SEC. 4.3.11.1.1 8. FIRE DAMPERS, SMOKE DAMPERS, COMBINATION FIRE/SMOKE DAMPERS AND CEILING DAMPERS LOCATED WITHIN AIR DUCTS MUST BE INSTALLED BY MANUFACTURERS SPECIFICATIONS, AND BE TESTED IN ACCORDANCE WITH UL 555, AND THE F.B.C.M, 2014 CHAPTER 6, SEC. 607.2 ALL DAMPERS LOCATED AT CEILING OR WALL PENETRATIONS MUST HAVE ACCESS DOORS TO RESET FIRE DAMPERS. UNLESS THE DAMPER IS IN THE DIFFUSER THAN IT CAN BE RESET THRU THE DIFFUSER. SMOKE DAMPERS IN A DUCT MUST HAVE A DETECTOR WITHIN 5 FT. OF THE DAMPER WITH NO AIR INLETS OR OUTLETS BETWEEN THEM. FOR FIRE AND SMOKE DAMPER ACTUATION METHODS REFER TO F.B.C.M. 2014 CHAPTER 6, SEC. 607.3.3 9. ENCLOSED SUPPORT PLATFORMS SHALL BE CONSTRUCTED IN ACCORDANCE TO F.B.C.M. 2014 CHAPTER 6. 10. FRESH AIR INTAKES SHALL NOT BE LOCATED CLOSER THAN 10 FT. FROM ANY CHIMNEY OR VENT OUTLET, OR SANITARY SEWER VENT OUTLET. ALL OUTDOOR INTAKES AND EXHAUSTS SHALL HAVE AUTOMATIC OR GRAVITY DAMPERS THAT CLOSE WHEN VENTILATION IS NOT OPERATING. F.B.C.M. 2014, SEC. 401.4 11. ALL EXHAUST DUCTS, SHALL BE CONSTRUCTED OF METAL AND COMPLY WITH F.B.C.M. 2014 CHAPTER 5, SEC. 501.5 12. BATHROOMS CONTAINING BATHTUBS, SHOWERS, SPAS AND SIMILAR BATHING FIXTURES SHALL BE MECHANICALLY VENTILATED. "EXCEPTION" RESIDENTIAL BATHROOMS HAVING NO LEES THAN 4 PERCENT OF FLOOR SPACE. F.B.C.M. 2014 CHAPTER 4, SEC. 402.2 13, ALL EXHAUSTED BATHROOMS, CLOSETS & STORAGE ROOMS SHALL HAVE UNDERCUT DOORS OR A METHOD FOR MAKE UP AIR TO BE RETURNED EQUAL TO THE AMOUNT OF CFM'S EXHAUSTED. F.B.C.M. 2014 CHAPTER 6, SEC. 601.5 14. CONDENSATE FROM ALL COOLING COILS AND EVAPORATORS SHALL BE CONVEYED FROM THE DRAIN PAN OUTLET TO AN APPROVED PLACE OF DISPOSAL. CONDENSATE SHALL NOT DISCHARGE INTO A STREET, ALLEY OR OTHER AREA AS TO CAUSE A NUISANCE. MUST TERMINATE A MIN. OF 18" FROM EXT. WALL. CONDENSATE DRAIN LINE SHALL NOT BE LESS THAN 3/4 INCH DIAMETER AND SHALL NOT DECREASE IN SIZE. 2014 F.B.C.M. CHAPTER 3, SEC. 307 PER AUTHORITY OVER JURISDICTION CONDENSATE DRAIN MAY DRAIN TO A STORM SYSTEM, UTILITY SINK, OR SEWER BY APPROVED MEANS. ALL HORIZONTAL PRIMARY DRAIN LINE WITHIN UNCONDITIONAL AREA SHALL BE INSULATED. AS PER F.B.C.M. 2014 CHAPTER 3, SEC. 307 AUXILIARY DRAIN PAN OR SECONDARY DRAIN LINE MAY BE REQUIRED WHERE DAMAGE TO ANY BUILDING MAY RESULT FROM OVERFLOW OR ANY STOPPAGE. AUXILIARY DRAIN PAN MUST HAVE A MIN. DEPTH OF 1.5 INCHES AND BE A MIN. 3 INCHES LARGER THAN UNIT OR COIL AND HAVE SEPARATE DRAIN LINE AN AUXILIARY PAN WITHOUT SEPARATE DRAIN LINE SHALL BE EQUIPPED WITH WATER LEVEL DETECTION DEVICE FOR SHUT OFF PRIOR TO OVERFLOW METALLIC PAN MUST HAVE A MIN. THICKNESS 0.0216-I1ACH, NONMETALLIC 0.0625-I1\4CHES. AS PER F.B.C.M. 2014 CHAPTER 3, SEC. 307 ALTERNATIVE TO SEPARATE DRAIN LINE: A WATER LEVEL DETECTION DEVICE THAT WILL SHUT EQUIPMENT PRIOR TO OVERFLOW OF PAN. WATER LEVEL DETECTION DEVICE SHALL CONNECT TO DRAIN PAN AT A HIGHER LEVEL THAN THE PRIMARY DRAIN CONNECTION. CONDENSATE DRAIN LINE CAN BE STRAPPED WITH 2" NYLON STRAP AND SUPPORTED EVERY 10' VERTICAL AND 3' HORIZONTAL 15, REFRIGERANT PIPING FOR REFRIGERANT LINES SHALL BE INSULATED TO A THERMAL RESISTIVELY OF AT LEAST R=41 ­IR. SUCTION LINE MUST BE INSULATED IN ACCORDANCE WITH ASTM E96. AS PER THE F.B.C.R. 2014 CHAPTER 3,'SEC. 307 16. ALL AIR DISTRIBUTION COMPONETS WILL BE INSTALLED IN ACCORDANCE TO 2014 F.B.C.M, AND F.E.C.C. 2014, 17. IF HVAC EQUIPMENT OTHER THAN SPECIFIED BY DESIGNER IS SUBSTITUTED, IT'S CAPABILITIES OF BTU HEAT REMOVAL MUST BE EQUAL TO THE EQUIPMENT SPECIFIED BY THE HVAC DESIGNER. THE HVAC DESIGNER WILL NOT BE RESPONSIBLE FOR ANY SYSTEM NOT INSTALLED ACCORDING TO PLANS. OUTSIDE AIR AS PER FLORIDA BUILDING CODE 2014 SECTION 403.3 BALANCE AIR SCHEDULE` POS / NEG SPACE CFM'S POSITIVE - AHU OFFICES / WORK STATIONS +260 DUCT DIA. 1 BROAN NEGATIVE BATHROOMS -210 QTXR070 4 INCHES 2 TOTAL BUILDING PRESSURE +50 I I I-( � TURNING VANES RM CLIP "NOTE: 4 CLIPS PER CONDENSING UNIT". 1" X 1-1/4" 14 GAUGE METAL 4-1/8" AIR CONDITIONING 2 EACH 3/16" X 3/8" SHEET METAL SCREWS 3/4' IN THE SLOTTED HOLES ON RM CLIP 1-1/4" 1 EACH 1/4" X 1 3/4" LONG TAPCON CONCRETE SCREW 3 16' THROUGH RM CLIP INTO CONCRETE SLAB 3/8' 5/8'V16 AUGE CONDENSING UNITTAL0-1 DIA. CONCRETE SLAB RM CLIPS ARE 0-90 RATED FOR CORRISION/WIND RESISTANCE, ASCE 7-98, 150 MPH WINDS CONDENSING UNIT MOUNTING DETAIL VN M > SUPPLY DIFFUSERS N —RETURN AIR DIFFUSER 0— T -STAT. [F/D]—FIRE DAMPER IN DUCT - BALANCING DAMPER IN SUPPLY SD _ SMOKE DETECTOR TEST STATI❑N TS FOR UNITS 2000 CFM'S & GREATER —BALANCE DAMPER ❑/A SUPPLY & RETURN DIFFUSER ®/ WITH FIRE/SMOKE DAMPER SUPPLY TRUNK RETURN TRUNK SEE GENERAL HVAC NOTES: 10, 11 & 12 FOR BATHROOM EXHAUST LINES. CONDENSATE DRAINS TO DISCHARGE IN APROVED AREA AS PER. SEC, 307 F.B.C.M. 2014 FRESH AIR: UNITS MUST BE EQUIPPED WITH AUTOMATIC SHUTOFF DAMPERS WHEN UNITS ARE NOT IN USE. ALL AIR DAMPERS ARE TO BE MARKED WITH TAPE OR PAINT AND IN C40OD WORKINCz ORDER DAMPER SHOULD BE SET IN THE FULL OPEN P05I T I ON FAN SCHEDULE FAN# MFG. TYPE CFM VOLTS PART# DUCT DIA. 1 BROAN CEILING EXH. FAN 70 120 QTXR070 4 INCHES 2 BROAN CEILING EXH. FAN 70 120 QTXR070 4 INCHES 3 BROAN CEILING EXH. FAN 70 120 QTXR070 4 INCHES H. V. A. C. EQUIPMENT SCHEDULE NOTE: ELECTRIC REQUIREMENT. FOR EQUIPMENT TO BE FIELD VERIFIED BY ELECTICTIAN/MECHANICAL CONTRACTOR. A/C MFG. ,OR EQUAL" MODEL NO. "EQUAL ,OR BETTER" SENSIBLE LATENT' TOTAL—BTUH COOLING/HEATING SEER VOLTAGE RLA. M.C.A. MOCP CFM 0/A CFM 0/A LINE 1 CARRIER AHU: FB4CNF048LOO COND: 24ABB348AO03 35520 12480 4 TONS10KW 48000 13 1/60 120/230 36.2/40 53.8/58.5 60/60 1530 260 8 ,, •27.6 34.2 50 DESIGNER HEREBY EXPRESSLY RESERVES THE COPYRIGHT AND OTHER PROPERTY RIGHTS IN THSE PLANS. THESE PLANS AND DRAWINGS ARE NOT TO BE REPRODUCED, CHANGED OR COPIED IN ANY FORM OR MANNER WHATSOEVER, NOR ARE THEY TO BE ASSIGNED TO ANY PARTY WITHOUT FIRST OPTAINING THE EXPRESSED WRITTEN PERMISSION AND CONSENT OF GERALD R. GROSS, A.LA. GERALD GROSS A.I.A. FARA arch i tec t IEDCO 2055 r1c>rth Ibis Drlyqe G r c) u p Srlri<y Brmoze�s, P'lorlda 33453 Build 'k=�Malntaln Q Optimize 3843.574.9088 755 RINEHART ROAD, STE. 200 FL. REG. ARCHITECT NO. AR0005998 LAKE MARY, FLORIDA 32746 DUCTS MUCH BE IN COMPLIANCE WITH CHAPTER 6, 2014 F.B.C.M. SEC. 603 SUPPORTS 5 ft. MAX. DISTANCE TYPICAL SPIN -IN FITTING / OR TAP COLLAR APPROVED HANGER WIRE MIN. R-6, 1 1/2" FIBERGLASS DUCT DRAW BAND FOR INTERIOR LINER OR FLEX IN ATTIC OR UNCOND. SPACE APPROVED HANGER WIRE MIN. R-6, 1 1/2" INSULATED FLEX SUPPORTS 5 ft. MAX. DISTANCE IN ATTIC OR UNCOND. SPACE Z?IHANGER CHANNELL 1.5 INCH WIDE (min.) 444-1-4 TYPICAL DUCT TRUNK SUPPORT DETAIL SEE GENERAL HVAC NOTE # 2 DUCT TRUNK TYPICAL DIFFUSER FOR 100% CLOSURES AND INSTALLATIONS IN NO CASE MATERIAL SUPPORTING FLEX DUCT THAT IS IN DIRECT CONTACT WITH IT MUST BE LESS THAN 1 J" INCHS WIDE EXTERIOR LINER SEAL SHALL FASTEN TO DUCT TRUNK AS PER 2014 FLORIDA MECHANICAL CODE SECTION 603 DUCT SUPPORT INTREVALS NONMETALLIC DUCTS HORIZONTAL DUCT - 5FT. ALL DUCT SHALL BE TESTED IN ACCORDANCE WITH UL 181 VERTICAL DUCT - 6FT: ALL DUCT SHALL BE LISTED AND LABELED AS CLASS 0 OR CLASS 1 ALL DUCT SHALL BE A MIN OF R-6 INSULATION IN UNCONDITION AREAS INLINE SUPPLY BRANCH 2, � � SUPPLY BRANCHES 71 <--AIR FLUW PERPENDICULAR SUPPLY TRUNK NOTEi ALL SUPPLY BRANCHES 'MUST' HAVE A MIN. OF 2FT. DISTANCE BETWEEN EACH COLLIER WHEN APPLICABLE. EXCEPT BRANCHES STRAIGHT PERPENDICULAR ACROSS FROM EACH OTHER. WALL CAP FLOOR W/ BACIKDRAFT C FIANG ABOVE DAMPER 7 rORRqOF EF PJ�� CEILING EXHAUST e GRILLE DUCT BATHROOM EXHAUST FAN DETAIL — SIDEWALL DISCHARGE= N.T.S. CEILING EXHAUST FAN DETAIL N T S ROOF CURB FLAT ROOF CAP CEILING/ROOF FLASHING MIN. EXH. DUCT FRAMING EXHAUST FAN EXHAUST DUCT ��—CEILING CEILING GRILLE ECHANICAL DETAILS. OFFICE/SERVICE BUILDING IFOR: TMT LOGISTICS SAIYFORD, FLORIDA COMMERCIAL HORIZONTAL AIR HANDLER PLATFORM DETAIL FASTEN ON 4 CORNERS^ MOTORIZED DAMPER MANUAL DAMPER REMIGEMRON SUPPLY ONES ;�� •� RETURN DUCT CONDENSATE DUCT DRAIN UNE : V7 CONDITI❑N AREA ATTIC ❑R UNCONDITIONED AREA A/H SITTING ON PLATFORM USE ALL SUPPLY AND RETURNS MUST BE PRESSURE TREATED 2 X 4'S IN AUX. MIN, R-6, I I/2' FIBERGLASS DUCT PAN OR FLEX IN ATTIC OR UNCOND, SPACE IN CONDITION SPACE MIN. R-4, I INCH. COMMERCIAL HORIZONTAL AIR HANDLER PLATFORM DETAIL NO COMMERCIAL A/H'S TO BE HUNG IN ATTICS SEE GENERAL HVAC NOTE #13 FOR CONDENSATE LINE NOTES, NOTE: SEE ELECTRICAL REQUIREMENTS F.B.C.M. 2014 MECHANICAL CHAPTER 3 306.3.1 NOTE, AS PER, F,B.C,M. 2014 MECHANICAL CHAPTER 3 306.3.2 1, THE SERVICE PANEL OF THE EQUIPMENT IS LOCATED WITHIN 6 FT. OF AN ACCESS 2, A DEVICE IS INSTALLED TO ALERT THE OWNER OR SHUT THE UNIT DOWN WHEN THE CONDENSATION DRAIN IS NOT WORKING PROPERLY, 3. THE ACCESS OPENING IS OF SUFFICIENT SIZE TO REPLACE THE AIR HANDLER 4. A NOTICE IS POSTED ON THE ELECTRIC SERVICE PANEL INDICATING TO THE OWNER THAT THE AIR HANDLER IS LOCATED ABOVE THE CEILING, SAID NOTICE SHALL BE IN ALL CAPITALS, IN 16 POINT TYPE, WITH THE TITLE AND FIRST PARAGRAPH IN BOLD. NOTICE TO HOME OWNER, A PART OF YOUR AIR CONDITIONING SYSTEM, THE AIR HANDLER, IS LOCATED IN THE ATTIC. FOR PROPER, EFFICIENT, AND ECONOMIC OPERATION OF THE AIR CONDITIONING SYSTEM, YOU MUST ENSURE THAT REGULAR MAINTENANCE IS PERFORMED, YOUR AIR CONDITIONING SYSTEM IS EQUIPPED WITH ONE OR BOTH OF THE FOLLOWING, 1) A DEVICE THAT WILL ALERT YOU WHEN THE CONDENSATION DRAIN IS NOT WORKING PROPERLY, OR 2) A DEVICE THAT WILL SHUT THE SYSTEM DOWN WHEN THE CONDENSATION DRAIN IS NOT WORKING. TO LIMIT POTENTIAL DAMAGE TO YOUR HOME, AND TO AVOID DISRUPTION OF SERVICE, IT IS RECOMMENDED THAT YOU ENSURE PROPER WORKING ORDER OF THESE DEVICES BEFORE EACH SEASON OF PEAK OPERATION. REVISIONS L. PROJECT #: 10680716C THIS HVAC SYSTEM AS DESIGNED IS IN COMPLIANCE WITH 2014 F.B.C.M. EFFICIENT ENERGY SERVICES, INC. ROY ABOOD, STATE OF FLORIDA RATER RESIDENTIAL #1316 & COMMERCIAL #1361 P.O. BOX 181 ALTOONA, FL. 32702 PHONE — 352-669-9090 www.efficientenergyservicesinc.com PROJECT NO.: OET841„i2 DATE: a AUG 2016 DRAWN BY: \ TML Uj J B G F E p C 1 8 • • • NB 0 • __ — _ -.-.- ®® ® ®® — _ — - — -_®® ® ®®_ Jim® �® — ___- _ ®® ® ®® __.. _ ®® Im® --.--- —- ------ — — --- L -- -- --J I L- -- - - - J I L - - - - - --- -J I L - - - - - - - -J I IM I 1 I IM E f I I I I I I 1 I i I 1 1 1 07 i i I ® I I 1 I 1 I i SERVICE DRINK 5 INK R- O 1L151 WIH A/G �' GoMP. 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I 101 I O 1 1 I I I 1 I u WATER METER a SHUT CFF E:Bcl Gr-c>up BuildaMalntaln� Optimize 755 RINEHART ROAD, STE. 200 LAKE MARY, FLORIDA 32746 001 OFFICE/SERVICE BUILDING IFOR: TMT LOGISTICS sAnFo, FLORIDA d. L REVISIONS SCALE: 1/4" = P-0" PROJECT NO.: Or=T64P1 DATE: 8 AUG 2016 P-1 DRAWN BY: TML + t. (A/CH) 3i4" (Aicw 3/4' B.V EXPAN510N RI=LIF-F VLV. DRINKIN FOUNT I/2" WATER HEATER 3/4" 3/4" 3/4 " /! \ (A/CH) LAV,. (A/GHJ 3/4 " (A/CH) 4 \ i W/C SHOWER \� (A/CH) 4' \ (AicH) 21 a > < 2' VTR 11 (A/CH) I Xw 2 ✓ ( D/F /2 Mfr 1/2 I/2 " W/C r "28 /2. W/C 3/4- 4- 1 / 12' VTR 4 �. I/2' \ s.; SINK 1/2,W \ (acwA/CH) 1 \ 2, \I ` I 1LAV " 2' VTR 1 2� W/C 1 1 \` 3/4 1 \ I1 2- 12' VTR 1 OWER 1 SINK 4' 1 3/4' N,4" METER ` �� Ll 2' LAV Lu/c aTR.TURN WATER DIAGRAM LEGEND L.E(�;E I FULL OPEN 1 (A/CN) =AIR CHAMBER � VTR - VENT THROUGH ROOD 2" � INSULATED Nor WATER LINE AAV - AIR AIDMITTANCE VALVE COLD MATER LINE FRESHWATE .,I-S,,ER N.T.s. PLUMBING SEWER RN.T.S. DESIGNER HEREBY EXPRESSLY � � � r RESERVES THE COPYRIGHT AND OTHER et, d rr\ GERALDPLUMBING REVISIONS PROPERTY RIGHTS IN THSE PLANS. G �'c GROSS A.I.A.FARA DIAGRAMS PROJECT NO.: Z0 � OEt54E1 THESE PLANS AND DRAWINGS ARE _ ® Z NOT TO BE REPRODUCED, CHANGED A r C h I t e C t OFFICE/SERVICE BUILDING IFOR: m OR COPIED IN ANY FORM OR MANNER I 5 , -T DATE: cr WHATSOEVER, NOR ARE THEY TO BE $ 20#iT iYoYtY1 11>10 Drly G r c) u T�/�TLOGISTICS S AUC 201�oASSIGNED IN ANY PARTY WITHOUT $r1n Breezes, r'1or1det 33455 Bu(Id �-Maintain � O tlmlze 1 � � ■ 1 L Q FIRST OPTAINING THE EXPRESSED _ Y P DRAWN BY: P-2 WRITTEN PERMISSION AND CONSENT-' ��% �" - _ - •�q ��# # 386•'574.9088 755 RINEHART ROAD, STE. 200 w N B 0_ OF GERALD R. CROSS, A.LA. 0 �' / FL. REG. ARCHITEC_r NO. AR0005998 LAKE MARY, FLORIDA 32746 SANPOM,. FLORIDA 4....ry7 G A � � 12 5'x0' T T A/G 21'-4" 20'-8" 20'-8" 2(d'•-8' 20'-4" 211_4" COMP. 8'-8" 10'-0' 2'-8" 6'-8" 10'-0" 4'-0' 5'-4" 10'-0' 5'-4' 4'-0' 10'-0' 61-8" 2'-8" 10'-0' 11-8' 2' P.Y.C. CHASE UNDER v SIDEWALK FOR ELEC. CHASE TO A/C COMP.. r) v M.O. M.O. M.O. M.O. M.O. 25 'Z-4 " CONC. �/ /�,'. X S-2 TYP. to A 61DF-WALK ii i, t [L r�All- �r� _ r� AIL—r� — _ B r� Irl `� — --. — r� it i,'• ' 3 1 3 ' 3 1 3• 2 / 1 •1 •3 1 ,2 6-2 S-2 S-2 S-2' S-2 S-2 Et 4° h.Y.C. CHA51= UNDER . SLAB FOR A/C CHASE r. ... : CONTRACTION '. CONTRACTION JOINTS JQINT57 'El � I bl I. . 1 . OILi , I OPE is " +4�'3 FINISHED FLOOR , I j MAX. 1- S '2 (S' 2 S 2 S 2 S 2 4 --1"' 3'-4" �i 7'-4' I— (� CONTRACTION :. JOINTS DRI FOUNTS fys~ 1 (� -1 W/H 1 - 9'-� 4 I`'I I� �'i , J, 4 - — X ko L J L_ J - / 4' IU4ILL _ Ll LAV,'— U1/C 4L I 5H0 ER �' ' .. CONTRACTION ' CONTRACTION W/C LAV JOINTS r JOINTS— rrl�i 1 I L J N' f®,_�,• 1 : FINiSi IED FLOOR a� — •r . GONC. FILLED BLOCK' ' cn CELL W1 (I) "5 VERT. CONT. W1 25'. LAP s' 10' ®I 1 3 1' 1 3' 1 1 3 1 H©oK m FTG. CT'CPJ 5�2 5-2 S-2 :' S-2 S-2 S-2 S-2 S-2' : S.2 1 6 S-2 S-2 1 S-2 3' S -a 2 6 I.. s-2 S--2 El Eq Em jig Py � p 25 BALLORD I I iii -� 4' CONC. I S-2 YP. I I I CONC. FILLED BLOCK CELL U1/ lU "5 VERT. CONT. W1 10' HOOK Q _s'l" SIDEWALK I. FTG. E=ND m SLAB (TYP. CIRCLE) l 6'-01 10'-0' M.O. 61-4' I 6'-8' 10'-0' M.O. 6'-8" 1-4' 3'-01 3K!'-01 3'_1G�' 11-4" 5'-09 11�SC./ 22'-4" 1 22'-8' I 23'-4' I I 56'-8' I 51DEWALK 21'-4" 201-8" 20'-8' 20'-8' 20'-4" 21'-4' 125'-0" DESIGNER HEREBY EXPRESSLY RESERVES THE COPYRIGHT AND OTHER PROPERTY RIGHTS IN THSE PLANS. THESE PLANS AND DRAWINGS ARE NOT TO BE REPRODUCED, CHANGED OR COPIED IN ANY FORM OR MANNER WHATSOEVER, NOR ARE THEY TO BE ASSIGNED TO ANY PARTY WITHOUT FIRST OPTAINING THE EXPRESSED WRITTEN PERMISSION AND CONSENT OF GERALD R. GROSS, A.I.A. M U ME FOUNDATION PLAN GERALD GROSS A.I.A. FARA architect 201%T nc)rVIA Ibis► Drlrr*-- Briny Breezes, Florida 38433 888.87•.9088 FL. REG. ARCHITECT NO. AR0005998 EBcs G � r- c:) u p Build Maintain Na Optlmlze 755 RINEHART ROAD, STE. 200 LAKE MARY, FLORIDA 32746 m U OFFICE/SERVICE BUILDING IFOR: TMT LOGISTICS vv SAl`IP'OIiD, FLORIDA ,m REVISIONS O, SCALrE: 1/411 P- SII PROJECT NO.: 0ETS4A1 DATE: S AUG 2016 DRAWN BY: TML 01- 03 0 :1) / DESIGNER HEREBY EXPRESSLY RESERVES THE COPYRIGHT AND OTHER PROPERTY RIGHTS IN THSE PLANS. THESE PLANS AND DRAWINGS ARE NOT TO BE REPRODUCED, CHANGED OR COPIED IN ANY FORM OR MANNER WHATSOEVER, NOR ARE THEY TO BE ASSIGNED TO ANY PARTY WITHOUT FIRST OPTAINING THE EXPRESSED WRITTEN PERMISSION AND CONSENT OF GERALD R. GROSS, A.I.A. FLAT ROOF 1.--_f, NOTE: DESIGN PRESSURES FOR COMPONENTS AND CLADDING ARE DESIGNED FOR 10 S.F. OR LESS 'AND APPLY TO ALL COMPONENTS AND CLADDING UNLESS SPECIFICALLY NOTED ON PLANS OTHERWISE. 13ERALD -7 GROSS A.I.A. FAM arch I t e c t 203T 1`iort>ri Ibis Drly� Briny Brfma, P'lorlcleL 33453 386.$74.9088 FL. REG. ARCHITECT NO. AR0005998 WIND DESIGN NOTES E:Dcl Group Build '-- Maintain a Optimize 755 RINEHART ROAD, STE. 200. LAKE MARY, FLORIDA 32746 P3.5 5TD 5TEEL PIPE FILLF W/3000 PSI GONG. ASPHAULT, GRADE OR GONG. DRIVE 4' GONG. SLAB W/ 6x6 010 WELDED WIRE MESH GRADE VARIES OR F15EF41ESH REINF. 6 -MIL. VAPOR �1 BARRIER ON CLEAN, WELL COMPACTED i2' 12'xBYD) CONT. MONO. TERMITE TREATED FILL - FTG. W/ (1) "5 CONT. TURNED EDGE l ✓ - GONG. FILLED BLK. CELL W/ (1) "5 ROD VERT. CONT. FROM.. SUffMFIRANEAN TERMITE PROTECl10N WIND ZONE DESIGN LOADS: FTR TO TIE BEAM W/ 25' LAP REINFORCED CONCRETE CLEARANCE BETWEEN EXTERIOR WALL COVERINGS AND m BTM. 4 10' HOOK m LINTEL CODE, RESIDENTIAL, 5th EDITION (2014). THE DESIGN CRITERIA ARE AS FOLLOWS: W/«5 REBAR VERT. CONT. ULTIMATE DESIGN WIND SPEED: 139mph FINAL EARTH GRADE ON THE BUILDING SHALL NOT BE NOMINAL DESIGN WIND SPEED: 108mph 010 WELDED WIRE MESH WIND IMPORTANCE FACTOR: I LE55 THAN Co INCHES, (FBC 1403.1.6) EXCEPT: BUILDING CATEGORY: II RCA ALL CONCRETE DESIGN AND PLACEMENT SHALL BE IN STRICT WIND EXPOSURE: 1. PAINT OR DECORATIVE CEMENTITIOUS FINISH • INTERNAL PRESSURE COEFFICIENT: 0.18 ACCORDANCE WITH ACI 318-98, 'BUILDING REQUIREMENTS FOR 6 -MIL. VAPOR LESS THAN %' THICK ADHERED DIRECTLY TO FOR WIND LOADS: 0 REINFORCED CONCRETE." ROOF PITCH: THE MASONRY FOUNDATION SIDEWALL. 6 -MIL. VAPOR MEAN PARAPET HEIGHT: 19.33' ABV. GRADE I� 5 2. ACCESS OR VEHICLE RAMPS WHICH RISE TO MAIN BUILDING HEIGHT(H): 21' RC -2. STRUCTURAL CONCRETE SHALL CONFORM TO ACI 301 ...< .. i `tt v THE INTERIOR FINISH FLOOR ELEVATION FOR LENGTH (L)/WI DTH (W): 125' X 50' 4', : N SPECIFICATIONS, AND SHALL DEVELOP THE FOLLOWING MINIMUM EDGE DISTANCE THE WIDTH OF SUCH RAMPS ONLY. ccl FILL WAY COMPRESSIVE STRENGTHS AT 28 DAYS, AS WELL AS OTHER L or W; 40% x H; 3' MIN.) a 3. A FOUR INCH INSPECTION SPACE ABOVE PATIO DESIGN PRESSURES FOR COMPONENTS & CLADDING (psf): PROPERTIES SPECIFIED IN THESE DOCUMENTS. (SEE SPECIFICATIONS ROOF: ZONE AND GARAGE 6LA55 AND ENTRY AREAS. °•.. ZONE FOR ADDITIONAL DESIGN MIX REQUIREMENTS. I 2 I EMBED. 12' MIN. 4. IF THE PATIO HAS BEEN SOIL TREATED FOR 3: 13.6/-84.4 FOOTINGS: 3,000 PSI OVER HANG, FASCIA and SOFFIT) TERMITES, THE FINISH ELEVATION MAY MATCH WALL: ZONE 4: 32.5/-34.5 SLABS ON GRADE: 3,000 PSI, 41/a' THK. MIN. (5' NOM. ZONE THE BUILDING INTERIOR FINISH FLOOR FTG. W/ (3) 05 CONT. --/FTG. W/ (3) 05 CONT. �ry ELEVATION ON MASONRY CONSTRUCTION ONLY. 5TErl WALL RC -3. ' CONCRETE SHALL BE READY -MIX, REGULAR WEIGHT FOR ALL (1) 05 ROD VERT. CONT. FROM 5, MASONRY VENEERS 8x8x16 G.M.U. COL. I I EMBED, 12' MIN. STRUCTURAL USES, WITH MINIMUM DRY DENSITY OF 140 LB- PER 1, .1 ID BTM. 4 10' HOOK a LINTEL CUBIC FOOT. CONDENSATE LINES AND ROOF DOWN SPOUTS SHALL 5' GONG. SLAB W/ 6x6 I 4" GONG. SIDEWALK W/ 6x6 STEEL BASE I I OR FIBERMESH REINF. DISCHARGE AT LEAST ONE FOOT AWAY FROM THE #10 WELDED WIRE MESH OR RC -4, CHAMFER ALL EXPOSED CONCRETE EDGES, INCLUDING THOSE TO OR FIBERMESH R>=INF. STRUCTURE 51DEWALL, WHETHER BY UNDERGROUND P15EWESH REINF. I I 0 -0" RECEIVE STUCCO FINISH (3/4') UNLESS NOTED OTHERWISE. IIN PIPING, TAIL EXTENSIONS, OR 6PLA51-1 BLOCKS. GUTTERS FIN. FLR • ,;.. I _..}-.a . •,.-� �•' FIN. FLR .;::; . ..,.., ,..... • WITH DOWN SPOUTS ARE D ON ALL BUILDINGS WITH EAVES OF LE55 THANN 51X 51x INCHES HORIZONTAL RC -5. REINFORCING STEEL SHALL BE DETAILED, FABRICATED AND 6 -MIL. VAPOR PROJECTION EXCEPT FOR GABLE AND RAKES OR ON A STD. STEM WALL INSTALLED IN ACCORDANCE WITH ACI 318-98 AND ACI DETAILING _ i ROOF ABOVE ANOTHER ROOF. IRRIGATION/5PRINKLER IT TERMITE TREATED FILL MANUAL, ACI 315. AND R15ER5 FOR SPRAY HEADS SHALL NOT BE _°-': ° ..° CLEAN, WELL COMPACTED INSTALLED WITHIN ONE FOOT OF THE BUILDING 51DEW4LL. • RC -6, REINFORCING STEEL SHALL BE NEW, DEFORMED BARS, FREE OF 4 10' HOOK 6 FTG. (FBG 1503.4.4) I m 36'x36'(D) GONG. PAD RUST, SCALE AND OIL, CONFORMING TO A5TM A-615, GRADE 60 WITH 28' AN APPROVED PHYSICAL BARRIER SHALL ALSO BE U1/ (4) #5 EA. WAY FTG. W/ (3) 05 CONT. A MINIMUM YIELD STRENGTH - 60,000 P51, UNLESS OTHERWISE INSTALLED FROM BELOW THE WALL SILL PLATE OR FIRST /--� 5TEM WALL I@ 511DE1>,J,ALK SHOWN. BLOCK COURSE HORIZONTALLY TO EMBED IN A MORTAR JOINT. IF MASONRY EXTENDS BELOW GRADE, A TERMITE KC -1. PROVIDE CONTINUOUS REINFORCEMENT WITH ACI CLA55 'B' PROTECTIVE TREATMENT MUST BE APPLIED TO THE LAB SPLICES, OR AS NOTED OTHERWISE. CAVITY CAVITY CREATED BETWEEN THE VENEER AND THE FOUNDATION, IN LIEU OF A PHYSICAL BARRIER (FBG 21162) RC -8. WELDED WIRE FABRIC REINFORCEMENT SHALL CONFORM TO ASTM A-185. PROVIDE MINIMUM 6' LAPS, TYPICAL. PROVIDE BRICK, STONE, OR OTHER VENEER SHALL BE SUPPORTED ADEQUATE SUPPORTS AND BOLSTERING TO PRESERVE THE BY A CONCRETE BEARING LEDGE OF SUCH THICKNE55 AS REQUIRED BY CHAPTER 14, WHICH 15 POURED SPECIFIED POSITION OF THE MESH DURING CONCRETE INTEGRALLY WITH THE CONCRETE FOUNDATION. NO CIIED AND FINISHING. SUPPLEMENTAL CONCRETE FOUNDATION POUR5 WHICH WILL CREATE A HIDDEN COLD JOINT SHALL BE USED RC -9. TERMINATE ALL DISCONTINUOUS ENDS OF TOP BARS WITH WITHOUT SUPPLEMENTAL TREATMENT IN THE FOUNDATION STANDARD AGI HOOKS. TURN HOOKS UP OR DOWN INTO UNLESS THERE IS AN APPROVED PHYSICAL BARRIER SUPPORTING STRUCTURE. CORNER BARS SHALL BE 5UPPLIED (FBC 21162) AND PLACED IN ADDITION TO HOOKED ENDS, PER THE CLEARANCE BETWEEN WOOD SIDING AND EARTH ON THE DETAILS IN THESE DOCUMENTS. EXTERIOR OF A BUILDING SHALL NOT BE LE55 THAN ro INCHES EXCEPT WHERE SIDING, SHEATHING, AND WALL RC -10. PROVIDE THE FOLLOWING MINIMUM CONCRETE COVERAGE FRAMING ARE OF APPROVED PRESERVATIVE TREATED OVER REINFORCING UNLESS NOTED OTHERWISE: WOOD OR APPROVED NATURALLY DURABLE WOOD. (FBG 22042.6) FOOTINGS, BOTTOM AND ENDS: 3' DECKS, FENCES, PATIOS, PLANTERS, OR OTHER WOODEN FOOTINGS, TOP: 2' BUILDING COMPONENTS THAT DIRECTLY ABUT THE SLAB ON GRADE, BOTTOM: 3' SIDEWALL OF THE FOUNDATION OR THE STRUCTURE SHALL SLAB ON GRADE, TOP: IN BE CONSTRUCTED 50 A5 TO PROVIDE: 1. 18 INCHES CLEARANCE BENEATH, OR 2. 6 INCHES CLEARANCE BETWEEN THE TOP OF RC -11. PROVIDE CORE TESTING EVERY 50 CUBIC YARDS DURING THE COMPONENT AND THE EXTERIOR WALL SLAB POUR COVERING OR, RC -12. PROVIDE CONCRETE SLAB SAW CUTS PER ACI 224.38 AS FOLLOWS: 3. HAVE COMPONENTS THAT ARE EASILY MAX. JOINT WIDTH = 24 TO 36 TIMES SLAB THICKNESS (15' MAX.) REMOVABLE BY SCREWS OR HINGES TO ALLOW MAX. JOINT LENGTH = 1.5 TIMES THE WIDTH ACCESS FOR INSPECTION OF THE FOUNDATION SIDEWALL AND TREATMENT FOR TERMITES. CUT DEPTH = I/4 OF THE SLAB THICKNE55 (I' MIND (FBC 23042.1) NOTE: SAW -GUT JOINTS SHOULD BE RUN WITHIN 4 TO 12 HRS. AFTER THE CONCRETE POUR HA -5 BEEN FINISHED. SUBTERRANEAN TERMITE FOUNDATION GENERAL NOTES 1PROTECTION FLAT ROOF 1.--_f, NOTE: DESIGN PRESSURES FOR COMPONENTS AND CLADDING ARE DESIGNED FOR 10 S.F. OR LESS 'AND APPLY TO ALL COMPONENTS AND CLADDING UNLESS SPECIFICALLY NOTED ON PLANS OTHERWISE. 13ERALD -7 GROSS A.I.A. FAM arch I t e c t 203T 1`iort>ri Ibis Drly� Briny Brfma, P'lorlcleL 33453 386.$74.9088 FL. REG. ARCHITECT NO. AR0005998 WIND DESIGN NOTES E:Dcl Group Build '-- Maintain a Optimize 755 RINEHART ROAD, STE. 200. LAKE MARY, FLORIDA 32746 P3.5 5TD 5TEEL PIPE FILLF W/3000 PSI GONG. ASPHAULT, GRADE OR GONG. DRIVE 4' GONG. SLAB W/ 6x6 010 WELDED WIRE MESH GRADE VARIES OR F15EF41ESH REINF. 6 -MIL. VAPOR �1 BARRIER ON CLEAN, WELL COMPACTED i2' 12'xBYD) CONT. MONO. TERMITE TREATED FILL - FTG. W/ (1) "5 CONT. TURNED EDGE l ✓ - GONG. FILLED BLK. CELL W/ (1) "5 ROD VERT. CONT. FROM.. 5' GONG. SLAB W/ (Ox6 WIND ZONE DESIGN LOADS: FTR TO TIE BEAM W/ 25' LAP DESIGN STATEMENT: THIS STRUCTURE HAS BEEN DESIGNED 1N ACCORDANCE WITH THE FLORIDA BUILDING m BTM. 4 10' HOOK m LINTEL CODE, RESIDENTIAL, 5th EDITION (2014). THE DESIGN CRITERIA ARE AS FOLLOWS: W/«5 REBAR VERT. CONT. ULTIMATE DESIGN WIND SPEED: 139mph 5' CONC. SLAB W/ 6x6 NOMINAL DESIGN WIND SPEED: 108mph 010 WELDED WIRE MESH WIND IMPORTANCE FACTOR: I if i tf t BUILDING CATEGORY: II IIN NN WIND EXPOSURE: C • INTERNAL PRESSURE COEFFICIENT: 0.18 5 6 -MIL. VAPOR DESIGN VARIABLES FOR WIND LOADS: 0 BARRIER ON CLEAN; ROOF PITCH: 4 FLAT ROOF 6 -MIL. VAPOR MEAN PARAPET HEIGHT: 19.33' ABV. GRADE I� 5 (1) 05 VERT. W/ 25' LAP > MAIN BUILDING HEIGHT(H): 21' 4 10' HOOK m FTG.�' ...< .. i `tt v MAIN BUILDING LENGTH (L)/WI DTH (W): 125' X 50' 4', : N TERMITE TREATED EDGE DISTANCE (a): 5.0' ccl FILL WAY (a = 10% x L or W; 40% x H; 3' MIN.) a STE�'1 uJ.4LL � DESIGN PRESSURES FOR COMPONENTS & CLADDING (psf): l `-h ROOF: ZONE 1: 13.6/-33.4 °•.. ZONE 2: 13.6/-56.1 I 2 I EMBED. 12' MIN. ZONE 3: 13.6/-84.4 (INCLUDES OVER HANG, FASCIA and SOFFIT) 5T0f;:E FRONT DOOR3 WALL: ZONE 4: 32.5/-34.5 28"xl2 "CD) CONT. ZONE 5: 32.5/-40.5 " I FLAT ROOF 1.--_f, NOTE: DESIGN PRESSURES FOR COMPONENTS AND CLADDING ARE DESIGNED FOR 10 S.F. OR LESS 'AND APPLY TO ALL COMPONENTS AND CLADDING UNLESS SPECIFICALLY NOTED ON PLANS OTHERWISE. 13ERALD -7 GROSS A.I.A. FAM arch I t e c t 203T 1`iort>ri Ibis Drly� Briny Brfma, P'lorlcleL 33453 386.$74.9088 FL. REG. ARCHITECT NO. AR0005998 WIND DESIGN NOTES E:Dcl Group Build '-- Maintain a Optimize 755 RINEHART ROAD, STE. 200. LAKE MARY, FLORIDA 32746 P3.5 5TD 5TEEL PIPE FILLF W/3000 PSI GONG. ASPHAULT, GRADE OR GONG. DRIVE 4' GONG. SLAB W/ 6x6 010 WELDED WIRE MESH GRADE VARIES OR F15EF41ESH REINF. 6 -MIL. VAPOR �1 BARRIER ON CLEAN, WELL COMPACTED i2' 12'xBYD) CONT. MONO. TERMITE TREATED FILL - FTG. W/ (1) "5 CONT. TURNED EDGE l ✓ - GONG. FILLED BLK. CELL W/ (1) "5 ROD VERT. CONT. FROM.. 5' GONG. SLAB W/ (Ox6 6'X16' CM.U. COLUMN FTR TO TIE BEAM W/ 25' LAP 61 FILLED CELLS m BTM. 4 10' HOOK m LINTEL i4 liltW/CONC. u - 1114 flill W/«5 REBAR VERT. CONT. OR FIBERMESH REINF. (1) 05 ROD VERT. CONT. FROM 5' CONC. SLAB W/ 6x6 .. q:, (3000 PSI) FTR TO TIE BEAM W/ 25' LAP 010 WELDED WIRE MESH 01-0" if i tf t OR FIBERMESH REINK /e 01-0, IIN NN 4 ..° FIN. FLR • STD. STEM WALL 6 -MIL. VAPOR .'.° 2 TO 4 COURSE iP : fP BARRIER ON CLEAN; OR FIBERMESH RFINF. 2 TO 4 G URSE 6 -MIL. VAPOR WELL. COMPACTED -uN- 1L,R (1) 05 VERT. W/ 25' LAP > t t' CLEAN, WELL 4 10' HOOK m FTG.�' ...< .. i `tt v c + COMPACTED 36'x36'(D) GONG. 4', : N TERMITE TREATED PAD W/ (3) X05 EA. R STP. STEM WALL iP ccl FILL WAY 3C?*�" EA. WAY 28"m STE�'1 uJ.4LL � i�IL�45TE% FTG. W/ (3) S CONT. l `-h I/ 1/2 r (4) 3/4' ANCHOR BOLTS ' 5' GONG. SLAB W/ (Ox6 L 8'X8' GONG. EDGE 61 010 WELDED WIRE MESH GONG. FILLED BLK. CELL W/ W/(I) 05 CONT. ' 16"4� CONC. FTG. OR FIBERMESH REINF. (1) 05 ROD VERT. CONT. FROM Sx8x16 G.M.U. .. q:, (3000 PSI) FTR TO TIE BEAM W/ 25' LAP FTR TO TIE BEAM W/ 25' LAP 01-0" 0 4. �. �.� �,,. ati FIN. FLR 4 ..° 5' GONG. SLAB W/ 6x6 14. 4' CONC. SIDEWALK W/ 6x6 • 6 -MIL. VAPOR .'.° STD. STEM WALL BARRIER ON CLEAN; OR FIBERMESH RFINF. 2 TO 4 G URSE -SOL L,4fi�D D E T4 I L WELL. COMPACTED -uN- 1L,R - TERMITE TREATED FILL 4 ` .II •4 . a ° 4', : N - 6 -MIL. VAPOR _ .IP ap 6 -MIL. VAPOR R STP. STEM WALL iP BARRIER ON CLEAN; i • li 28'x12'(D) CONT. 28"m 12' FTG. W/ (3) S CONT. 1• I/ 1/2 r (4) 3/4' ANCHOR BOLTS °•.. x �T �:' e A •..' �`+ I 2 I EMBED. 12' MIN. (I) 05 VERT. W/ 25' LAP ° - - 12 X 12 X 3,' STEEL 5TEt-1 WALL 5T0f;:E FRONT DOOR3 BASE PATE 28"xl2'(D) CONT. 28"xl2 "CD) CONT. 28" O 0 FTG. W/ (3) 05 CONT. --/FTG. W/ (3) 05 CONT. �ry GONG. FILLED BLK CELL W/ 5TErl WALL 6X6X114' STEEL C4) 3/4' ANCHOR BOLTS (1) 05 ROD VERT. CONT. FROM . - 8x8x16 G.M.U. COL. I I EMBED, 12' MIN. FTR TO TIE BEAM W/ 25 LAP 1, .1 ID BTM. 4 10' HOOK a LINTEL =11II I I 5' GONG. SLAB W/ 6x6 12 X 12 X 3/4' I 010 WELDED WIRE MESH 5' GONG. SLAB W/ 6x6 I 4" GONG. SIDEWALK W/ 6x6 STEEL BASE I I OR FIBERMESH REINF. 010 WFLDED WIRE MESH #10 WELDED WIRE MESH OR PATE I I OR FIBERMESH R>=INF. t. P15EWESH REINF. I I 0 -0" 0'-0' IIN FIN. FLR • ,;.. I _..}-.a . •,.-� �•' FIN. FLR .;::; . ..,.., ,..... • 4 :.' < '' 6 -MIL. VAPOR fP STD. STEM WALL BARRIER ON CLEAN, WELL COMPACTED _ i 2 TO 4 CURSE IT TERMITE TREATED FILL I. 3(0" EA: WAY6-MIL. VA OR BARRIER ON _°-': ° ..° CLEAN, WELL COMPACTED (1) "5 VERT. W/ 25' LAP • TERMITE TREATED FILL 4 10' HOOK 6 FTG. I m 36'x36'(D) GONG. PAD 28'x12'(D) CONT. 28' ,k U1/ (4) #5 EA. WAY FTG. W/ (3) 05 CONT. COLUMN PAID /--� 5TEM WALL I@ 511DE1>,J,ALK OFFICE/SERVICE BUILDING IFOR: TMT LOGISTICS 10 SAl`IFORD, FLORIDA REVISIONS d - L PROJECT NO.: Or=TG4S2 DATE: 8 AUG 2016 S-2 DRAWN BY: TML -- L Q z GONG. FILLED BLK. CELL W/ GONG. FILLED BLK. CELL W/ (1) 05 ROD VERT. CONT. FROM Sx8xl6 C.M.U. (1) 05 ROD VERT. CONT. FROM Sx8x16 G.M.U. FTR TO TIE BEAM W/ 25' LAP FTR TO TIE BEAM W/ 25' LAP = m BTM. 4 10' HOOK tv LINTEL III[- 1114 BTM, 4 10' HOOK - LINTEL u4 -:pli _ 5' GONG. SLAB W/ 6x6 14. 4' CONC. SIDEWALK W/ 6x6 5' GONG, SLAB W/ 6x6 010 WELDED WIRE MESH _ 010 WELDED WIRE MESH OR "10 WELDED WIRE MESH OR FIBI=RMESH REINF.- I. .. it, FIBFRMFSH REINF. OR FIBERMESH RFINF. t -IIN- .II -uN- 1L,R il' _ °N FIN. LR fiP = FIN. V .II •4 .•°+ I - 6 -MIL. VAPOR _ .IP ap 6 -MIL. VAPOR R STP. STEM WALL iP BARRIER ON CLEAN; i • li BARRIER ON CLEAN, 2 To 4 COURSE • •i WELL COMPACTED �•'• STD. STEM WALL TERMITE TREATED FILL ;. ''� I: II .. - WELL COMPACTED TERMITE TREATED FILL- 1• ° = T _ j °j•.. �+ 2 TO 4 COURSE 7. °•.. x �T �:' e A •..' �`+ (1) S VERT. W/ 25' LAP "^ ° (I) 05 VERT. W/ 25' LAP ° 4 10' HOOK w FTG. ---� 28" m 4 10' HOOK im FTG. �� m 28"xl2'(D) CONT. 28"xl2 "CD) CONT. 28" FTG. W/ (3) 05 CONT. --/FTG. W/ (3) 05 CONT. STEM WALL FfRONT COL. 5,45E 5TErl WALL � FOUNDATION DETAILS 1, .1 S�. _ P_ OFFICE/SERVICE BUILDING IFOR: TMT LOGISTICS 10 SAl`IFORD, FLORIDA REVISIONS d - L PROJECT NO.: Or=TG4S2 DATE: 8 AUG 2016 S-2 DRAWN BY: TML Q z _3 0 SAFE LOAD TABLE NOTES I. All values based on minimum 4' nominal bearing. Exception: Safe loads for unfilled lintels must be reduced by 2051. If bearing length is less than 6-1/2'. Safe loads for all recessed lintels based on 8' nominal bearing. 2. N.R. = Not Rated. 3. Safe loads are total superimposed allowable load on the section specified. 4. Safe loads based on grade 40 or grade 60 field rebar. 5. Additional lateral load capacity can be obtained by the designer by providing additional reinforced masonry above the precast lintel. 6. One 01 rebar may be substituted for two #5 rebara in 8' lintels only. 1, The designer may evaluate concentrated loads from the safe load tables by calculating the maximum resisting moment and shear at d -away from the face of support. 8. For composite lintel heights not shown, use safe load from next lower height. g. All safe loads to units of pounds per linear foot. GENERAL NOTES 1. Provide full mortar head and bed joints. 2. Shore filled lintels as required. 3. Installation of lintel must comply with the architectural and/or structural drawings. 4. Lintels are manufactured with 5-1/2' long notches at the ends to accommodate vertical cell reinforcing and grouting. 5. All Ilntela meet or exceed 1-/360 vertical deflection, except lintels 17'-4' and longer with a nominal height of 8' meet or exceed 1-/180. 6. Bottom field added rebar to be located at the bottom of the lintel cavity. 1. 1/32' diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 8. Cast -in-place concrete may be provided in composite lintel in lieu of concrete masonry unite. 9. Safe load ratings based on rational deafen analysis per AGI 318 and AGI 530 MATERIALS 1. f'c precast lintels = 3500 pal. 2. f'c prestressed lintels - (0000 pai. 3, f'c grout = 3000 pal w/ maximum 3/8' aggregate. 4. Concrete maeonry units (CMU) per ASTM C90 w/ minimum net area compressive strength - 1900 psi. 5. Rebar provided In precast lintel per ASTM A615 GR60. Field rebar per ASTM A615 GR40 or GR&O. 6. Prestressing strand per ASTM A416 grade 210 low relaxation. 1. 1/32 wire per ASTM A510. 8. Mortar per ASTM C210 type M or S. — INVI=RTI=D SXSXI6 G.M.U. 'U' LINTEL CONC. FILLED DBL. RIBBED POWER STEEL —1 t— -1 5/8' OPTION — C 8nx8n POWER STEEL LINTEL -BOTTOM REINFORCING PROVIDED IN LINTEL (VARIE5) 05 REBAR AT BOTTOM OF LINTEL CAVITY OPTION - A 8"x8" PRECAST LINTEL -BOTTOM REINFORCING PROVIE)EP IN LINTEL (VARIES) +'5 REBAR AT BOTTOM OF LINTEL CAVITY r OPTION — D 8'x6" RECESSED PRECAST LINTEL STEEL POWER BOX .4 d OPTION E 8"x6" POWER BOX LINTEL STEEL POWER BOX cp • r OPTION — B 8"x8" POWER BOX LINTEL 8'x6'x2'(H) CONC. 5LA5 m EA. END J = L7 Q W F- _ U J J� 00 H • Z F L() O I Z 00 . + a .-, L0 I 7-5/8" ACTUA 8" NOMINAL WIDTH F a LINTEIL FILLED WITH GROUT/ OF = UNFIL.LED 8F16-1B/1T NOMINAL WIDTH QUANTITY OF 05 NOMINAL HEIGHT REBAR AT TOP TYPEDESIGNATI❑N 05 REBAR AT TOP MIN. (1) REOT) 1/2' CLEAR C.M.U. 'U' BLOCK POURED CONC. LINTEL TYPE VARIES (SEE LINTEL OPTIONS) 8F48-1B/1T 8F54-1B/1T RECESSED BOND BEAM SECTIONS 8F80-1B/1T 5C,4LE: N/A DESIGNER HEREBY EXPRESSLY RESERVES THE COPYRIGHT AND OTHER PROPERTY RIGHTS IN THSE PLANS. THESE PLANS AND DRAWINGS ARE NOT TO BE REPRODUCED, CHANGED OR COPIED IN ANY FORM OR MANNER WHATSOEVER, NOR ARE THEY TO BE ASSIGNED TO ANY PARTY WITHOUT FIRST OPTAINING THE EXPRESSED WRITTEN PERMISSION AND CONSENT OF GERALD R. GROSS, A.I.A. GERALD � GROSS A. LA. FARA arch itec t 205 r noortri Ibis Driv* Byririy Breezers►,. P'I�ridga 3333 388."" ?x.9088 FL. REG. ARCHITECT NO. ARO005998 LINTEL PLAN EBCQD Gr-Ou p Build aMaintain a Optimize 755 RINEHART ROAD, STE. 200 LAKE MARY, FLORIDA 32746 OFFICE/SERVICE BUILDING IFrJR: TMT LOGISTICS SAIYP'ORD, FLORIDA Iq L. REVISIONS SCALE: 1/411 = 11-011 PROJECT NO.: ,a1=T54S3 DATE: 8 AUG 201(o DRAWN BY: TML S-3 r DESIGNER HEREBY EXPRESSLY RESERVES THE COPYRIGHT AND OTHER PROPERTY RIGHTS IN THSE PIANS, THESE PLANS AND DRAWINGS ARE NOT TO BE REPRODUCED, CHANGED OR COPIED IN ANY FORM OR MANNER WHATSOEVER, NOR ARE THEY TO BE ASSIGNED TO ANY PARTY WITHOUT FIRST OPTAINING THE EXPRESSED WRITTEN PERMISSION AND CONSENT OF GERALD R, GROSS, A.I.A. 20 — CHANGE IN TIE REAM SCALE: /�' _ -0' WINDOW HEADER DETAIL SCALE: 1' = 1'-0' MASONAR"'T' DETAILS Z 1_1vT II � LL U. INSERT 05 ROD IN 0 MODIFIED BITUMEN 6A II EPXOY FILLED DRILLED . z E II II HOLE s 70 � 15'-4' A.F.F. II LINTEL HT. 'e 4' CONC. SLAB WI&X6 010 VARIE6 (BTWN 15'-4" TO 14'-0') JOIST BEAR HT. II II WELDED WIRE MESH C O• 01-01 OIL cONC, FILLED 'U' CMU II I LINTEL W/ (1) +'5 'e FINISHED FLOOR e CEMETITIOUS FINISH'S 8X8 C.M.U. W/ HORZ. DURA -WALL m 16' O.C. ----- o7/15K4 STEEL BAR JOIST DRILL 3/4' DIA. HOLE 6' (MIN.) m 60' O.C. INTO CONC. FTG. W/ ST SEAT: LOC -TITS 2 -PART EPDXY - SEE FOUNDATION PLAN FOR WITH 6TIFFNER AT CENTER. W/ (2) FOOTER 61ZE AND REINF. 3/4' FRICTION FIT BOLTS EMBED 4 FTG. TYPE 5' IN C11.U. THIS APPLICATION COMPLIES WITH THE LETTER IN INTENT OF THE STANDARD BUILDING CODE AND THE DETAILS OF REINFORCEMENT A$ PUBLISHED BY THE AMERICAN CONCRETE INSTITUTE, SPECIFICALLY 318-89. 33 - DOWEL REPLACEMENT DETAIL CEMENTITIOU5 FIN15H ALUMN. WINDOW ( INSTALLED AS PER MANUF. SPECS.) ax&X16 C.M.U. e �i2' DRYWALL jZ 1x4 P.T. WINDOW BUCK W/ FILLED "U' CMU LINTEL TAPCONS AS PER SCHEDULE Ix6 P.T. FURRING STRIPS W1 (I} 1) "5 W/ ( BAR DONT. (SEE ELEVATION OR FLOOR PLAN) 25' MIN. LAP of CELL REINF. _ �` �' � RU83 BEAR HT. WINDOW JAMB DETAIL I+I SCALE: 1' 1'-0' +I (SEE ELEVATION OR FLOOR PIAN) Ijl -vu —TRUSS BEAR. HT. AA CONC. FILLED BLK CELL W/ T (1) 05 ROD VERT. CONT. FROM CONC.FILLED 'U' CMU LINTEL U FTR TO TIE BEAM W/ 25' LAP a W/ C"5 BAR DONT. h m BTM. 4 ISD' HOOK a LINTEL CEMENTITIOU5 FIN15W a �/s' DRYWALL ALUMN. WINDOW LINTEL HEADER (INSTALLED AS PER q (SEE LINTEL SCHEDULE q MANUF. SPECS.) FOR TYPE 4 REINF.) 5' MASONRY q EXTER WALL 1x6 P.T. FURRING STRIPS U q 1x4 P.T. WINDOW BUCK W/ TAPCONS AS PER II FASTENER SCHEDULE 20 — CHANGE IN TIE REAM SCALE: /�' _ -0' WINDOW HEADER DETAIL SCALE: 1' = 1'-0' MASONAR"'T' DETAILS 30 �- JOIST RRG (� C.M.U. SCALE: 3/4' .1'-0' Who TO W12 CONN. = (2) CLIP L5x5x3/ax12' (COPE BTM I 15 0 o _ t N _ • r1... - II II ILUI&X40 BEAM II 11 - (71 M.U, WALL P11N. (3) FILLED CELLS ('5EE PLAN) 34 - TYP. STEEL RM. TO CM ROOF PLAN DETAILS f=LG./BM. IF 4 A5 REG2'D) W/ EITHER 3/16" FILLET WI=LD ALONG TOP 4 VERT. LEG/L TO BM. or (3) 3/4'� A325 P30LT5 4 ANCHOR t0 CMU W/ l4) 3/4'� EXP. A.B. MIN. 5' 1CIGHT EMBED. �"c/c. MIN. VARIES USCALE: 3/4' _ i'-0- a a C> a O O I'XI4'X'/2' 5TL PLATE I I I ZwI(oX40 STEEL BEAM 1/4 I I I I ATTACH BEAM(5) TO PLATE TYP. i W1 (4) 3/4'4 A325 BOLTS IN SLOTTED HOLES I I I 6'X6'x'/4' STEEL COLUMN SCALE: 3/4' = 1'-0' VARIES w1k., 1 '-- ISK4 STEEL BAR JOIST ' (MIN.) II II II\__3'x3'K1/4' STEEL ANGLE CONT. W/ 5/6'x6' FRICTION FIT BOLT m 32' O.C. 32 ® STEEL ROOM LEDGER SCALE: 3/4' e 1' 11/2' 24 GA. B. DECK (TYP. B) GALV.\ 3/1110 V 2 W16X40 STEEL BEAM 1&K4 STEEL BAR JOIST 31 ® JOIST REARING o REAM SCALE: 3/4' -0' GERALf� REVISIONS PROJECT NO.: GROSS A.I.A. FARA [3c, xTDLH5522b or C h it 8 C t OFFICE/SERVICE BUILDINGIFOR: DATE: 20;3T North 1bi,s Drives Ir ® �.-� �1 `1� !T LOGISTIC, 'J 8 AUC Iq 2�1�o Briny Breezes, P'iorida 33483 Build a Maintain Optimize DRAWN BY; 388.1574.9088 755 RINEHART ROAD, STE. 200 FL. REG. ARCHITECT NO. AROOQ5998 .LAKE MARY, FLORIDA 32746 SANPORD, ]FLORIDA > TML ( Z L3x3xl/4xCONT. LL U. (TYP. DECK ANGLE U.O.N.) 0 MODIFIED BITUMEN 6A (SELF-ADHEARING) CAP LAYS . OVER $A POLY BASE LAYER _ 1%' 24 GA. R. DECK s (TYP. B) GALV. � 15'-4' A.F.F. • LINTEL HT. 'e VARIE6 (BTWN 15'-4" TO 14'-0') JOIST BEAR HT. C O• cONC, FILLED 'U' CMU LINTEL W/ (1) +'5 'e BAR CONT. e CEMETITIOUS FINISH'S 8X8 C.M.U. W/ HORZ. DURA -WALL m 16' O.C. ----- o7/15K4 STEEL BAR JOIST m 60' O.C. BC CEILING EXTEN51ON (TYP.) ST SEAT: - 4'X4'XI/4' 5TL. ANGLE X 10' LONG WITH 6TIFFNER AT CENTER. W/ (2) 3/4' FRICTION FIT BOLTS EMBED 5' IN C11.U. 30 �- JOIST RRG (� C.M.U. SCALE: 3/4' .1'-0' Who TO W12 CONN. = (2) CLIP L5x5x3/ax12' (COPE BTM I 15 0 o _ t N _ • r1... - II II ILUI&X40 BEAM II 11 - (71 M.U, WALL P11N. (3) FILLED CELLS ('5EE PLAN) 34 - TYP. STEEL RM. TO CM ROOF PLAN DETAILS f=LG./BM. IF 4 A5 REG2'D) W/ EITHER 3/16" FILLET WI=LD ALONG TOP 4 VERT. LEG/L TO BM. or (3) 3/4'� A325 P30LT5 4 ANCHOR t0 CMU W/ l4) 3/4'� EXP. A.B. MIN. 5' 1CIGHT EMBED. �"c/c. MIN. VARIES USCALE: 3/4' _ i'-0- a a C> a O O I'XI4'X'/2' 5TL PLATE I I I ZwI(oX40 STEEL BEAM 1/4 I I I I ATTACH BEAM(5) TO PLATE TYP. i W1 (4) 3/4'4 A325 BOLTS IN SLOTTED HOLES I I I 6'X6'x'/4' STEEL COLUMN SCALE: 3/4' = 1'-0' VARIES w1k., 1 '-- ISK4 STEEL BAR JOIST ' (MIN.) II II II\__3'x3'K1/4' STEEL ANGLE CONT. W/ 5/6'x6' FRICTION FIT BOLT m 32' O.C. 32 ® STEEL ROOM LEDGER SCALE: 3/4' e 1' 11/2' 24 GA. B. DECK (TYP. B) GALV.\ 3/1110 V 2 W16X40 STEEL BEAM 1&K4 STEEL BAR JOIST 31 ® JOIST REARING o REAM SCALE: 3/4' -0' GERALf� REVISIONS PROJECT NO.: GROSS A.I.A. FARA [3c, xTDLH5522b or C h it 8 C t OFFICE/SERVICE BUILDINGIFOR: DATE: 20;3T North 1bi,s Drives Ir ® �.-� �1 `1� !T LOGISTIC, 'J 8 AUC Iq 2�1�o Briny Breezes, P'iorida 33483 Build a Maintain Optimize DRAWN BY; 388.1574.9088 755 RINEHART ROAD, STE. 200 FL. REG. ARCHITECT NO. AROOQ5998 .LAKE MARY, FLORIDA 32746 SANPORD, ]FLORIDA > TML ( Z LL U. J F_ 0 DESIGNER HEREBY EXPRESSLY RESERVES THE COPYRIGHT AND OTHER PROPERTY RIGHTS IN THSE PLANS. THESE PLANS AND DRAWINGS ARE NOT TO BE REPRODUCED, CHANGED OR COPIED IN ANY FORM OR MANNER WHATSOEVER, NOR ARE THEY TO BE ASSIGNED TO ANY PARTY WITHOUT FIRST OPTAINING THE EXPRESSED WRITTEN PERMISSION AND CONSENT OF GERALD R. GROSS, A.LA. METAL CAP 2X8 P.T. NAILER W/'/4'X 4' TAPCON a 32' O.C. O 11/2' 24 GA. B. DECK (TYP. B) GALV. CONC. FILLED 'U' CMU LINTEL W/ (1) w-, XPS RIGID FOAM INSULATION, 30 .• 1 BAR CONT. R-19 MIN., 20 P51 MIN. S-5 MODIFIED 51TUMEN 5A (SELF-ADHEARING) CAP LAYER IS' -8' APF. OVER 5A POLY 13A51 LAYER u. OF OF C.M.U. (PARAPET) •:It STUCCO •:li 17'-4' A.F.F. :p. FRONT JOIST BR. HT. FLASHING (SEE FLASHING DETAIL) l ODIFIED BVARIES.ITUMEN 5A ROOF DECK Ht. II (5ELF-ADHEARING) CAP LAYER -- - OV1:R 5A POLY BASE LAYER CONIC. FILLED 'U' CMU LINTEL W/ (1) 22' BAR CONT. if METAL DRIP EDGE ' Ih • I ARCHED ROOF BEGINS m 14'-8' WITH 24' SPRING IN THE MIDDLE . ir. METAL FASCIA (ARCHED) OR _ `II li : NON-COMBU5TABLE MATERIAL CONIC. FILLED 'U' CMU LINTEL W/ (1) "5 !Ili STUCCO OVER PAPER HACKED MTL a , BAR CONT. LATH OVER DENSS GLASS (ARCHED) CORNER5 A5 NEEDED W /�1 (2) "8 NG SISCREWS .�u .. 10'-8' A.F.F. 8' VERT STUD WED STIFFNTER W/(4) 08 TECK WALL TOP TRACK LINTEL HT. 8' 20G CAP TRACK (ARCHED) 10'-0' APP ll' (2) 1/4' X 3'i2' TAPCON (TYP EA STUD) USE lie' X I'/2 CLIP W/(3) 08 TEKS 10 6DROP CLG. HT.' (ANTI -RAFTER ACOUSTICAL It ,V CEILING TILES Ir '/4' X 3'/2' TAPCON m LINTEL (TYP EA FLUSH GROUT FIN. Ir.. STUD) OR (3) HILTI X-DNIXI%' FA5TER5. (PAINTED)USE 1'/2' X 1'/2 CLIP WK3) 08 TEK5 im STUD 3%' 25 GA. MTL. TOP -TRACK II •. IC. 3 -LAYER STUCCO FINISH C'/a' MIN. TOTAL THK ON GALV. MTL. PAPER -BK LATHE ATTACHED n t0 SHEATHING m 6' O.C. EA. WAY II TYVEK OR EQUIVALENT MOISTER STRUCK BLK II BARRIER OVER SHEATHING '/2' DRYWALL W/ Ns' CRS. THRID. (PAINTED) DRYWALL SCREWS 8' O.C. m EDGES, II II I/2' DENSE GLASS 12' O.C. IN FIELD TO STUDS HORZ. DURA -WALL if 3%' 25 GA. MTL. 5TUP5 m 16' O.G. W/ 1X2 DECORATIVE METAL CHANNEL 16 O.C. II. - (CONTROL. JOINT) HORZ. m 24' O.G. (2 08 x 7/16' SELF -DRILLING PANSCREW IN TOP A BTM. TRACK K; 8' METAL STUDS (20G) m 16' O.C. .II•: I�: I NOTE 5 : 35/W MTL. BTM. -TRACK W/ CONI. FILLED BLK DELL W/ (1) S ROD VERT. CONT. FROM u • L NON-BEARING INTERIOR GONG. STUB -NAIL 1w 16' O.c. FTG. TO TIE�BEAM W/ 25 LAP 'll.a 8' MTL. BTM. -TRACK W/ CONC. W/1/2' A.B. m 32' PARTITION W/ MTL5TUD5 MAX. m BTM. d 10 HOOK m FOOTING O.C. MAX. (EMBED 5' : 4' CONC. SIDEWALK W/ 6x6 EXIST CON(. SLAB W/ REINP. II[ 010 WELDED WIRE MESH OR FIBERMESH REINF. .x ..... ... F L FINISHE (D -0 EXIST .. 11 • FLOOR •air '�II STD. STEM WALL "� : _Aj•.. 2 TO 4 COURSE 1 S-2 4 - ENTRY CURTAIN WALL and ROOF 5CALE: /2' 1'-0' 3 NON -REARING PARTITIONS SCALE. _ '_ ' .. 2 I 0 fEDC, GrOu Bulld '*z�Malntaln � Optimize 755 RINEHART ROAD, STE. 200 LAKE MARY, FLORIDA 32746 6' 25 GA. MTL. TOP -TRACK 6' X II' SERVICE 4 MECHANICAL PLATFORM tv 11' -10' Afi.F 3/4' PLYWD. OVER E�' 20ga STEEL HORZ 0 16" iO.C. PLYWD. TO BE PIRH RETARDANT. 1/2' GYPSUM BOARG> (WAREHOUSE SIDE ONLY ABY. 10' A.F.F. 5'/2' BATT. IN5UL. — 6' (20GA) MTL. 5TU P m 24' O.C. OFFICE/SERVICE BUILDING IFOR: TMT LOGISTICS I& 9AlYFOKD, FLORIDA 1'/2' 24 GA. B. DECK (TYP. B) GALV. XP8 RIGID FOAM INSULATION, R-19 MIN., 20 P51 MIN. MODIFIED BITUMEN SA (SELF-ADHEARING) CAP LAYER OVER 5A POLY BASE LAYER _\ A.H.U. IN PAIN VARIES. ROOF DECK Ht, M®lyet Engineering LLC Bryan A Molyet PF_ II' -4' AFF Cart. of AxA.o N .9855 ux. No. PE 041 509 i 1060 East Ind atrial u Drive, Suites W :> PLATFORM BR- Ht. ChangeCity, Florida 32763 voiCe.386.774.8825 fax.386.774.8523 '�•� fEDC, GrOu Bulld '*z�Malntaln � Optimize 755 RINEHART ROAD, STE. 200 LAKE MARY, FLORIDA 32746 6' 25 GA. MTL. TOP -TRACK 6' X II' SERVICE 4 MECHANICAL PLATFORM tv 11' -10' Afi.F 3/4' PLYWD. OVER E�' 20ga STEEL HORZ 0 16" iO.C. PLYWD. TO BE PIRH RETARDANT. 1/2' GYPSUM BOARG> (WAREHOUSE SIDE ONLY ABY. 10' A.F.F. 5'/2' BATT. IN5UL. — 6' (20GA) MTL. 5TU P m 24' O.C. OFFICE/SERVICE BUILDING IFOR: TMT LOGISTICS I& 9AlYFOKD, FLORIDA 1'/2' 24 GA. B. DECK (TYP. B) GALV. XP8 RIGID FOAM INSULATION, R-19 MIN., 20 P51 MIN. MODIFIED BITUMEN SA (SELF-ADHEARING) CAP LAYER OVER 5A POLY BASE LAYER _\ A.H.U. IN PAIN VARIES. ROOF DECK Ht, 1 -PARTITIONS W/MECHANICAL LANDING It t: PROJECT NO.: OET5461 DATE: 5 AUG 201ro DRAWN BY: TML SCALE: ''/2' = 1'-0' S-7 J i -� II' -4' AFF i PLATFORM BR- Ht. DROP CLG. Ht. �/ ACOUSTICAL CEILING TILES '/2' GYPSUM BOARD EA. SIDE (BELOW 35/a' gra GA. MTL. TOP TRACK - 12'-0' Ar-r-.3a/a' 20 GA. MTL. STUDS 9 16' O.C. - TOP AT 12'-0' FOR ALL STUDS SUPPORT MECHANICAL EQUIPMENT 6' (20GA) MTL. AND SERVICE PLATFORM STUD a h' O.G. AV 20 GA. MTL. 5TUD5 m 16' O.C. - TOP AT 12'-0' FOR ALL STUDS SUPPORT MECHANICAL EQUIPMENT =-05 5'/2' 5ATT. INSUL. AND SERVICE PLATFORM 6' MTL. BTM. -TRACK 3Na' MTL. BTM. -TRACK W/ W/ CONC. STUB -NAIL CONC. STUB -NAIL g 16' O.C. 16' O.C. MAX. MAX. EX15T CONC. SLAB W/ REINF. f 11 0'-0' EXIST .. - — ..... --. ,..:.. — — — .:.:. — — ...., — — ...:. ..� . � FINISHED FLOOR 1 -PARTITIONS W/MECHANICAL LANDING It t: PROJECT NO.: OET5461 DATE: 5 AUG 201ro DRAWN BY: TML SCALE: ''/2' = 1'-0' S-7 J i u WATER METER, 4 SHUT oil l i :✓ . t" a ra .. REVISIONS PROJECT NO.; SEWER PLAN ,4 1/28/17 (3R1=ASS INTERCEPTOR OET64PI OFFICE/SERVICE BUILDING FOR: d- a AUG ,aI6 TMTLOGISTICS �.. DRAWN BY: > ` w TML!,' SAl` MM, FlLOKIDA DESIGNER HEREBY EXPRESSLY �/� " FZ. �= �s, �� GERALD RESERVES THE COPYRIGHT AND OTHER PROPERTY RIGHTS IN THSE PLANS. Cj GROSS A.LA. FAM THESE PLANS AND DRAWINGS ARE NOT TO BE REPRODUCED, CHANGED \ a r c h i t e c t OR COPIED IN ANY FORM OR MANNER WHATSOEVER, NOR ARE THEY TO BE \ ' �� 20',S' T Nc>rtYi Ybis Drive ASSIGNED TO ANY PARTY WITHOUT FIRST OPTAINING THE EXPRESSED ' ,� j Briny Breeze, P'lorldrat 333 WRITTEN PERMISSION AND CONSENT oF GERALD R. GROSS, A.I.A. c � /. FL. REG. ARCHITECT NO. AR0005998 DESIGNER HEREBY EXPRESSLY RESERVES THE COPYRIGHT AND OTHER PROPERTY RIGHTS IN THSE PLANS. THESE PIANS AND DRAWINGS ARE NOT TO BE REPRODUCED, CHANGED OR COPIED IN ANY FORM OR MANNER WHATSOEVER, NOR ARE THEY TO BE ASSIGNED TO ANY PARTY WITHOUT FIRST OPTAINING THE EXPRESSED WRITTEN, PERMISSION AND CONSENT OF GERALD R. GROSS, A.I.A. 1 2" � \I 2' I \ ` 2 1 2\,/TR OILIER SINK 4' 2' e < J- i= NI m LA„ I W/C VTR - VENT THROUGH ROOF - 2" ` AAV - AlR ,AF-) IITTANCE VALVE FRESH WATER a ISEA► N.T.S. .) PLUMBING SEWER RISER N.T.S. GROSS A.LA. FARA architect ,l�' j 208T 1`iortYi Ibis Drlve 7;,fl fd Sriny Breezes, P'Iorlda X3 ;53 386.374��7TE 9088 �FLTEG.;�7N O.M0005998 LUMBING DIAGRAMS REVISIONS PROJECT NO.: 4 1/26/11 CzREASE INTERCEPTOR OET54EI OFFICE/SERVICE BUILDING FOR: DATE: TMT L.OGISTICS �: 8 AUG 201(o P--2 DRAWN BY: SAI`IP'ORD, FLOWDA > TML 1. The Contractor shall be responsible for locating and verifying all existing utilities prior to construction, and for notifying the various utility companies to make the necessary arrangements for any relocation, disruption of service, or clarification of activity regarding said utility. The Contractor shall exercise extreme caution when crossing an underground utility, whether shown on these plans or field located. Utilities which interfere with the proposed construction shall be relocated by the respective utility companies and the Contractor shall cooperate with utility company during relocation operations. Any delay or inconvenience by the various utilities shall be incidental to the contract. 2. The location of all existing utility services, facilities, and structural features shown on these plans have been determined from the best information and are provided for the convenience of the Contractor. The Engineer does not guarantee the accuracy or the completeness of the location information provided. Any inaccuracy or omission in such information shall not relieve the Contractor of his responsibility to protect such existing features from damage or unscheduled interruption of service. Should a discrepancy arise between these plans and actual field conditions, which would appreciably affect the execution of these plans, the Contractor will halt all construction and notify the Engineer immediately. 3. All work and materials furnished shall be in reasonable conformity with the lines, grades, grading sections, cross sections, dimensions, material requirements and testing requirements that are specified in the contract, plans, or specifications. 4. Prior to commencing work the Contractor shall furnish, erect and maintain all barricades, warning signs, and markings for hazards and the control of traffic, in reasonable conformity with the Manual of Uniform Traffic Control Devices for Streets and Highways or as directed by the City Engineer; such as to effectively prevent accidents in all places where the work causes obstructions to the normal traffic or constitutes in any way a hazard to the public. 5. The Contractor shall not excavate, remove, or otherwise disturb any material, structure, or part of a structure which is located outside the lines, grades or grading sections established for this project, except where such excavation or removal is provided for in the contract, plans or specifications. PROJECT LOCATION, MAP VICINITY MIP (NOT TO SCALE) THOMAS JR PKWY REOUI RED BUILDING PROVIDED EAST (FRONT) SR -16 of the N. P. D. E.S. General Permit. OWNER: ETS Auto Inco SURVEYOR. Ireland & Associites Surveying 106' NORTH (S/DEQ PROJECT SITE 2612 Sanford Avenue 1301 So International Parkway - Suite 2001 20' sections. Sanford, FL 32773 Lake Mary, Fl_ 32746 LIA Q Phone.. (407) 323-0711 Phone. (407) 678-3366 PROPOSFD BU/LD/NG Intersections shall be transitioned to provide smooth driving surface while 014 PROPOSED PAVE1IPIENT & S/W maintaining positive drainage. Should areas of poor drainage be observed, 059 TOTAL 1/W'PER110U5' the Contractor shall notify the Engineer prior to paving so that 0.74 67 c� TOTAL PERVIOUS recommendations for correction may be made. ENGINEER: Michael Wojtuniak9 P.E. UTILITY: ELECTRIC WATER/SEWER 9. Erosion Control Notes F.E. No. 60934 A. Provide effective temporary and permanent erosion control Engineered Permits, Inco Florlda Power and Light City of Sanford using the Florida Department of Transportation Standards Specifications for Road and all South Woodland Blvd sT Sunfordy FL 32771 Bridge Construction, 2016 Edition. (F.D.O.T. Section 104) Suite A Phone. (239) 430-1587 Phone.. (407) 688-5090 W 27TH Deland, FL 32720 10. Record Drawing: At the end of construction, the Contractor shall provide one 734-0830 set of drawings showing ALL CHANGES marked in waterproof red. set Fax: (386) 734-8226 11. All ground mechanical equipment shall be painted black, be fully screened with Email: epi@epieng.net r� o painted to match the building. Roof -top mechanical equipment shall be fully screened behind roof features and parapet walls to ensure it is not visible. E A/RPORl BLVD VICINITY MIP (NOT TO SCALE) NAV,Lcl- ETS AUTO USE- AUTOWOB/LE SALES IWAX BLDG f/E/G//T 50' OPEN SPACE REOU/RED 33/ EX/ST/NG ETS AUTO ZONING /S CITY OF SANFORD GC2 (GENERAL COMWE-RC/AL ) BU/LD/WG SETBAC/(S 6. Contractor to maintain weekly monitoring reports per general conditions REOUI RED BUILDING PROVIDED EAST (FRONT) 25' of the N. P. D. E.S. General Permit. OWNER: ETS Auto Inco SURVEYOR. Ireland & Associites Surveying 106' NORTH (S/DEQ 7. Storm pipe lengths called out on plans include flared or mitered end 2612 Sanford Avenue 1301 So International Parkway - Suite 2001 20' sections. Sanford, FL 32773 Lake Mary, Fl_ 32746 EXISTING PAVEtiIENT & S/W 8. Contractor is responsible for grading all pavements to drain positively. Phone.. (407) 323-0711 Phone. (407) 678-3366 PROPOSFD BU/LD/NG Intersections shall be transitioned to provide smooth driving surface while 014 PROPOSED PAVE1IPIENT & S/W maintaining positive drainage. Should areas of poor drainage be observed, 059 TOTAL 1/W'PER110U5' the Contractor shall notify the Engineer prior to paving so that 0.74 67 TOTAL PERVIOUS recommendations for correction may be made. ENGINEER: Michael Wojtuniak9 P.E. UTILITY: ELECTRIC WATER/SEWER 9. Erosion Control Notes F.E. No. 60934 A. Provide effective temporary and permanent erosion control Engineered Permits, Inco Florlda Power and Light City of Sanford using the Florida Department of Transportation Standards Specifications for Road and all South Woodland Blvd Winter Park, FL 32.789 Sunfordy FL 32771 Bridge Construction, 2016 Edition. (F.D.O.T. Section 104) Suite A Phone. (239) 430-1587 Phone.. (407) 688-5090 Deland, FL 32720 10. Record Drawing: At the end of construction, the Contractor shall provide one 734-0830 set of drawings showing ALL CHANGES marked in waterproof red. set Fax: (386) 734-8226 11. All ground mechanical equipment shall be painted black, be fully screened with Email: epi@epieng.net landscape material to ensure it is not visible. Wall -mounted equipment shall be painted to match the building. Roof -top mechanical equipment shall be fully screened behind roof features and parapet walls to ensure it is not visible. NAV,Lcl- ETS AUTO USE- AUTOWOB/LE SALES IWAX BLDG f/E/G//T 50' OPEN SPACE REOU/RED 33/ EX/ST/NG ETS AUTO ZONING /S CITY OF SANFORD GC2 (GENERAL COMWE-RC/AL ) BU/LD/WG SETBAC/(S PROPERTY ZINE REOUI RED BUILDING PROVIDED EAST (FRONT) 25' 85' WEST (REAR) 20' 106' NORTH (S/DEQ 20' /65' SOUTH (51Z) 20' 20' LANDSCAPE BUFFERS FRONT WS) SIDE (N) REAR (, /5 FT /0 FT /0 FT AR,_ A OALCULATIONS COVER sHEET E11KI51-11/G C0101T/OWS GENERAL NOTES S/TE PLAN Gl,?AD/WG FLAW UTILITY PLAW UT/L/TY PLAW DFTA/L S STOR/�I WATER POLL UT/OW P/?E!/EWT/OW PZAIV TREF PROTECT/OW PLAW LANDSCAPE PLAW 11'?1?/GAT/OW PLAW L/G/-/T/WG PLAN OF>'/!/FWAY CONNECT/OW PLAW DETA/LS C/TY OF SAWFORD UT/L/TY DETA/LS FIR 11 .� rr EX/ST/WG PAF/(/WG (IIWENI () r STORAGE) TO IYWA/N = 29 SPACES 2 5 6 7 8 9 /0 /2 /.3 /4 /5 PER SCHEDULE A/ ' COMW-RC/AL PARI(IM6 AUTO/IPIOT/VE SERV/CE AWD DEALER SAZf S' /5 SPACES / Z /WPLUrEE /5 SPACES X 8 Ek1PLDYEE,5' SPACES TOTAL SPACES PROV/ D_� /2 REGULAR t / ADA S/TE DATA. SO FT ACRES Z. PROJECT AREA REI,JARI(S TOTAL CONTIGUOUS AREA 74, 3/j /7/ ---- TOTAL PROJECT AREA 48274 // /00 EXISTING BUILDING /200 003 EXISTING PAVEtiIENT & S/W /8,000 0 4/ PROPOSFD BU/LD/NG 6,250 014 PROPOSED PAVE1IPIENT & S/W 25,979 059 TOTAL 1/W'PER110U5' 52,569 0.74 67 TOTAL PERVIOUS /5905 0.57 35 /3 SPACES ry�y. 4 FEB 9 �17 Z 0 UJ 0 In Ell 0 Z CC III w G a cc W cr) " 0 �m LU F -- w LU UD ry- LLJ 0 0 fD L] c_> w ry- Cl- _.y,f\�'l Z .w D v 0 � Q LLl w TO U LG SHEET N0, 1 OF 15 . ..... --------- _... - _____� _ __ __ -- -- I - - 2/9/2017 9:55:56 AM M:\EDC\ET-')' Auto \coversheeto7.dcgn Fnd. '/a' Rebar & Cap "LB 3382" -lFj TY A U -TO SECTION 1, TOWNSHIP 20 SOUTH, RANGE 30 EAST SEMINOLE COUNTY, FLORIDA Fnd. %2' Rebar & Cap "LB 7623" a co `` S� S Sy Set. 1/2' Rebar _ o Q ei N- `L '� cv ca �-' I d h �N o o ca 0 <9 & Cap "LB 7623" Z O Set. /2' Rebar civ o o ;�} Lift Station s� O Sc, co "' S 89°59'24" E 241.37' (M) & Ca "LB 7623" 6' s ? S O, S S u' "o �oncre Utility ° 6'� 'y, 61 248' (P) or 4. ` 8 Camphor Pole ° Wood Utility N ^p 7 Ca hor rL _ 124 (P) -7 18 Oak 4�' p — Pole 1.4 Catch Basin CJ c- h�' 124 (P) C m hot:- " ,,, •. (_� > _ Concrete Retaining 24 Campho Curb Inlet 'Fop EI -52.91' �� g �� �� -- — — =- W. Inv. 49.56' Wall 4j 4 �� Top = 51.49' a v = �� 30.2' r N. In . 51.88' Mitered End Section �� �. 12.3 `. '.:' ,. E. Inv. - 49.-a5' a �. Guy Anchor n° x Skimmer = 53.49' Inv. - 49.96 __..__-___ (15" R. R.C.P.) �, - r✓ Electric Panel p" °' Lot 77 �O� Retention Pond �p1 ca L . S, I a / 1 o U _ Coneretc r u7 ' 4� Pnrkinn Arra- — (Less Road Right -of -Way) L.0 .. .. . 5' Concrete Sidewalk i& Cap _ V "LB 7623" ' • _. ° 5 Oak �+ 1.9�E. � ��----____��Sv' 7" Myrtle �M1 � �� 5" Oak fx 7" Oak ° ° ��. 6"&10" Caul or �a`5 Oak 124' P 89059'24"'2 }` 248 (P) 124 (P)� "a ( ) S 241.43 ) �� 6' Chain Lin Fence Corner is 8 Myrtle O - 1.8' E and 0.2' 2' Curb & Gutter -� r' �' Set. '%2' Rebar Wood Utility a 60" Oak (Dead) CONC. AND DUMPSTER Pole _ & Cap LB 7623 ., 0 3• TO BE REMOVED ® Concrete rn h ,zs s.o Parcel 1 Fnd. 1/2" Rebar - a Walk................. Y — �`- .............. ... - -. X5.6. Lot 83 Lot $ _ oIdentification) ........... o (N + a o 4 � - ' ' P -�- 6' Chain Link Fence is r °*�� -Dilapidated Wood Building..... >.' 4 Concrete 0.1' S 16.4 Residence #2615 ® ` h Walkway °. U) F':F=:55':52 s.a: O" 6Z N ° 5' Concrete Walkway s ,.3 .�,23 Parcel 2 124'(P) 14 8' CCS i 4 ° 12" Cedar------•--�- y. 20.4'x18.2' 1 Story coo i , .. ;��:,.:.`._,.,.•;. �� !Concrete Wood Frame Garage �� N:1 /2. Qf: Lot 85 Lo a 10 Oak °�12" & 14"Oak S 1/2 of Lot 85 _ °' Chai Link Fence Lott II; co h 124'(P) ° a CP 4 r- 1 Ln a a� 00 0 0 0 0r/, Cq r__ I j o "i V LO CD CA 00 Fnd. 1" Iron Pipe (No Identifi�cati n) 8.2"x8.1' 11" Oak Wood Shed RESIDENCE AND A SOCIATED STRUCTURES TO BE REMOVED 14" Oak Parcel 3- 3 ono. Lot 87 5" Oak ' Oak 7" Oak {'?�\N r EUS;. 6'. O / 38" Oak5" Oak 4v 6" Oak N. Line of La 87 & 5" Oak N� 'Oak Concrete Pad 88 Per Plat & 5 Oak E-.: 124' (P) 48" Oak Occupation 7°' Oak r�------------- —- N.Z of Vacacted' Alley Way (Perkf '-��- 248'P #1 ORB. 8450, PG. 499) () Set 1/2" Rebar 2 of 17acacfe8ey Way er N 89959'24" W 241.49' (M) ui & Cap "LB 7623" ORB. 8450, PG. 499) \,__N. Line of Lots 89 & 90 Per Plat i Line of Lots 89 & Lot 89 Per Occupation hk; Lot 86 124'(P) Lot 88 Parcell 124' (P) hP; 2' Curb & Gutter - Less Road Right -of -Way 0 4.0 Q L0 0- ° A Loo C1 ° 4 - Centerline P - Page CB - Concrete Block PI - Poet of Intersection _ o C; CM - Concrete Monument P.O.B.- Point of Beginning Ln Conc. - Concrete P.O.L. - Point on Line 0_ n D - Description PP - Power Pole DB -Drainage EasementPRM - Permanent Reference N Ln ° Kr\—n a, (D o F.E.M,A. - Federal Emergency PT - Point of Tangency Management Agency R - Radius . L0 SHEET Z r `O REFERENCE q I � LU 5 f— L - Length (Arc) Rfd. - Roofed Cl) (�� M Measured Set - Set i/2" Rebar & r - 4 . '. ° n 0 5 20 0 w Feet -r C/] ORB - 011iJal Record -z, Book UE - Utility t_asf,,.nfient P t"lat WM - W-ater ilii,-A.ur � P.B. - Plat Sook -F Delta (Gentral Angle) Set I/;!" N&D "LB 7623" �3 0 CD hP; 2' Curb & Gutter - Less Road Right -of -Way -Leg nd- 0 Zz C - Calculated PC; - Point of Curvature o - Centerline P - Page CB - Concrete Block PI - Poet of Intersection _ a CM - Concrete Monument P.O.B.- Point of Beginning X Conc. - Concrete P.O.L. - Point on Line 0_ n D - Description PP - Power Pole DB -Drainage EasementPRM - Permanent Reference Kr\—n �7 o F.E.M,A. - Federal Emergency PT - Point of Tangency Management Agency R - Radius . G SHEET r `O REFERENCE J ( LU 5 f— L - Length (Arc) Rfd. - Roofed LLJ M Measured Set - Set i/2" Rebar & n 0 5 20 0 w Feet -r C/] -Leg nd- C - Calculated PC; - Point of Curvature - Centerline P - Page CB - Concrete Block PI - Poet of Intersection CM - Concrete Monument P.O.B.- Point of Beginning CD Conc. - Concrete P.O.L. - Point on Line 0_ D - Description PP - Power Pole DB -Drainage EasementPRM - Permanent Reference Esrrtt. - Easement Monument �7 o F.E.M,A. - Federal Emergency PT - Point of Tangency Management Agency R - Radius G FFE Finished Floor Elevation Ravi. - Radial CID Fnd. - Found R&C - Rebar & Cap IP - Iron Pipe Rec. - Recovered J ( LU 5 f— L - Length (Arc) Rfd. - Roofed �= M Measured Set - Set i/2" Rebar & _ i?,D - Nail & Disk Rebar Gap "LB 7623" w iN.R, - t� on•�Radial _l..yp _. "rypical -r C/] ORB - 011iJal Record -z, Book UE - Utility t_asf,,.nfient P t"lat WM - W-ater ilii,-A.ur � P.B. - Plat Sook -F Delta (Gentral Angle) .....,-- - Woad Feng ; --0- - Chain Link Pence 0 CD _ LLi W v� LU 0 LU LU Legal Description: Parcel 1 EPI Lots 84, 86, and 88 (LE=SS Road Right -of -Way), FRANK L. WOODRUFFS SUBDIVISION, according to the Plat thereof as recorded in Plat Book 3, Page 44, Public Records of Seminole County, Florida. Together With the N2 ENG OUFHWOODL NDBIINC. 311 SOU�hI WOODLAND BIVD. of Vacacted Alley Way Lying South of Lot 88. SUI [E A DELAND,FL32720 Parcel 2 PHONE, 386-734.0830 Lots 83 and the North 1/2 of Lot 85, FRANK L. WOODRUFFSS FAX: 386.734-8226 CERTpiUe98 SUBDIVISION, according to the Plat thereof as recorded in Plat Book 3, EMAIL::epi@epieng.net Page 44, Public Records of Seminole County, Florida. Parcel 3 The South 1/2 of Lot 85, and all of Lot 87, FRANK L. WOODRUFFS SUBDIVISION, according to the Plat thereof as recorded in Plat Book 1 3,Page 44, Public Records of Seminole County, Florida.Together With the 2 of Vacacted Alley Way Lying South of Lot 87. AND Lots 77 through 82 (Less and Except road right-of-way), FRANK L. WOODRUFFS SUBDIVISION, according to the Plat thereof as recorded in Plat Book 3, Page 44, Public Records of Seminole ...-..................... County, Florida. ;� -Benchmark Information- F.D_.O.T. Network Elevation: 52.750' DESIGNA"TION - NTRIP BASE I.D. SANFORD (ELEVATIONS ARE BASED UPON NAVD 88 DATUM) -Site Benchmark Information- 6� #1 Fnd. 1/2" Rebar & Cap "LB #7623" @ S.W. Property Corner Elevation: 52.75' #2 Fnd. N&D "LB # 7623" in Concrete @ S.E. Property Corner Elevation: 53.37' 2/9/2017 9:56:32 AM M:\EDC\ET Auto\exiStingconditlon07.dgn r�I tnrw�'I ,"� `heti c�r�v i SHEET NO. 2 OF 15 J) DEMOLITION NOTES L PRIOR TO COMMENCEMENT OF DEMOLITION THE CONTRACTOR WILL COORDINATE HIS ACTIVITIES WITH ALL THE UTILITY COMPANIES SERVING THIS AREA. CONTRACTOR IS TO COORDINATE FULLY WITH UTILITY COMPANIES ON EXACT LOCATION OF UNDERGROUND UTILITIES PRIOR TO EXCAVATION, 2. THE CONTRACTOR IS TO COMPLETELY REMOVE AND DISPOSE OF ALL STRUCTURES AND BUILpINGS THAT /5 SO INDICATED INCLUDING FOUNDATIONS, _ r - TIMBER AND BRUSH, EXCEPT A, OTHERWISE INDICATED; STUMPS AND ROOTS; EXISTING PAVEMENT; OTHER STRUCTURES AS SHOWN OR REASONABLY IMPLIED IN THE DRAWINGS, J. EXCEPT IN AREAS WHERE EXISTING TREES SHALL BE PRESERVED, A MINIMUM DEPTH OF REMOVAL SHALL BE (2) FOOT BELOW SUBGRADE IN ROADWAY AREAS AND TO ORIGINAL SOILS ELSEWHERE. WHERE EXISTING BUILDINGS ARE TO BE DEMOLISHED, ALL TRACES OF FOUNDATIONS AND UNDERGROUND UTILITIES ARE TO BE REMOVED (UNLESS OTHERWISE NOTED ON PLANS). THE CONTRACTOR IS RESPONSIBLE FOR PROPER DISPOSAL OF ALL WASTE MATERIAL. 4. WHERE PAVING OR STRUCTURES ARE TO BE REMOVED WHICH ABUT OR ARE A PART OF CONNECTED FACILITIES (THAT ARE OFF-SITE), RESTORATION OF ANY DAMAGE THAT MIGHT RESULT FROM DEMOLITION 15 TO BE RESTORED TO A CONDITION EQUAL TO OR BETTER THAN EXISTING UNLESS SPECIFICALLY EXEMPTED BY THE PLANS. THE COST FOR SUCH RESTORATION .SHALL BE INCIDENTAL TO OTHER CONSTRUCTION AND NO EXTRA COMPENSATION WILL BE ALLOWED. 5. THE LOCATION OF ALL EXISTING UTILITIES, STORM DRAINAGE AND TREES SHOWN ON THE PLANS HAVE BEEN DETERMINED FROM AVAILABLE INFORMATION AND IS GIVEN FOR THE CONVENIENCE OF THE CONTRACTOR, THE OWNER OR ENGINEER ASSUMES NO RESPONSIBILITY FOR ACCURACY. PRIOR TO THE START OF DEMOLITION THE CONTRACTOR SHALL VISIT THE SITE AND DETERMINE THE EXISTENCE & LOCATION OF ALL STRUCTURES, UTILITIES & TREES SHOWN OR NOT ON THE PLANS, WHICH WOULD NEED TO BE REMOVED OR PRESERVED. 6. THE CONTRACTOR IS TO COORDINATE THE RELOCATION OR REMOVAL OF ALL OVERHEAD/UNDERGROUND UTILITIES, UTILITY POLES, LIGHT'S AND LINES IN THE RIGHT-OF-WAY AND ON THE PROPERTY WITH THE APPROPRIATE SERVICE PROVIDER. 7. THE CONTRACTOR SFIALL. REFERENCE AND RESTORE PROPERTY CORNERS AND LAND MARKERS DISTURBED DURING CONSTRUCTION. (UNDER THE DIRECTION OF A (FLORIDA) REGISTERED LAND SURVEYOR. 8. CONTRACTOR 1.5 RESPONSIBLE FOR V151TING THE PROPOSED SITE PRIOR TO CONSTRUCTION. CONTRACTOR MUST BE COMPLETELY FAMILIAR WITH THE PR P U OWED!T S C PRIOR TO BIDDING AND CONSTRUCT -ION. 9. THE CITY OF SANFORD CONTRACTS WITH WASTEPRO FOR SOLID WASTE COLLECTION SERVICES. ALL DEMOLITION DEBRIS SHALL BE REMOVED BY WASTEPRO. RECYCLED MATERIALS MAY BE REMOVED AT THE DEVELOPER'S DISCRETION. 2 EROSION CONTROL L �T� S ALL EROSION CONTROL. MEASURES SHALL REMAIN IN PLACE UNTIL COMPLETION OF CONSTRUCTION. I. ALL EROSION AND SEDIMENT CONTROL WORK SHALL CONFORM WITH LOCAL CITY/COUNTY AND WATER MANAGEMENT DISTRICT .SPECIFICATIONS, SUBJECT TO AUTHORIZED AND APPROVED VARIANCES, WAIVERS AND/OR CONDITIONAL CHANGES. 2, EROSION AND SEDIMENT CONTROL MEASURES .SHALL BE PLACED PRIOR TO OR AS THE FIRST STEP IN, CONSTRUCTION. SEDIMENT CONTROL PRACTICES WILL BE APPLIED AS A PERIMETER DEFENSE AGAINST ANY TRANSPORTATION OF SILT OFF THE SITE. J. ALL AREAS AFFECTED BY THIS WORK SHALL BE RESTORED TO A CONDITION EQUAL TO OR BETTER THAN EXISTING CONDITION, UNLESS SPECIFICALLY EXEMPTED BY THE PLANS. THE COST FOR SUCH RESTORATION SHALL BE INCIDENTAL TO OTHER CONSTRUCTION AND NO ADDITIONAL COMPENSATION .SHALL BE ALLOWED. 4. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER OF ANY DISCREPANCIES BETWEEN THESE PLANS AND FIELD CONDITIONS PRIOR TO CONSTRUCTION. 5. PRIOR TO CONSTRUCTION THE CONTRACTOR SHALL PROVIDE TREE PRUTECTION BARRIERS TO MEET THE REQUIREMENTS OF LOCAL SPECIFICATIONS. 6, THE CONTRACTOR SHALL SELECTIVELY CLEAR ONLY THE AREAS REOUIRED FOR CONSTRUCTION ANU STABILIZE ANY POTENTIAL EROSION AREAS IMMEDIATELY FOLLOWING COMPLETION OF CONSTRUCTION, 7. CONTRACTOR SHALL KEEP ANY AND ALL SAND, SILT OR OTHER DEBRIS FROM MOVING OFF-SITE. USE AND MAINTAIN SILT FENCE JUST INSIDE OF PROPERTY LINE. 8. CONTRACTOR SHALL BLOCK INTRUSION OF SAND, SILT Of? OTHER DEBRIS INTO ANY DRAINAGE OR SANITARY SEWER STRUCTURE OR PIPING ON OR ADJACENT TO SITE. 9. ALL CLEARED AREAS FOR IMPROVEMENT AND/OR CONSTRUCTION SHALL BE WATERED TO PREVENT WIND EROSION. 10. FOR ADDITIONAL INFORMATION AND DETAILS, SEE F.D.O.T. INDEX N0. 102. Il. UNLESS SPECIFIED, SILT FENCES MAY BE USED IN LIEU OF SYNTHETIC BARRIERS. 12. ADDITIONAL POSTS AND RAILS MAY BE NECESSARY TO SECURE AND SUPPORT BARRIERS, 13. ADDITIONAL BARRIER LENGTHS MAY BE REQUIRED BY THE GOVERNING JURISDICTION OR BY REGULATORY AGENCIES. 14. FILTER FABRIC MUST BE INSTALLED UNDER ALL INLET GRATES, AT ALL TIMES WHEN INLETS ARE NOT PROTECTED BY SILT FENCE OR SYNTHETIC BALES, UNTIL THE LIMEROCK BASE IS FINISHED AND PRIMED. TESTING SCHEDULE (3�GENERAL NOTES A. GENERAL I. ALL INFRASTRUCTURE AND IMPROVEMENTS SHALL CONFORM TO THE ,STANDARDS AND SPECIFICATIONS OF THE LOCAL JURISDICTION AND WILL BE SUBJECT TO THEIR INSPECTION AND ACCEPTANCE. ALL WORK SHALL BE PERFORMED IN A SAFE MANNER. ALL SAFETY RULES AND GUIDELINES OF OSHA SHALL BE FOLLOWED. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ANY INJURIES OF HIS EMPLOYEES AND ANY DAMAGE TO PRIVATE PROPERTY OF PERSONS DURING THE COURSE OF THIS PROJECT. ALL COSTS ASSOCIATED WITH COMPLYING WITH OSHA REGULATIONS AND THE FLORIDA TRENCH SAFETY ACT MUST BE INCLUDED IN THE CONTRACTORS BID. 2. SITE LOCATION: AS IDENTIFIED ON THE KEY SHEET. 3. THE FEMA FLOOD ZONE FOR THIS SITE IS IDENTIFIED IN THE DRAINAGE REPORT., 4. TOPOGRAPHIC BOUNDARY SURVEY, INCLUDING PROPERTY LINES, LEGAL DESCRIPTION, EXISTING UTILITIES, SITE TOPOGRAPHY WITH SPOT ELEVATIONS, OUTSTANDING PHYSICAL FEATURES AND EXISTING STRUCTURE LOCATION WAS PROVIDED BY PROJECT SURVEYOR AS LISTED ON KEY .SHEET. 5. CONTRACTOR SHALL FURNISH SHOP DRAWINGS TO ENGINEER INDICATING MATERIALS AND MANNER OF INSTALLATION FOR ALL COMPONENTS OF THE PROJECT PRIOR TO PURCHASE OF MATERIALS AND CONSTRUCTION. 6. LEGAL DESCRIPTION SHOWN HEREIN IS FURNISHED BY SURVEYOR, AND IS INCLUDED FOR PERMITTING AND APPROVAL PURPOSES, AND AS A COURTESY FOR THE CONTRACTOR, EPT ENGINEERING, ASSUMES NO LIABILITY FOR ITS ACCURACY OR COMPLETENESS. 7. THE GENERAL CONTRACTOR WILL BE HELD SOLELY RESPONSIBLE FOR AND SHALL TAKE ALL PRECAUTIONS NECESSARY TO AVOID PROPERTY DAMAGE TO ADJACENT PROPERTIES DURING THE CONSTRUCTION PHASES OF THIS PROJECT, 8. CONTRACTOR SHALL PROVIDE AND INSTALL EROSION CONTROL DEVICES (SILT FENCE OR OTHER METHODS) AT LIMITS OF CONSTRUCTION AND AROUND EACH STORM INLET PRIOR TO CONSTRUCTION, AND SHALL MAINTAIN SAID EROSION CONTROL DEVICES DURING CONSTRUCTION, ALL IN CONFORMANCE WITH CURRENT LOCAL, COUNTY AND STATE CRITERIA. 9. THE SITE SHALL BE CLEARED AS MAY BE NOTED ON THE PLANS, OF ALL OBSTRUCTIONS AND DELETERIOUS MATERIAL SUCH AS FENCES, WALLS, FOUNDATIONS, LOGS, SHRUBS, BRUSH, WEEDS, OTHER VEGETATION, AND ACCUMULATION OF RUBBISH OF WHATEVER NATURE. OFF-SITE DISPOSAL, INCLUDING ANY HAZARDOUS MATERIAL ENCOUNTERED, SHALL BE IN ACCORDANCE WITH APPLICABLE LOCAL, STATE, AND FEDERAL RULES AND REGULATIONS, CONTRACTOR SHALL VERIFY AND PROTECT ALL EXISTING TREES AND NATURAL VEGETATION THAT ARE TO REMAIN UNDISTURBED. THE AREAS INDICATED FOR CONSTRUCTION SHALL BE CLEARED AND GRUBBED TO REMOVE ALL ROOTS AND MISCELLANEOUS VEGETATION EXCEPT SPECIFIC TREES THAT SHALL BE PROTECTED FROM DAMAGE DURING CONSTRUCTION WITH THE USE OF TREE BARRIERS. TREES TO BE PRESERVED ARE FLAGGED, CONTRACTOR SHALL VERIFY BEFORE THE START OF CONSTRUCTION. 10. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY EPI ENGINEERING OF ANY DISCREPANCIES BETWEEN THE PLANS AND FIELD CONDITIONS PRIOR TO START OF CONSTRUCTION. ll. THE CONTRACTOR SHALL REMAIN SOLELY RESPONSIBLE FOR ANY DESIGN CHANGES WHICH HE MAY INCORPORATE INTO THE PLANS WITHOUT PRIOR WRITTEN CONSENT AND/OR APPROVAL FROM THE OWNER, THE ENGINEER AND MUNICIPAL. 12, THE CONTRACTOR SHALL COORDINATE ALL WORK WITHIN EACH EXISTING RIGHT OF WAY WITH THE LOCAL MUNICIPALITY AND/OR THE FLORIDA DEPARTMENT OF TRANSPORTATION. /3. SCS SOILS: AS IDENTIFIED IN THE SOILS REPORT 14. STORMWATER MANAGEMENT IS PROVIDED BY ON-SITE. 15, THE CONTRACTOR SHALL RESTORE OFF-SITE AREAS TO A CONDITION EQUAL TO OR BETTER THAN THE CONDITION EXISTING PRIOR TO COMMENCEMENT OF CONSTRUCTION. 16. ALL DISTURBED AREAS SHALL BE SODDED WITH ARGENTINE (BAHIA) SOD. 17. AT LEAST 30 DAYS PRIOR TO ANTICIPATED COMPLETION OF .SITE CONSTRUCTION, THE FINAL CERTIFICATION PROCESS WILL BEGIN, THE CONTRACTOR SHALL PROVIDE DOCUMENTS AND INFORMATION, IN A TIMELY MANNER, TO ENGINEER, INCLUDING, WITHOUT LIMITATION: A. SURVEYED 'AS-BUILTS' PER AS -BUILT SURVEY SCOPE IN SPEC MANUAL. B. COMPACTION AND DENSITY TEST REPORTS, AND C. PRESSURE TESTING AND BACTERIOLOGICAL TESTING RESULTS, AS REQUIRED, FOR WATER DISTRIBUTION AND/OR WASTEWATER COLLECTION/TRANSMISSION SYSTEMS. THE CONTRACTOR SHALL HAVE TWO (2) SETS OF AS -BUILT PLANS, SIGNED AND SEALED BY SURVEYOR OF RECORD, ON SITE THE DAY OF THE CIVIL ENGINEERING FINAL PUNCH LIST INSPECTION. THE GENERAL CONTRACTOR IS TO GIVE THE TWO AS -BUILT PLANS TO THE REPRESENTATIVE FROM INTERPLAN COMPLETING THE INSPECTION, IF ANY DEFICIENCIES ARE NOTED, ONE SET OF REDLINED AS -BUILT PLANS WILL BE GIVEN TO THE GC FOR REVISIONS TO BE MADE. REVISED AS-BUILTS WILL NEED TO BE FORWARDED TO 1NTERPLAN BEFORE ANY CERTIFICATIONS CAN BE INITIATED. 18. ALL TRAFFIC CONTROL DEVICES, EQUIPMENT AND INSTALLATION ,')HALL MEET THE REQUIREMENT'S OF THE LOCAL JURISDICTION AND/OR FLORIDA DEPARTMENT OF TRANSPORTATION. S OfRTATION. 19. PARKING STALLS SHALL CONFORM WITH LOCAL CODE, ACCESSIBLE PARKING SPACES AND ACCESS ROUTES SHALL FURTHER CONFORM WITH CURRENT ADA REQUIREMENTS. 20. HANDICAP PAVEMENT MARKINGS AND SIGNAGE SHALL CONFORM WITH CURRENT ADA REQUIREMENTS AND LOCAL ORDINANCE. 21. LANDSCAPE SHALL_ BE TRIMMED TO ENSURE SIGHT VISIBILITY OF TRAFFIC CONTROL DEVICES. 22. ALL PAVEMENT IS DIMENSIONED TO BACK OF CURB. 23. ALL BUILDING DIMENSIONS AND TIES ARE TO OUTSIDE FACE. SEE ARCHITECTURAL PLANS. 24. ALL CURB RETURN RADII ARE UNLESS NOTED. 25. BUILDING AND SITE IMPROVEMENTS ARE PARALLEL AND PERPENDICULAR TO THE SOUTHEAST PROPERTY UNE, 26. APPLICANT WILL CONTRACT WITH PRIVATE COMPANY FOR DAILY TR ASH COLLECTION/SHREDDING OF BAGGED TRASH STORED IN WORKROOMZBREAKROOM. 27. CONTRACTOR IS RESPONSIBLE FOR VISITING THE PROPOSED SITE PRIOR TO CONSTRUCTION. CONTRACTOR MUST BE COMPLETELY FAMILIAR WITH THE PROPOSED SITE PRIOR 10 BIDDING AND CONSTRUCTION, 28. CONTRACTOR SHALL ENSURE ALL SOILS SLOPE AWAY FROM BUILDING. 29. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER OF ANY DISCREPANCIES BETWEEN THESE PLANS AND FIELD CONDITIONS PRIOR TO CONSTRUCTION, 30. ALL STRIPING WITHIN THE DEPARTMENT'S RIGHT OF !NAY SHALL BE LEAD-FREE THERMOPLASTIC. 31. ALL CONSTRUCTION MATERIALS AND METHODS, SHALL MEET THE MOST CURRENT EDITIONS OF THE DESIGN STANDARDS, THE STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, AND THE UTILITY ACCOMMODATION MANUAL. 32. ALL MAINTENANCE OF TRAFFIC SHALL ADHERE TO THE REQUIREMENTS OF THE DESIGN STANDARDS 600 INDEXES. 33. ALL SOIL AROUND PROPOSED BUILDING MUST BE 4' TO 6" BELOW FINISHED FLOOR PLAN AND SHALL SLOPE AWAY FROM THE BUILDING. 34. ALL IMPROVEMENTS SHOWN ARE TO BE WARRANTED BY THE CONTRACTOR TO THE DEVELOPER FOR A PERIOD OF ONE YEAR FROM DATE OF ACCEPTANCE BY THE OWNER. 35. THE CONTRACTOR WILL CONTRACT WITH AN INDEPENDENT TESTING LABORATORY TO PERFORM MATERIAL TESTING AND SOIL TESTING IN ACCORDANCE WITH THE COUNTY REQUIREMENT AND RECOMMENDATIONS OUTLINED IN THE GEOTECHNICAL REPORT. THIS SHALL INCLUDE DENSITY TESTING IN ALL PAVEMENT AREAS AND BUILDING PADS AND IN THE UTILITY TRENCHES LOCATED IN PAVEMENT AREAS, CONCRETE TESTING AND ALL OTHER MATERIAL TESTING, ITEM TEST -_. ___ _._- ___._ 10. ALL PIPE LENGTHS ARE SCALED DIMENSIONS. ALL DRAINAGE SIRUCTURES / TEST FREQUENCY._ SHALL BE CONSTRUCTED TO CONFORM TO CURBING, PROPERTY LINES AND LOW OPTIMUM MOISTURE/MAXIMUM DENSITY PER SOIL TYPE EMBANKMENT 100% OF MAXIMUM DENSITY AS DETERMINED BY AASHTO 199-57 ONE PER 500 FEET - __ (D-698-70) NO TOLERANCE ._... .... ___.-..._ HORIZONTALLY IN 12" LIFTS UTILITY TRENCH BACKFILL _- •-- OPTIMUM MOISTURE/MAXIMUM DENSI lY NOTE 1,2 OVER PIPELINES AND AROUND 98% OF MAXIMUM DENSITY AS DETERMINED BY AASHTO TT 50-57 PER SOIL TYPE STRUCTURES FROM R/W TO R/W (D1557-70) 3% TOLERANCE �� w UTILITY TRENCH BACKFILL OPTIMUM MOISTURE/MAXIMUM DENSITY NOTE 1,2 OVER PIPELINES AND AROUND 95% OF MAXIMUM DENSITY AS DETERMINED BY AASHTO T180-57 PER SOIL TYPE STRUCTURES WITHIN R/W (Dl 557-70) 3% TOLERANCE 14. THE CONTRACTOR SHALL RESTORE ALL CULVERTS, HEADWALLS AND STORM OPTIMUM MOISTURE/MAXIMUM DENSITY uj DRAIN INLETS REMOVED OR DISTURBED BY THE CONSTRUCTION OPERATION, THE G. THE EXISTING UTILITY FACILITIES AND LOCATIONS SHOWN ON THE DRAWINGS ARE NOTE 3 STABLIZED SUB GRADE MINIMUM LBR 40 m PRICE BID FOR FURNISHING AND INSTALLING ANY NEW ITEMS .SUCH DAMAGE. UTILITY FACILITIES MAY VARY SOMEWHAT FROM THE LOCATIONS SHOWN AND THERE PER MATERIAL TYPE 95% OF MAXIMUM DENSITY AS DETERMINED BY AASHTO TT 80-57 (D 1557-70) 3% TOLERANCE „a 7 C5) SEPARATION OPTIMUM MOISTURE/MAXIMUM DENSITY NOTE 3 BASE (OTHER THAN SOIL CEMENT) MINIMUM LBR 100 �- -- ALL UTILITY FACT!-TT(ES AND REPAIR ANY DAMAGES RESULTING FROM THEIR WORK IN PER SOURCE 1, ALL SANITARY SEWER COLLECTION/TRANSMISSION CONSTRUCTION SHALL BE IN 95% OF MAXIMUM DENSITY AS DETERMINED BY AASHTO 'T I 80-57 ACCORDANCE WITH RULE 62-604 OF THE FLORIDA ADMINISTRATIVE CODE. (D1557-70) 3% TOLERANCE 2. NEW PUMP STATIONS SHALL BE ENCLOSED WITH A FENCE OR OTHER SLUMP TEST ONE PER SET OF CYLINDERS CONCRETE COMPRESSIVE STRENGTH CYLINDERS ONE SET OF THREE (3) CYLINDERS FOR ACCESS TO THE FACILITY. 8. WATER LINES ARE DESIGNED TO FINISHED GRADE AND SHALL BE PROTECTED UNTIL T 00 CUBIC YARDS Oft FRACTION THEREOF J. ALL SANITARY SEWER PIPING SHALL BE PVC MEETING ASTM DESIGNATION AIR CONTENT n m _._ 9. ALL. WATER MAINS 3 INCHES ✓VJU LARGER STRAIT BE AWWA C9O0, OfR25 PVC. WATER ONE PER SET OF CYLINDERS 4. ALL CONNECTIONS ARE TO BE RUBBER COMPRESSION RING, THREADED OR AGRRREGATE ANALYSIS ONE PER DESIGN NOTE 3 SOLVENT WELD. DESIGN MIX ONE PER TYPE ASPHALTIC CONCRETE BITUMEN CONTENT U) ADHESIVE. AND AT ALL BENDS, 11. ALL CATE VALVES ONE PER DAY 6. PROVIDE METALIZED IDENTIFICATION TAPE, 4 MIL MINIMUM THICKNESS, WITH GRADATION STABILITY FLOW _-. - !/2 MIL METALLIC FOIL LORE, 3" WIDE, N57 -ACED PARALLEL WITH PIPE 18" ABOVE & PROPERTIES IN PLACE MATERIALS (MARSHALL) ONE PER DAY 12' BELOW FINAL GRADE. THICKNESS ONE PER DAY 7. DISSIMILAR MATERIALS SHALL BE JOINED USING SUITABLE COUPLINGS WHICH 95% LAB DENSITY __ TESTING NOTES; 1 • TESTS SHALL BE LOCATED NO FURTHER THAN 500 FEET APART, TESTS SHALL BE PERFORMED ON EACH LIFT, EXCEPT THAT TESTS SHALL NOT BE FURTHER APART THAN 1 FOOT VERTICALLY. FIELD DENSITIES SHALL BE TAKEN OVER ALL ROAD CROSSINGS, FIELD DENSITIES FOR SANITARY LINES SHALL BE STAGGERED TO INCLUDE RESULTS OVER SERVICE LATERALS, THERE SHALL BE A MINIMUM OF ONE TEST SERIES FOR EACH 12 INCHES OF LIFT OVER PIPELINE BETWEEN MANHOLES, TESTS AROUND STRUCTURES SHALL BE SPIRALED IN 12 INCH LIFTS, 2. FOR FLEXIBLE PIPE (CORRELATED STEEL OR ALUMINUM) 95% OF MAXIMUM DENSITY (AASHTO-T99) PER FDOT SPECIFICATIONS, 3, TESTS SHALL BE LOCATED NO MORE THAN 500 FEET APART. THERE SHALL BE NO LESS THAN (1) TEST PER STREET, C4)UTILITY NOTES PRIOR TO COMMENCING ANY CONSTRUCTION, THE CONTRACTOR SHALL FIELD VERIFY ALL EXISTING UTILITIES, INCLUDING WITHOUT LIMITATION POTABLE WATER, RECLAIMED WATER, SANITARY SEWER, AND SERVICE UTILITIES, AT POINTS OF CONNECTION, POINTS OF CROSSING, AND/OR POTENTIAL CONFLICT, NOTIFY ENGINEER OF ANY DISCREPANCIES BETWEEN THE PLANS AND FIELD CONDITIONS. A. GENERAL I. THE LOCATIONS OF EXISTING UNLITIE.S, SUCH AS WATER MAINS, SEWERS, GAS LINES, ETC., SHOWN ON THE PLANS ARE BASED ON THE BEST AVAILABLE INFORMATION AND ARE SHOWN FOR THE CONVENIENCE OF THE CONTRACTOR, THE ENGINEER AND OWNER ASSUME NO LIABILITY FOR ACCURACY AND COMPLETENESS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT ALL UTILITY COMPANIES 48 HOURSPRIOR 70 COMMENCEMENT OF CONSTRUCTION AND TO HAVE THEIR FACILITIES LOCATED IN THE FIELD PRIOR TO ANY WORK. 2. DUE TO GRAPHIC LIMITATIONS OF THE DRAWING SCALE, ALL STORM SEWER, DRAINAGE_, WATER AND SANITARY SEWER MAINS, SERVICES, LATERALS, CONNECTIONS, AND APPURTENANCES DEPICTED HEREIN - UNLESS OTHEFRWI5E LOCATED BY DIMEN.` IONS - REFLECT SCHEMATIC LOCATIONS ONLY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE FINAL LOCATIONS IN ACTUAL CONSTRUCTION AND INSTALLATION OF THE PROPOSED IMPROVEMENTS, INCLUDING ANY REQUISITE COORDINATION WITH THE RESPECTIVE GOVERNING AGENCY/UTILITY PROVIDER. 3, ALL WATER AND SEWER CONSTRUCTION SHALL CONFORM TO THE STANDARDS AND SPECIFICATIONS OF THE CITY , AND WILL BE SUBJECT TO THEIR INSPECTION AND ACCEPTANCE. 4. CONTRACTOR SHALL INSPECT PIPING AND MATERIALS BEFORE INSTALLATION TO DETECT APPARENT DEFECTS. MARK DEFECTIVE MATERIALS WITH WHITE PAINT AND PROMPTLY REMOVE FROM SITE. 5. LAY SEWER PIPING BEGINNING AT LOW POINT OF SYSTEM (CONNECTION TO OFF SITE SYSTEM OR PUMP STATION), TRUE TO GRADES AND ALIGNMENT INDICATED WITH UNBROKEN CONTINUITY OF INVERTS. PLACE BELL ENDS OR GROOVE ENDS OF PIPING FACING UPSTREAM. 6. CLEAR INTERIOR OF PIPE OF DIRT AND OTHER SUPERFLUOUS MATERIAL AS WORK PROGRESSES. MAINTAIN SWAB OR DRAG IN UNE AND PULL PAST EACH JOINT AS FT 1.5 COMPLETED. PLACE PLUGS IN ENDS OF UNCOMPLETED CONDUIT WHENEVER WORK STOPS. 7. MAINTAIN 36" COVER OVER MAINS, MID 18' OVER SERVICES/LATERALS, 8. WHEN PROPOSED CONSTRUCTION OCCURS AT EXISTING MANHOLES, INLETS, VAULTS, AND OTHER STRUCTURES, THE CONTRACTOR SHALL MODIFY THE STRUCTURES, FRAMES, AND GRATES TO MEET THE PROPOSED GRADES UNLESS OTHERWISE DIRECTED. 9. INSTALL CONTINUOUS LOCATOR TAPE/WIRE, LOCATED DIRECTLY OVER POTABLE WATER MAINS AND SANITARY SEWER MAINS AT 15" ABOVE PIPE. 10. WHERE APPLICABLE, UTILITY TRENCHES CROSSING PAVEMENT AREAS SHALL BE BACK FILLED WITH COMPACTED GRANULAR MATERIAL IN ACCORDANCE WITH AAS.H.T.O.-T-99. 11, CONTRACTOR SHALL PROVIDE SLEEVES FOR IRRIGATION LINES UNDER PAVEMENT. COORDINATE WITH GENERAL CON TRACTOR. 12. ALL TRENCHES EXCAVATED FOR THE PURPOSES U UTILITY/STORM INSTALLATION SHALL BE KEPT DRY FOR THE DURATION OF UTILITY/STORM CONSTRUCTION, DEWATERING OF UTILITY/.STORM TRENCHES MAY BE REQUIRED TO PREVENT FLOTATION OF UTILITY/STORY PIPES DURING INSTALLATION. 13. THE CONTRACTOR SHALL NOTIFY THE ENGINEER WHEN CONSTRUCTION IS COMPLETE FOR WATER, WASTEWATER AND SFORMWATER SYSTEMS SO TIMELY CERTIFICATIONS ,MAY BE INITIATED. SATISFACTORY BACTERIOLOGICAL TEST RESULTS, PRESSURE 'TEST RESULTS, AND AN AS BUILT SURVEY SHALL BE SUBMITTED TO ENGINEER PRIOR I-0 FINAL CERTIFICATION. 14. SUITABLE COUPLINGS COMPLYING WITH ASTM SPECIFICATIONS ARE REQUIRED FOR JOINING DISSIMILAR MATERIALS. 15. DEFLECTION TESTS ARE REQUIRED FOR ALL FLEXIBLE PIPE. TESTING REQUIREMENTS: I) NO PIPE SHALL EXCEED A DEFLECTION OF 54 2) USING A RIGID BALL OR MANDREL FOR THE DEFLECTION 'PEST WITH A DIAMETER NOT c {• LESS THEN )5/. OF THE BASE INSIDE DIAMETER OR AVERAGE INSIDE UTAMETEIR OF THE PIPE; 3) PERFORMING THE TEST WITHOUT MECHANICAL PULLING DEVICES. B. MATERIALS (WATER) L SERVICE PIPE SHALL BE POLYETHYLENE (PE), DR9. 2. WATER MAINS SHALL BE PVC ASTM C900, DR 18 WITH INTEGRAL BELLS AND ELASFOMERIC JOINTS PER A5TM C3139 AND GASKETS PER ASTM F4T7. J. DUCTILE IRON PIPE (D.I.P.), IF REQUIRED, SHALL CONFORM TO ANSI/AWWA A21.51/C151, CLASS 50 (MIN.) PIPE FOR ALL SIZES. 4. CORPORATION STOPS SHALL BE AS SHOWN IN THE WATER LATERAL SERVICE DETAIL. COMPATIBLE WITH SERVICE PIPE AND THREADED IN ACCORDANCE WITH SPECIFICATIONS IN AWWA C800. CURB STOPS SHALL BE SIZED TO MATCH THE METER SIZE AND CONFORM WITH AWWA C600 AND AWWA C901, 5. FITTINGS SHALL BE BRASS, CAST AND MACHINED IN ACCORDANCE WITH AWWA C800 AND AWWA C901, WITH COMPATIBLE PIPE CONNECTIONS, 6. SERVICE SADDLES SHALL- BE USED FOR ALL SERVICE. LINE TAP;. SERVICE SADDLES SHALL BE DOUBLE STRAP, ANCHORED BY A MINIMUM FOUR (4) BOLT PATTERN ON A DUCTILE IRON .SADDLE BODY. FOR PVC PIPE, DOUBLE STRAPS SHALL BE CORROSION RESISTANT ALLOY STEEL, SIZED EXACTLY TO THE PIPE OUTSIDE DIAMETER. SEALING GASKETS SHALL BE BONA -N RUBBER. 7. ALL PIPE AND PIPE FITTINGS INSTALLED UNDER THIS PROJECT WILL BE COLOR CODED USING BLUE AS A PREDOMINANT COLOR. C. MATERIALS (SEWER) L ALL GRAVITY SEWER PIPE AND FITTINGS SHALL BE NONPRESSURE POLYVINYL CHLORIDE PIPE (PVC) CONFORMING TO ASTM D 3034, 5DR 3.5, WITH PUSH -ON RUBBER GASKET JOINTS, 2. ALL FITTINGS AND ACCESSORIES SHALL BE MANUFACTURED OFR SUPPLIED BY THE PIPE MANUFACTURER OR PRIOH-APPROVED EQUAL. J. BEDDING AND INITIAL BACK FILL OVER SEWER MAINS AND SERVICES SHALL BE SAND WITH NO ROCK LARGER THAN P IN DIAMETER. D. MATERIALS (STORM) L REINFORCED CONCRETE PIPE (RCP): O-RING PIPE SHALL CONFORM TO A5TM C 76 (CLASS Ill, UNLESS OTHERWISE SPECIFIED) AND AASHTO M 170 STANDARD SPECIFICATIONS, AND ASTM C 443 STANDARD SPECIFICATION FOR JOINTS FOR RCP USING RUBBER GASKETS. 2. ELLIPTICAL RCP SHALL CONFORM TO ASTM C 507 (CLASS IN AND AASHTO ,M 207 .STANDARD SPECIFICATIONS. J. HDPE PIPE AND FITTINGS SHALL MEET THE REQUIREMENTS OF AASHTO U-25 (3°-10'), M-294 (12" AND LARGER), TYPE S (CORRUGATED OUTSIDE - SMOOTH INSIDE, 4"-60'), AND MP7 (60" TYPE S). A BF-LL/SPIGOT CASKET FOR HDPE PIPE SHALL BE SOIL/SILT TIGHT- PER AASHFO SECTION 26 WITH RUBBER GASKET MEETING ASTM F-4ff. 4, PVC STORM SEWER PIPE (12' OR LESS) AND FITTINGS SHALL BE NONPRESSURE POLYVINYL CHLORIDE PIPE (PVC) CONFORMING TO A5TM D 3034, SDR 26, WITH PUSH -ON RUBBER GASKET JOINTS. E. GRADE 1. A QUALIFIED SOILS LABORATORY SHALL BE ON SITE DURING EXCAVATING TO DETERMINE THE SUITABILITY OF THE EXISTING SUBGRADE AND EXISTING ON SITE MATERIAL PRIOR TO BEGINNING ANY FILLING OPERATION. P. GRADING CONTRACTOR SHALL TAKE_ ALL AVAILABLE PRECAUTIONS TO CONTROL DUST. CONTRACTOR SHALL CONTROL DUST BY SPRINKLING, OR BY OTHER METHODS AS DIRECTED BY ENGINEER AND/OR OWNERS REPRESENTATIVE AT NO ADDITIONAL COST TO THE OWNER. 3. CONTRACTOR TO COORDINATE ALL WORK WITH OTHER UTILITY INSTALLATIONS NOT COVERED IN THESE PLANS (ELECTRIC, TELEPHONE, GAS, CABLE, ETC) AND ALLOW FOR THEIR OPERATIONS AND CONSTRUCTION TO BE PERFORMED. 4. CUT AND FILL SLOPES ARE NOT TO EXCEED 4V:IH UNLESS OTHERWISE NOTED. 5. FOR ALL TRENCH EXCAVATIONS WHICH EXCEED FIVE FEET (UTILITIES AND STORM), TIIE FOLLOWING MUST BE ADHERED TO .- A A. CONTRACTOR MUST FOLLOW OSHA STANDARD 29 CFR, SECTION 1926.650 SUBPART P, WHICH IS NOW A PART OF LAWS OF FLORIDA CHAPTER 90-96. B. THE CONTRACTOR .SHALL PROVIDE WRITTEN ASSURANCE OF COMPLIANCE WITH THIS LAW. C. A SEPARATE PRICE ITEM SHALL BE INCLUDED IN THEIR BASE BID IDENTIFYING THE COST OF COMPLIANCE D. A TRENCH SAFETY SYSTEM SHALL BE DESIGNED BY THE CONTRACTOR. 6. THE CONTRACTOR SHALL COORDINATE CONNECTION WITH SITE PIPING AND BUILDING PIPING. 7. ALL. DEBRIS RESULTING FROM AL ACTIVITIES SHALL BE DISPOSED OF OFF-SITE BY THE CONTRACTOR. 8. ALL EXISTING TREES TO REMAIN SHALL BE PROTECTED AND PRESERVED. 9. THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS TO THE ENGINEER AND THE COUNTY, IF REQUIRED, ON ALL MATERIALS, FOR REVIEW AND APPROVAL, PRIOR TO PURCHASE OR FABRICATION OF ANY UTILITY PIPE OR STRUCTURE. _ ------'-__- 2/9/2017 9:57:04 AM Iv1:\EDC\El S Auto\generG1notes07.dp i� WA p �,-., 9' 9 r SHEET N0, ,�..t OF15 7 (. WATER NOTES 10. ALL PIPE LENGTHS ARE SCALED DIMENSIONS. ALL DRAINAGE SIRUCTURES / / ii SHALL BE CONSTRUCTED TO CONFORM TO CURBING, PROPERTY LINES AND LOW �J POINTS AS SHOWN ON PLANS. 1. THE CONTfRACTUr? SHALL OBTAIN ALL PERMITS TO COMPLETE THE Z z Il. CONTRACTOR SHALL ENSURE THAT ALL DRAINAGE STRUCTURES, PIPES, ETC, CONSTRUCTION. o ARE CLEAN AND FUNCTIONING PROPERLY AT TIME OF ACCEPTANCE. 2. CONTRACTOR SHALL COORDINATE THE CONSTRUCTION r C Of OF WATER FACILITIES WITH i [-' 12. ALL DRAINAGE PIPE JOINTS IN DRAINAGE EASEMENTS AND DRAINAGE ALL OTHER CONSTRUCTION. � I, 0 RIGHT-OF-WAYS) ARE TO BE Fll_TER-WRAPPED, J. CONTRACTOR SHALL FURNISH SHOP DRAWINGS TO THE ENGINEER FOR APPROVAL �� w I.S. ALL INVERTS' IN DRAINAGE STRUCTURES TO BE PRECAST OF BRICK WITH A PRIOR 'TO BEGINNING CONSTRUCTION. EC ING CONST (RUCTION.75 Q LAYER OF MORTAR BETWEEN EACH LAYER OF BRICK, OR READY -MIX CONCRETE 4. THE CONTRACTOR SHALL COORDINATE ALL WATER 'WORK WITHIN THE RIGHT-OF-WAY IUFILITY If WITH '57 STONE. WITH COMPANY. 14. THE CONTRACTOR SHALL RESTORE ALL CULVERTS, HEADWALLS AND STORM 5. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO LATEST AWWA STANDARDS, uj DRAIN INLETS REMOVED OR DISTURBED BY THE CONSTRUCTION OPERATION, THE G. THE EXISTING UTILITY FACILITIES AND LOCATIONS SHOWN ON THE DRAWINGS ARE CL, COST OF THESE ITEMS .SHALL BE INCLUDED IN THE (- TAKEN FROM READILY AVAILABLE INFORMATION, 'THE ACTUAL LOCATIONS OF THE m PRICE BID FOR FURNISHING AND INSTALLING ANY NEW ITEMS .SUCH DAMAGE. UTILITY FACILITIES MAY VARY SOMEWHAT FROM THE LOCATIONS SHOWN AND THERE - MAY BE UTILITY FACILITIES EX1577NG THAT ARE NOT SHOWN OR INDICATE!) ON THE DRAWINGS. THE SITE UTILITY CONTRACTOR SHALL CONTACT ALL AGENCIES WITH „a 7 C5) SEPARATION UTILITY FACILITIES S 1N THE E VICINITY OF THE WORK AND SHALL LOCATE ALL UNDERGROUND FAGITY oUTILITY BEFORE BEGINNING WORK. ORK. THET CONTRACTOR SHALL PROTECT �- -- ALL UTILITY FACT!-TT(ES AND REPAIR ANY DAMAGES RESULTING FROM THEIR WORK IN 1, ALL SANITARY SEWER COLLECTION/TRANSMISSION CONSTRUCTION SHALL BE IN CONFORMANCE WITH THE CONTRACT DOCUMENTS AND SPECIFICATIONS AND RELOCATE IF ACCORDANCE WITH RULE 62-604 OF THE FLORIDA ADMINISTRATIVE CODE. REQUIRED AT NO COST 1-0 THE OWNER, 2. NEW PUMP STATIONS SHALL BE ENCLOSED WITH A FENCE OR OTHER 7. NATER LINES SHALL HAVE A MINIMUM OF 36 INCHES COVER FROM FINISHED SECURITY MEASURE' TO KEEP ANIMALS AND UNAUTHORIZED PERSONS FROM HAVING GRADE. MAXIMUM COVER 51-IALL BE 60 INCHES. o ACCESS TO THE FACILITY. 8. WATER LINES ARE DESIGNED TO FINISHED GRADE AND SHALL BE PROTECTED UNTIL I— J. ALL SANITARY SEWER PIPING SHALL BE PVC MEETING ASTM DESIGNATION FINISH WORK ISCOMPLETE n m D -3O34 SDR35 SPECS AND BE 8" MINIMUM SIZE BETWEEN MANHOLES. 9. ALL. WATER MAINS 3 INCHES ✓VJU LARGER STRAIT BE AWWA C9O0, OfR25 PVC. WATER z v 4. ALL CONNECTIONS ARE TO BE RUBBER COMPRESSION RING, THREADED OR MAINS 3 INCHES AND SMALLER SHALL BE SCH. 40 PVC PIPE WITH SOLVENT JOINTS o SOLVENT WELD. AND WITH NSF -PW APPROVAL. � 5. PROVIDE A M 10 GA. COPPER WIRE, ATTACHED TO THE PIPE BY ADEQUATE TO. RESTRAINED JOINTS ARE REQUIRED WHERE WATER MAINS ARE TERMINATED U) ADHESIVE. AND AT ALL BENDS, 11. ALL CATE VALVES w 0 6. PROVIDE METALIZED IDENTIFICATION TAPE, 4 MIL MINIMUM THICKNESS, WITH SHALL BE NON -RISING .STEM TYPE AND SHALL BE SUITABLE _-. - !/2 MIL METALLIC FOIL LORE, 3" WIDE, N57 -ACED PARALLEL WITH PIPE 18" ABOVE & FOR 200 PSI NON -SHOCK WORKING PRESSURE. GATE VALVES SHALL BE MECHANICAL (Q Co >- 12' BELOW FINAL GRADE. JOINT, IRON BODY, RESILIENT SEAT, MUELLER OR EQUAL. VALVE BOXES WITH SCREW n 7. DISSIMILAR MATERIALS SHALL BE JOINED USING SUITABLE COUPLINGS WHICH EXTENSIONS SHALL BE PROVIDED FOR EACH BURIED GATE VALVE. BOXES SHALL BE OF __ COMPLY WITH CURRENTASTM SPECIFICATIONS. CAST IRON CONSTRUCTION, 3/ INCH MINIMUM WALL THICKNESS AND SHALL BE Lu 8. SEWER PIPES AND FORCE MAINS SHALL CROSS BELOW WATER PIPES UNLESS NON -TACKY TAR ENAMEL COATED. THE WORD WATER SHALL BE CAST IN COVER. ALL (:r o THERE IS NO ALTERNATIVE. GATE VALVES INSTALLED SHALL OPEN BY TURNING TO THE LEFT (COUNTERCLOCKWISE) 9. NEW OR RELOCATED, UNDERGROUND WATER MAINS SHALL BE LAID TO WfIEN VIEWED FROM THE STEM. PROVIDE A HORIZONTAL DISTANCE OF AT LEAST SIX FEET, AND PREFERABLY TEN 12. CLASS B, TYPE I BEDDING SHALL BE USED FOR THIS PROJECT UNLESS FEET, BETWEEN THE OUTSIDE OF THE WATER MAIN AND THE OUTSIDE OF ANY INDICATED OTHERWISE ON THE DRAWINGS OR DIRECTED BY THE ENGINEER. EXISTING OR PROPOSED GRAVITY - OR PRESSURE - TYPE SANITARY SEWER, WASTEWATER FORCE MAIN, UR PIPELINE CONVEYING RECLAIMED WATER 13. UNSUITABLE_ MATERIALS UNDER WATER PIPE SHALL BE REMOVED AND REPLACED NOT REGULATED UNDER PART 111 OF CHAPTER 62-610, F.A.C. THE MINIMUM HORIZONTAL WITH SELECTED BACKFILL PROPERLY COMPACTED. THE MATERIAL SHOULD EXH1131T MOISTURE CONTENTS WITHIN ,/-2 PERCENT OF THE MODIFIED PROCTUR OPTIMUM SEPARATION DISTANCE BETWEEN WATER MAINS AND GRAVITY- TYPE SANITARY MOISTURE CONTENT (ASTM 01557) DURING THE COMPACTION co SEWERS SHALL BE REDUCED TO THREE FEET WHERE THE BOTTOM OF THE OPERATIONS, COMPACTION SHOULD CONTINUE UNTIL DENSITIES OF AT LEAST 95w WATER MAIN IS LAID AT LEAST SIX INCHES ABOVE THE TOP OF THE SEWER, NEW PERCENT OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY (ASTM D1557) HAVE BEEN (3 ~ Q OR RELOCATED, UNDERGROUND WATER MAINS CROSSING ANY EXISTING OR PROPOSED ACHIF_VF_U. GRAVITY OR VACUUM TYPE SANITARY SEWER SHALL BE LAD SU THE OUTSIDE- OF14. BACKFILLING SHALL BE MADE WITH CLEAN BACKFILL WHICH SHALL BE I THE WATER MAIN IS AT LEAF INCHES, SIX INCH . AND PREFERABLY EFEf ABLY 12 INCHES ABOVE OR r THOROUGHLY COMPACTED IN 6 INCtI LIFT,COMPACTION SHALL BEA MINIMUM OF 957 z � AT LEAST 12 INCHES BELOW THE OUTSIDE OF THE OTHER PIPELINE. HOWEVER, IT OF MAX. DENSITY AT �/- 2.0 Z. OF THE d9UDIFTED PROCTOR. W IS PREFERABLE TO LAY THE WAFER MAIN ABOVE THE OTHER PIPELINE, NEW OR f5. WHERE WATER ,MAINS ARE LAID UNDER DITCHES CULVERTS, PIPELINES', OR z :2!: RELOCATED, UNDERGROUND WATER MAINS CROSSING ANY EXISTING OR PROPOSED OBSTRUCTIONS WITHOUT FITTINGS, THE MAXIMUM DEFLECTION OF ANY JOINT SHALL w < PRESSURE-TYPE SANITARY SEWER, WASTEWATER OR STORMWATER FORCE MAIN, Of? NOT EXCEED 50% OF THE MAXIMUM RECOMMENDED BY THE PIPE MANUFACTURER. w PIPELINE CONVEYING RECLAIMED WAITER SHALL BE LAID 50 THE OUTSIDE OF THE WATER MAIN IS 16. NO CONNECTION TO EXISTING POTABLE WATER SYSTEM N 1 E WILL BE ATONED UNTIL ____I ___1 (]� (- AT LEAST 12 INCHES ABOVE OR BELOW THE OUTSIDE OF THE ALL PROPOSED WATER LINES HAVE BEEN FLUSHED, PRESSURE TESTED, DISINFECTED [-- OTHER PIPELINE. HOWEVER, IT IS PREFERABLE TO LAY THE WATER MAIN ABOVE AND CLEARED FOR SERVICE BY THE FLORIDA DEPARTMENT OF ENVIRONMENTAL I- - THE OUTSIDE OF THE OTHER PIPELINE. AT THE UTILITY CROSSINGS DESCRIBED PROTECTION, Lu ABOVE, ONE FULL LENGTH OF WAFER MAIN PIPE SHALL BE CENTERED ABOVE OR 'THE 17. CONTRACTOR SHALL NOTIFY UTILITY COMPANY A MINIMUM OF 'TWOA `' D Y� PRIOR TO w BELOW OTHER PIPELINE SO THE WATER MAIN JOINTS WILL BE AS FAR AS CONNECTION OF WATER MAINS TO EXISTING LINES. ALL NEW WORK MUST BE POSSIBLE FROM THE OTHER PIPELINE. ALTERNATIVELY, AT SUCH CROSSINGS, THE INSPECTED BY THE ENGINEER. NO TESTS SHALL BE SCHEDULED FOR WEEKENDS. ANY PIPES SHALL BE ARRANGED SO THAT ALL WATER MAIN JOINTS ARE AT LEAST CHANGE FROM THE TECHNICAL REQUIREMENTS MUST BE REVIEWED AND APPROVED BY THREE FEET FROM ALL JOINTS IN VACUUM -TYPE SANITARY SEWERS, OR PIPELINES THE ENGINEER AND OWNER. CONVEYING RECLAIMED WATER REGULATED UNDER PART ffl OF CHAFFER 62-610, 18. HYDROSFATIC AND LEAKAGE TESTING OF THE WATER MAINS INSTALLED SHALL BE FAC, AND AT LEAST SIX FEET FROM ALL JOINT'S IN GRAVITY- Of? PRESSURE - PERFORMED IN ACCORDANCE WITH AWWA STANDARD SPECIFICATIONS, A TYPE SANITARY SEWERS, WASTEWATER FORCE MAINS, OR PIPELINES CONVEYING REPRESENTATIVE OF THE UTILITY COMPANY OR THE ENGINEER MUST BE PRESENT RECLAIMED WATER NOT REGULATED UNDER PART //I OF CHAPTER 62-610. DURING THE TESTS, PRESSURE TESTS SHALL BE CONDUCTED AT 150 PSI FOR 2 HOURS FOR WATER MAINS AND PSI FOR 2 HOURS FOR FIRE MAINS. PRESSURE TEST AFTER 0 LIMEROCK IS INSTALLED. z 19. ALL WATER MAINS SHALL TERMINATE APPROXIMATELY 5 FEET OUTSIDE THE a DISINFECTING06 T�STI N N �T�S BUILDING UNLESS OTHERWISE NOTED. TIIE END OF THESE SERVICE LINES SHALL BE = TIGHTLY PLUGGED OR CAPPED AVD MARKED UNTIL SUCH TIME AS CONNECTION IS MADE INSIDE THE BUILDING, 4 W CIO - WATER MANS THAT ARE INCLUDED IN THIS PROJECT THAT WILL BE 20, THE SITE UTILITY CONTRACTOR SHALL MAKE APPLICATION TO UTILITY COMPANY w Lu CONSTRUCTED OF POLYVINYL CHLORIDE PIPE WILL BE PRESSURE AND FOR THE PROJECT WATER METER AND ND SHALL PAY FOR ALL METER FEES, LEAKAGE TESTED IN ACCORDANCE WITH AWWA STANDARD C605. 21. UTILITY LEAD-INS TO BUILDING SHALL NOT BE INSTALLED UNTIL BUILDING z ALL OTHER PLANS ARE COMPLETED AND LOCATIONS ESTABLISHED ON THE ARCHITECTURAL (f PLUMBING PLANS. LEAD-INS MAY CHANGE 15 FEET HORIZONTALLY ,MID 3 FEET F- - WATER MAINS INCLUDED IN THIS PROJECT WILL BE PRESSURE AND LEAKAGE VERTICALLY PRIOR TO INSTALLATIONS AT NO ADDITIONAL COST TO OWNER. z W TESTED IN ACCORDANCE WITH AWWA STANDARD C600. LOCATION, SIZE, MID INVERT ELEVATIONS SHALL BE COORDINATED WITH THE w LEAKAGE TESTS ARE REQUIRED AS FOLLOWS: I) THE LEAKAGE EXFTLTRATTON APPROVED PLUMBING PLANS FOR THE BUILDING. Q OR INFILTRATION DOES NOT EXCEED 200 GALLONS PER INCL! OF PIPE 22, WHERE PARALLEL WATER AND SEWER (INCLUDING STORM) LINES HAVE LE55 THAN CSC DIAMETER PER MILE PER DAY FOR ANY SECTION OF THE PIPE; 2J IU FEEL' HORIZONTAL SEPARATION FULL -UNCUT LENGTHS CUT LENGTHS OF WAITER QUALITY PIPE � EXFILFRATION OR INFILTRATION TESTS BE PERFORMED WITH A MINIMUM (I.E. DR 18 AWWA C-900 FOR NEWLY INSTALLED SEWER & DR 25 AWWA C-900 WAITER) POSITIVE HEAD OF 2 FEET; 3) AIR TESTS, AS A MINIMUM, CONFORM TO THE WILL BE USED WITH THE JOINTS STAGGERED AT TO FOOT INTERVALS OR THEY WILL TEST PROCEDURE DESCRIBED IN ASTM C 828 FOR CLAY PIPE, ASTM C 924 BE PLACED ON AN UNDISTURBED SHELF OR IN A SEPARATE TRENCH WITH A MINIMUM FOR CONCRETE PIPE, ASTM F-1417 FOR PLASTIC PIPE, AND FOR OTHER VERTICAL SEPARATION OF AT LEAST 18 INCHES. IT IS PREFERABLE TO HAVE [HE MATERIALS APPROPRIATE TEST PROCEDURES. WATER MAINS LOCATED ABOVE THE SEWER AND WITH IO FOOT OF .SEPARATION WHERE POSSIBLE, DISINFECTION OF THE WATER DISTRIBUTION SYSTEM SHALL BE PERFORMED IN 23. WHERE IT /5 NOT POSSIBLE FOR WATER AND SEWER (INCLUDING STURMJ LINES EPI ACCORDANCE WITH AWWA C651 DISINFECTING WATER MAINS. TO CROSS WITff A MINIMUM OF 18 INCHES OF VERTICAL CLEARANCE, A FULL -UNCUT SATISFACTORY LENGTH OF WATER QUALITY PIPE (I.E. DR 18 AWWA C-900 FOR NEWLY INSTALLED BACTERIOLOGICAL TEST RESULTS SHALL BE SUBMITTED TO ENGINEER PRIOR SEWER & DR 25 AWWA C-900 WATER) WHICH IS USUALLY 2.0 TO FINAL CERTIFICATION, FEET LONG WILL BE CENTERED ON THE POINT OF CROSSING. THE CONTRACTOR WILL THE CONTRACTOR SHALL MAKE PROVISIONS TO PROTECT THE ACTIVE FIELD VERIFY THE VERTICAL SEPARATION. THE MINIMUM VERTICAL ENGINEERED PEHMI FS, INC. EXISTING MAIN FROM BACKFLOW CONTAMINATION DURING' FILLING, FLUSHING, SEPARATION BETWEEN WATER AND SEWER (INCLUDING' STORMY PIPES WHEN 18 INC!-( ES 311 SOUTH WOODLAND BiVD, " AND TESTING OF THE NEW MHN, AS SPECIFIED IN AWWA C651-92, IS NOT POSSIBLE WILL BE 6 INCITES OUTSIDE DIAMETER TO OUTSIDE DIAMETER. FT SUITE CONTRACTOR SHALL UTILIZE A JUMPER CONNECTION DURING WATER MAIN IS PREFERABLE TO HAVE THE WATER MAIN ABOVE THE SEWER DELAND, FL 32720 TESTING. ALTERNATE TYPES OF BACKFLOW PREVENTION MAY BE UTILIZED AS LINES AND AT LEAST 18 INCHES VERTICAL SEPARATION. PHONE: 386-734-0830 APPROVED BY INSPECTION STAFF AND ENGINEER. 24, A FULL UNCUT LENGTH Of' WATER MAIN PIPE (USUALLY 20 FEET) SHALL FAX: 386.734-8226 CONTRACTOR SHALL OBTAIN FDEP APPROVAL FOR WATER MAIN CLEARANCE BE CENTERED AT THE POINT OF CROSSING OF ALL WATER AND SEWER CEF(rNO. 26298 PRIOR TO THE BEGINNING OF VERTICAL CONSTRUCTION. (INCLUDING STORM) LINES AT THE POINT OF CROSSINGS REGARDLESS OF EMAIL: epi0epienp.net VERTICAL SEPARATIONS. 2-5. THE CONTRACTOR SHALE_ BE RESPONSIBLE TO PROVIDE MITIGATING CONSTRUCTION MEASURES IN ALL CASES WHERE A MINIMUM OF 18 INCHES OF VERTICAL CLEARANCE BETWEEN NATER AND SEWER (INCLUDING STORM) LINES C7)- A BUILT RE UIREMENTS IS NOT PTHE CONCONI$LE. 26. TRACTOR IS RESPONSIBLE FOR PROVIDING WATER FOR CONSTRUCTION USE DURING ENTIRE COURSE OF PROJECT- IF NECESSARY. CONTRACTOR SHALL PROVIDE COMPLETE AS -BUILT INFORMATION TO THE PROJECT ENGINEER 27. PRESSURE PIPE AND FITTINGS REOUTRING RESTRAINT- SHALL BE BRACED IN ACCORDANCE WITH THE FOLLOWING REQUIREMENTS., WITH RESTRAINED JOINTS. I. AS BUILT DRAWINGS SHALL BE PREPARED IN AUTOCAD FORMAT BY A REGISTERED LAND 28. THE CONTRACTOR SHALL COORDINATE THE LOCATION AND SIZE OF WATER SURVEYOR. ONE SET OF DRAWINGS AND A CD OF THE PROJECT SHALL BE SUBMITTED TO THE SERVICES WITH THE APPROVED PLUMBING PLANS FOR THE BUILDING. ENGINEER FOR REVIEW AND APPROVAL, SIGNED AND SEALED PRINTS SHALL BE PROVIDED TU 29. THE CONTRACTOR SHALL COORDINATE ALL CONNECTIONS W17 -H SITE PIPING AND THE ENGINEER AS REQUESTED BUILDING PIPING. 2. AS -BUILT DRAWINGS SHALL BE IN ACCORDANCE WITH ALL AUTHORITIES HAVING JURISDICTION. J. PROVIDE BUILDING LOCATIONS, FINISH FLUOR ELEVATIONS, PAVEMENT GRADES AND ALL UNDERGROUND FACILITIES. 4. PROVIDE PERIMETER DIMENSIONS AT TOP OF BANK AND AT BOTTOM OF FUND 5. PROVIDE ELEVATIONS AT TOP OF BANK AND BOTTOM OF POND. 6. PROVIDE_ SPECIAL DETAIL DRAWINGS WHERE INSTALLATIONS WERE NOT AS SHOWN ON CONTRACT DRAWINGS DUE TO FIELD CONDITIONS OR WHERE REQUIRED FOR CLARITY. 7. PROVIDE LOCATION, ELEVATION AND DESCRIPTION OF BENCHMARK(S). 8. LOCATE AND PROVIDE ELEVATIONS OF ALL STRUCTURES. LOCATION OF ALL .STRUCTURES SHALL BE FROM TWO (2) DIRECTIONS. - --- •- 9. LOCATE AL PIPES AND PROVIDE SIZE, ELEVATION, INVERT ELEVATIONS, LENGTH AND TYPE. 10, PROVIDE DIMENSIONS AND ELEVATIONS OF THE POND OUTFALL STRUCTURE(5). ll. WATER AS-BUILTS SHALL INDICATE THE LOCATION OF BACTERIOLOGICAL SAMPLE POINTS. SAMPLE POINTS SHALL BE INDICATED IN RED OR PINK. 12. THE AS-BUILTS SHALL INCLUDE A DETAIL OF EVERY CROSSING OF THE NEW WATER MAIN WITH GRAVTI Y SEWERS, FORCE MAINS AND STORM PIPES CLEARLY SHOWN & INDICATING THE VERTICAL CLEARANCES AT EACH CROSSING. DETAILS SHALL BE FURNISHED I FOR PARALLEL RUNS WHERE THE HORIZONTAL SEPARATION IS LESS THAN 10 FEET � Q) 13, THE CENTERING OF UNCUT LENGTHS OF PIPE AT POINTS OF CROSSING SHALL BE rr DOCUMENTED ON THE AS-BUILTS AND ALL MITIGATING CONSTRUCTION MEASURES CLEARLY c DEPICTED 1N CASES WHERE AN MINIMUM OF 18%j2 OF VERTICAL CLEARANCE BETWEEN THE WATER AND SEWER (INCLUDING -D STORY) LINES IS NOT POSSIBLE. �. �) O ,(,j It a J ') o L1.1 � _� fi O _E .. U .2 0- W _ ------'-__- 2/9/2017 9:57:04 AM Iv1:\EDC\El S Auto\generG1notes07.dp i� WA p �,-., 9' 9 r SHEET N0, ,�..t OF15 7 4' HIGH SECURITY CHAIN LINK FENCE TIE INTO EXIST FENCE LIMITS OF PROJECT AREA PROPOSED 3,000 PSI 5'CONC. SIDEWALK MATCH EXISTING 5" CONC, SIDEWALK 5'Cc nci ............. 0 2 7) r . E REMOVE EXIST CONC. APRON AND REPLACE CURB W/ TYPE "F' CURB AND GUTTER, MATCH EXISTING PALMETTO AVENUE EDGE EXISTING PAVIVIENT FDOT DROP CURB INDEX "301 EXISITING FIRE HYDRANT 36" STOP SIGN (R] -1) ON 3.5" ROUND ALUMINUM POLE cn 24" THERMOPLASTIC . ..... . . ...................... STOP BAR 6" 3,000 PSI CONCRETE TYPE "F" CURB TO PROPERTY LINE 6" DOUBLE YELLOW CENTERLINE STRIPING TRAFFIC DIRECTIONAL ARROW PER FDOT STD, Frid, 1/2" Rebar & Cap '113 3382" 0- C:) (D Find. Y2" Rebar (i & Cap "L8 7623" Set, Y2" Rebar & Cap "LB 7623" CL LO Z E 4 933.1585 AI ..... . . . ... ..... 41 6.5'Apparer (by Oc( o 4 1. z Wood Utility Pole Guy Anchor EXIST, &CONC, SIDEWALK sis Road Right -of -Way) RIW,raking pation) EXISITING FIRE HYDRANT EXISTING RIGHT -IN RIGHT -OUT MOUNTABLE CURB Q $HEET REFERENCE 0 5 20 Feet NOTE: APPROVED CITY OF SANFORD DEVELOPMENT ORDER NO. 16-11 RECORDED 06/20/2016 ORDER (J) PRIOR TO ANY ISSUANCE OF A SITE DEVELOPMENT PERMIT RELATING TO THE SUBJECT REAL PROPERTY, ACCEPTABLE FENCING AROUND THE PROPERTY SHALL BE SUBMITTED FOR STAFF APPROVAL, U1<1vLvvAy:-- I. CN Concreto, 00 END RETAINING 120- F. ..... ............. I., ........ . .... WALL rte S dem�*_..- STOP 8-i'• ............................ .............. 4,, 36" GN (R] -1) ON 315" - Fx) co N ROUND ALUMIN DnLE T_UbupC�L_ S 89° 60, E 241.43'( EXISTING CROSSWALK STRIPING . . . . . . ............. 1 �5' .......... -ij 24" WHITE THERMOPLASTIC 29,51 24" THERM(b) LASTI(L—"' STOP BAR W/STOP SIGN (TYP.) ........... .. RETENTION 'urb Gutter 7"' DRY ood Utility Pole Cap 113 123" I POND Y4 Fnd, 1/2" Rebar LN 5 065.0 7 N 5 065,0947 MATCH CONE PAD WITH 4 `Y) E 4 848.2771 C\j E 4 798,27�1 'TING CONC.f EMENT . . ........ 5' EXIS, Lot 83 (No Identification) 4 Lo co J84 561-6'Chain Link Fence is — ib 20' -1 IPROPOSED 4" 3,000 PSI CONC, STORAGE/REPAIR CONNECT &CONC, SIDEWALK 4 SIDEWALK ... 4" 3,000 P31 CONC.6,219 SF TO EXIST SIDEWALK SIDEWALK 5' Concrete Walkway 67-0 - 25.67'- 5. 42" WIDE ACCESS GATE . ..... EXISITING FIRE HYDRANT .. . ............. .. ............................ ............... .... . ..... 36' .. . ....... . .. .. ....... LANDSCAPE AREA`i„b & Gutter TO EXISTING HYDRANT ......... 2' Cur .. Id ........... TYPE `D" CURBnx :rv' 132,59' CONCRETE DRIVEWAY LIMITS OF PROJECT AREA LQ 4" BOLLARD ROLL UP DOOR — DISPLAY AREA NOT RAN LINE) 04 Lot LO 9 86 LO T -- V1 R_ 9,67'r PEDESTRIAN x BIKE i RACK z /If' x SECURITY GATE CONCRETE DRIVEWAY TYPE "D" CURB 0159,261 TO EXISTING HLYBY A0 N 4 940.0947 E 4 798.2771 84 94' 124'(fl) ALL UP DOOR BOLLARD .......... ................. CONCRETE DRIVEWAY 50' (b t N 4 940,0947 Lot 88 ___ _0 9- — E 4 847.6104 49,33' S. 15,59' t 10 L6 36' — — — — — — — — — — — — — — — — — — — — — — — — — — — — — -- -TIT, — — — — — — — CA ..... ..... . . ... . ..... ........................................ .............................. .................. ... ............ .......... ....... . .. .............. - .. . ......... .... ...... . ...................... ... ................... .. .... .. .. .. .......................... ........................... .. ................ .... . ........... . ...... ...... ............. . 10' LANDSCAPE BUFFER k, "a- N! Set X? Rebar N 89`60'24ZJ�I 241,40 (m) SANITARY SF�ER­ -1623" 12'X I O'DUMPSTER ENCLOSED MECHANICAL AC CONDENSER LIFT STATION . ... ..................... .............. ........................ ................. .................... ............ ............ r ...................................................................................... ­­ ................ ............................ ....... .. . .... ........ ....... Lo APPROACH 'P D W/ 4'-100% Or U FENC Q-) W/'VCONI� Set I CD 0A S /;?." N&I) L QQ i _75— — — — — — — — — — — — — — — — — — — — — ------ (0 P "LB 7623" lat . . .............. . . .............................................................. ..................... ............................................................. . .......................... ........... .... ............ .................................. .. ............ .............................................. .................. rr . . .. ........ . .... .. .. ........................................................................... ............ . ................................. ............. :.°_....... . ..... .................. — — — — — — — — — — — — — — — — — — — — Frid. Iron Pipe (No 11 entification) N 4 920,1131 E 4 691.7445 N. Lirva of Lots 89 & 9 Lot 89 fflir Occupation LIMITS OF PROJECT AREA Lot 90 N 4 920,0713 E 4 933.2367 4' HIGH SECURITY CHAIN LINK FENCE TIE INTO EXIST FENCE R/W LINE Less Road Right -of -Way r1l A /_;K VINYL COATED IN LINK CHAIN LINK FENCE NTS LOW IMPACT DEVELOPMENT (LID) AND LEED 1, LED AREA LIGHTING. 2. DRY RETENTION SIZED TO REDUCE NUTRIENT LOADING, 3. POLLUTION PREVENTION W/ OIL / GREASE SEPERATION FROM STORMWATER AND SEWER, W.4 s4EI h 2/9/017 9.51:45 AM M:�FGC�ET� �1utv�sileplan�7.dc�n n CQ rij z z LL 0 LU C/) U) > LIJ W 0 n C/) _jj L L N rn Lij LU C/D 4 (D LU L] L CD rT_ EPI . .... . ..... .. 0 0 0 N 4 920,0713 E 4 933.2367 4' HIGH SECURITY CHAIN LINK FENCE TIE INTO EXIST FENCE R/W LINE Less Road Right -of -Way r1l A /_;K VINYL COATED IN LINK CHAIN LINK FENCE NTS LOW IMPACT DEVELOPMENT (LID) AND LEED 1, LED AREA LIGHTING. 2. DRY RETENTION SIZED TO REDUCE NUTRIENT LOADING, 3. POLLUTION PREVENTION W/ OIL / GREASE SEPERATION FROM STORMWATER AND SEWER, W.4 s4EI h 2/9/017 9.51:45 AM M:�FGC�ET� �1utv�sileplan�7.dc�n n CQ rij z z LL 0 LU C/) U) > LIJ W 0 n C/) _jj L L N rn ENOINEEHED PERMITS, INC. 311 SOUTH WOODLAND BIVD. SUITE A DELAND, FL 32720 PHONE: 386-734 0830 FAX: 386-734-8226 CERT NO. 26298 EMAIL: 8p!@epleng. riot SHEET NO OF 15 Lij LU C/D LU (D LU L] L CD rT_ EPI ENOINEEHED PERMITS, INC. 311 SOUTH WOODLAND BIVD. SUITE A DELAND, FL 32720 PHONE: 386-734 0830 FAX: 386-734-8226 CERT NO. 26298 EMAIL: 8p!@epleng. riot SHEET NO OF 15 5' 10' EST. SHWT — EL. 49.00' 21.6 SECTION -A NTS 10' I nda 'V2" Re)bar Cap '113 7623" LANDSCAPE AREA DRAINAGE STRUCTURES S-/ FDOT TYPE C INLET INDEX 232 s-4 MES (1:4) INVERT EL. = 49.50 PIPE SIZE _ l5" RCP FDOT TYPE C INLET INDEX 232 W/ (2) 8" WEEP HOLES IN BOTTOM GRATE EL, = 52.03 (E) INVERT EL.= 49.53 PIPE SI7F=R" HInPF (F) (OUTFALL) FDOT TYPE C INLET W/SKIMMER INDEX 232 GRATE EL. = 52.20 SKIMMER TOP EL.= 53.00 SKIMMER BOTTOM EL.=5/.00 INVERT EL.= 49.65 PIPE SIZE 8" HDPE (W) NOTES. I. CONTRACTOR SHALL FIELD VERIFY LOCATION, INVERT ELEVATIONS, MATERIALS, AND PIPE SIZE BEFORE CONSTRUCTION BEGINS. 2. CONTRACTOR SHALL BEGIN STORMWATER PIPING CONSTRUCTION AT THE POINT OF CONNECTION OF EXISTING STORMWATER SYSTEM. J. ALL SPOT ELEVATIONS ARE TO BOTTOM OF CURB UNLESS OTHERWISE NOTED. 4. THE CONTRACTOR SHALL PROVIDE SHOP DRAWINGS OF ALL DRAINAGE STRUCTURES PRIOR TO ORDERING FOR ENGINEER APPROVAL. Wood Utility Pole Fnd3 112," Rebar (No Identification) w_ 6' Chain Link Fence is 0A' S 5' Concrete Walkway 2' Curb & Gutter OF PROJECT AREA TYPE "C" OUTFALL STRCTURE W/(2) 8" WEEP HOLES Lem; itc zid Right -of -Way ** NOTE: ALL PIPE JOINTS SHALL BE WRAPPED WITH FILTER FABRIC. THE FILTER FABRIC SHALL BE IN ACCORDANCE WITH FDOT INDEX 199, TYPE D-3, A.O.S. 70-100. INSTALL PER FDOT INDEX 280. PROVIDE A MIN, 12" OVERLAP, (SEE DETAIL BELOW) Total Overlap 2'Min, Securing Device 12" 12" Min, Min. Woven or Non -Woven Filter Fabric Securing Device ISOMETRIC VIEW FDOT 2016 Design Standards, Index 280 Sheet 1 of 4 FILTER FABRIC JACKET SCALE: NTS 5' SIDEWALK 5 2.1 8" HDPE PPE @10.40% 5' 11 SHEET s REFERENCE 0 5 1 20 Feet ERU CALCULATIONS TOTAL IMPERVIOUS AREA 32,369 SF / 2,126 SF = 15,23 SF TYPE "C"INLET CONTRACTOR TO FASTEN CAST IRON GRATE W/ STEEL CHAIN TO INLET FOR THEFT PREVENTION ---- SECURITY FENCE 8" WEEP HOL z� o OL �- U) Lu Lu LD cC LU n ca IQ 0 0 Er �o m C 0 LIJ L1j _z CD w LU CD w GRATE EL.= 53.00 311 SOUTH WOODLAND BIVD. INVERT EL.= 50.54 (S) w INVERT EL. = 50.08 (W) wood Utility PIPE SIZE = 8" HDPE (S) ,:uIF PIPE SIZE _ l5" 12"X18" ERCP (W) EMAIL: epigepieng.net S-� (.;gay ��r1cLa r. MES (1:4J INVERT EL.= 48.92 PIPE SIZE=I5" /2718" ERCP (i.'cBi9 ttor,a�.i @ iifli.C,i1•�fY#ii� S- FDOT TYPE C INLET INDEX 232 GRATE EL. = 52,88 INVERT EL.= 49.63 (N) PIPE SIZE = l5" RCP (N) s-4 MES (1:4) INVERT EL. = 49.50 PIPE SIZE _ l5" RCP FDOT TYPE C INLET INDEX 232 W/ (2) 8" WEEP HOLES IN BOTTOM GRATE EL, = 52.03 (E) INVERT EL.= 49.53 PIPE SI7F=R" HInPF (F) (OUTFALL) FDOT TYPE C INLET W/SKIMMER INDEX 232 GRATE EL. = 52.20 SKIMMER TOP EL.= 53.00 SKIMMER BOTTOM EL.=5/.00 INVERT EL.= 49.65 PIPE SIZE 8" HDPE (W) NOTES. I. CONTRACTOR SHALL FIELD VERIFY LOCATION, INVERT ELEVATIONS, MATERIALS, AND PIPE SIZE BEFORE CONSTRUCTION BEGINS. 2. CONTRACTOR SHALL BEGIN STORMWATER PIPING CONSTRUCTION AT THE POINT OF CONNECTION OF EXISTING STORMWATER SYSTEM. J. ALL SPOT ELEVATIONS ARE TO BOTTOM OF CURB UNLESS OTHERWISE NOTED. 4. THE CONTRACTOR SHALL PROVIDE SHOP DRAWINGS OF ALL DRAINAGE STRUCTURES PRIOR TO ORDERING FOR ENGINEER APPROVAL. Wood Utility Pole Fnd3 112," Rebar (No Identification) w_ 6' Chain Link Fence is 0A' S 5' Concrete Walkway 2' Curb & Gutter OF PROJECT AREA TYPE "C" OUTFALL STRCTURE W/(2) 8" WEEP HOLES Lem; itc zid Right -of -Way ** NOTE: ALL PIPE JOINTS SHALL BE WRAPPED WITH FILTER FABRIC. THE FILTER FABRIC SHALL BE IN ACCORDANCE WITH FDOT INDEX 199, TYPE D-3, A.O.S. 70-100. INSTALL PER FDOT INDEX 280. PROVIDE A MIN, 12" OVERLAP, (SEE DETAIL BELOW) Total Overlap 2'Min, Securing Device 12" 12" Min, Min. Woven or Non -Woven Filter Fabric Securing Device ISOMETRIC VIEW FDOT 2016 Design Standards, Index 280 Sheet 1 of 4 FILTER FABRIC JACKET SCALE: NTS 5' SIDEWALK 5 2.1 8" HDPE PPE @10.40% 5' 11 SHEET s REFERENCE 0 5 1 20 Feet ERU CALCULATIONS TOTAL IMPERVIOUS AREA 32,369 SF / 2,126 SF = 15,23 SF TYPE "C"INLET CONTRACTOR TO FASTEN CAST IRON GRATE W/ STEEL CHAIN TO INLET FOR THEFT PREVENTION ---- SECURITY FENCE 8" WEEP HOL z� o OL �- U) Lu Lu LD cC LU n ca IQ 0 0 Er �o m C 0 LIJ L1j _z CD w LU CD w TYPE "C" I'N'LET W/ WEEP HOLES NTS OUTFALL STRUCTURE GRATE EL, = 52.20 53,00 x 53,00 24" FIBERGLASS SKIMMER TOP EL, = 53,00 BOTTOM EL, = 51.00 50.40 POND BOTTOM EL. = 50.40 310-1 SECTION B -B NTS 21912017 9:58:25 AM 10' ALL POND BANKS AND DISTRURBED AREAS TO BE SODDED W/ BAHIA SOD M;�EDC�FT� Aula�r'ading�}/ar07.dgn SHEET NO. 5 OF 15 G xi� LIWO' r� ENGINEERED PERMITS, INC. 6" Lv 311 SOUTH WOODLAND BIVD. Q LU 31JITEA w DELAND, FL 32720 Z PHONE: 386-734-06JO Q0 FAX: 386.734-8226 U) � CERT NO. 26298 I'll LO_ EMAIL: epigepieng.net CQ LU TYPE "C" I'N'LET W/ WEEP HOLES NTS OUTFALL STRUCTURE GRATE EL, = 52.20 53,00 x 53,00 24" FIBERGLASS SKIMMER TOP EL, = 53,00 BOTTOM EL, = 51.00 50.40 POND BOTTOM EL. = 50.40 310-1 SECTION B -B NTS 21912017 9:58:25 AM 10' ALL POND BANKS AND DISTRURBED AREAS TO BE SODDED W/ BAHIA SOD M;�EDC�FT� Aula�r'ading�}/ar07.dgn SHEET NO. 5 OF 15 G xi� LIWO' r� Frid. /z" R ,lbar & Cap `LB 3382" EXIST CHECK VALVE ON LIFTS STATION >.J 80-59'24" IM ! 4 1.37 t (m) 24�T' " Fnd. 1/2 ` Rc^��t(�aar & Cap "I..B t 623" '.,Sia k. /a" I"'S®6.. ar ...... & Cap '113 7623" C") C)Concrote Utility I Peale 12" WATER LINE _Wood Utility .I._. Polo ` `' I EXISTING 4" FORCE MAIN SEWER ro 6"6E IN SLEEVE EXISTING 6" WA LIMITS OF PROJECT AREA 5' EXISITING FIRE HYDRANT '... G'fey Anchor .,.......... �� E'.}i vJ 8 I iLt Y.'#?� I Rf��f I!t„"t11�•���/i:§� i TIE PROPOSED 2” FM INTO EXISTING !4" FM I _f 10 .,' I TVood Utility Y Ole Fnd. +/}" l" obar R (tN- [1)] Bkrj.(KF' l.OtW 61 C;haift ► ink F=t,r1m Is 0.118 E._ 6 0oncreto Walkway PING FIRE HYDRANT 2' Cud) & 0uttt,)r ................. .... LIMITS OF PROJECT AREA I n I X '70_._ ' ; i I (NOT R/W LINE) i tt 10 L I = i PROPOSED ., I BUILDING _ X I' r �-- R/V1! LINE l I FFE = 54,00 G L. I x ,ILO WRIVISED 2/9/2017 II I� EXISTING 2" WATER LINE TO BE REMOVED I ' ! AND REROUTED IN THIS AREA , ' I 2" HDPE FORCE MAIN PIPE rL; MIN. 36" DEPTH 04 — ~ ` TO EXISTING HYDRANT �_ I -- PROPOSED HOSE BIB -- I ! I 900 ELBOW INV, EL, = 50.30 —-- — 1 1/4" }� I C�,a`ncre" I E ! o - 1XI 4 ss 4" SSRESTRAI JOINT N D E---—----__ _ _ _� _ — — -- _ _ — ---- ' — ! AT RADIU ....... .... _ k .._ _.' __ _ . _ . . MECHANICAL AC CONDENSER -- 0 4 CLEAN OUT X rt W/ 4'- 100% OPAQUE FENCE l ! INV. EL. = 51.00 7T !>° I 1 4 �) p j I PRE-TREATMENT INTERCEPTOR I: k rI ANITARY S WER . .74 LF F SDR 35 L ............._........ ... ................ Lass Road Right -of -Way _.__ ___._..___PER.-BUILDINGPLANS LIFT.STATIO SEWER PIPE @ .O/Q_.____......... m B I (: EXISTING 2 WATER LINE LIMITS OF PROJECT AREA EXISTING 6" WATER LINE -- I I [ J- U� SHEET REFERENCE I 0 5 eo r- r Feet SEWER SYSTEM NOTES l.) ALL SANITARY SEWER COLLECTION/TRANSMISSION CONSTRUCTION SHALL cf BE IN ACCORDANCE WITH RULE 62-604 OF THE FLORIDA ADMINISTRATIVE CODE. 2.) NEW PUMP STATIONS SHALL BE ENCLOSED WITH A FENCE OR OTHER SECURITY MEASURE TO KEEP ANIMALS AND UNAUTHORIZED PERSONS FROM HAVING ACCESS TO THE FACILITY. 3J ALL SANITARY SEWER PIPING SHALL BE PVC MEETING ASTM DESIGNATION D-3034 SDR35 SPECS. AND BE 8" MINIMUM SIZE BETWEEN MANHOLES. 4.) ALL CONNECTIONS ARE TO BE RUBBER COMPRESSION RING, THREADED OR SOLVENT WELD. 5.) PROVIDE A "' l0 GA. COPPER WIRE, ATTACHED TO THE PIPE BY ADEQUATE ADHESIVE, 6.) PROVIDE METALIZED IDENTIFICATION TAPE, 4 MIL MINIMUM THICKNESS, WITH 1/2 MIL METALLIC FOIL CORE, 3" WIDE, INSTALLED PARALLEL WITH PIPE I8" ABOVE & 12" BELOW FINAL GRADE. Z 7J DISSIMILAR MATERIALS SHALL BE JOINED USING SUITABLE COUPLINGS WHICH COMPLY WITH CURRENTASTM SPECIFICATIONS. 8,) SEWER PIPES AND FORCE MAINS SHALL CROSS BELOW w WATER PIPES UNLESS THERE IS NO ALTERNATIVE. 9.) NEW OR RELOCATED, UNDERGROUND WATER MAINS SHALL BE LAID TO PROVIDE: �~— A HORIZONTAL DISTANCE OF AT LEAST SIX FEET, AND PREFERABLY TEN FEET, LU BETWEEN THE OUTSIDE OF THE WATER MAIN AND THEOUTSIDE OF ANY EXISTING o FORCE MAIN, OR PIPELINE CONVEYING RECLAIMED WATER NOT REGULATED UNDER i i.» : • LDC II � TO THREE FEET WHERE THE BOTTOM OF THE WATER MAIN IS LAID AT LEAST Z Z SIX INCHES ABOVE THE TOP OF THE SEWER. NEW OR RELOCATED, UNDERGROUND WATER MAINS CROSSING ANY EXISTING OR PROPOSED GRAVITY- OR VACUUM - TYPE eI I I LEAST SIX INCHES, AND PREFERABLY 12 INCHES. ABOVE OR AT LEAST 12 INCHES i I I i I f .•I I UNDERGROUND WATER MAINSCROSSING ANY EXISTING OR PROPOSED PRESSURE-TYPE ILL SANITARY SEWER, WASTEWATER OR STORMWATER FORCE MAIN, OR PIPELINE I .,' I TVood Utility Y Ole Fnd. +/}" l" obar R (tN- [1)] Bkrj.(KF' l.OtW 61 C;haift ► ink F=t,r1m Is 0.118 E._ 6 0oncreto Walkway PING FIRE HYDRANT 2' Cud) & 0uttt,)r ................. .... LIMITS OF PROJECT AREA I n I X '70_._ ' ; i I (NOT R/W LINE) i tt 10 L I = i PROPOSED ., I BUILDING _ X I' r �-- R/V1! LINE l I FFE = 54,00 G L. I x ,ILO WRIVISED 2/9/2017 II I� EXISTING 2" WATER LINE TO BE REMOVED I ' ! AND REROUTED IN THIS AREA , ' I 2" HDPE FORCE MAIN PIPE rL; MIN. 36" DEPTH 04 — ~ ` TO EXISTING HYDRANT �_ I -- PROPOSED HOSE BIB -- I ! I 900 ELBOW INV, EL, = 50.30 —-- — 1 1/4" }� I C�,a`ncre" I E ! o - 1XI 4 ss 4" SSRESTRAI JOINT N D E---—----__ _ _ _� _ — — -- _ _ — ---- ' — ! AT RADIU ....... .... _ k .._ _.' __ _ . _ . . MECHANICAL AC CONDENSER -- 0 4 CLEAN OUT X rt W/ 4'- 100% OPAQUE FENCE l ! INV. EL. = 51.00 7T !>° I 1 4 �) p j I PRE-TREATMENT INTERCEPTOR I: k rI ANITARY S WER . .74 LF F SDR 35 L ............._........ ... ................ Lass Road Right -of -Way _.__ ___._..___PER.-BUILDINGPLANS LIFT.STATIO SEWER PIPE @ .O/Q_.____......... m B I (: EXISTING 2 WATER LINE LIMITS OF PROJECT AREA EXISTING 6" WATER LINE -- I I [ J- U� SHEET REFERENCE I 0 5 eo r- r Feet SEWER SYSTEM NOTES l.) ALL SANITARY SEWER COLLECTION/TRANSMISSION CONSTRUCTION SHALL cf BE IN ACCORDANCE WITH RULE 62-604 OF THE FLORIDA ADMINISTRATIVE CODE. 2.) NEW PUMP STATIONS SHALL BE ENCLOSED WITH A FENCE OR OTHER SECURITY MEASURE TO KEEP ANIMALS AND UNAUTHORIZED PERSONS FROM HAVING ACCESS TO THE FACILITY. 3J ALL SANITARY SEWER PIPING SHALL BE PVC MEETING ASTM DESIGNATION D-3034 SDR35 SPECS. AND BE 8" MINIMUM SIZE BETWEEN MANHOLES. 4.) ALL CONNECTIONS ARE TO BE RUBBER COMPRESSION RING, THREADED OR SOLVENT WELD. 5.) PROVIDE A "' l0 GA. COPPER WIRE, ATTACHED TO THE PIPE BY ADEQUATE ADHESIVE, 6.) PROVIDE METALIZED IDENTIFICATION TAPE, 4 MIL MINIMUM THICKNESS, WITH 1/2 MIL METALLIC FOIL CORE, 3" WIDE, INSTALLED PARALLEL WITH PIPE I8" ABOVE & 12" BELOW FINAL GRADE. Z 7J DISSIMILAR MATERIALS SHALL BE JOINED USING SUITABLE COUPLINGS WHICH COMPLY WITH CURRENTASTM SPECIFICATIONS. 8,) SEWER PIPES AND FORCE MAINS SHALL CROSS BELOW w WATER PIPES UNLESS THERE IS NO ALTERNATIVE. 9.) NEW OR RELOCATED, UNDERGROUND WATER MAINS SHALL BE LAID TO PROVIDE: �~— A HORIZONTAL DISTANCE OF AT LEAST SIX FEET, AND PREFERABLY TEN FEET, LU BETWEEN THE OUTSIDE OF THE WATER MAIN AND THEOUTSIDE OF ANY EXISTING o OR PROPOSED GRAVITY - OR PRESSURE - TYPE SANITARY SEWER, WASTEWATER FORCE MAIN, OR PIPELINE CONVEYING RECLAIMED WATER NOT REGULATED UNDER LU W BETWEEN WATER MAINS AND GRAVITY- TYPE SANITARY SEWERS SHALL BE REDUCED TO THREE FEET WHERE THE BOTTOM OF THE WATER MAIN IS LAID AT LEAST Z Z SIX INCHES ABOVE THE TOP OF THE SEWER. NEW OR RELOCATED, UNDERGROUND WATER MAINS CROSSING ANY EXISTING OR PROPOSED GRAVITY- OR VACUUM - TYPE J J C LEAST SIX INCHES, AND PREFERABLY 12 INCHES. ABOVE OR AT LEAST 12 INCHES BELOW THE OUTSIDE OF THE OTHER PIPELINE. HOWEVER, IT IS PREFERABLE. TO LAY THE WATER MAIN ABOVE THE OTHER PIPELINE. NEW OR RELOCATED, UNDERGROUND WATER MAINSCROSSING ANY EXISTING OR PROPOSED PRESSURE-TYPE ILL SANITARY SEWER, WASTEWATER OR STORMWATER FORCE MAIN, OR PIPELINE I CONVEYING RECLAIMED WATER SHALL BE LAID SO THE OUTSIDE OF THE WATER ('2 MAIN IS AT LEAST 12 INCHES ABOVE OR BELOW THE OUTSIDE OF THE OTHER PIPELINE. HOWEVER, IT IS PREFERABLE TO LAY THE WATER MAIN ABOVE THE OUTSIDE OF THE OTHER PIPELINE. AT THE UTILITY CROSSINGS DESCRIBED ABOVE, ONE FULL I LJ z THE OTHER PIPELINE. ALTERNATIVELY, AT SUCH CROSSINGS, THE PIPES SHALL BE ' ARRANGED SO THAT ALL WATER MAIN JOINTS ARE AT LEAST THREE FEET FROM Ou�7w ALL JOINTS IN VACUUM -TYPE SANITARY SEWERS, OR PIPELINES CONVEYING RECLAIMED WATER REGULATED UNDER PART Ill OF CHAPTER 62-610, F.A.C„ AND AT LEAST SIX FEET 0. 2 2 U C1) UNDER PART /// OF CHAPTER 62-610. LCOOZZ l0.) SANITARY SEWER MANHOLES SHALL BE PRECAST CONSTRUCTION 1N ACCORDANCE WITH ASTM C-478 SPECS, WITH PREFORMED FLEXIBLE JOINT SEAL, RAMNECK OR EQUAL, MIN. WALL THICKNESS SHALL O Ca O t- F- -Www1nv) TO HAVE TWO COATS KOPPERS BITUMASTIC BLACK SOLUTION, OR APPROVED EQUAL, APPLIED AT THE W m CC 1j) SL) /0 SANITARY SEWER MANHOLES FRAMES AND COVERS SHALL BE GRAY CAST IRON, CONFORMING TO ASTM LE DISIGNATION A-48, CLASS 3O AND BE U.S. FOUNDARY MODEL 420-C OR APPROVED EQUAL, 123 ALL PIPES SHALL BE LAID ON A FIRM FOUNDATION WITH ALL UNSUITABLE MATERIAL (MUCK, ROCK, COQUINA, ETC.) REMOVED AND REPLACED WITH CLEAN GRANULAR MATERIAL, LE 133 TRENCHES SHALL BE BACK FILLED WITH CLEAN GRANULAR MATERIAL IN MAX. I' LIFTS WITH A MINIMUM COMPACTION OF 98 PERCENT (AASHTO-TI80) IN PAVED AREAS AND 90 PERCENT IN UNPAVED AREAS. Luwww PROVIDED AT POINTS I FOOT ABOVE THE PIPE AND AT I FOOT VERTICAL INTERVALS TO FINISH GRADE, AT A MINIMUM SPACING OF EVERY 300 FEET, AND TO FURNISH COPIES OF THE REPORTS TO THE ENGINEERING DEPARTMENT. l5.) PRIOR TO PLACING IN SERVICE, MANHOLES SHALL BE INSPECTED L L L L CU 16.) ALL FLEXIBLE PIPE SHALL BE TESTED FOR DEFLECTION LL CC L E LL CL LEAST 30 DAYS TO PERMIT STABILIZATION. (/) REQUIREMENTS FOR TESTING ARE; l) NO PIPE SHALL EXCEED A DEFLECTION OF 57. � Cn w w w w DIAMETER OR AVERAGE INSIDE DIAMETER OF THE PIPE, LU "S, h 3) TEST IS PERFORMED WITHOUT MECHANICAL PULLING DEVICES. 17.) OVERALL SYSTEM LEAKAGE SHALL NOT EXCEED 200 GALLONS PER INCH OF PIPE PER MILE PER DAY. THE CONTRACTOR SHALL ❑ N MINIMUM POSITIVE HEAD OF (2) FEET. OR PROPOSED GRAVITY - OR PRESSURE - TYPE SANITARY SEWER, WASTEWATER FORCE MAIN, OR PIPELINE CONVEYING RECLAIMED WATER NOT REGULATED UNDER PART /Il OF CHAPTER 62-610, F.A.C. THE MINIMUM HORIZONTAL SEPARATION DISTANCE BETWEEN WATER MAINS AND GRAVITY- TYPE SANITARY SEWERS SHALL BE REDUCED TO THREE FEET WHERE THE BOTTOM OF THE WATER MAIN IS LAID AT LEAST SIX INCHES ABOVE THE TOP OF THE SEWER. NEW OR RELOCATED, UNDERGROUND WATER MAINS CROSSING ANY EXISTING OR PROPOSED GRAVITY- OR VACUUM - TYPE SANITARY SEWER SHALL BE LAID SO THE OUTSIDE OF THE WATER MAIN IS AT C LEAST SIX INCHES, AND PREFERABLY 12 INCHES. ABOVE OR AT LEAST 12 INCHES BELOW THE OUTSIDE OF THE OTHER PIPELINE. HOWEVER, IT IS PREFERABLE. TO LAY THE WATER MAIN ABOVE THE OTHER PIPELINE. NEW OR RELOCATED, UNDERGROUND WATER MAINSCROSSING ANY EXISTING OR PROPOSED PRESSURE-TYPE ILL SANITARY SEWER, WASTEWATER OR STORMWATER FORCE MAIN, OR PIPELINE I CONVEYING RECLAIMED WATER SHALL BE LAID SO THE OUTSIDE OF THE WATER MAIN IS AT LEAST 12 INCHES ABOVE OR BELOW THE OUTSIDE OF THE OTHER PIPELINE. HOWEVER, IT IS PREFERABLE TO LAY THE WATER MAIN ABOVE THE OUTSIDE OF THE OTHER PIPELINE. AT THE UTILITY CROSSINGS DESCRIBED ABOVE, ONE FULL LENGTH OF WATER MAIN PIPE SHALL BE CENTERED ABOVE OR BELOW THE OTHER LJ PIPELINE SO THE WATER MAIN JOINTS WILL BE AS FAR AS POSSIBLE FROM THE OTHER PIPELINE. ALTERNATIVELY, AT SUCH CROSSINGS, THE PIPES SHALL BE ARRANGED SO THAT ALL WATER MAIN JOINTS ARE AT LEAST THREE FEET FROM ALL JOINTS IN VACUUM -TYPE SANITARY SEWERS, OR PIPELINES CONVEYING RECLAIMED WATER REGULATED UNDER PART Ill OF CHAPTER 62-610, F.A.C„ AND AT LEAST SIX FEET FROM ALL JOINTS IN GRAVITY- OR PRESSURE - TYPE SANITARY SEWERS, WASTEWATER FORCE MAINS, OR PIPELINES CONVEYING RECLAIMED WATER NOT REGULATED UNDER PART /// OF CHAPTER 62-610. l0.) SANITARY SEWER MANHOLES SHALL BE PRECAST CONSTRUCTION 1N ACCORDANCE WITH ASTM C-478 SPECS, WITH PREFORMED FLEXIBLE JOINT SEAL, RAMNECK OR EQUAL, MIN. WALL THICKNESS SHALL BE 8'. INTERIOR SURFACES TO HAVE TWO COTS OF KOPPERS BITUMASTIC 300M OR APPROVED EQUAL APPLIED AT THE RATE OFI20 SgFt. PER GALLON PER COAT MINIMUM, EXTERIOR SURFACES TO HAVE TWO COATS KOPPERS BITUMASTIC BLACK SOLUTION, OR APPROVED EQUAL, APPLIED AT THE RATE OF 375 Sg.Ft. PER GALLON PER COAT. SURFACE PREP & PAINT APPLICATION TO COMPLY WITH MANUFACTURERS RECOMMENDATION. /0 SANITARY SEWER MANHOLES FRAMES AND COVERS SHALL BE GRAY CAST IRON, CONFORMING TO ASTM DISIGNATION A-48, CLASS 3O AND BE U.S. FOUNDARY MODEL 420-C OR APPROVED EQUAL, 123 ALL PIPES SHALL BE LAID ON A FIRM FOUNDATION WITH ALL UNSUITABLE MATERIAL (MUCK, ROCK, COQUINA, ETC.) REMOVED AND REPLACED WITH CLEAN GRANULAR MATERIAL, 133 TRENCHES SHALL BE BACK FILLED WITH CLEAN GRANULAR MATERIAL IN MAX. I' LIFTS WITH A MINIMUM COMPACTION OF 98 PERCENT (AASHTO-TI80) IN PAVED AREAS AND 90 PERCENT IN UNPAVED AREAS. 14.) IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO ENSURE THAT TRENCH COMPACTION TESTS BE PROVIDED AT POINTS I FOOT ABOVE THE PIPE AND AT I FOOT VERTICAL INTERVALS TO FINISH GRADE, AT A MINIMUM SPACING OF EVERY 300 FEET, AND TO FURNISH COPIES OF THE REPORTS TO THE ENGINEERING DEPARTMENT. l5.) PRIOR TO PLACING IN SERVICE, MANHOLES SHALL BE INSPECTED AND TESTED FOR WATER TIGHTNESS OR DAMAGE. AIR TESTING SHALL CONFORM TO THE PROCEDURES DESCRIBED IN ASTM C-1244. 16.) ALL FLEXIBLE PIPE SHALL BE TESTED FOR DEFLECTION AFTER THE FINAL BACKFILL HAS BEEN IN PLACE FOR AT LEAST 30 DAYS TO PERMIT STABILIZATION. REQUIREMENTS FOR TESTING ARE; l) NO PIPE SHALL EXCEED A DEFLECTION OF 57. 2) USING A RIGID BALL OR MANDREL FOR THE TEST WITH A DIAMETER OF NOT LESS THAN 957 OF THE BASE INSIDE DIAMETER OR AVERAGE INSIDE DIAMETER OF THE PIPE, DEPENDING ON WHICH IS SPECIFIED IN THE ASTM SPECIFICATION, INCLUDING THE APPENDIX, TO WHICH THE PIPE IS MANUFACTURED, 3) TEST IS PERFORMED WITHOUT MECHANICAL PULLING DEVICES. 17.) OVERALL SYSTEM LEAKAGE SHALL NOT EXCEED 200 GALLONS PER INCH OF PIPE PER MILE PER DAY. THE CONTRACTOR SHALL PERFORM INFILTRATION OR EXFILTRATION LEAKAGE TEST WITH A MINIMUM POSITIVE HEAD OF (2) FEET. l8,) PRESSURE TEST FORCE MAINS TO 150 PSI. 19.) ALL SEWER CONSTRUCTION SHALL CONFORM TO THE LATEST EDITION OF THE COUNTY'S SPECIFICATIONS. 20.3 UTILITIES NEED TO BE LOCATED AND NOTIFIED PRIOR TO CONSTRUCTION, PROVIDE A 2 DAY NOTICE TO ALL UTILITES INVOLVED AND ALLOW THEM TO SCHEDULE A REPRESENTATIVE TO BE ON SITE AT THE TIME OF ANY INSTALLATION IN THE VICINITY OF THEIR UTILITIES. 2/9/2017 9:58:58 AM IW: \ DC\ETS Auto \uti111yp1cn07.dgn J w CD O u ENGINEERED PERMITS, INC. 311 SOUTH WOODLAND BIND. SUITE A DELAND,FL32720 PHONE. 386-734-0830 FAX: 386-734-6226 CERT NO 2.6298 EMAIL: epigepieng.net SHEET No, 6 OF 15 SCOPE: Supply one complete H-20 GP Pre -Fab Lift Station, per design. Pumps shall be capable of grinding and pumping domestic & commercial sewage. Complete system shall be supplied by: & Company, Inc. Sanford, FL 32773 (Ph. 407-265-9963) NO SUBSTITUTIONS - NO ALTERNASS S TES L. ...... The H-20 Load Rated Fiberglass Wetwell Shall Be Manufactured By: Manufacturing, Giddings, Texas, which includes a written 20 Yr. warranty. After the H-20 load rated wetwell has been installed, the ASTM Certification Number and Serial Tracking Number must be visible. PUMPS: The submersible pumps shall be manufactured by HOMA. The pumps shall be installed in the H-20 GP FRP wetwell utilizing a dual slide rail system. The submersible pumps shall be capable of grinding solids and pumping through the Sch.80 PVC discharge piping. Oil filled motors are not considered equal to air filled motors and therefore will not be considered an equal to the ROMA PUMPS. Stator winding shall be open type with Class F insulation and shall be heat - shrink fitted into the stator housing. The use of pins, bolts, or other fastening devices is not acceptable. A heat sensor theromstat shall be attached to the top end of the motor winding and shall be connected in series with the magnetic contactor coil in the control panel to stop motor if winding temperature exceeds 140 C., but shall automatically reset when the winding temperature returns to normal. Two heat sensor thermostats shall be used on three phase motors. The pump motor grinder shaft shag be AISI 430F SS threaded to take the pump impeller and the grinder impeller. Upper & lower mechanical seals shall be Silicon Carbide vs Silicon Carbide. DUPLEX CONTROL PANEL: Control panel shall be assembled and built by a TUV (UL508A CERTIFIED) manufacturing facility. The Enclosure shall be NEMA 4, minimum 30" high x 30" wide x 10" deep fiberglass with padlockable draw latches. The enclosure shall have external mounting feet to allow for wall mounting. All hardware shall be stainless steel. All conduit penetrations shall have approved seal off fittings and shall be properly sealed to prevent wetwell gases from entering enclosure. The following components shag be mounted through the enclosure: I- ea. Red Alarm Beacon (Light) 1- ea. Alarm Horn I- ea. Generator Receptacle wl weatherproof cover I- ea. Alarm Silence Pushbutton The backpanel shall be fabricated from. 125, 5052-H32 marine alloy aluminum. All components shall be mounted by machined stainless steel screws. The following components shall be mounted to backpanel: 2- ea. Motor Contactors 1- ea. Volt Monitor (Single Phase) Phase Monitor (Three Phase) 1- ea. Control Transformer (480 Volt Only) I- ea. Silence Relay 1- ea. Duplex Alternator 1- ea. Model BOA C5AH Battery Back-up wl Smart Charger 20- ea. Terminals For Field Connections 6- ea. Terminals For Motor Connections (Single Phase Only) 3- ea. Grounding Lugs The innerdoor shall be fabricated from .080, 5052-1432 marine alloy aluminum. The innerdoor shall have a continuous aluminum piano hinge. The following components shall be mounted through the innerdoor. 1- ea. Main Circuit Breaker 1- ea. Emergency Circuit Breaker I- ea. Mechanical Interlock For Emergency And Main Breakers 2- ea. Short Circuit Protectors 1- ea. Control Circuit Breaker 1- ea. Hand -Off -Auto Selector Switches 2- ea. Pump Run Pilot Lights I- ea. Power On Pilot Light 2- ea. Elapse Time Meters (Non-Resetable) I- ea. GFI Duplex Convenience Outlet COMPONENT SPECIFICATIONS: All circuit breakers shall be molded thermal magnetic. The mechanical interlock shall prevent the normal and emergency main breakers being energized at the same time. An emergency generator receptacle shall be supplied in accordance with DEP standards. The generator receptacle shall be adequately sized to meet the equipment operating conditions. NEUTRAL TO BE SUPPLIED FOR BOTH 230V3PHASE OR 230V SINGLE PHASE POWER All motor short circuit protection devices must provide for undervoltage release and class 10 overload protection on all three phases. Visable trip indication, test, and reset capability must be provided without opening inner door. Open frame, across the line, contactors shall be rated per IEC standards and properly sized per the motor requirements. Contactors shall provide for safe touch power and control terminals. Lightning Arrestor shall meet or exceed the requirements of ANSI/IEEE Std. C62.21-1984 section 8.6.1. and 8. 7.3 shall be supplied by electrician and mounted on the bottom side of the switch disconnect ahead of the pump control panel. • voltage monitor shall be supplied for single phase service. • phase monitor shall be supplied for (3) phase service. A green pilot light shall be supplied for each motor. The pilot light shall illuminate each time the motor is called to run. Each pump shall have an Elapse Time Meter to record the accumulated run time. The ETM shall be 2" diameter, non-resettable, six digit, totally encapsulated unit A Red pilot light shall be supplied for control power. The pilot light shall illuminate when the control power is available inside the control panel. Relays shall be ice -cube plug in type. Relay contacts shall be rated 10 amp minimum, DPDT. Twenty (20) terminals shall be supplied for field connections. The terminals shall be rated 25 amps minimum. Each motors over -temperature contact shall be connected to the terminal strip and shall open a contact to de -energize the appropriate motor upon a high temperature within the motor. A 15 Amp GF1 duplex receptacle shall be supplied and mounted on the innerdoor. Ground lugs shall be supplied and appropriately sized for each motor and for service entrance. Nameplates for the innerdoor and back panel shall be of a graphic design, specifically depicting the intent for each device. MISCELLANEOUS: All wiring on the backpanel shall be containted within the wiring duct. All wiring between the innerdoor and the backpanel shall be contained with in a plastic spiral wrap. Each wire shall have a wire number at each end to correspond to the as built drawing for field troubleshooting. The control panel shall be assembled by a TUV (UL508A Certified) manufacturing facility. FASTNERS & APPURTANCES: All fasternes, lifting cables, float cable bracket, hinges, and appurtances shall be made of AISI 304SS. A 304SS slidellatch assembly shall be provided for holding the doors open on the wetwell and valve box. Slide rails shall be made of SCH.40 AISI 304SS pipe. Pump lifting cables shall be made of AISI 304 SS. Pump lifting bales shall be made of AISI 304 SS. H-20 LOAD RATED WETWELL WITH LIFTING LUGS: The fiberglass wetwell must be H-20 load rated with integral lifting_ lugs, fiberglass slope in bottom of wetwell and valve box. Certification of the H-20 load ratingust be supplied at the time of submittals to Engineer. The wetwell shall be manufactured of fiberglass reinforced poi rester (FRP) of depth and diameter as shown on the lift station elevation detail. The wall thickness shall be adequate for the depth of the wetwell to maintain the H-20 LOAD RATING. EXECUTION: Installation shall be in strict accordance with the manufacturer's recommendations in the locations shown on the drawing._ 4" SWEET -AIR VENT INSPECTION & TESTING: A factory representative shall be provide for a one (1) time start-up and shall have complete knowledge of the proper operation w/ CHARCOAL FILTER and maintenance of complete system, 2-3 (2") FIELD INSTALLED KNOCKOUTS FOR ELECTRICAL CONDUITS LIFT S TA TION WILL BE PRIVA TEL Y OWNED AND MAINTAINED. CONSTRUCT & INSTALL SIGN PER SEC. 22.5.2 OF THE UTILITIES MANUAL 1 3619 11/411 --PRIVATE ALL LETTERS 2" IN HEIGHT SPACING BETWEEN PUMP STATION 24 w/ 3/4 —XXXXXXXX ROWS —(000) 000-0000 1 1/2" BORDER 1 36 1 01 11/4 FINISH GRADE PUMP DA TA PRIMARY PUMP 0 _CAPACITY PRIMARY TDH 82 'TDH PUMP. MANUFACTURER A. PUMP MODEL # TBD R.P.M. 3450 HORSEPOWER 2.1 ELECTRICAL/ VOLTS /PHASE -rBD PUMP DISCHARGE SIZE 1.25 SOLIDS HANDLING ...... . ... winder U) TOP OF WETWELL 55.00 INLET INVERT 50.30 HIGH LEVEL ALARM ALUMINUM ACCESS HATCH 2nd PUMP ON 50.00 1st PUMP ON & LOCKABLE COVER n 47.50 BOTTOM OF WETWELL 7 4-5.06 1 WETWELL DIAMETER 36" 91 0 o3 CONCRETE /CDR VALVE BOX (LOCKABLE) S.S. HINGES FIBERGLASS WETWELL EMERGENCY PUMP -OUT Uj H-20 LOAD RATED T 0-60 PSI PRESSURE GAUGE U lLj 0 Uj Uj co 0 0 0 U SWITCH co cc 0-- a - Q 0 VENT L U LLI w/ carbon 0 ifilter --- E PVC DISCHARGE 0- LLJ ... LU i10 NOTE: PUMP CONTROL PANEL SHALL BE LOCATED 3 FEET FROM WETWELL PERIMETER cr AT "All A LIFT STAT I ON P"Lo A N 4" SWEET -AIR VENT INSPECTION & TESTING: A factory representative shall be provide for a one (1) time start-up and shall have complete knowledge of the proper operation w/ CHARCOAL FILTER and maintenance of complete system, 2-3 (2") FIELD INSTALLED KNOCKOUTS FOR ELECTRICAL CONDUITS LIFT S TA TION WILL BE PRIVA TEL Y OWNED AND MAINTAINED. CONSTRUCT & INSTALL SIGN PER SEC. 22.5.2 OF THE UTILITIES MANUAL 1 3619 11/411 --PRIVATE ALL LETTERS 2" IN HEIGHT SPACING BETWEEN PUMP STATION 24 w/ 3/4 —XXXXXXXX ROWS —(000) 000-0000 1 1/2" BORDER 1 36 1 01 11/4 FINISH GRADE PUMP DA TA PRIMARY PUMP 24 GPM _CAPACITY PRIMARY TDH 82 'TDH PUMP. MANUFACTURER A. PUMP MODEL # TBD R.P.M. 3450 HORSEPOWER 2.1 ELECTRICAL/ VOLTS /PHASE -rBD PUMP DISCHARGE SIZE 1.25 SOLIDS HANDLING ...... . ... winder ELEVA TIONS TOP OF WETWELL 55.00 INLET INVERT 50.30 HIGH LEVEL ALARM 50.30 2nd PUMP ON 50.00 1st PUMP ON 49.00 — ----------- PUMPS OFF 47.50 BOTTOM OF WETWELL 7 4-5.06 1 WETWELL DIAMETER 36" * ELECTRICIAN NOTES: INTEGRAL LIFTING LUGS Wl FERNCO BOOT - CAST -IRON HUB 6" INLET FIELD INSTALLED FIBERGLASS COMPOSITE I CDR Y�VE BOX x30" x 36" DEEP) 99goam 9-734W.101 SS LIFTING CABLE 36" INTEGRAL FIBERGLASS SLOPE —/, WIRE f1j PBEUSURE CONMOL `VVJTWI- PANEL- 1811 Puml'-Our —� ©ALL E VALVE VALVE 2' MIN. I CAST-IRON FLANGED 2" PVC DRAIN PLUG VALVE W/ FLAPPER VALVE CAST-IRON FLANGED CHECK VALVE 4 " SCH.80 PVC SLIDE RAILS(I") SCH.40AISI 304SS PIPE PUMP DISCHARGE SEALING FLANGE CONCRETE GROUT AS REQ'D BY ENGINEER TO PREVENT FLOTATION 2.00 YD.3 L\ MAKE MONOLITHIC POUR -A WITH BOTTOM SLAB Lit ELECTRICAL DESIGN VERIFICATION BY CONTRACTOR BEFORE ORDERING PUMPS, SUBMIT SHOP DRAWINGS TO ENGINEER FOR APPROVAL 1. DRAWING NOT TO SCALE 2. ALL ELECTRICAL WORK SHALL BE IN ACCORDANCE WITH LOCAL CODES 3. ELECTRICIAN SHALL SEAL OFF CONDUIT RUNS 4. ELECTRICIAN TO MOUNT LIGHTNING ARRESTOR AT SWITCH DISCONNECT 5. CONTRACTOR SHALL VERIFY POWER SOURCE PRIOR TO ORDERING EQUIPMENT 6. ELECTRICIAN TO PULL NEUTRAL FOR 230V-3 PHASE OR 230V -SINGLE PHASE POWER RILEY & CO. I H-20 GP 05-16-08 BASIN ANTI -FLOTATION FLANGE 121, RX" I NJ PH � I SWITCH DISCONNECT CONTROL PANEL - GENERATOR RECEPTOR MODEL A3042 (O.A.E.) GALVANIZED UNISTRUT W10161117—ITI–N ELECTRIC METER OR PULL POWER FROM BUILDING 2" GALVANIZED CAPS (THREADED) LIGHTNING ARRESTOR FIELD MOUNTED 0 BY ELECTRICIAN G 15 CD 00 SLEEVE REQUIRED - C:) Z -2" RIGID GALV. POSTS Cf) F -- LU < 0 LU —1 f-� cD LIJ LU LU EPI 6H ENGINEERED PERMITS, INC. 311 SOUTH WOODLAND UIVD. SUITE A DELAND, FL 32720 PHONE: 386-734.0830 FAX: 386-734-8226 CERT NO, 26298 EMAIL: epi@epieng,net 2- SEAL -OFFS (2") BY ELECTRICIAN 3/4" HOSE BIBB LO FLOAT SWITCHES (2" CONDUIT) 3/4"GALV. RISER PUMP POWER CABLES (2" CONDUIT) 15 CD 00 SLEEVE REQUIRED - LIJ -2" RIGID GALV. POSTS Cf) F -- LU 0 TO WATER SUPPLY og CONCRETE AROUND POSTS f-� cD LIJ (D cc - EPI ENGINEERED PERMITS, INC. 311 SOUTH WOODLAND UIVD. SUITE A DELAND, FL 32720 PHONE: 386-734.0830 FAX: 386-734-8226 CERT NO, 26298 EMAIL: epi@epieng,net 2- SEAL -OFFS (2") BY ELECTRICIAN 3/4" HOSE BIBB LO FLOAT SWITCHES (2" CONDUIT) 3/4"GALV. RISER PUMP POWER CABLES (2" CONDUIT) 15 00 SLEEVE REQUIRED - -2" RIGID GALV. POSTS TO WATER SUPPLY og CONCRETE AROUND POSTS GROUND NOTE: 12" DIA. x 24" DEEP ROD 11 REDUCED PRESSURE (RPZ) BACKFLOW PREVENTER TO SERVICE LOCATION TO BE INSTALLED IN WATER SUPPLY LINE TO (VERIFY w/ POWER CO.) LIFT STATION "FEBCO WATTS" (OAE) 91 0 o3 Lil i < T U lLj 21912017 9:59:17 AM U:\EDC\[---TS Auto \utflUyp1on07.dgn SHEET NO, 7 OF 15 ?A Ca 4L 0 LI�1 fS Q.P I ARIA_ I I I I I E I I I I awalk I I I I GLIttOr I Crete I OPTIONAL POST POSITIONS PRINCIPLE POST POSITION (CANTED 20° TOWARD FLOW) SECTION FILTER FABRIC T FLOW POST (OPTIONS: 2" X 4" 2 1 /2"MIN. DIA. WOOD; STEEI 1.33 LBS/FF. MIN,) " TSR FABRIC SIL-( FENCE ELEVATION Wood Uti Pole REFERENCE I Guy Andior0 5 _ 20 Feet (LosG Road Right -of -Way) HARD SURFACE PUBLIC ROAD Wood Utility �4 Pole Fred, 1/�" Rebar 6," MIN. (No Icloantific:ation) 6' Chain Link Fence 15N•S.A. R-2(1.5"– 3.5") 0A, COARSE AGGREGATE NOTE: FC = 3000 P.,I. (28 DAY GEOTEXTILE UNDERLINER fx�lrac.,rt tp �dalkw ay EROSION (� SE=DIMENT CONTROL_ NOTE= 1 • ALL CONSTRUCTION ACTIVITIES SHALL INCORPORATE BEST MANAGEMENT PRACTICES (BMP'S) TO CONTROL . EROSION, SEDIMENTATION, AND THE POTENTIAL FOR DOWNSTREAM WATER QUALITY DEGRADATION. 2. CONTRACTOR SHALL MINIMIZE DISTURBANCE OF EXISTING VEGETATION, (PARTICULARLY AROUND THE PROJECT PERIMETER) AND ADJACENT EXISTING DRAINAGE PATTERNS TO THE MAXIMUM EXTENT PRACTICAL DURING THE CONSTRUCTION PROCESS. 3. SILT FENCES AND TURBIDITY BARRIERS SHALL BE INSTALLED ON SITE AND APPROVED BY THE CITY PRIOR TO CONSTRUCTION, AND SHALL BE INSPECTED WEEKLY BY THE CONTRACTOR AND CORRECTIVE ACTION TAKEN AS NECESSARY. 4. S-IORMWATER RETENTION, DETENTION, SFORAGE AND CONVEYANCE SYSTEMS MUSE BE EXCAVATED T'0 ROUGH GRADE PRIOR TO BUILDING CONSTRUCTION OR PLACEMENT OF IMPERVIOUS SURFACE WITHIN THE AREA SERVED BY THOSE SYSTEMS. ADEQUATE MEASURES MUST BE TAKEN -TO PREVENT SILTATION OF 'Ff-IESE TREATMENT SYSTEMS AND CONTROL STRUCTURES DURING CONSTRUCTION. SILTATION MUST BE REMOVED FROM TETE STORMWATER SYSTEM WHEN HALF FULL AND IMMEDIATELY PRIOR TO FINAL GRADING AND GRASSING OF THE PROJECT. 5. CONTRACTOR SHALL SOD ALL SWALES AND STORMWATER FACILITIES IN ACCORDANCE WITH TEMPORARY BMP'S WITHIN 14 DAYS AFTER CONSTRUCTION. THIS IS REQUIRED TO STABILIZE THE SLOPES AND MINIMIZE EROSION. 6. DURING ALL CONSTRUCTION OF THE PERMITTED SYSTEM INCLUDING STABILIZATION AND REVEGETATION OF DISTURBED SURFACES, CONTRACTOR IS RESPONSIBLE FOR THE SELECTION, IMPLEMENTATION, AND OPERATION OF ALL EROSION AND SEDIMENT CONTROL MEASURES REQUIRED TO RETAIN ALL SEDIMENT ONSITE AND PREVENT VIOLATIONS OF THE WATER QUALITY STANDARDS IN ACCORDANCE WITH THE FLORIDA ADMINISTRATIVE CODE AND PROJECT PERMIT REQUIREMENTS. 7. THE CONTRACTOR SHALL CONSTRUCT AND MAINTAIN A PROTECTIVE COVER (VEGETATIVE OR SUITABLE ALTERNATIVE) FOR EROSION AND SEDIMENT CONTROL ON ALL LAND SURFACES EXPOSED OR DISTURBED BY CONSTRUCTION OF TETE PERMITTED PROJECT, UNLESS MODIFIED BY ANOTHER CONDITION OF THE PERMIT OR OTHERWISE SPECIFIED ON A DISTRICT APPROVED EROSION AND SEDIMENT CONTROL PLAN. THE PROTECTIVE COVER MUST BE INSTALLED WITHIN FOURTEEN (14) DAYS AFTER FINAL GRADING OF THE AFFECTED LAND SURFACE. A PERMANENT VELETATIVE COVER MUST BE ESTABLISHED WITHIN 60 DAYS OF ITS INSTALLATION. THE PERMITTEE'S REQUIREMENT TO MAINTAIN COVER ON OFFSITE AND ONSITE SURFACES SHALL- NOT BE COMPLETE UNTIL AFTER THE WATER MANAGEMENT DISTRICT RECEIVES THE PERMITTEE'S STATEMENT OF COMPLIANCE. S. AT A MINIMUM, SILT FENCES AND TURBIDITY BARRIERS SHALL BE INSTALLED PER PLAN, ADDITIONAL BMP / MEASURES MUST BE TAKEN TO MINIMIZE IMPACTS OF RECEIVING WATERS SUCH AS THE USE OF APPROVED BARRIERS AT INLETS, ADDITIONAL SILT FENCING, SOIL ANTI—TRACKING DEVICES AND SODDING. 9. IF SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN THE PROJECT LIMITS IN COMPLIANCE: WITH ALL JURISDICTIONAL PERMIT AND CITY REQUIREMENTS. 10, ANY TIME THE CONTRACTOR NEEDS TO SUBMIT A NOTICE OF INTENT TO USE A GENERAL PERMIT FOR STORMWATER DISCHARGE FROM LARGE AND SMALL CONSTRUCTION ACTIVITIES, A COPY OF THE PERMIT SHALL ALSO BE SUBMITTED TO THE CITY OF NEWBERRY'S UTILITIES DEPARTMENT. THE CONTRACTOR SHALL AS A MINIMUM PREPARE AND IMPLEMENT AN EROSION AND SEDIMENT ON ROL '� PLAN IN ACCORDANCE WITH FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION (FDEP) GUIDELINES. 1' 12. DEWATERING ACTIVITIES SHALL BE APPROVED BY THE UTILITIES DEPARTMENT BEFORE DISCHARGING INTO T�r,;r, . `�` THE CITY'S MS4 SYSTEM (ST -1A NOTE 3). CRUSHED STONE CONSTRUCTION EXIT 2' Gurb cap e., PROJECT Type I I I Silt Fence Existing ground, shall be sodded. Lass Toad Right -of -Way T ype I I I SI It F ence Protection Around Ditch Bottorrl I nlel_s. Do riot deploy in a manner that silt fences will act as a dam across permanent flowing watercourses. Silt fences are to be used at upland locations and turbidity barriers used at permanent bodies of water. F.D.O.T. SILT FENCE APPLICATION N.T.S. CONTRACTOR IS RESPONSIBLE TO MAINTAIN CONSTRUCTION DRIVE DURING THE FULL DURATION OF THE PROJECT/ OR UNTIL CONCRETE PAVEMENT IS CONSTRUCTED CONTRACTOR WILL BE RESPONSIBLE FOR ALL CLEAN UP OF ROADWAY DURING THEIR CONSTRUCTION ACTIVITIES NOTE: 1. AN INSPECTOR, CERTIFIED BY THE STATE OF FLORIDA OR EXPERIENCED IN THE INSTALLATION AND MAINTENANCE OF EROSION CONTROLS, IS REQUIRED TO INSPECT THE EROSION AND SEDIMENTATION CONTROL MEASURES AS SHOWN ON THE APPROVED STORMWATER POLLUTION PREVENTION PLAN. INSPECTION REPORTS ARE TO BE COMPLETED ON THE CITY OF SANFORD'S FORM ONCE EVERY WEEK AND AFTER EVERY RAINFALL EVENT OF 0.50" OR MORE DURING THE CONSTRUCTION PHASE. THESE REPORTS SHALL BE MADE AVAILABLE TO THE CITY AT ANY TIME AND COPIES OF ALL OF THE INSPECTIONS SHALL BE SUBMITTED TO THE CITY PRIOR TO THE ISSUANCE OF A CERTIFICATION OF COMPLETION OR OCCUPANCY. 2. IN ADDITION TO THE CITY'S PERMITS, ALL OTHER APPLICABLE PERMITS SUCH AS SJRWMD, SEMINOLE COUNTY, FDEP, FDOT, ETC, ARE REQUIRED TO BE KEPT ON THE SITE AT ALL TIMES DURING CONSTRUCTION. 3. CALL SUNSHINE AT 811 FOR ALL UTILITY LOCATES PRIOR TO ANY CONSTRUCTION Silt Flow Note- Spacing for Type I I I Ferice to be in accordance with Chart I, Sheet 1 of 3 and ditch installations at drainage structures Sheet 2 of 3. hype I I I Silt Fence ANCHOR SYNTHETIC [SALES WITH 2 — 2" X 2" X 4' STAKES PER [SALE. DITCH �( DITCH =1 DITCH BOTTOM INLET - INLET GRADE n ---FILTER FABRIC EROSION CON l=SOL SUCK 7/.9/2017 9.59:x{7 AM M: � DCBE lS Auty �,swppp07.dgn INLET STRUCTURE M �i � I m I ~ Q z 0 I— a Lu n co W O 0 c is 21 C L1J Z U W Lu CD C) 1� J J Ck- � O w ry-n CD cry O Q c/D LU SHEET NO. I _ W 'cam cz% G 7 z i z ;n L SIL-( FENCE ELEVATION Wood Uti Pole REFERENCE I Guy Andior0 5 _ 20 Feet (LosG Road Right -of -Way) HARD SURFACE PUBLIC ROAD Wood Utility �4 Pole Fred, 1/�" Rebar 6," MIN. (No Icloantific:ation) 6' Chain Link Fence 15N•S.A. R-2(1.5"– 3.5") 0A, COARSE AGGREGATE NOTE: FC = 3000 P.,I. (28 DAY GEOTEXTILE UNDERLINER fx�lrac.,rt tp �dalkw ay EROSION (� SE=DIMENT CONTROL_ NOTE= 1 • ALL CONSTRUCTION ACTIVITIES SHALL INCORPORATE BEST MANAGEMENT PRACTICES (BMP'S) TO CONTROL . EROSION, SEDIMENTATION, AND THE POTENTIAL FOR DOWNSTREAM WATER QUALITY DEGRADATION. 2. CONTRACTOR SHALL MINIMIZE DISTURBANCE OF EXISTING VEGETATION, (PARTICULARLY AROUND THE PROJECT PERIMETER) AND ADJACENT EXISTING DRAINAGE PATTERNS TO THE MAXIMUM EXTENT PRACTICAL DURING THE CONSTRUCTION PROCESS. 3. SILT FENCES AND TURBIDITY BARRIERS SHALL BE INSTALLED ON SITE AND APPROVED BY THE CITY PRIOR TO CONSTRUCTION, AND SHALL BE INSPECTED WEEKLY BY THE CONTRACTOR AND CORRECTIVE ACTION TAKEN AS NECESSARY. 4. S-IORMWATER RETENTION, DETENTION, SFORAGE AND CONVEYANCE SYSTEMS MUSE BE EXCAVATED T'0 ROUGH GRADE PRIOR TO BUILDING CONSTRUCTION OR PLACEMENT OF IMPERVIOUS SURFACE WITHIN THE AREA SERVED BY THOSE SYSTEMS. ADEQUATE MEASURES MUST BE TAKEN -TO PREVENT SILTATION OF 'Ff-IESE TREATMENT SYSTEMS AND CONTROL STRUCTURES DURING CONSTRUCTION. SILTATION MUST BE REMOVED FROM TETE STORMWATER SYSTEM WHEN HALF FULL AND IMMEDIATELY PRIOR TO FINAL GRADING AND GRASSING OF THE PROJECT. 5. CONTRACTOR SHALL SOD ALL SWALES AND STORMWATER FACILITIES IN ACCORDANCE WITH TEMPORARY BMP'S WITHIN 14 DAYS AFTER CONSTRUCTION. THIS IS REQUIRED TO STABILIZE THE SLOPES AND MINIMIZE EROSION. 6. DURING ALL CONSTRUCTION OF THE PERMITTED SYSTEM INCLUDING STABILIZATION AND REVEGETATION OF DISTURBED SURFACES, CONTRACTOR IS RESPONSIBLE FOR THE SELECTION, IMPLEMENTATION, AND OPERATION OF ALL EROSION AND SEDIMENT CONTROL MEASURES REQUIRED TO RETAIN ALL SEDIMENT ONSITE AND PREVENT VIOLATIONS OF THE WATER QUALITY STANDARDS IN ACCORDANCE WITH THE FLORIDA ADMINISTRATIVE CODE AND PROJECT PERMIT REQUIREMENTS. 7. THE CONTRACTOR SHALL CONSTRUCT AND MAINTAIN A PROTECTIVE COVER (VEGETATIVE OR SUITABLE ALTERNATIVE) FOR EROSION AND SEDIMENT CONTROL ON ALL LAND SURFACES EXPOSED OR DISTURBED BY CONSTRUCTION OF TETE PERMITTED PROJECT, UNLESS MODIFIED BY ANOTHER CONDITION OF THE PERMIT OR OTHERWISE SPECIFIED ON A DISTRICT APPROVED EROSION AND SEDIMENT CONTROL PLAN. THE PROTECTIVE COVER MUST BE INSTALLED WITHIN FOURTEEN (14) DAYS AFTER FINAL GRADING OF THE AFFECTED LAND SURFACE. A PERMANENT VELETATIVE COVER MUST BE ESTABLISHED WITHIN 60 DAYS OF ITS INSTALLATION. THE PERMITTEE'S REQUIREMENT TO MAINTAIN COVER ON OFFSITE AND ONSITE SURFACES SHALL- NOT BE COMPLETE UNTIL AFTER THE WATER MANAGEMENT DISTRICT RECEIVES THE PERMITTEE'S STATEMENT OF COMPLIANCE. S. AT A MINIMUM, SILT FENCES AND TURBIDITY BARRIERS SHALL BE INSTALLED PER PLAN, ADDITIONAL BMP / MEASURES MUST BE TAKEN TO MINIMIZE IMPACTS OF RECEIVING WATERS SUCH AS THE USE OF APPROVED BARRIERS AT INLETS, ADDITIONAL SILT FENCING, SOIL ANTI—TRACKING DEVICES AND SODDING. 9. IF SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN THE PROJECT LIMITS IN COMPLIANCE: WITH ALL JURISDICTIONAL PERMIT AND CITY REQUIREMENTS. 10, ANY TIME THE CONTRACTOR NEEDS TO SUBMIT A NOTICE OF INTENT TO USE A GENERAL PERMIT FOR STORMWATER DISCHARGE FROM LARGE AND SMALL CONSTRUCTION ACTIVITIES, A COPY OF THE PERMIT SHALL ALSO BE SUBMITTED TO THE CITY OF NEWBERRY'S UTILITIES DEPARTMENT. THE CONTRACTOR SHALL AS A MINIMUM PREPARE AND IMPLEMENT AN EROSION AND SEDIMENT ON ROL '� PLAN IN ACCORDANCE WITH FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION (FDEP) GUIDELINES. 1' 12. DEWATERING ACTIVITIES SHALL BE APPROVED BY THE UTILITIES DEPARTMENT BEFORE DISCHARGING INTO T�r,;r, . `�` THE CITY'S MS4 SYSTEM (ST -1A NOTE 3). CRUSHED STONE CONSTRUCTION EXIT 2' Gurb cap e., PROJECT Type I I I Silt Fence Existing ground, shall be sodded. Lass Toad Right -of -Way T ype I I I SI It F ence Protection Around Ditch Bottorrl I nlel_s. Do riot deploy in a manner that silt fences will act as a dam across permanent flowing watercourses. Silt fences are to be used at upland locations and turbidity barriers used at permanent bodies of water. F.D.O.T. SILT FENCE APPLICATION N.T.S. CONTRACTOR IS RESPONSIBLE TO MAINTAIN CONSTRUCTION DRIVE DURING THE FULL DURATION OF THE PROJECT/ OR UNTIL CONCRETE PAVEMENT IS CONSTRUCTED CONTRACTOR WILL BE RESPONSIBLE FOR ALL CLEAN UP OF ROADWAY DURING THEIR CONSTRUCTION ACTIVITIES NOTE: 1. AN INSPECTOR, CERTIFIED BY THE STATE OF FLORIDA OR EXPERIENCED IN THE INSTALLATION AND MAINTENANCE OF EROSION CONTROLS, IS REQUIRED TO INSPECT THE EROSION AND SEDIMENTATION CONTROL MEASURES AS SHOWN ON THE APPROVED STORMWATER POLLUTION PREVENTION PLAN. INSPECTION REPORTS ARE TO BE COMPLETED ON THE CITY OF SANFORD'S FORM ONCE EVERY WEEK AND AFTER EVERY RAINFALL EVENT OF 0.50" OR MORE DURING THE CONSTRUCTION PHASE. THESE REPORTS SHALL BE MADE AVAILABLE TO THE CITY AT ANY TIME AND COPIES OF ALL OF THE INSPECTIONS SHALL BE SUBMITTED TO THE CITY PRIOR TO THE ISSUANCE OF A CERTIFICATION OF COMPLETION OR OCCUPANCY. 2. IN ADDITION TO THE CITY'S PERMITS, ALL OTHER APPLICABLE PERMITS SUCH AS SJRWMD, SEMINOLE COUNTY, FDEP, FDOT, ETC, ARE REQUIRED TO BE KEPT ON THE SITE AT ALL TIMES DURING CONSTRUCTION. 3. CALL SUNSHINE AT 811 FOR ALL UTILITY LOCATES PRIOR TO ANY CONSTRUCTION Silt Flow Note- Spacing for Type I I I Ferice to be in accordance with Chart I, Sheet 1 of 3 and ditch installations at drainage structures Sheet 2 of 3. hype I I I Silt Fence ANCHOR SYNTHETIC [SALES WITH 2 — 2" X 2" X 4' STAKES PER [SALE. DITCH �( DITCH =1 DITCH BOTTOM INLET - INLET GRADE n ---FILTER FABRIC EROSION CON l=SOL SUCK 7/.9/2017 9.59:x{7 AM M: � DCBE lS Auty �,swppp07.dgn INLET STRUCTURE M �i � I m I ~ Q z 0 I— a Lu n co W O 0 c is 21 C L1J Z U W Lu CD C) 1� J J Ck- � O w ry-n CD cry O Q c/D LU SHEET NO. LIMITS OF P AREA 5' Cc >1 0 1 41" 0– 2' C, Set, Rebar & Ca "1-13 7623" ao C) q 0 0 W 01 3 89059'24" E 24137' (M) 248' ( P) c01 Set, Y2" Rebar 0) 8. Cap "LEI 7��23" Lift Station c , (onorate Utility 8� Camphor I Pole 27" C,4,nphor I .............. 1A E ................ V- .................... ............... 18" Oak o.................. ....................... .................. ........... 124' (P) .. ........ .. . ........ L;;�,7a,-- Gatoh Basin . ..... ........ ... (;oncrete Retaining 2 (� alp ........... 4" a j1pil Top El =5191' ........................ .. ........ .... . I . . ......... -- :1 . .1 .............................. - - ---- . .......... . .............. . ...... .................. Curp Ink,,t .... ... . ....... wall W. Inv. 49,56' 302' TO 51 A91 i t1 11 K 51,88' //)E, Inv, Skimmer, 53AY ............ . . . . ..... (15" KCJ,`,) Rutontiori Pond L.ot 77gg ............... . .... . . ....... Parking Area 8" (�adar 6" (,o 7" Cedar 4 C-) ............ -I--, tc, 8" Oak . .......... Wood Utility pok"', SHEET REFERENCE I Guy Anch(:)ro 5 20 Feet (Less Ro;ad Right -of -Way) TREE REMOVAL INDEX Tree ID Number Tree Type Inches (DBH) Notes Specimen To Be Removed 1 Oak 7Yes X00 2 Oak 5 Yes 3 07aR 7 Yes 4 Oak 6 Yes 5 Oak 5 Yes 6 Myrtle 7 Yes 7 C=pFo—r' Yes 8 Camphor 10 Yes 9 Mvrtle 8 Yes 10 Oak 5 Yes 11 Oak 11 Yes Oak 14 Yes 13 Oak 5 Yes 14 Oak 5 Yes 15 Oak 7 Yes 16 Oak 6 Yes 17 Oak 6 Yes 18 Oak 5 Yes 19 Oak 7 Yes 20 Oak 7 Yes 21 Oak 5 Yes 22 Oak 7 Yes 23 Oak 5 Yes 24 Oak 38 Yes 25 Oak 48 No 26 --Oak-- 12 Yes 27 Oak 14 Yes 28 Oak 10 Yes 29 Oak 60 Dead Yes 30 Cedar 12 Yes STRUCTURE SHALL BE CONSTRUCTED TO PREVENT SIL TA TION OF THE BARRICADED AREA 311 SOUTH WOODLAND EIND. 6) CONTRACTOR IS RESPONSIBLE FOR MAINTAINING PRESERVED TREES DURING CONSTRUCTION Total DBH = 334 DELAND, FL 32720 111 In I >- co E 11 b— 2 REVISED 12/19/2016 CA - X00 CD Cr Cc LL, 1Z) LL, 0- CL 24 CRAPE MYRTLE TO BE PLANTED 53,534 SF X 7 5% = 8, 030 SF REQUIRED - °LU (4" TREES) 8,307 5F PROVIDED (75.57 % OF TOTAL TREE AREA) co Uj > 0 w En M ren FL F- M LIJ Ljj 6 SABAL PALM TO BE PLANTED (10" TREES) oS < 0) 24 X 4 = 96" NOTE: EXISTING TREES TO REMAIN UNLESS OTHERWISE NOTED UD 11 Less Road Right -of -Way 21912017 /0:00:/5 AU M:\EDC\ETj' Auto \tt-er,,prolectiofipl(in07.dgii SHEET NO. 9 OF 15 REVISED 12/19/2016 CA - TREES TO BE PLANTED TREE PROTECTION AREA 0 CD TREE PROTECTION AREA (7 5 % REQUIRED) Z C) III 24 CRAPE MYRTLE TO BE PLANTED 53,534 SF X 7 5% = 8, 030 SF REQUIRED - CD (4" TREES) 8,307 5F PROVIDED (75.57 % OF TOTAL TREE AREA) < 4 MAGNOLIA TO BE PLANTED LU L -,A (4" TREES) cc_ 6 SABAL PALM TO BE PLANTED (10" TREES) L -U L -LA 24 X 4 = 96" NOTE: EXISTING TREES TO REMAIN UNLESS OTHERWISE NOTED UD 4X4= 16" 6X10=60" TOTAL PLANTED = 172" ; 1 Indicates an existing free to rernain Indicates an existing free to be removed ITS OF INR (D1J--E,(-1-)Tty,,yREA pole Indicates radius of Specimen tree ::D Frid. 1/2" Rebar LLJ C/D (No Identification) Li 6'Uiain Link Fence is `11111-1-I.- 1 0 I 1 !73 EXISTING TREES TREE PROTECTION:LU WD 6' concrotr,, walk'way CD I) ALL EXISTING TREES 10 BE PRESERVED WILL BE PROTECTED DURING CONSTRUCTION 2) PROTECTIVE BARRICADES SHALL BE CONSTRUCTED PRIOR TO CLEARING AROUND ALL TREES ........ 2' Curb & (',utter DESIGNATED TO REMAIN. ........... .3) THESE BARRICADES SHALL BE L OCA TED AS CLOSE AS POSSIBLE TO THE DRIPLINE, OR A MINIMUM OF 70'FROM THE DRIPLINES OF THE TREES, AND SHALL BE APPROXIMATELY FOUR FEET IN HEIGHT THE DRIPLINE IS CALCULATED AT I OF DIAMETER PER INCH OF DBH CALIPER, REFER TO PLANS FOR DBH OF EXISTING TREES EP 4 THE BARRICADE SHOULD BE RIGID AND STURDY ENOUGH TO SURVIVE THE CONSTRUCTION PERIOD; HOWEVER ANY SUITABLE NEW OR SCRAP AINTRERIAL AMY BE USED IN ITS CONSTRUCTION. 5) ABSOLUTELYNO FILL, BUILDING MATERIALS, TRASH, OR OTHER OBJECTS SHALL BE PLACED INSIDE I II-tEsE BARRIERS, No EQUIPMENT WILL BE PARKED Of? STORED INSIDE THESE BARRIERS IF FILL ENGINEERED PERMITS, INPI. /S DEPOSITED ADJACENT TO THESE AREAS, A SUITABLE TEMPORARY OR PERMANENT RETAINING STRUCTURE SHALL BE CONSTRUCTED TO PREVENT SIL TA TION OF THE BARRICADED AREA 311 SOUTH WOODLAND EIND. 6) CONTRACTOR IS RESPONSIBLE FOR MAINTAINING PRESERVED TREES DURING CONSTRUCTION suraEA DELAND, FL 32720 PHONE: 386-7340830 NOTES: FAX: 386-734-8226 7, TREES LABELED "DEAD" ARE TO BE REMOVED. EAI NO. 26296 EMAIL: epi8epieng.net 2. CAMPHORS AND CHINABERRYARE NOT INCLUDED IN ANY CALCULATIONS, Less Road Right -of -Way 21912017 /0:00:/5 AU M:\EDC\ETj' Auto \tt-er,,prolectiofipl(in07.dgii SHEET NO. 9 OF 15 LIMITS OF AREA 5' C C�1 sL Crux "LB 7023" \ �' 2' 01rb Butter I 60 `Q- - t I. .! rl D. �.., tli Oz:1 FC (%..ICs L!) V v , # COMMON NAME MINIMUM SIZE 1 COMMENTS Muskogee Crape Myrtle 4" Cal, 15'+ Ht. (Single Trunk) Magnolia 4" Cal, 12' Ht, Sabal Palm 4" Cal, 12, Ht, Sweet Viburnum 3 Gal., 24"-F Ht, 30" OC Indian Hawthorne 3 Gal„ 12".F Ht, 30" OC Bahia sod Sod all disturbed areas and all other areas as directed by the Owner or his agent, Wood Wility Pale SHEET REFERENCE I Quy AnchorO 5 20 Feet (Less Road Right -of -Way) PPI=A Fns#. ,%" Rebar (Na Identification) 6' Chain Link Fence is 0.'1' 5' Concrete Walkway 2' Curb f& Clutter KEEP MULCH 1 TO 2 INCHES (2,5 TO 5 CM) BACK FROM tRUNK 2 TO 4 INCH TRUNK (5 TO 10 CM) FLARE LAYER OF MULCH t_i H I REM 11 W M1 Effi,___ I FIF 11011111 LANDSCAPE_ NOTES 1. All plant materiat shall be a minimum of Florida No. l grade, or better, per the latest edition of the Florlda Dept. of Arglculture and Consumer Services' "Grades and Standards for Nursery Plants". 2. All plant material improperly pruned, under -sized, diseased, infested, root bound, or otherwise not to minimum grade or size indicated on the plan shall be removed and replaced at the landscape and/or general contractor's expense upon receiving notice from the Owner, or his agent. 3. All planting beds and pits shall be covered with a 3" minimum of lightly compacted/settled shredded hardwood or cypress mulch, and/or medium nugget pine bark mulch. 4.7'he plant quantities indicated In the landscape legend are approximate and for file contractor's convenience In estimating, to case of a discrepancy, the plan shall govern. 5. All landscape planting shaft be done under the direct supervision of (I knowledgeable and experienced landscape foreman, and, by knowledgeable and experienced persons, in accordance with accepted good commercial Florida plantIng1horticulturof practices and procedures. 6. The landscape and/or general contractor shall comply with all local and State codes, ordinances, etc. and obtain all permits, licenses, etc. necessary to construct the project. 7. The landscape and/or general contractor shall Coordinate his/their work will) all other project contractors to assure efficlent and timely completion of the total project work. 8. The landscape and/or genera/ contractor shall be responsible for providing all labor, materials, and equipment in the performance of the project landscape work. 9. The landscape and/or general contractor shall verify all existing and proposed grades, dimensions, conditions, etc. in the field and bring any and all discrepancies, problems, etc. to the attention of the Owner, or his agent, for u decision before proceeding with the project landscape work. /0. The landscape and/or generul contractor shall protect all existing and new structures, any plant materials on the site scheduled to be saved, buildings, utility serlvices, etc. and be responsible for their repair or replacement If damaged by him/there. ll. The landscape and/or general contractor shall remove all debris and unsuitable or surplus material from the site which Is generated or produced by the project landscape work. 12. All planting buckfill shall be o good commercial grade free of noxious weeds or seeds and other muteriol detrimental to plant life, os well as, balanced to the nutrition, pl-1, etc. of the plant material it will be used for. /J. The landscape and/or general contractor shall get written permission from both the Owner, or his agent, and the landscape architect of record before making any substitutions of plant material or other landscape Items on the project. 14. The landscape and/or general contractor, shall warranty all plant materlals and planting installations for a minimum of one year from the dote of total project acceptance by the project Owner. Should any project plant material or planting Installation need worronly work during this one year period, then the landscape and/or general contractor shall re -warranty that specific plant rnaterlot and planting installation for a minimum of another one year period from the date of tt;e warranty work acceptance. 15. Should any local, State, etc. code, ordinance, or good Central Florlda commercial plunting/horticultural practice or procedure conflict with this project's landscape plan(s), specifications, details, etc., then the landscape and/or general contractor shall assume that the stricter or more stringent shall apply to the total project landscape work. 16.7-his/these plan(s) were prepared will) Information provided by Ill Client and/or the project architect or engineer. EPI Is not responsible for any errors, etc. resulting from errors, etc. In the Information provided (or riot provided) to us. /7. Tree brarricudes are reaqulred around all trees which have been designated on the site plan to be retained and protected. Prior to any clearing or construction activity occurring on the site, tree barricades shalt be constructed by the contractor and approved by the City. 18.Itis the conlroctor's responsibllly to provide Irrigation for the newly planted landscape. USE TWO OPPOSING, FLEXIBLE TIES WHEN STAKING IS NECESSARY, TIES SHOULD BE PLACED ON THE LOWER HALF OF THE TREE AND ALLOW TRUNK MOVEMENT GENTLY PACK BACKFILL, USING WATER TO SETTLE SOIL AROUND THE ROOT BALL IU7�MLIII1 111111. SII lliln- Il) ILII - REMOVE CONTAINERS, WRAPPINGS, — -- SET BALL ON FIRMLY PACKED WIRES AND TIES. SOIL TO PREVENT SETTLING TREE PLANTING DETAIL NOT TO SCALE *NOTE: FINISHED PLANTING DEPTH TO BE SLIGHTLY ABOVE GRADE, Les F° lsud Fight. of -Way EXISTING TREES / TREE PROTECTION; 1) ALL EXISTING TREES TO BE PRESERVED WILL BE PROTECTED DURING CONSTRUCTION 2) PROTECTIVE BARRICADES SHALL BE CONSTRUCTED PRIOR TO CLEARING AROUND ALL TREES DESIGNAiED TO REMAIN. 3) THESE BARRICADES SHALL BE LOCATED AS CLOSE AS POSSIBLE TO THE DRIPLINE, OR A MINIMUM OF i O' FROM THE DRIPLINES OF THE TREES, AND SHALL BE APPROXIMATELY FOUR FEET IN HEIGHT, THE DRIPLINE IS CALCULATED AT ]'OF DIAMETER PER INCH OF DBH CALIPER, REFER TO PLANS FOR DBH OF EXISTING TREES, 4) THE BARRICADE SHOULD BE RIGID AND STURDY ENOUGH TO SURVIVE THE CONSTRUCTION PERIOD; HOWEVER ANY SUITABLE NEW OR SCRAP MiATRERIAL MAY BE USED IN ITS CONSTRUCTION, 5) ABSOLUTELY NO FILL, BUILDING MATERIALS, TRASH, OR OTHER OBJECTS SHALL BE PLACED INSIDE THESE BARRIERS, NO EQUIPMENT WILL BE PARKED OR STORED INSIDE THESE BARRIERS, IF FILL IS DEPOSITED ADJACENT TO THESE AREAS, A SUITABLE TEMPORARY OR PERMANENT RETAINING TRUCiURE SHALL BE CONSiRUCTED TO PREVENT SILTATION OF THE BARRICADED AREA, 6) CONTRACTOR IS RESPONSIBLE FOR MAINTAINING PRESERVED TREES DURING CONSTRUCTION. = EDGE OF DRIPLINE (TYP.) 4' (TYP.) UPRIGHT HORIZONTAL. (2 REQUIRED) TYP. TREE PROTECTION DETAIL N.T.S. TREE BARRICADES ARE REQUIRED AROUND ALL. TREES WHICH HAVE BEEN DESIGNATED ON THE SITE PIAN TO DE RETAINED AND PROTECTED. PRIOR TO ANY CLEARING OR CONSTRUCTION ACTIVITY OCCURING ON THE SITE, TREE BARRICADES SHAH BE CONSTRUCTED BY THE CONTRACTOR AND APPROVED BY THE CITY, TREE BARRICADES SHALL, BE PLACED AT THE EDGE OF THE DRIPLINE OR A MiNIMUM OF 10' FROM THE TRUNK OF THE TREE, WHiCH EVER IS GREATER. FOR THE BARRIER THE CITY RECOMMENDS ORANGE SAFETY BARRICADE FENCING. PLANT CALLED FOR ON PLAN WiTH CONTAINER REMOVED Y OF COMPACTED MULCH 3"EARTH SAUCER FINISHED GRADE PLANTING BACKFILL MIXTURE SUBGRADE SHRUB PLANTING DETAIL L NOT TO SCALE 2/0/2017 'PACING (Ul l/2 D PLANT CALLED FOR ON PLAN KEY QUAN, BOTANICAL NAME WITH CONTAINER REMOVED ` CM 24 Largerstroemia indica PLANTING BACKFILL MIXTURE =r rrrrr — I I P E t II II I II IIIITi TiTT I i SUBGRADE GROUNDCOV ER PLANTING DETAIL F- SP 4 Magnolia grandiflora L"¢cr (i5 REVISED 12/19/2016 ~ a SP 6 Sabal Palmetto 0 VO 233 Viburnum odoratissimum Lti RI 60 Raphioleps indica eco w W N/A As Req'd, Paspalurn notatum w CD m ( ) Existing onsite tree to be preserved Q c)a� COMMON NAME MINIMUM SIZE 1 COMMENTS Muskogee Crape Myrtle 4" Cal, 15'+ Ht. (Single Trunk) Magnolia 4" Cal, 12' Ht, Sabal Palm 4" Cal, 12, Ht, Sweet Viburnum 3 Gal., 24"-F Ht, 30" OC Indian Hawthorne 3 Gal„ 12".F Ht, 30" OC Bahia sod Sod all disturbed areas and all other areas as directed by the Owner or his agent, Wood Wility Pale SHEET REFERENCE I Quy AnchorO 5 20 Feet (Less Road Right -of -Way) PPI=A Fns#. ,%" Rebar (Na Identification) 6' Chain Link Fence is 0.'1' 5' Concrete Walkway 2' Curb f& Clutter KEEP MULCH 1 TO 2 INCHES (2,5 TO 5 CM) BACK FROM tRUNK 2 TO 4 INCH TRUNK (5 TO 10 CM) FLARE LAYER OF MULCH t_i H I REM 11 W M1 Effi,___ I FIF 11011111 LANDSCAPE_ NOTES 1. All plant materiat shall be a minimum of Florida No. l grade, or better, per the latest edition of the Florlda Dept. of Arglculture and Consumer Services' "Grades and Standards for Nursery Plants". 2. All plant material improperly pruned, under -sized, diseased, infested, root bound, or otherwise not to minimum grade or size indicated on the plan shall be removed and replaced at the landscape and/or general contractor's expense upon receiving notice from the Owner, or his agent. 3. All planting beds and pits shall be covered with a 3" minimum of lightly compacted/settled shredded hardwood or cypress mulch, and/or medium nugget pine bark mulch. 4.7'he plant quantities indicated In the landscape legend are approximate and for file contractor's convenience In estimating, to case of a discrepancy, the plan shall govern. 5. All landscape planting shaft be done under the direct supervision of (I knowledgeable and experienced landscape foreman, and, by knowledgeable and experienced persons, in accordance with accepted good commercial Florida plantIng1horticulturof practices and procedures. 6. The landscape and/or general contractor shall comply with all local and State codes, ordinances, etc. and obtain all permits, licenses, etc. necessary to construct the project. 7. The landscape and/or general contractor shall Coordinate his/their work will) all other project contractors to assure efficlent and timely completion of the total project work. 8. The landscape and/or genera/ contractor shall be responsible for providing all labor, materials, and equipment in the performance of the project landscape work. 9. The landscape and/or general contractor shall verify all existing and proposed grades, dimensions, conditions, etc. in the field and bring any and all discrepancies, problems, etc. to the attention of the Owner, or his agent, for u decision before proceeding with the project landscape work. /0. The landscape and/or generul contractor shall protect all existing and new structures, any plant materials on the site scheduled to be saved, buildings, utility serlvices, etc. and be responsible for their repair or replacement If damaged by him/there. ll. The landscape and/or general contractor shall remove all debris and unsuitable or surplus material from the site which Is generated or produced by the project landscape work. 12. All planting buckfill shall be o good commercial grade free of noxious weeds or seeds and other muteriol detrimental to plant life, os well as, balanced to the nutrition, pl-1, etc. of the plant material it will be used for. /J. The landscape and/or general contractor shall get written permission from both the Owner, or his agent, and the landscape architect of record before making any substitutions of plant material or other landscape Items on the project. 14. The landscape and/or general contractor, shall warranty all plant materlals and planting installations for a minimum of one year from the dote of total project acceptance by the project Owner. Should any project plant material or planting Installation need worronly work during this one year period, then the landscape and/or general contractor shall re -warranty that specific plant rnaterlot and planting installation for a minimum of another one year period from the date of tt;e warranty work acceptance. 15. Should any local, State, etc. code, ordinance, or good Central Florlda commercial plunting/horticultural practice or procedure conflict with this project's landscape plan(s), specifications, details, etc., then the landscape and/or general contractor shall assume that the stricter or more stringent shall apply to the total project landscape work. 16.7-his/these plan(s) were prepared will) Information provided by Ill Client and/or the project architect or engineer. EPI Is not responsible for any errors, etc. resulting from errors, etc. In the Information provided (or riot provided) to us. /7. Tree brarricudes are reaqulred around all trees which have been designated on the site plan to be retained and protected. Prior to any clearing or construction activity occurring on the site, tree barricades shalt be constructed by the contractor and approved by the City. 18.Itis the conlroctor's responsibllly to provide Irrigation for the newly planted landscape. USE TWO OPPOSING, FLEXIBLE TIES WHEN STAKING IS NECESSARY, TIES SHOULD BE PLACED ON THE LOWER HALF OF THE TREE AND ALLOW TRUNK MOVEMENT GENTLY PACK BACKFILL, USING WATER TO SETTLE SOIL AROUND THE ROOT BALL IU7�MLIII1 111111. SII lliln- Il) ILII - REMOVE CONTAINERS, WRAPPINGS, — -- SET BALL ON FIRMLY PACKED WIRES AND TIES. SOIL TO PREVENT SETTLING TREE PLANTING DETAIL NOT TO SCALE *NOTE: FINISHED PLANTING DEPTH TO BE SLIGHTLY ABOVE GRADE, Les F° lsud Fight. of -Way EXISTING TREES / TREE PROTECTION; 1) ALL EXISTING TREES TO BE PRESERVED WILL BE PROTECTED DURING CONSTRUCTION 2) PROTECTIVE BARRICADES SHALL BE CONSTRUCTED PRIOR TO CLEARING AROUND ALL TREES DESIGNAiED TO REMAIN. 3) THESE BARRICADES SHALL BE LOCATED AS CLOSE AS POSSIBLE TO THE DRIPLINE, OR A MINIMUM OF i O' FROM THE DRIPLINES OF THE TREES, AND SHALL BE APPROXIMATELY FOUR FEET IN HEIGHT, THE DRIPLINE IS CALCULATED AT ]'OF DIAMETER PER INCH OF DBH CALIPER, REFER TO PLANS FOR DBH OF EXISTING TREES, 4) THE BARRICADE SHOULD BE RIGID AND STURDY ENOUGH TO SURVIVE THE CONSTRUCTION PERIOD; HOWEVER ANY SUITABLE NEW OR SCRAP MiATRERIAL MAY BE USED IN ITS CONSTRUCTION, 5) ABSOLUTELY NO FILL, BUILDING MATERIALS, TRASH, OR OTHER OBJECTS SHALL BE PLACED INSIDE THESE BARRIERS, NO EQUIPMENT WILL BE PARKED OR STORED INSIDE THESE BARRIERS, IF FILL IS DEPOSITED ADJACENT TO THESE AREAS, A SUITABLE TEMPORARY OR PERMANENT RETAINING TRUCiURE SHALL BE CONSiRUCTED TO PREVENT SILTATION OF THE BARRICADED AREA, 6) CONTRACTOR IS RESPONSIBLE FOR MAINTAINING PRESERVED TREES DURING CONSTRUCTION. = EDGE OF DRIPLINE (TYP.) 4' (TYP.) UPRIGHT HORIZONTAL. (2 REQUIRED) TYP. TREE PROTECTION DETAIL N.T.S. TREE BARRICADES ARE REQUIRED AROUND ALL. TREES WHICH HAVE BEEN DESIGNATED ON THE SITE PIAN TO DE RETAINED AND PROTECTED. PRIOR TO ANY CLEARING OR CONSTRUCTION ACTIVITY OCCURING ON THE SITE, TREE BARRICADES SHAH BE CONSTRUCTED BY THE CONTRACTOR AND APPROVED BY THE CITY, TREE BARRICADES SHALL, BE PLACED AT THE EDGE OF THE DRIPLINE OR A MiNIMUM OF 10' FROM THE TRUNK OF THE TREE, WHiCH EVER IS GREATER. FOR THE BARRIER THE CITY RECOMMENDS ORANGE SAFETY BARRICADE FENCING. PLANT CALLED FOR ON PLAN WiTH CONTAINER REMOVED Y OF COMPACTED MULCH 3"EARTH SAUCER FINISHED GRADE PLANTING BACKFILL MIXTURE SUBGRADE SHRUB PLANTING DETAIL L NOT TO SCALE 2/0/2017 'PACING (Ul l/2 D PLANT CALLED FOR ON PLAN U)F_ Cc z0 WITH CONTAINER REMOVED ` ~` Y OF COMPACTED MULCH FINISHED GRADE �crr�� rrlrn T PLANTING BACKFILL MIXTURE =r rrrrr — I I P E t II II I II IIIITi TiTT I i SUBGRADE GROUNDCOV ER PLANTING DETAIL NOT TO SCALE 10:00:46 AM U:\EDC\ET5 Auto Vandscopep1an07.d9n I m I� 0 U)F_ Cc z0 w w d W Z L L 0 C) F- o � Ll� D ccEPI L"¢cr (i5 0awii �✓� co ❑ o L_LI Z w w r� c.� Lti W u cc 0Z eco w W M w CD m Q c)a� 0 Z CD Cc n d W LSI Z U 0 C) F- Ll� D ccEPI F— w L_LI Z c.� Z CD Cc � d W C� w Z 0 F- Ll� D ccEPI ENGINEERED PERMITS, INC. 311 SOUTH WOODLAND BIVD. SUITEA DELAND, FI_ 32720 PHONE: 386.734-0830 FAX: 386-734-0226 CERT NO. 26298 EMAIL: epiftieng.net SHEET N0, 15 i7 p. 475%w�• �� e�'I EXISTING e LIMITS OF PRC AREA ,JE( I 6 I 31 E, I �II i I I A �ncrete I j 1 ,� i I � �� x I I Frid, '/2' Rebar Welkw ay I I I I n ' r (No Identification) , 1, } I I I I I x Link Fe flirt I I I it 0.11S i ;i iI ll rT ' Ve is I II i I I I �. 3 II °Concrete Walkway a l l " .,.._.. Z NE 3 J .. I .. I N I ZONE l I I I v 1 Ix I I l� f ..........................• 2 _ I I I I, 1 _� I I � a x 11 x I �—( i PROPOSED .I ZONE 3 i • �" I , I = –� I BUILDING rX 6,219 SF Ix I I. T" CN CDI< f j' EXISTING 2" WATER LINE I i , ZONE 2 i IRRIGATION NOTE S L All PVC piping running under driveways, roads, building(s), or other site paved areas shall be sleeved In an appropriately sized schedule 40 PVC sleevJng with a minimum of 24" of cover under vehicular use areas and 18"of cover under nonvehicular use areas. 2. The irrigation and/or general contractor shall refer to the landscaping and engineering plans, etc. when trenching for Irrigation piping, wiring, etc, to avoid trees, shrubs, structures, utilities, etc. J. All mainline piping shall be buried to a depth to have a minimum cover of l8". All zone/luteral piping „Loll be but -led o �^ t u depth r [rive >Uve a nh r rlrnurn P cover of l I , An m1 �r c o/dr1 nl > er iter lines Y � ,, shall b burled to a depth to have a minimum cover of 1'-3" below the bottom of any mulched areas, e 4. The Irrigation and/or general contractor shall Individually set each Irrigation controller station to apply a maximum total of one Inch of water a week In each lone/lateral per local plant evapotranspiration rates and site soil conditions after the Initial watering In period. 5. Should any Irrigation discrepancy, problem, etc. arise, It shall be brought to the attention of the Irrigation and/or general contractor, the Owner (or his agent), and the landscape architect of record for as decision before proceeding with the project Irrigation work. 6. The irrigation and/or general contractor shall comply with all local, Stale, etc., Irrigation codes, ordinances, etc., and obtain all perrnires, licenses, etc. necessary to Install the project Irr/gution system as designed. 7. T'heirrigation and/or generalcontractor shall coordinate dlnate hi t s/ Ieir work with al/ other protect contractors to assure efficient and timely completion of the total project work. 8. Tho Irrigation and/or general contractor shall be responsible for providing all labor, equipment, and new system materials In the performance of the total project Irrigallon work. 9. All project lrrlgation work shall be done under the direct supervision of a knowledgeable and experlericed irrigation foreman, and by knowledgeable and experienced persons, In accordance with good Florida commercially acceptable Irrigation practices and procedures, and. In accordance with the Florida irrigation Society's latest edition (1/1/02) of tho-Ir "Standards and Specifications for Turf and Landscape Irrigation Systems' and/or the manufacturer's standards and specifications, /0. The irrigation and/or general contractor shall protect all existing structures, utility services, any plant materials scheduled to be saved, etc. and be responsible for its/their repair or replacement if damaged by him/them, ll. The Irrigation and/or general contractor sixth remove all debris and unsuitable or surplus material from the site which is generated or produced by the project Irrigation work. 12. Should any local, Stale, etc. code, ordinance, or Florida commercial irrigation practice or proceedure conflict with this project's Irrigation plan(s), specifications, details, etc. then the Irrigation and/or general contractor shall assume that the stricter or more stringent shall apply to the project Irrigation system work. 13. The Irrigation and/or general contractor shall verify all existing or proposed grades, dimensions, conditions, available GPM and PSi, etc. in the field and bring any and all discrepancies, problems, etc. to the attention of the Owner, or his agent, and/or the landscape architect of record for a decision before proceeding with the project irrigation work, /4, The Irrigation and/or general shall adjust the throw and pattern of each recommended/designed Irrigation nozzle, head, etc. to minimize wasted water spray onto adjacent paved areas, buildings, etc, 15. The- lrrlgation controller wire shall be UL listed os direct burial solid copper /Ines sized to actuate from the controller to the valves at the necessary distances. All wire splices shall be made in valve boxes with approved water tight connectors. 16. Some of the project Irrlga!ton system components may have been shown on the Plan(s) either outside of ti>e property lines or within paved areas for graphic design purposes,These lines,components,etc, shall be located within the project landscaped areas as much as possible. 17. The Irrigation and/or general contractor shxrll supply the Owner, or his agent, with all pertinent Irrigation system information, devices, and/or system record drawings necessary to operate and maintain the project Irrigation system in an efficient and professional manner. l8. The Irrigation and/or general contractor shall warranty all Irrigation system components and system workmanship for a minimum period of one year from the date of total project acceptance by the Owner. Should project irriorlon system warranty work be required, then the Irrigation and/or enerol contractor shall re -warranty the warranty work For at least another additional year from the dale of the Initial warranty work. /9. The Irrigation and/or get icrof contractor shall make no Irrigation system substitutions, general design modifications, etc. without the written permission of both the Owner, or his agent, and the landscape architect of record. 20. This/these plan(s) were prepared with Information provided by the Client and/or the project architect or engineer. DWA is not responsible for any errors, etc. resulting from provided, or not provided, lnformution to us. 21. The irrigation and/or general contractor shall contact 'Sunshine State One Call of Florida, Inc: of 800-432-4770 (www.cullsunshine.com) for field locates of utilities before beginning work, 1. INTERIOR OR ZONE # EXTERIOR WALL GPM RECOM, OPERATING TIME TO ROUGHLY APPLY 1" OF WATER A WEEK MINIMUM CLEARANCE r.Z2 FOR DOOR OPENING Q.. w �llJ 3 SPRAY i U =e MODEL ICC-XXUO-M o` CUNT"RUL WIRE IN ELECTRICAL W I— CONDUIT, SIZE AND TYPE operating PER LOCAL CODE it number of days 3/4 POWER 0 ER SPP U LY' CONDUIT --J BOX INSIDE CONTROLLER ,NOTE, CONNECT PER LOCAL CODE SPECIFY 8, i2, l6, 2U, 24, 28, 32, 56, 40, 44, �l8 STATION MODEL CONTROLLER. MOUNT CONTROLLER WiTH LCD SCREEN AT EYE LEVEL, CONTROLLER SHALL BE HARD -WIRED TU GROUNDED 110 or 220 VAC SOURCE, ICC -M CONiROLLER -MULIV IRRIGATION DETAIL —� Gr,At. /°' R��6ar ... e< Cap "Ll 762,:3`° EXISTING 12" WATER LINE CII Lift 8i_Itloni G,ap ,BL0 7, 23°£ � c" 89`5924" _ 1741,37€ M �f ' , I 48 I E cf oncrote Utility I I , f i _ I ra yr 1 i N Wood Utility V n i I.: + 14 .. ,,..., .... , i Polo Inlet � 2)1 ...II:(:: W. Inv. ,........ iiclisRetaining Wall z REFERENCEa_r 51 ) 49,56' 302 r /w, Inv, 4r i Inv r1,88 rlr o3J' I ...._. 'N, u Anch r 0 20 I °"on! irtAl ,,I ......... 1 � d. I f i � r 7 FeetRetent.on I . f, 'Il t•,Y ! [ fj , i , _I : / i , -e {.:,, i .d t'j p " ';t F c.f 4iil(J Ar,3 1 ..... f,. I (Less �C}c�C� Right -of -Way) ( EXISTING e LIMITS OF PRC AREA ,JE( I 6 I 31 E, I �II i I I A �ncrete I j 1 ,� i I � �� x I I Frid, '/2' Rebar Welkw ay I I I I n ' r (No Identification) , 1, } I I I I I x Link Fe flirt I I I it 0.11S i ;i iI ll rT ' Ve is I II i I I I �. 3 II °Concrete Walkway a l l " .,.._.. Z NE 3 J .. I .. I N I ZONE l I I I v 1 Ix I I l� f ..........................• 2 _ I I I I, 1 _� I I � a x 11 x I �—( i PROPOSED .I ZONE 3 i • �" I , I = –� I BUILDING rX 6,219 SF Ix I I. T" CN CDI< f j' EXISTING 2" WATER LINE I i , ZONE 2 i IRRIGATION NOTE S L All PVC piping running under driveways, roads, building(s), or other site paved areas shall be sleeved In an appropriately sized schedule 40 PVC sleevJng with a minimum of 24" of cover under vehicular use areas and 18"of cover under nonvehicular use areas. 2. The irrigation and/or general contractor shall refer to the landscaping and engineering plans, etc. when trenching for Irrigation piping, wiring, etc, to avoid trees, shrubs, structures, utilities, etc. J. All mainline piping shall be buried to a depth to have a minimum cover of l8". All zone/luteral piping „Loll be but -led o �^ t u depth r [rive >Uve a nh r rlrnurn P cover of l I , An m1 �r c o/dr1 nl > er iter lines Y � ,, shall b burled to a depth to have a minimum cover of 1'-3" below the bottom of any mulched areas, e 4. The Irrigation and/or general contractor shall Individually set each Irrigation controller station to apply a maximum total of one Inch of water a week In each lone/lateral per local plant evapotranspiration rates and site soil conditions after the Initial watering In period. 5. Should any Irrigation discrepancy, problem, etc. arise, It shall be brought to the attention of the Irrigation and/or general contractor, the Owner (or his agent), and the landscape architect of record for as decision before proceeding with the project Irrigation work. 6. The irrigation and/or general contractor shall comply with all local, Stale, etc., Irrigation codes, ordinances, etc., and obtain all perrnires, licenses, etc. necessary to Install the project Irr/gution system as designed. 7. T'heirrigation and/or generalcontractor shall coordinate dlnate hi t s/ Ieir work with al/ other protect contractors to assure efficient and timely completion of the total project work. 8. Tho Irrigation and/or general contractor shall be responsible for providing all labor, equipment, and new system materials In the performance of the total project Irrigallon work. 9. All project lrrlgation work shall be done under the direct supervision of a knowledgeable and experlericed irrigation foreman, and by knowledgeable and experienced persons, In accordance with good Florida commercially acceptable Irrigation practices and procedures, and. In accordance with the Florida irrigation Society's latest edition (1/1/02) of tho-Ir "Standards and Specifications for Turf and Landscape Irrigation Systems' and/or the manufacturer's standards and specifications, /0. The irrigation and/or general contractor shall protect all existing structures, utility services, any plant materials scheduled to be saved, etc. and be responsible for its/their repair or replacement if damaged by him/them, ll. The Irrigation and/or general contractor sixth remove all debris and unsuitable or surplus material from the site which is generated or produced by the project Irrigation work. 12. Should any local, Stale, etc. code, ordinance, or Florida commercial irrigation practice or proceedure conflict with this project's Irrigation plan(s), specifications, details, etc. then the Irrigation and/or general contractor shall assume that the stricter or more stringent shall apply to the project Irrigation system work. 13. The Irrigation and/or general contractor shall verify all existing or proposed grades, dimensions, conditions, available GPM and PSi, etc. in the field and bring any and all discrepancies, problems, etc. to the attention of the Owner, or his agent, and/or the landscape architect of record for a decision before proceeding with the project irrigation work, /4, The Irrigation and/or general shall adjust the throw and pattern of each recommended/designed Irrigation nozzle, head, etc. to minimize wasted water spray onto adjacent paved areas, buildings, etc, 15. The- lrrlgation controller wire shall be UL listed os direct burial solid copper /Ines sized to actuate from the controller to the valves at the necessary distances. All wire splices shall be made in valve boxes with approved water tight connectors. 16. Some of the project Irrlga!ton system components may have been shown on the Plan(s) either outside of ti>e property lines or within paved areas for graphic design purposes,These lines,components,etc, shall be located within the project landscaped areas as much as possible. 17. The Irrigation and/or general contractor shxrll supply the Owner, or his agent, with all pertinent Irrigation system information, devices, and/or system record drawings necessary to operate and maintain the project Irrigation system in an efficient and professional manner. l8. The Irrigation and/or general contractor shall warranty all Irrigation system components and system workmanship for a minimum period of one year from the date of total project acceptance by the Owner. Should project irriorlon system warranty work be required, then the Irrigation and/or enerol contractor shall re -warranty the warranty work For at least another additional year from the dale of the Initial warranty work. /9. The Irrigation and/or get icrof contractor shall make no Irrigation system substitutions, general design modifications, etc. without the written permission of both the Owner, or his agent, and the landscape architect of record. 20. This/these plan(s) were prepared with Information provided by the Client and/or the project architect or engineer. DWA is not responsible for any errors, etc. resulting from provided, or not provided, lnformution to us. 21. The irrigation and/or general contractor shall contact 'Sunshine State One Call of Florida, Inc: of 800-432-4770 (www.cullsunshine.com) for field locates of utilities before beginning work, 1. INTERIOR OR ZONE # EXTERIOR WALL GPM RECOM, OPERATING TIME TO ROUGHLY APPLY 1" OF WATER A WEEK MINIMUM CLEARANCE r.Z2 FOR DOOR OPENING Q.. w �llJ 3 SPRAY i U =e MODEL ICC-XXUO-M o` CUNT"RUL WIRE IN ELECTRICAL W I— CONDUIT, SIZE AND TYPE operating PER LOCAL CODE it number of days 3/4 POWER 0 ER SPP U LY' CONDUIT --J BOX INSIDE CONTROLLER ,NOTE, CONNECT PER LOCAL CODE SPECIFY 8, i2, l6, 2U, 24, 28, 32, 56, 40, 44, �l8 STATION MODEL CONTROLLER. MOUNT CONTROLLER WiTH LCD SCREEN AT EYE LEVEL, CONTROLLER SHALL BE HARD -WIRED TU GROUNDED 110 or 220 VAC SOURCE, ICC -M CONiROLLER -MULIV IRRIGATION DETAIL —� GENERAL NOTES_ I.ALL EXPOSED IRRIGATION MUST BE PAINTED HUNTER GREEN. 2. THE IRRIGATION LINES, VALVES, ETC. Sl-IOWN WITHIN PAVED AREAS OR OUTSIDE PROPERTY BOUNDARY ARE FOR GRAPHIC DESIGN PURPOSES, ALL LINES,VAL_.VES, ETC. ARE TO BE LOCATED WITHIN LANDSCAPED AREAS AND PROPERTY BOUNDARIES. 3.7-RENCHING WITHIN THE DRIP LINE OF TREES TO REMAIN ON SITE SHALL BE AVOIDED. TUNNELING SHALL BE USED IN LIEU OF TRENCHING WITHIN THE DRIP LINE OF TREES TO REMAIN. 4.1RRIGATION CONTRACTOR SHALL INSTALL AN APPROPRIATE NUMBER OF IRRIGATION HEADS TO COVER THE LANDSCAPE AREA. 5. BUBBLER RLC OUI RED AT EACH TREE. 6. RECLAIMED WATER SHALL BE USED FOR IRRIGATION, 7.IRRIGATION SYSTEM SHALL BE. A LOW WATER USAGE SYSTEM MEETING CITY AND STATE REOUIREMENTS AND GOALS. IRRIGATION LEGEND OIJANTITY 1.5' PVC SCHEDULE 40 IRRIGATION .SLEEVE OF THE SIZE CALLED TBD FOR AT EACH LOCATION WITH OR WITHOUT THE CALLED FOR WIRE SLEEVE INSIDE_. Q INDICATES THE IRRIGATION ZONE /LATERAL NUMBER. 3 OSV SOLENOID VALVE 3 NHUNTED MINI-CLIK RAIN SENSOR (SEE NOTES BELOW) / [C-1 HUNTER ICC -1600 -PL CONTROLLER (SEE NOTES BELOW) I - - - - - - - - AREA OF ZONE COVERAGE —�---- DRIP IRRIGATION LINE OZONE DESIGNATION 4 IRRICATION ZONE LATERAD SCHEDULE TF— w NOTE: GPM IS AN APPROXIMATE, i l EXISTING 6" WATER LINE -- J^ Indicates the approximate location of a HUNTER ACC -99D electric automatic controller for a 2—wire system, Wall mount C the controller in the mechanical room of new building as directed by the owner or his agent. The general contractor shall supply the 120 VAC power supply, and any necessary conduits, to power and operate the irrigation system, (NOTE: The irrigation contractor shall contact the HUNTER representative at 407-359-6334 to coordinate installation of the controller decoders, connectors, etc, for this 2—wire irrigation system.) Indicates the approximate location of a HUNTER Mini—Clik rain switch mounted on the eave of or top of building, R with appropriate fittings and wiring per the manufacturers specifications. Connect the rain sensor wires to the appropriate terminals of the controller. After the initial watering in period, the irrigation and/or general contractor shall reset the rain sensor to shut off at 1/4" of rainfall. Finished grade Flo___ w Qall valve the same —� size pipe -- Appropriately sized 1 rectangular valve box — — -- LIT 11 PVC mainline pilled of the size and tyle called for on the Ilan. 12" deep gravel sum) --•-... �� .� . MICRO ZONE CONTROL KIT/VALVE Indicates concentric ernitter 0.92 CPH ernitf-r- at 12." emitter spacing, in rings around tre palms at 9" line/ring spacing. Indicates the location of an end tree valve installed in a valve box. Indicates a PVC zone/lateral line goinc of the size called for on the plans. INDIVIDUAL TREE MICRO IRRIGATION LAYOUT 1�__ Zone control kit ofll the size and type culled for on the plum. PVC zone/lateral piping of the size and We called for on the plan, NOT TO SCALE Indicates 0.92 GPFI ernitters, at 12" spacing, in lines) layout indicated on the plans. 'lle connectors across all lines. Indicates continuous flow lines for an adjacent tree to elirninate a flush valve requirernent, dicates concentric ernitter 0.92 CPH ernitters, t 12" ernitter spacing, in rings around trees Noires at 9" line/ring spacing, N0'r "ro SCALE i Min, of landscape mulch Subsurface drlpllne tubinq of the emitter size and Spacing_^ L_ culled for on the plan stapled over the rootball. MIn. of 2 tubing drlplinos per rootball Wire staple Rootball of plant called for Oil the plan. DRI PLI NE IN THE LANDS CAPE — NOT To SCALE AN ZONE # TYPE OF ZONE GPM RECOM, OPERATING TIME TO ROUGHLY APPLY 1" OF WATER A WEEK 1 MICRO 2.33 30 MINUTES2 SPRAY w 30 MINUTES +/- 3 SPRAY i 8,88 30 MINUTES ► /- o` _.,J W I— *These recommended operating times should be divided by it number of days a week you would like to run the irrigation system to roughly get each zone's daily running ,time setting to roughly apply 1" of water max, a week, w NOTE: GPM IS AN APPROXIMATE, i l EXISTING 6" WATER LINE -- J^ Indicates the approximate location of a HUNTER ACC -99D electric automatic controller for a 2—wire system, Wall mount C the controller in the mechanical room of new building as directed by the owner or his agent. The general contractor shall supply the 120 VAC power supply, and any necessary conduits, to power and operate the irrigation system, (NOTE: The irrigation contractor shall contact the HUNTER representative at 407-359-6334 to coordinate installation of the controller decoders, connectors, etc, for this 2—wire irrigation system.) Indicates the approximate location of a HUNTER Mini—Clik rain switch mounted on the eave of or top of building, R with appropriate fittings and wiring per the manufacturers specifications. Connect the rain sensor wires to the appropriate terminals of the controller. After the initial watering in period, the irrigation and/or general contractor shall reset the rain sensor to shut off at 1/4" of rainfall. Finished grade Flo___ w Qall valve the same —� size pipe -- Appropriately sized 1 rectangular valve box — — -- LIT 11 PVC mainline pilled of the size and tyle called for on the Ilan. 12" deep gravel sum) --•-... �� .� . MICRO ZONE CONTROL KIT/VALVE Indicates concentric ernitter 0.92 CPH ernitf-r- at 12." emitter spacing, in rings around tre palms at 9" line/ring spacing. Indicates the location of an end tree valve installed in a valve box. Indicates a PVC zone/lateral line goinc of the size called for on the plans. INDIVIDUAL TREE MICRO IRRIGATION LAYOUT 1�__ Zone control kit ofll the size and type culled for on the plum. PVC zone/lateral piping of the size and We called for on the plan, NOT TO SCALE Indicates 0.92 GPFI ernitters, at 12" spacing, in lines) layout indicated on the plans. 'lle connectors across all lines. Indicates continuous flow lines for an adjacent tree to elirninate a flush valve requirernent, dicates concentric ernitter 0.92 CPH ernitters, t 12" ernitter spacing, in rings around trees Noires at 9" line/ring spacing, N0'r "ro SCALE i Min, of landscape mulch Subsurface drlpllne tubinq of the emitter size and Spacing_^ L_ culled for on the plan stapled over the rootball. MIn. of 2 tubing drlplinos per rootball Wire staple Rootball of plant called for Oil the plan. DRI PLI NE IN THE LANDS CAPE — NOT To SCALE AN rZ M& Z z CE JJ CD w W Z o` _.,J W I— Z F LJ w LU co rZ M& Z CD CE JJ U, w W Z 0 Z FL-: U LJ ryW r EPI ENGINEERED PERMITS, INC. 311 SOUTH WOODLAND BIVD. SUITE A DELAND, FL 32726 PHONE: 366-734-6836 FAX: 386-734-8226 CERT NO. 26298 EMAIL: epi�)epieng.net 0 LU o z�, C) SHEET N0, 1 OF 15 Y^ P 2/.9/2017 /0:01:17 AM M: \EDC\CTS Auto \i r rigalionp(rJn07.cLgn LIMITS OF PROJECT AREA 50 FNW WQ PEO Frid.'Y2" R(ibar & Cap "LB 7623" Fnd. 1/2" Rebar & Cap 113 3382" 00 C�) Rebar LO Zf CD Set. '/;?," Rebar Lift Station t W & Ca) "LB 7623" S 89"59'24" E 241.37' oncrete Utility .. .... 248' (P) Pole -7 1 .4' 1= 7�..) ............................ lk............... 4! (E% ... .... .... .... ..... ............. ... .................... ......... . CSI S( FJ Q) ........................... R)Q) �t24' C� ij c h B ai§,y i ............. . . . ... ....... ........ ........ . ........... .... ........ op T El =52,91' .............. ... ... ........ . .... . ....... ................................... ............ . ....... ............... ...... E' ..... . ......... Curb Inlet Wall W.,t�v.:::- 49 W 3102' .......... . ..... T 51 AV a. 236 E. I Skimmer 63.49' 4935' Inv. (16" R.C,P.) J_ . . .... E�'lectd(; Panel. n s�,; C fl (j) QO �)Eot 7J ��.ntiaRt,�Ind 5 10 t Parking Am� ......... . ..... .......... ....... .......... . . LLP ................ . ..... . ....................... .. . . ................................... . .............................. . . ... . .. .......... ........................ . .. ... ...... ........... . . . . ............ ........... — - ------ r; llt 78 I Top of Bank L.o ... ..... . . J .... ................. ........... ........... "z) Gu b� I I D, (P) ................. ........... i ............ ...... .......... ' ............ .. .. I . ....... . . ........... ......... I IE 60 00 ............. .. I R) 2) incj A!. , „ CJ O O ' A.: atch Bif i CUP"O. LIMITS OF PRQ)F qT REA 'rop 5Z ................... 4g W �jo . ............. . .. . . ....... . ........... �j.Z>' Z. C). .... ...... c84 ... ....... .. ............ . 00 7 :7- Q) § 69 .... . . ....... ...................... ............. .......... ... ............ c C ....... .. . . ............... . ... . W 4 .. ... . . ......... .. . ............ „^ ^ %"( , (J �x A C:,urb:(Typical) 3 �x 6 !te S dewalk ......................................... \.A ................ .... . ...... . ...................... .Q O' 02 . .................... J N,% N�) -v ... . ..... ..... ...... . . . . N, , ) - O DRY RETENTRDN POND F k . ........................... N, Q) Z Q UD 2 OP08ED; EC' PACK �1 -HT > P WALL PTIV��' �j t _,I �x LL LK7_ (I , 1 WrL � an 1 N,. PROPOSED O BUILDING -5; 6,219 SF co jT Q)_ N�' LO Q N C) r Q) P p) 1:3( Q) r O C I f' n ?/ 11 4 LEGEND El WALL PACK [0 DECORATIVE LIGHTING SHEET REFERENCE I 0 5 20 Feet Wood Utility pole Guy Anchor. (Less Road Right -of -Way) Wood Utility Pole Fnd, 1/7" Rebar (No Identification) ........ ... Ci' Chain Link Fence is 0.11S 5' Concrete Walkway 2' Curb & Gutter LIMITS OF PROJECT AREA Less Road Right -of -Way LIGHT FIXTURE TAB[ F '1 71111111''! �Ipjqj, I; I I I : 1111 Ill 17 71 MEDIUM LED WALL PACK (SWM) DIMENSIONS 10.61 8.07" 48 5,24" LIGHT NUMBER VENDOR MODEL WATTAGE TYPE COLOR VOLTAGE FINISH MOUNTING OPTIONS EPA` I LSI INDUSTRIES XDLSA 3 7/ LED CW UE BLACK WALL PCII20 NIA LSI INDUSTRIES SWM 2 42 LED CW UE GBZ WALL TBD NIA DELAND, FL 32720 PHONE: 386-734-0830 FAX: 386-7348226 CERT N0.26298 EMAIL: epigepleriy,net m R CD LU LL -1 Z 0 _j Lli LU LLJ ENGINEERED PERMITS, INC. R 21912017 /0:0/:58 AM M:\EDC\ETi" Auto \Hght1ngp1cjn07.dgn If SHEET NO, 120F CD LU LL -1 Z 0 LU ENGINEERED PERMITS, INC. 311 SOUTH WOODLAND BIVD. SUITE A DELAND, FL 32720 PHONE: 386-734-0830 FAX: 386-7348226 CERT N0.26298 EMAIL: epigepleriy,net 21912017 /0:0/:58 AM M:\EDC\ETi" Auto \Hght1ngp1cjn07.dgn If SHEET NO, 120F 15 Frid. V2" Rebar A. On" "I f'�z 7W)'10 LIMITS OF PROJECT AREA Wood Utility Pole Guy Anchor (Less Road Right -of -Way) RIW 60' EXISTING R/W —EXISTING ASPHALT PAVEMENT 37.37' 52,46 i MEG 52A4 52.46 j — — — — — — — — — — — — — — — — — — — — — — — — — — — — --- — — — — — — — — — — — — — — — — — - 17,68'_D_ 24' 38.87' Wood Utility Pole Find. 1/2" Rebar (No Identification) 'Ch6 ain Link Fence is 0A, S 5' Concrete Walkway 2' Curt. & Gutter LIMITS OF PROJECT AREA _ess Road Right,-ofWay P1912017 SECTION A -A DRIVEWAY PROFILE NTS 10:02:39 AM L Rr, SHEET D REFERENCE I 0 5 20 6zzpmum�Wl Feet 39.25' PAVED DRIVEWAY V:\[--DC\ETS Auto \FD0Tp1(7f)07.dgn ­ 19.55'- 53.28 52.88 2.0% N E aj C) C) Li 0 ?_: LU _j 6 (D z QD E. C) < CD _E Ltj j cr_ L_U EPI LU C/D E aj ENGINEERED PERMITS, INC. 311 SOUTH WOODLAND BIVD. SUITE DELAN D, FL 32720 PHONE: 386-734-0830 FAX: 380-734-8226 CERT NO. 26298 EMAIL: epiUeplengmot C) Li 0 ?_: _j 6 QD E. Lij CD _E Ltj cr_ EPI ENGINEERED PERMITS, INC. 311 SOUTH WOODLAND BIVD. SUITE DELAN D, FL 32720 PHONE: 386-734-0830 FAX: 380-734-8226 CERT NO. 26298 EMAIL: epiUeplengmot SHEET NO, 130F 15 0 ?_: _j 6 QD E. _E Ltj q-. ui SHEET NO, 130F 15 2" R JOINT SEAL 4 4 :41 R 5" CONCRETE V2 " EXP. JOINT AND PREFORMED JOINT FILLER 12" STABILIZED SUBGRADE 6" CURB DETAIL TYPE D Cl 6" (b 6" CURB DETAIL TYPE F -L - 3 ) DIAMOND GRADE TOP 5/-/ 11211 FRONT R I - 1 30" x 30" LNG. GRADE REFLECT I VE SHEET I NG FOR RES I DENTAL ROADS OR 36" x 36" ENG. GRADL REFLECT I VL SHLLT I NG FOR RES I DENTAL ROADS W/ 0 LOCAL COLLECTOR ROADS OR 36" x 36" 0 HI GH I NTFNG I TY GRADE REFLECT I VE 0 SHEET I NG FOR 4 -WAY STOP LOCAL 0 COLLECTOR ROADS. MOUNTED ON POSTS 0 W1 TH BOLTS 0 0 0 0 14'-0" x 3 112" x 3 Lb/R. - HOT DI PPED GALVANIZr'D U--CI-IANNLI- POST 0 0 0 NATURAL GROUND \1 0 X I'M X15 'X Xx /0 /X 0 0 X 0 EDGE OF 6'-0" 1'0 8'-0" PAVEMENT f UGI /T BICYCLE PARKING DETAIL TMIII CLE) 12"t `4 (TWO PER CURB STOP) II II LO 'T 6"0" WHEEL STOP DETAIL 0.57 A41N VARIES 6"-3,000 PSI CONCRETE W1 6X6 WINM TYPE D CURB -J 12" SUDGRADE STABILIZED TO 98;1 MAX. DENSITY A.A.S.H.T.O., T-180, TYPICAL CONCRETE PAVEMENT SECTION 211 z" FIGURE H-2 HANDICAP SIGN & PARKING SPACE STANDARDS 4' MIN. FIGURE H-3 PASSENGER LOADING ZONES City of Sanford HANDICAP SIGN/PARKING FIGURE & PASSENGER H-2 Department of Planning & V-�pNi LOADING ZONES -3 Development Services Date: Drawn By, H 6/29/2011 M. JONES 0 z U, WHITE THERMOPLASTIC HANDICAP SYMBOL 12'-V' (INSIDE DIMENSION) 4' HIGH 6" DIAMETER GALVANIZED STEEL PIPE BOLLARD (TYP.) v v V v i-; Lij Lij uj 4 SOLID u - n WASTE CONTAINER 0 1, CID n 4 E "THICKCONCRETE . SLAB > M4 REBAR c 12" O.C.E.W, F� 44- q c aCY • 4- ;�4 iO' CLEAR GTE ENING (MIN.) .4 v 4. APPROACH SLAB C() 17 5/-/ 11211 FRONT R I - 1 30" x 30" LNG. GRADE REFLECT I VE SHEET I NG FOR RES I DENTAL ROADS OR 36" x 36" ENG. GRADL REFLECT I VL SHLLT I NG FOR RES I DENTAL ROADS W/ 0 LOCAL COLLECTOR ROADS OR 36" x 36" 0 HI GH I NTFNG I TY GRADE REFLECT I VE 0 SHEET I NG FOR 4 -WAY STOP LOCAL 0 COLLECTOR ROADS. MOUNTED ON POSTS 0 W1 TH BOLTS 0 0 0 0 14'-0" x 3 112" x 3 Lb/R. - HOT DI PPED GALVANIZr'D U--CI-IANNLI- POST 0 0 0 NATURAL GROUND \1 0 X I'M X15 'X Xx /0 /X 0 0 X 0 EDGE OF 6'-0" 1'0 8'-0" PAVEMENT f UGI /T BICYCLE PARKING DETAIL TMIII CLE) 12"t `4 (TWO PER CURB STOP) II II LO 'T 6"0" WHEEL STOP DETAIL 0.57 A41N VARIES 6"-3,000 PSI CONCRETE W1 6X6 WINM TYPE D CURB -J 12" SUDGRADE STABILIZED TO 98;1 MAX. DENSITY A.A.S.H.T.O., T-180, TYPICAL CONCRETE PAVEMENT SECTION 211 z" FIGURE H-2 HANDICAP SIGN & PARKING SPACE STANDARDS 4' MIN. FIGURE H-3 PASSENGER LOADING ZONES City of Sanford HANDICAP SIGN/PARKING FIGURE & PASSENGER H-2 Department of Planning & V-�pNi LOADING ZONES -3 Development Services Date: Drawn By, H 6/29/2011 M. JONES 0 z U, WHITE THERMOPLASTIC HANDICAP SYMBOL 12'-V' (INSIDE DIMENSION) 4' HIGH 6" DIAMETER GALVANIZED STEEL PIPE BOLLARD (TYP.) 10 x 12 SINGLE ENCLOSURE DESIGN PAD 10 x 12 SINGLE ENCLOSURE ELEVATION THE ENCLOSURE SHALL BE coPisTRUCTED OF LONG LASTING, DURABLE, LOW MAINTENANCE, AND OPAQUE MATERIALS. 4" DIAMETER GALVANIZED HINGE POST (MIN.) LOCKABLE DOUBLE HUNG GATES W1 SCREENING MATERIAL. AND FOOT BOLTS — FINISHED PAVEMEN r GRADE NOTES: t SOLID WASTE CONTAINERS SHALL BE LOCATED A MINIMUM OF 6 FEET FROM ANY STRUCTURE OR BELOW ANY OBSTRUCTING WIRES OR OTHER OBSTRUCTIONS. 2. A MINIMUM OF 50 FEET CLEAR BACKUP SPACE FROM 'THE FRONT OF "THE ENCLOSURE IS REQUIRED FOR SERVICING. PARKING AND LANDSCAPED AREAS MAY NOT BE USED FOR THIS PURPOSE. 1 PAD TO BE CONSTRUCTED OF EITHER 3000 PSI, V CONCRETE, W]6x6,10/10 W.W.M., OR 41" CONCRETE, #3'S AT 12" 0.0. APPROACH PAD TO BE OF SAME COMPOSITION. 4. THE ENCLOSURE SHALL BE 6 FEET HIGH OR 6 INCHES HIGHER 'THAN THE CONTAINER HEIGHT, WHICHEVER is GREATER, WITH OPAQUE GATES OR DURABLE SCREENING, 5, BACKING INTO RIGHTS-OF-WAY TO SERVICE CONTAINERS SHALL NOT BE PERMITTED, City of Sanford Department of Planning & Development Services 21912017 10:05:38 AM M:\EDC\E7-S Auto\det(7fls07.dgn n Kl-`=I- 3 C) 15 z C/D i-; Lij Lij uj 4 SOLID u - n WASTE CONTAINER 0 LLl CID n 4 E "THICKCONCRETE V SLAB M4 REBAR c 12" O.C.E.W, F� 44- q c aCY • 4- ;�4 iO' CLEAR GTE ENING (MIN.) .4 v 4. APPROACH SLAB 10 x 12 SINGLE ENCLOSURE DESIGN PAD 10 x 12 SINGLE ENCLOSURE ELEVATION THE ENCLOSURE SHALL BE coPisTRUCTED OF LONG LASTING, DURABLE, LOW MAINTENANCE, AND OPAQUE MATERIALS. 4" DIAMETER GALVANIZED HINGE POST (MIN.) LOCKABLE DOUBLE HUNG GATES W1 SCREENING MATERIAL. AND FOOT BOLTS — FINISHED PAVEMEN r GRADE NOTES: t SOLID WASTE CONTAINERS SHALL BE LOCATED A MINIMUM OF 6 FEET FROM ANY STRUCTURE OR BELOW ANY OBSTRUCTING WIRES OR OTHER OBSTRUCTIONS. 2. A MINIMUM OF 50 FEET CLEAR BACKUP SPACE FROM 'THE FRONT OF "THE ENCLOSURE IS REQUIRED FOR SERVICING. PARKING AND LANDSCAPED AREAS MAY NOT BE USED FOR THIS PURPOSE. 1 PAD TO BE CONSTRUCTED OF EITHER 3000 PSI, V CONCRETE, W]6x6,10/10 W.W.M., OR 41" CONCRETE, #3'S AT 12" 0.0. APPROACH PAD TO BE OF SAME COMPOSITION. 4. THE ENCLOSURE SHALL BE 6 FEET HIGH OR 6 INCHES HIGHER 'THAN THE CONTAINER HEIGHT, WHICHEVER is GREATER, WITH OPAQUE GATES OR DURABLE SCREENING, 5, BACKING INTO RIGHTS-OF-WAY TO SERVICE CONTAINERS SHALL NOT BE PERMITTED, City of Sanford Department of Planning & Development Services 21912017 10:05:38 AM M:\EDC\E7-S Auto\det(7fls07.dgn n Kl-`=I- 3 C) 15 z C/D i-; Lij Lij n LL] LLl CID E 5 zO- 15 t F. � )kt°� j " i-; Lij LLl Lu n E P ENGINEERED PERMITS, INC. 311 SOUTH WOODLAND GIVD. SUITE A DELAND, FL 32720 PHONE: 386-734-0830 FAX: 386-734-8226 CERT NO. 26298 EMAIL: epiftiengmet SHEET NO, 140F 15 t F. � )kt°� j " i-; I SQUARE CUT EDGE OF EXISTING TRENCH WIDTH VARIES SEE NOTE 10 Imo_ PAVMENT (TYP.) W/ SIZE OF PIPE .- FINISHED GRADE 2" MIN. ASPH_//r r ALTIC CONC. /\ � WHEN FLEXIBLE P VEMENT 15 CUT. SEE NOTE 2j ANGLE MAY VARY----,,, d s a z Z w ��\:\� SEE NOTE V / PIPE O.D. / r 6" (TYP), SELECT COMMO o w FILL q 0. \/ Eo z w w �rQ�Y--- BEDDING RV K °' CFL PIPE BEDDING \ ny Ono o o4loYlo�1��\\: (SEE NOTE 8 & 9) UNDISTURBED NOTES: EARTH 1. PIPE BEDDING: SELECT COMMON FILL COMPACTED TO 95f -THE MA M M ITY AS PER AASHTO T-180. 2. TRENCH BACKFILL: COMMON FILL COMPACTED TO 95r-TRC-I;R3(lKfUM71)ENSTTY-W -HETI +%ASF1T0 T-160. FLOWABLE FILL, 100--125 P.S.I., SHALL BE USED WHERE EXISTING PAVED AREAS ARE AFFECTED. SEE SECTION 32.8.4 OF UTILITY MANUAL FOR DESIGN MIX. 3. USE OF TYPE A BEDDING TO BE DETERMINED IN THE FIELD AS DIRECTED BY THE CITY. 4. 15" MAX. FOR PIPE DIAMETER LESS THAN 24" AND 24" MAX. FOR PIPE DIAMETER 24" AND LARGER. THE MINIMUM DISTANCE SHALL EQUAL THE OUTSIDE DIAMETER OF THE PIPE. 5. WATER SHALL NOT BE PERMITTED IN THE TRENCH DURING CONSTRUCTION. 6. ALL PIPE TO BE INSTALLED WITH BELL FACING UPSTREAM TO THE DIRECTION OF THE FLOW. 7. REFER TO SECTION 32.5 OF THE MANUAL FOR SHEETING AND BRACING IN EXCAVATIONS. SHALL COMPLY WITH STATE OF FLORIDA TRENCH SAFETY ACT, 6. GRAVITY SEWERS SHALL UTILIZE TYPE A BEDDING IF REQUIRED BY THE CITY. BEDDING DEPTH SHALL BE 4" MINIMUM FOR PIPE DIAMETER LESS THAN 15" AND 6" MINIMUM FOR PIPE DIAMETER 16' AND LARGER. 9. DEPTH FOR REMOVAL OF UNSUITABLE MATERIAL SHALL GOVERN DEPTH OF BEDDING ROCK BELOW THE PIPE. THE CITY SHALL DETERMINE IN THE FIELD IF REMOVAL OF UNSUITABLE MATERIAL IS REQUIRED TO REACH A SUITABLE FOUNDATION. 10. ALL UNPAVED DISTURBED AREAS SHALL BE SODDED TO MATCH ADJACENT DOMINATE GRASS SPECIES. 11. FINAL RESTORATION IN IMPROVED AREAS SHALL BE IN COMPLIANCE WITH ALL APPLICABLE, REGULATIONS OF GOVERNING AGENCIES. SURFACE RESTORATION WITHIN CITY RIGHT-OF-WAY. SHALL COMPLY WITH REQUIREMENTS OF RIGHT-OF-WAY UTILIZATION REGULATIONS, TYPE A BEDDING AND OPEN -CUT DETAIL CITY OF SANFORD 1999 FIG. 100 PVC PIPE COLORS GRAVITY SEWER: SOLID LIGHT GREEN FORCE MAIN: SOLID LIGHT GREEN TYPICAL PIPE-,, 4" TO 6" PIPE - 6" TAPE IS CENTERED ALONG TOP HALF OF PIPE. -� SEWER LINE SEWER LINE 10" TO 18" PIPE - 6"TAPE IS PLACED ALONG BOTH SIDES OF TOP HALF OF PIPEc-- 3NIl d]M33 3Nf1 d3M75 ]NH d]M7: -� SEWER UNE SEWER LINE SEWER UNE 20" AND LARGER PIPE - TAPE IS PLACED ON BOTH SIDES OF THE TOP HALF OF THE PIPE WITH A THIRD STRIP CENTERED ALONG TOP HALF OF PIPE. 3NI1 d3M13 31,11 d3.33 ]NIT d3M7: L•;' SLWLR UNE ' SEWER UNE ;EWER UNE SEWER UNE r SEWER UNE PAPER BACKED ADHESIVE VINYL TAPE (TYPICAL) -\ F- 12 --i \ 1/1, ER UNf MAX. SEWER UNE I" SCwEH UN/E,�/--- FOR SEWER LINES -/TAPE SHALL BE GREEN WITH BLACK LETTERING. J FOR SEWER FORCE MAIN - TAPE SHALL BE BROWN WITH BLACK LETTERING. TAPE SHALL RUN FROM JOINT TO JOINT ALONG THE LENGTH OF THE PIPE. ALL FORCE MAINS AND _DUCTILE IRON. GRAVITY -LINES WITH IDENTIFICATION TAPE NTS PIPE IDENTIFICATION (SEWER - FORCE MAIN AND GRAVITY) CITY OF SANFORD 1999 FIG. 108 LOr WYE WITH 6' BRANCH - LINE \ EWER MAIN SIZE VARIES 5' MAX. 6" A.'i -�. -WYE WITH BEND 6" BRANCH ~�'`+. SERVICE CLEAN-OUT ti1-- E (SEE NOTE 2) YIL REMOVABLLEE ' PERMANENT PLUG (TYP) SERVICE CLEAN-OUT PWG (fYP) (SEE NOTE 2) LOT LINE z i \ TYPICAL LOCATION OF T LOCATOR DEVICE 6" 45 'x ' r BEND SERVICE CLEAN-OUr PLAN (SEE NOTE 2) TERMINAL DEPTH AS. REQUIRED FOR FINISHEU GRADE - SLOPE T G" PVC TERM NAL DEPTH AT 1.0:G MIN. (TYP) ('j•�.. _ / U� " 3Q FATE {`�-'�� .-SPRING LINE 6PVC TERMINAL DEPTH 30' (TYP.) AS REQUIRED FOR (SEE NOTE 1) SERVICE (3' MIN.) -SEWER MAIN (TYP.) SINGLE DOUBLE r-- SERVICE SERVICE PROFIL NOTES: 1. INVERT OF LATERAL SHALL NOT ENTER SEWER MAIN BELOW SPRING LINE 2. SERVICE CLEAN -OUTS SHALL BE INSTALLED AT TIME OF BUILDING CONSTRUCTION BY THE CONTRACTOR. S. CITY APPROVED ELECTRONIC LOCATING DEVICE SHALL BE INSTALLED AT THE END OF EACH SERVICE STUB -OUT. 4. RESIDENTIAL SERVICES SHALL BE 4 INCHES & NON-RESIDENTIAL SERVICES SHALL BE 6 INCHES IN DIAMETER AS A MINIMUM. 5. ELECTRONIC LOCATOR DEVICES SHALL BE PLACED ADJACENT TO THE STUBOU'f FOR EACH SERVICE. (SEE SECTION 43.4 OF THE UTILITIES MANUAL). SANITARY SEWER LATERAL DETAIL CITY OF SANFORD 1999 FIG. 204 UNDISTURBED -\ SOIL (TYP.) EDGEOF TRENCH (TYP.) AREA FOR PLUG P_j wmmvc. .: CR055._W/PLUG TWO PLUGS /- AREA F //-AREA TEE WOOD BLOCKING (TYP.) AREA FOR PLUG T TEE TEE W/PLUG AREA FOR AREA FOR � 45° BEND TEE _ vaL. A AREA FOR PLUG \ TEE W/ WYE END PLUG THRUST BLOCK DETAILS CITY OF SANFORD 1999 I FIG. 1 03A PVC PIPE COLOR WATER MAIN: BLUE TYPICAL PIPE 2" TO 8" PIPE - 6" TAPE IS CENTERED ALONG TOP HALF OF PIPE.-� 4 LG.'ll�l1�T%l%%7/TTl%TITlT7,-i x-, POTABLE WATER MAIN POTABLE WATER MAIN 10" TO 18" PIPE - 6" TAPE IS PLACED ALONG BOTH SIDES OF TOP HALF OF PIPE.. -- NIMH 431YM 31WYlOd NIMH d31YM 3KV10d NIVM N31YM 318V Od POTAOLE WATER MAIN POTAOLE WATER MAIN POTABLE WATER MAIN 20" AND LARGER PIPE - TAPE IS PLACED ON BOTH SIDES OF THE TOP HALF OF THE PIPE WITH A THIRD STRIP CENTERED ALONG TOP HALF OF PIPE. - \. NY Y V IYH d31 M 310 lOd NIYN d31YM 31tl lOd NIVM 431vM 310Y1Od 'POTADLE WATER MAIN POTAOLE WATER MAIN � POTABLE WATER MAIN .rr-rr ^r�rri'r rTr; z�.;n- PO(AdLE WATER MAIN POTAOLE WATER MAIN A POTABLE WATER MAINr PAPER BACKED ADHESIVE TAPE (TYPICAL) - --- - 12" L - ER MAIN MAX.MAX• POTABLE WAIER MAIN 1" POTADLE WATER NAIN 4I 6 INCHE5 11 1� BLUE PAPE WITH BLACK PERMANENTLY IMPREGNATED LETTERING SHALL BE USED. THE TAPE SHALL RUN FROM JOINT TO JOINT ALONG THE PIPE. POTABLE WATER MAIN WITH IDENTIFICATION TAPE NTS PIPE IDENTIFICATION (POTABLE WATER) CITY OF SANFORD 1999 FIG. 110 OFFSET (AS REQ'D) -- EDGE OF CROSSCUT - BENDS WOOD FORM BOARDS BEHIND BELL SHALL NOT INTERFERE UNDISTURBED WITH JOINT (TYP.) SOIL (TYP.) CONCRETE THRUST = BLOCK (TYP.) 2 TRENCHWIDTH - - c1 X THRUST -n - THRUST BLOCK t.J FITTING MIN. AREA (SQ. FT.) CONCRETE THRUST BLOCK NOTES: 1. THRUST BLOCK BEARING AREAS SHALL BE POURED AGAINST UNDISTURBED MATERIAL. WHERE TRENCH WALL HAS BEEN DISTURBED, EXCAVATE ALL LOOSE MATERIAL AND EXTEND TO UNDISTURBED MATERIAL. 2. EXTEND THRUST BLOCK FULL LENGTH OF FITTINGS. JOINTS, NUTS AND BOLTS SHALL NOT BE COVERED BY THRUST BLOCKS. FITTINGS SHALL BE PROTECTED BY POLYETHYLENE FILM (8 MIL.) PRIOR TO PLACING CONCRETE THRUST BLOCK. 3. ROUGH BLOCKING FORMS SHALL BE USED ALONG SIDES OF THRUST BLOCKS AS REQUIRED. 4. THRUST BLOCKS SHALL BE USED IN COMBINATION, AS REQUIRED TO SUIT THE SPECIFIC FITTING ARRANGEMENT. 5. ALL WOOD BLOCKING SHALL BE PRESSURE TREATED WITH PRESERVATIVE IF FORMS ARE TO REMAIN IN PLACE. 6. ALL THRUST BLOCKS SHALL BE ALLOWED TO SET FIVE (5) DAYS BEFORE PRESSURE TESTING, UNLESS HIGH EARLY STRENGTH CONCRETE IS USED AND CITY HAS APPROVED A SHORTER PERIOD. SC-� r HEDULE FOR THRUST BLOCK AREAS" PIPE_ 90 4'22-1/2 11-1/4 E RENO ULNO NENB OEND pNCNES) (SO rp (S) r0 (SQ FT) (SQ I'D TEE & DESIGN PLUG PRESS (SQ n) (P,) 4 6 - -- y6„ 29 10 10" 44 12 14„ - 16„ 65 18„ 20„ 24„ Tie .�aw�sa�. Ti atiaEn�wvwwvrin on a.;� a • TO BE COMPUETED BY ENGINEER. EDGE OF TRENCH THRUST BLOCK DETAILS CITY OF SANFORD 1999 FIG. 103B GROUND LEVEL -\ uV 1s VINYL CONTINUOUS MAX. 36" /- WARNING TAPE i MIN. TYPICAL UTILITY PIPE GENERAL NOTES: A. ALL UTILITY PIPES SHALL BE INSTALLED WITH 6 INCH WIDE VINYL CONTINUOUS NON- METALLIC TAPE, FOR IDENTIFICATION AND WARNING PURPOSES, BURIED ABOVE THE PIPE AT A MAXIMUM DEPTH DEPTH OF 18 INCHES OR AS APPROVED BY THE CITY. IT SHALL BE COLOR CODED AND WORDED AS FOLLOWS: 1. POTABLE WATER 3. GRAVITY SEWER A. COLOR: BLUE WITH BLACK LETTERING. A. COLOR: GREEN WITH BLACK LETTERING. B. LETTERING: "CAUTION: WATER LINE B. LETTERING: "CAUTION: SEWER LINE BURIED BELOW" OR SIMILAR WORDING. BURIED BELOW" OR SIMILAR WORDING. 2. RECLAIMED WATER 4. SEWER FORCE MAIN A. COLOR:PURPLE WITH BLACK LETTERING. A. COLOR: BROWN WITH BLACK LETTERING. B. LETTERING: llCAUTION: RECLAIMED WATER U. LETTERING: "CAUTION: SEWER FORCE LINE BURIED BELOW" OR SIMILAR MAIN BURIED BELOW" OR SIMILAR WORDING. WORDING. B, 10 GAUGE SOILD COPPER WIRE W/600V INSULATOR, CONTINUOUS COLOR SHALL BE INSTALLED ALONG ALL PRESSURIZED MAINS. USE PRE -FILLED DRI -SPLICE WIRE CONNECTORS W/CRIMP SLEEVE FOR ALL WIRE SPLICING, (SPEARS DE -400 or APPROVED EQUAL), THE WIRE SHALL BE LOOPED AND TIED TO ALL VALVE BOXES, (SEE FIG. 400). UTILITY PIPE WARNING_ TAPE (S EWE__-_ R POTABLE._ )VATER, AND RECLAIMED WATER) CITY OF SANFORD 2014-9 FIG. 111 MINIMUM LENGTH (FT) TO BE RESTRAINED ON EACH SIDE OF FITTING(S). DIP: CL350 90° BEND PIPE SIZE ----- 4„ 22 - -- y6„ 29 8„ 3l 10" 44 12„ 52 14„ - 16„ 65 18„ 20„ 24„ 45 MEND 10 12 15 _ 18 21 - 27 MAIN WATER� < < CENTERED ON OPERATING NUT 22-1/2' BEND 5 (j 7 9 10 - 41 ? - DIRECTION & NO. TURNS 70 OPE N 11-1/4° BEND- 3 3 44 14 5- - 9 PLUG OR BRANCH OF TEE 5 5 44 �� 4 109 -6 140 --- 2 - NOTES: 1. FITTINGS SHALL BE RESTRAINED JOINT TYPE, 2. INSTALL FULL LENGTHS OF PIPE WITH 'TOTAL LENGTH CONTAINING ONLY RESTRAINED JOINTS EQUAL TO OR GREATER THAN LENGTH SHOWN IN TABLE. 3. WHERE TWO OR MORE FITTINGS ARE TOGETHER, USE FITTING WHICH YIELDS GREATEN LENGTH OF RESTRAINED PIPE. 4. IN LINE VALVESD AN IHR OUC hl RUN N OF TEES OUTSIDE LIMITS OF RESTRAINED JOINTS FROM OTHER FITTINGS NEED NOT BE RESTRAINED UNLESS OTHERWISE INDICATED. 5. L_F flS OWN NG h SHOWN I I N THE TABLE HAVE BEEN CALCULATED IN ACCORDANCE W I WITH THE PROCEDURE OUTLINED IN THRJSi RESTRAINT DESIGN FOR DUCTILE IRON PIPE" AS PUBLISHED BY DIPRA, WITH THE FOLLOWING ASSUMPTIONS: TYPE OF PIPE: __-_ WORKING PRESSURE: _------P.S.I. SOIL DESIGNATION:__---_.-_ « LAYING CONDITIONS:_______ '1`0 BE COMPLETED BY THE ENGINEER 6. FOR HDPE PIPE OR PIPE ENCASED IN POLYETHYLENE, USE VALUES GIVEN IN PARENTHESES OR INCREASE THE GIVEN VALUE BY A FACTOR OF 1.5. RESTRAINED PIPE TABLE ( DIP ) CITY OF SANFORD 1999 FIG. 1048 SET TOP OF VALVE BOX-- COVER (SEE FIGURE 115) TO FINISHED GRADE CONCRETE PAD FINISHED GRADE IN UNPAVED AREAS (SEE FIGURE 107) L.-J----ADJUSTABLE -1- -------ADJUSTABLE CASE IRON 4 6" VALVE BOX SEE NOTE 2 - ----- --•v._ � 121 1 4 16 " 18" BOX SHALL REST ON RESILIENT SEAT -- 90° BEND BEDDING ROCK NOT M. J. GATE VALVE ``-_ 56 ONDVALVESHALOR PIPE AL REBAU GONG. PAD -STAMP AS— (8 MAIN WATER� < < CENTERED ON OPERATING NUT 1. 10 GAUGE SOILD '2. USE PRE -FILLED COPPER WIRE W/DRI-SPLICE WIRE 6" BEDDING ROCK 600V INSULATION CONNECTORS W/CRIMP CONTINUOUS COLOR. SLEEVE FOR ALL WIRE SPLICING. (SPEARS DS -400 Or APPROVED EQUAL) NOTES: 1. IF VALVE BOX RISER IS REQUIRED, USE PVC C900 PIPE EXTENSION AND NOTCH RISER FOR TRACER WIRE. 2. THE ACTUATING NUT FOR DEEPER VALVES SHALL BE EXTENDED 70 WITHIN 4 FOOT DEPTH BELOW FINISHED GRADE. 3. CONTRACTOR SHALL PROVIDE THE CITY WffH VALVE KEYS IN ACCORDANCE WITH SECTION 52.4 OF THE UTILITIES MANUAL. GATE VALVE AND BOX DETAIL CITY OF SANFORD 2014-9 FIG. 400 MINIMUM LENGTH (FT) TO BE RESTRAINED ON EACH SIDE OF FITTING(S). PVC:C-900/905 PIPE SIZE 4 6" 8 ' 10 " 121 1 4 16 " 18" 20 „ 24 90° BEND / 44 56 6 AL REBAU GONG. PAD -STAMP AS— (8 .zaw ALL AROIJND - REQ'D. 45" BEND 15 18 23 27 32 - 41 ? - DIRECTION & NO. TURNS 70 OPE N 22-1/2' BEND 8 9 11 14 15 - 9 11-1/4° BEND 5 5 6 6 U`) 2 - PLUG OR BRANCH 0 TEE Q �J C1 J �j 6 1 4 1 64 --]> -- /_ 1 V BY CITY) VALVES 16 INCHES ._AND NOTES: 1. FITTINGS SHALL BE RESTRAINED JOINT TYPE. 2. INSTALL FULL LENGTHS OF PIPE WITH TOTAL LENGTH CONTAINING ONLY RESTRAINED JOINTS EQUAL TO OR GREATER THAN LENGTH SHOWN IN TABLE. 3. WHERE TWO OR MORE FITTINGS ARE TOGETHER, USE FITTING WHICH YIELDS GREATEST LENGTH OF RESTRAINED PIPE. 4. IN LINE VALVES AND THROUGH RUN OF TEES OUTSIDE LIMITS OF RESTRAINED JOINTS FROM OTHER FITTINGS NEED NOT BE RESTRAINED UNLESS OTHERWISE INDICATED. 5. LENGTHS SHOWN IN THE TABLE HAVE BEEN CALCULATED IN ACCORDANCE WITH THE PROCEDURE OUTLINED IN "THRUST RESTRAINT DESIGN FOR DUCTILE IRON PIPE" AS PUBLISHED BY DIPRA, WITH THE FOLLOWING ASSUMPTIONS: * TYPE OF PIPE: -_-_ HDP_E_____ R WORKING PRESSURE: _---___P.S.I.----------- P.S.1. +: SOIL DESIGNATION:--______ -______-___ * LAYING CONDITIONS:______- _-_-___-_-_ * TO BE COMPLETED BY THE ENGINEER RESTRAINED PIPE TABLE ( PVC -HDPE ) CITY OF SANFORD 1999 FIG. 104A CORPORATION MARK WITH WOOD CORPORATION Y-BRANCfI STOP (1" MIN.) PAINTED IDENTI- SfoP (1" MIN.) FITTING CAL COLOR & (i" x3/4' WITH LOT NUM- x 3/4") 1 BEflS CURB STOP i CURB STOP -- 2 EA. (SEE NOTE 3) 2 ? : 5' MAX rc PROPERTY LINE TUMNG TUBING PROPERTY (1" MIN.) (1" MIN.) LINE SINGLE METER BOX AND INDIVIDUAL METER BOXES & WATER METER UP TO 2" WATER METERS UP TO 2" (BY CITY OF 5ANFORD) (BY CITY OF SANFORD) SINGLE SERVICE DOUBLE SERVICE 10 GAUGE SOILD COPPER WIRE W/ CORPORATION STOP600V INSULATION DOUBLE CHECK & FITTING VALVE (NORMALLY OPEN) CONTINUOUS COLOR. LOCATING WIRE ALONG MAIN. USE PRE -FILLED DRI -SPLICE WIRE � \ CONNECTORS W/CRIMP SLEEVE FOR ALL WIRE SPLICING. YOKE BAR (SPEARS DS -400 or METER APPROVED EQUAL) - T AWWA TYPE CURB STOP CC THREADS WATER MAIN TYPE FLEXIBLE COPPER OR CTS POLYETHYLENE SADDLE TUBING (1" MIN) NOTES: 1. ALL FITTINGS SHALL BE BRASS WITH COMPRESSION/PACK JOINT TYPE CONNECTIONS. 2. NO SERVICE LINE SHALL TERMINATE UNDER A DRIVEWAY. 3. EACH SERVICE SHALL TERMINATE AT A CURB STOP(S) WHICH SHALL BE BURIED APPROXIMATELY 3" BELOW FINAL GRADE AND SHALL BE CLEARLY MARKED WITH A 2" x 2" x 18" STAKE WITH THE TOP PAINTED BLUE AND MARKED WITH THE NUMBER OF THE LOT(S) TO BE SERVED. 4. RECLAIMED WATER SERVICES SHALL BE PAINTED PURPLE (COPPER) OR USE PURPLE COLORED CTS POLYETHYLENE TUBING, 5. POTAULE WATER SERVICES SHALL DE PAINTED BLUE (COPPER) OR USE BLUE COLORED CTS POLYETHYLENE TUBING. WATER SERVICE CONNECTION DETAIL CITY OF SANFORD 2014-9 FIG. 405 30" x 30" x6" TK. I E71 CONC. PAD FLUSH LL. WITH FINISHED GRADE) J 3" DIA. BRONZE 2" 3" DIA. BRONZE DISC f- - L1J >. F - TK. DISC ANCHORED IN ANCHORED IN CONC. PAD Uu1S AL REBAU GONG. PAD -STAMP AS— STAMP AS REQ'D. -� .zaw ALL AROIJND - REQ'D. SIZE OF VALVE - G d q,• ' TYPE OF VALVE - --' wnta SERVICE ? - DIRECTION & NO. TURNS 70 OPE N q APPLICABLE VALVE BOX AND COVER (SEE FIG. 115) 2 - ANCHORS 3000 P.S.I. MIN. (TO BE APPROVED CONC. MIN. BY CITY) VALVES 16 INCHES ._AND LARGER - 6" TK. CONC. PAD (FLUSH WITH z'+' FINISHED GRADE) _.4_ 2" a - 4 REBARS --'� a= ALL AROUND 'd WATER 24' < d APPLICABLE VALVE BOX AND COVER 4 -- (SEE FIG. 115) VALVES SMALLER THAN 16 INCHES VALVE BOX PAD DETAIL CITY OF SANFORD 1999 FIG. 107 DOUBLE CHECK OR REDUCED PRESSURE ZONE DETECTOR ASSEMBLY AS APPROVED BY THE CITY -- TEST COCK (TYP.) --- FLANGED -..... 90' BEND (2 REQ.) SLOPE 36" MIN. COVER N \N, \ \% FROM - "lµlj/7 O.S. & Y. RESILIENT SEAT GATE VALVE. (2 REQUIRED) RODS ON D,I.P. RISER (TYP) 4" CONCRETE SLAB WITH NO. 6 x "o z WIO x WIG a WIRE MESH PT '� SLOPE 1/2" RE ORMEDNJOINT AUJUST,ABLE SU PORT STANDS' // // PIPE AND CONCRETE E SLAB (TYP) MAIN -90' BEND (2 REQ.) �( ) sENocE THRUST COLLAR RODDED TO THRUST COLLAR RODDED TO 90' BEND OR AS REQUIRED 90' BEND OR RESTRAINED BY THE CITY BACK TO VALVE AS REQUIRED BY THE CITY 3_INCH AND ABOVE ASSEMBLY -- DOUBLE CHECK VALVE DETECTOR METER ASSEMBLY (MINIMUM) BALL VALVE 1'0" MIN (2 REQUIRED) -- r SZ _ 5'0" MIN CONCRETE SLAB ABOVE GROUND DEVICE WITH L- 2'0" MIN DETECTOR BYPASS DOUBLE CHECK OR REDUCED PRESSURE ZONE DETECTOR ASSEMBLY CITY OF SANFORD 1999 FIG. 500B 2/9/2011 /U:06:22 AM M:�DC'�TS Auto�details0l.dgn �i I c< /I cc Lij f 1 z 1- U LU QD I E71 LL. J O f- - L1J >. F - Uu1S /I cc Lij f 1 z 1- U LU QD I E71 CL Q _J o, o LLJ z < Uu1S .zaw SHEET N0,