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HomeMy WebLinkAbout2007 - Proposed Site Plan,dOfth, A AIL 0__ GRAPHIC SCALL; r \ C-1 SITE PLAN MODIFY APPROVED PARKING LOT & OPEN STORAGE YARD BY CONSTRUCTINU ,o 20 40 so 1A SURVEY 3000 SF SINGLE STORY CONCRETE MASONRY CONSTRUCTION WAREHOUSE 20 LOT 1 \ C-1 DEMOLITION BUILDING. NEW WAREHOUSE IS TO BE SERVED BY EXISTING WATER SERVICE _ BLOCK 10 C-1 PAVING AND EXISTING LIFT STATION. MODIFY EXISTING APPROVED DRAINAGE SWALES o f� (OCCUPIED) C-2 DRAINAGE & UTILITIES WITH CONSTRUCTION OF EXFILTRATION SYSTEM, RETENTION AREA AND OUTFALL IN h = T \ 6.24' 2' C-3 DETAILS TO EXISTING CATCH BASIN. CONSTRUCT PARKING AREA (TYPE A & TYPE 5 � w I Ina 2ft. C-4 DETAILS PERVIOUS CONCRETE) PROVIDING SPACE FOR OFFSITE PARKING (SEE � 3o ar \ L-1 LANDSCAPING q v '4 A-1 ARCHITECTURAL PROVIDED TABLE) IN ADDITION TO REQUIRED SPACE FOR ON-SITE PARKING. O w REPLACE EXISTING LANDSCAPING AS SHOWN TO MEET LDC REQUIREMENTS. Z aQ CCRETE \ LOT 2 v . .6 DRI ,AY TAX PARCEL NUMBERS BLOCK 10 v �, \LOT 10 (OCCUPIED) °J0 `NfDEB1 O°'� BLOCK 4 $0 06-31-39-00014-0100-00024.0 OWNER m v RETAININGWALL �°� \ CORAL OF SEBASTIAN, INC. o w 4 - a a' 4 Q. a ,r \ DESCRIPTION 7127 155TH PLACE, NORTH IL 4 a I�Of D. LS 343b 7 (p LEGAL S v IOR O� PALM BEACH GARDENS, FL 33418 O o,y LOTS 24 AND 25, BLOCK 10, HARDEES ADDITION TO SEBASTIAN, LOT ° a - �' \ h ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 772-589--2879 a 0 ��.. a a v \ � SURVEYOR BLOCK 10 - ' a t � a \ \ p >► 3, PAGE 1, PUBLIC RECORDS OF ST. LUDE COUNTY, FLORIDA V t.. (OCCUPIED) v 6� b �+ SAID LAND NOW LYING AND BEING IN INDIAN RIVER COUNTY, A o�o0 \ -oL 92 "y2 HOUSTON, SCHULKE, BITTLE & STODDARD, INC. ¢ 9 av as G 4 4 e�' \ O FLORIDA. PROFESSIONAL LAND SURVEYORS & MAPPERS 0 d a - a ° O �i \ 1717 INDIAN RIVER BLVD. - SUITE 202 C 1.8r 0- 0 EXISTING CONDITIONS VERO BEACH FLORIDA 32960 y LOT 4 v v e Q � � \ C \ IRC FD. PLS 3435 p G — Q N 4 11 - � o.WEAST G TOTAL SITE AREA 13,575.98 SF = 100 PHONE : (772) 794-1213 BLOCK 10 a v a IR D / \ 2 2 EXISTING CONCRETE ON LOT 24 Q� v, FACSIMILE (772) 794-1096 o.�TN & 3 a �Q / /©� aw 97 \ -,� (J� TO BE DEMOLISHED = 5,005.81 SF = 36% F / ,\ �o. <O.� IMPERVIOUS - y Tl N �_0 I V RAGE :a ENGINEER / 2 o V' A PROPOSED CONDITIONS S (Z N NG CO tom_) / KIRKWOOD GROUP. INC. z 4 �1 o, O to BUILDING AREA = _. 3,000_S:F�"2�%'✓ LOT 5 ° 6 Q� 0� \,� � �ti� \ �j LOT 9 N PARKING_ -,AREA . _ - �=- 6.423 SF-Y.=__45"%� CONSULTING ENGINEERS BFEo�Qo� 8 Q ,w w, X2678' I- BLOCK �`O TOTAL COVERAGE (IMPERVIOUS 805-A INDIAN RIVER DRIVE [[ BLOCK 10 4 ,�� ��. G \ T .oa O SEBASTIAN FLORIDAx3,.6T �u e f O &»PERVIOUS) , f► , 423SF69 % , y. , .., 6". o l 9 �?O ON - PHONE : (772) 581-5623 Q DOTAL -OPEN AREA-- -�--4,153-SF-�=--:,31, %; a a a +�.,.s `�� a �, �� os' TOTAL PARCEL = 13,576 SF = 100% FACSIMILE : (772) 646-0503 O ENVIRONMENTAL REOUIREMFNTSAQUIFER RECHARGE AREA LAND USS � z OQ Q� MAXIMUM IMPERVIOUS = 35% (4,752 SF) INDUSTRIAL - EXISTING PARKING & STORAGE 0901 4 �� 4 32�� J •S� �y �� EXISTING IMPERVIOUS = 5,005.81 SF (36 %) PROPOSED - WAREHOUSE `NO �\ °p y� 4 :�_: ` w PROPOSED NOT TO EXCEED F k • pv x3,.§9 N o e , L �p�-�'J`1pQ�� \ \ PROPOSED CONDITIONS (ENVIRONMENTAL STANDARDS)f_."S �-=y.� �0 ,�.� 0 �4 � ►�' \ k PROPOSED IMPERVIOUS: G i D/ -i (� /'�� NG�E$� ✓ �� v a , .S OC,� z rO FRONT 20 "7M �•.) �� 1.63' 773' CATCH BUILDING = 3,000 SF g\ Glc' 3 1 1�' ,, �6 s*� '� Toa Etty-2e�o LOT $ PADS &SIDEWALKS = 273 SF IDE: O w ►�• v� w / \ \ TYPE A CONCRETE (DRIVEWAYS) = 1605 SF/ uj �' w ��'P' c 1,a BLOCK 4 TOTAL IMPERVIOUS - 4,878 SF (36%) = 3EV. EA 2 ✓ + ��� - tea 0 /��` �p�j �,� ,,28' ® ' SAN GV .. _ u _ EXISTING IMPERVIOUS QO, d r v x31.73' , RCF 0� P^- Q� �► N� PLS i 3�t I / \ .� PROPOSED PRE VIOUS: ZONING v - 4 LOT 23 0� TYPE B PERVIOUS CONCRETE iN 4. L USTRIAO, BLOCK 10 ��• do`s �° ,,�t�, �x26.,a' \ DRIVEWAY/PARKING = 4,545 SF QL O sRED ? P 0 �/ LANDSCAPE AND SODDED = 4.153 SF FLOOD ZONE (OCCUPIED) a a DUMPSTER ,r' 3 ' aa' (BENCHMARK \ EXIST. CATCH BAIN - �, 06 ��' �$ �"/ \ TOP 128, \ TOTAL PERVIOUS: 8,698 SF {64%) LOT 22 TOPEL�'3t29 �'� ,�� 6„ z5 /�P� \� Nip "X" PER FIRM #12061C0077G DATED JULY 30, 1999 W.INV.25.as' ,� o �` BLOCK 1 r se �R s ,, \ x27.63' 7.63' ' ` / / /kNa W>�TER VALVE JTI LIT(ES (OCCUPIED) 6" i a �,� + � � \ � \ ' EXISTING -WATER SUPPLY, INDIAN RIVER COUNTY \� LIFT STATION i { O� `� vri \ �e0-4 NE CORN R B• o A \ EXISTING -WASTEWATER, ON-SITE LIST STATION ON LOT 23 LT "goo O,(G „ccE -,. ��.�,q �\ \�� \ PAV MENT.`. \ F.H. `PERMITS REQUIRED ` P Yi• / \ LOT 21 S�NG�'Sg � 1-' ti +� \\a ` CITY OF SEBASTIAN, SITE PLAN APPROVAL AND BUILDING PERMIT w o BLOCK 10 GS O / / 1o' 6A wo \ �s��*),' DISTANCE TO FAR CORNER SJRWMD, ENVIRONMENTAL RESOURCE STORMWATER PERMIT (MODIFICATION) ►� Z N �+ IRC Flt 6426 '• L, \ OF PROP. WAREHOUSE 238 FT. EX. SJRWMD PERMIT 42-061-41056-1 /0-4 / �,� \y� 3' \ G� GENERAL NOTES T� Z / / IRC FD. \ \ 1. BOUNDARY AND TOPOGRAPHIC INFORMATION PREPARED BY HOUSTON & V w W p BLOCK 1LOT 00 ° e ' + ^cARTER^ \\ XQ7,6a' \ PRICE, INC. DATED 10/01 ALL ELEVATIONS ARE BASED ON NGVD OF 0 v / / �� o� / 4,0� 1929. THE BENCHMARK IS TOP OF IRC #3455 AT THE N.W. CORNER A © L 4 j ` /�,� GJ �� /�� '� �°'\ ,,, \ OF THE INTERSECTION OF HARRISON STREET AND HIGH STREET: Q ZLU /G P VO \ \ ELEVATION = 30.26 NGBD. / QJ 2. REFER TO GEOTECHNICAL REPORT PREPARED BY K.S.M. ENGINEERING C eSNCRETE AND TESTING DATED 9/01. CONTRACTOR SHALL PROVIDE DENSITY Z v DRIVEWAY *� Q /.` \ �TEST TO ENGINEER ON ALL SUB -GRADE AND BASE. TEST SHALL BE � 0 z /� ��` PREPARED PER ASHTO 5-180 METHOD. Q / d. � id1 ' \ 3. CONTRACTOR IS RESPONSIBLE TO CHECK ACTUAL SITE CONDITIONS O Q cf) / 4 Gp,�Es egend & breviations; ( symbols not saleable for size) BEFORE STARTING CONSTRUCTION. m - 4. CONTRACTOR IS RESPONSIBLE FOR LOCATION OF ALL EXISTING UTILITIES. IRC FD. / PSM - PROFESSIONAL SURVEYOR &MAPPER - WOOD UTILITY POLE THE / `�', P� LOT 6 \ PLS - PROFESSIONAL LAND SURVEYOR GUI' WIRE CONTRACTOR SHALL CONTACT ALL CONCERNED UTILITIES AT LEAST � c�Q� LB 6426 Ile P BLOCK 3 LB - LAND SURVEYING BUSINESS ® _ TELEPHONE SERVICE 48 HOURS IN ADVANCE FOR CONSTRUCTION OPERATIONS. O - CENTERLINE CABLE T.V. BOX 5. NO FIELD CHANGES OR DEVIATIONS FROM DESIGN ARE TO BE MADE w /� x t 94' _ RNV - RIGHT OF WAY ® - ELECTRIC BOX LIGHTPOST WITHOUT PRIOR APPROVAL OF THE ENGINEER. ANY DISCREPANCIES ON WATER VALVE / o - LENGTH ANGLE WELL THE DRAWINGS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER o E!P - EDGE OF PAVEMENT FIRE HYDRANT ASSEMBLY O w OHE - OVERHEAD ELECTRIC LINES ►� - GATE VALVE BEFORE COMMENCING WORK. THE ENGINEER SHALL BE NOTIFIED AT LEAST 41- ,az,r ELEV - ELEVATION 96 IRRIGATION VALVE 48 HOURS IN ADVANCE FOR ANY INSPECTION. v CL CL - BLK. - BLOCK ® - WATER METER 6. CONTRACTOR SHALL OBTAIN ALL REQUIRED BUILDING PERMITS BEFORE Q d i - S - SANITARY MANHOLE \ � (� PIAT COMMENCING WORK. '•`- � o - PERMANENT CONTROL POINT ( PCP) ® - SANITARY SERVICE p 52 / ® - PERMANENT REFERENCE MONUMENT (PRM) ® SEPTIC TANK 7. ALL CONSTRUCTION SHALL BE COMPLETED IN ACCORDANCE WITH THE rk3�• ws\ CJ OPIPS 0 - IRON PIPE (IP) 0- - BACK FLOW PREVENTOR APPLICABLE ORDINANCES OF THE CITY OF SEBASTIAN. w -` - IRON ROD & CAP (IRC) p - SURFACE INLET 8, ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH TH£ FLORIDA z = ,�. `'��GSF O�\OP D - FOUNDETEMONUMENT (CM) sTREETsIGN DRAINAGE DEPARTMENT OF TRANSPORTATION "STANDARD SPECIFICATIONS FOR ROAD < ` V (M) - MEASURED ,so.w - EXISTING ELEVATION U r v \ �? J� F.F. - FINISH FLOOR AND BRIDGE CONSTRUCTION: DATED 2006 . \ LOT 5 _` �GO 3X.es - PROPOSED ELEVATION IRC FD. BLOCK3 '�\P �J� 9. EROSION AND SEDIMENT CONTROL SHALL BE REQUIRED DURING DATE 4/8/07 \LB 6426 GG�j � IRC FD. ER„ vO�PN� -OAK TREEW/DIA. CONSTRUCTION INCLUDING 1.) SILT FENCE SHALL BE MAINTAINED AT THE \� rj�G y�N PROJECT PERIMETER. 2.) NO OFF-SITE DISCHARGES SHALL OCCUR DESIGNED BY DURING CONSTRUCTION. MC \� 0� BOO �o DRAWNBY C= CHECKED BY \ S�' PARKING REQUIREMENTS ��{°' •� Ij"' L y SUMMARY OF EXISTING SITE PLANNED PARKING LOT AND SWEETBRIAR STORAGE TOTAL ONSITE OFFSITE (LOT 24 & 25) , c0�'` y L o 0 MC G� FILE NUMBER PRE-EXISTING PARKING REQUIREMENTS ON LOTS 21,22,23 17 6 11 ti� L) cn N NONE EXISTING PARKING REQUIREMENT ON LOT 21,22,23 11 6 5 �3 2 '�,� u_ Q Or °� PROJECT NO. PROPOSED REVISED SITE PLAN FOR WAREHOUSE ON LOTS 24 & 25 REQUIRED PROVIDED -I b S g ZONING: IN a° ' - OFFICE SPACE = 465 S.F. 1 SPACE/200 S.F. = 2.6 = 3 3 3 LAND USE:: � Z, � INDUSTRIAL SHEET OF WAREHOUSING 1 SPACE/1000 S.F. OF WAREHOUSE 2535 S.F. 3 " . 3 o' p '� CURRENT PARKING NEEDS FOR LOTS 21 22,23 PER EXISTING BUSINESS & STORAGE TENANTS 5 5 ' 19 1 8 1 1 SITE E DRAWING No. i HANDICAP ADDITIONAL PARKING 0 2 EXTRA (INCL. (''� 1 HANDICAP) V — 1 TOTAL PARKING 9 14 LOCATION MAP Legencd 4 Abbreviatiar's: (sc mbols riot sca ieabis for size) PLS - D SURVEYOR PROFESSIONAL LANA E— - GUY WIRE PSM - PROFESSIONAL SUR1�7,EYOR t MAPPER `D' - - WOOD UTILITY POLE LB - LAND SURVEYING H1,JSINESS TELEPHONE SERVICE C. - CENTERLINE - CABLE T.V. BOX R/W - RIGHT OF WAY - ELECTRIC BOX L - LENGTH - LIGHT POST A - DELTA ANGLE'�__,�� - WELL E/P - EDGE OF PAVEMENT ""�1 - FIRE 14YDRANT ASSEMBLY OHE - OVERHEAD ELECTRIC LINES - GATE VALVE ELEV - ELEVATION - IRRIGATION VALVE BLK. - BLOCK ® - WATER METER - () PLAT - 0 SANITARY MANHOLE O - PERMANENT CONTROL POINT (PGP) - SANITARY SERVICE 19 - PERMANENT REFERENCE MONUMENT (PRM) M - SEPTIC TANK 0 - IRON PIPE (IP) (D-- - BACK FLOW PREVEN T OR O - IRON ROD 4 CAP (IRC) � - SURFACE INLET El - CONCRETE MONUMENT (CM) - CONCEPTUAL DRAINAGE FD - FOUND -�- - STREET SIGN (M) - MEASURED x3o.00' - EXISTING ELEVATION F.F. - FINISH FLOOR - OAK TREE W/ DIA. �00,N <,- A° 00 IRC /\LB 64242 6 y ell \ IRC FD. "CARTER" .94' LOT 5 BLOCK 3 FD 4'X4" CONCRETE MONUMENT 26.24' g , 2' .30i 26.42' .4CRETE �,/EWA�1 ® 26.28' \ 1 x2x251112' IR FD. PLS 3435 O 0 NORTH \ r� \ \ 7 111 26.g2' r s0 V 26,78' Z )i_ 25 SCK 10 , VCED-IN \ ` MPOUND x31.59' \ 27.73' 1 0� C'0 QP BLOCK 3 LOT 10 BLOCK 4 -113 �U `s IRC FD. PLS 3435 0.68' EAST v� 2�3 to, LOT q - BLOCK 4 �g�ls � 4 CATCHBAN TOP ELEV.- 26.20' 30 0 W SAN GV II J r- 1( /x28.14'// ' OF IRC D- 30.26' VALVE' >HALT \ h k `HENT 1 � � x ig' � Ogg o \ \ 27.64' o, 31 \ LOT & BLOCK 4 ffoUgMly; r YLE TYPE: BOUNDARY &TOPOGRAPHIC SURVEY � REVIStONSPTq � ��j �� T�i T�j � ��U&W/A� 1U��I k ODDID; RC s PROJECT# 01-259 Ltd SURVEY 11, PROFESSIOA� LAND SURVEYORS & �1f� M� S ;DATE: 10/08/01 F.B. 26 PG. 19 --elRANY Certificate ofl.utnoikvicn: LB 6905 KIRK CONSTRUCTION COI 1717kdian River Blvd - Suite 202 C Nero Beach, Flov da 32960 i DRAM BY- PRB phone: (772) 7W - 1213 ka.;r ile: (772) 794 - 1096 p �. CHECKED BY: SAH 1 4/fi/07 RECERTIFY, ADD TOPO E.J.H. /� e mai1:1905Vllsouhnet JERRY A SCALE: l"— 20' SHEET. 1 OF 1 71 NO. DATE DESCRIPTION BY c .01?20`.^•29-nwc, 4Si??G? i S? A, pe. ,! y _ 20 0 1 1 L.ecga I Description: �iort� GRAPHIC SCALE 10 20 40 1 1 t ( IN FEET ) 1 inch = 20 ft. a LOTS 24 AND 25, BLOCK 10, HARDEE'S ADDITION TO SEBASTIAN SUBDIVISION, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 3, PAGE I, OF THE PUBLIC RECORDS OF ST. LUCIE-COUNTY, FLORIDA; SAID LANDS NOW LYING AND BEING IN CITY OF SEBASTIAN, INDIAN RIVER COUNTY, FLORIDA. Certified To: KIRK CONSTRUCTION COMPANY JERRY ALBANESE fReport of 5urve y: * TYPE OF SURVEY: BOUNDARY t TOPOGRAPHIC * THIS SURVEY PERFORMED BY: HOUSTON, SCHULKE, BITTLE, * STODDARD, INC. 1717 INDIAN RIVER BLVD. SUITE 2020 VERO BEACH, FLORIDA 32862 * PROFESSIONAL SURVEYOR t MAPPER IN RESPONSIBLE CHARGE: STUART A. HOUSTON, P.L.S. #4490 * THE EXPECTED USE OF THE LAND, AS CLASSIFIED IN THE MINIMUM TECHNICAL STANDARDS (61G17-6, FAC) 15 COMMERCIAL. THE MINIMUM RELATIVE ACCURACY FOR TH15 TYPE OF BOUNDARY SURVEY 15 1 FOOT IN 10,000. THE MEASUREMENT AND CALCULATION OF A CLOSED GEOMETRIC FIGURE WAS FOUND TO BE IN EXCESS OF THIS ACCURACY REQUIREMENT. * THIS SURVEY MEETS ALL APPLICABLE REQUIREMENTS OF THE FLORIDA MINIMUM TECHNICAL STANDARDS AS CONTAINED IN 61G17-6, FAC. * ELEVATIONS AND DIMENSIONS SHOWN HEREON ARE MEASURED IN FEET AND DECIMAL PARTS THEREOF. * THE LAST DATE OF FIELD WORK WAS: 4/11/07 * THE BEARING BASE FOR THIS SURVEY 1S: N64'00'00"E, ASSUMED ALONG THE NORTH R/W LINE OF HARRISON STREET (POSTED), SECOND STREET (PLAT). * THIS SURVEY DOES NOT CERTIFY TO THE EXISTENCE OR LOCATION OF ANY UNDERGROUND IMPROVEMENTS: UTILITIES, FOUNDATIONS, OR ENCROACHMENTS, EXCEPT AS SHOWN. * NO INSTRUMENTS OF RECORD REGARDING EASEMENTS, RIGHT-OF-WAYS, OR OWNERSHIP WERE SUPPLIED TO THIS SURVEYOR, EXCEPT AS SHOWN. * NO TITLE OPINION OR GUARANTEE 15 EXPRESSED OR IMPLIED. * UNLESS A COMPARISON 15 SHOWN, PLAT VALUES AND MEASURED VALUES ARE THE SAME. * LEGAL DESCRIPTION IS AS PROVIDED BY THE CLIENT. * UNLESS OTHERWISE INDICATED, FOUND MONUMENTATION. 15 UNIDENTIFIED. THE PARCEL OF LAND SHOWN HEREON APPEARS TO BE IN FLOOD ZONE: "X" PER FLOOD INSURANCE RATE MAP # 12061CO077 G, DATED JULY 30th.1 I9gq * THE ELEVATIONS SHOWN HEREON ARE BASED ON THE NATIONAL GEODETIC VERTICAL DATUM (NGVD) OF ig2q. THE BENCHMARK 15 TOP OF IRC # 3435 AT THE NW CORNER OF THE INTERSECTION OF HARRISON STREET * HIGH STREET; ELEVATION = 30.26' NGVD. 77-//S SURVEY IS NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF THE FLORIDA LICENSED SURVEYOR AND MAPPER NAMED BELOW. IA STUART A. HOUSTON, P. L. S. # 449.0 �g /00000, of North GRAPHIC SCALE 40 10 2D 40 ( at FEET } 1 inch — 20 fL IRC 42 / \LB 6426 / y w FD 4'x(4" CONCRETE q MONUMENT 000, / x3217' \ X32.ff IRC FD. "CARTER" A I'll OG,• .PG�� � 1�1.4V 0._ / + o �� u �H_I V -W S-0 SAG DEMOLITION PLAN OG P 24' 30' \.ar ICRETIE _a MWAY SCOPE OF DEMOLITION WORK \ 28 \ ❑ REMOVE EXISTING DRIVEWAY CONCRETE RETE PA \ RKING AREA, EXISTING FENCE AND LANDSCAPING AS INDICATED. tR FD. 3436 a4o 13 SAW CUT ASPHALT DRIVEWAY AT EXISTING EDGE OF PAVEMENT ON \ ti� \JD \ � HARRISONON ST. (2 AVE) .AND RESTORE X00, RIGHT OF WAY WITH COMPACTED STAB LIZED SUBBASE, 10� 1„ OF TOPSOIL A ND BAHIA SOD. �.�� ❑ RESTORE GRADE ON SWALE TO MATCH EXISTING GRADES. \ IRC FD. PLS 3436 0.61T EAST ❑ ALL WORK SHALL CONFORM TO SPEC IFCATIONS FOR \2>,r DEMOLITION AND EROSION CONTROL AS PER ` DETAILS \ SHEET C-4. cQ, s.s' \\ \ \ CATCHV.- Xk ?OP ELEV.= 26 0' ® hi IRC 34 2W / t SAN GV PLS ,M \ .'� k W�TER\ALVE ° \ FD IRC `SMITH" % AS HALT \ NE CORNER B `PAV MENT \ \ \ \ F.H. DISTANCE TO FAR CORNER OF PROP. WAREHOUSE 238 FT. OLO IRC FD. \ `i / "CARTER" \ \ \ X27.64' egend & bbreviations: ( symbols not scaleable for size) PLS PROFESSIONAL LAND SURVEYOR E— , GUY WIRE PSM PROFESSIONAL SURVEYOR & MAPPER `Q WOOD UTILITY POLE LB LAND SURVEYING BUSINESS ® TELEPHONE SERVICE It CENTERLINE ® CABLE T.V. BOX RNV RIGHT OF WAY ® ELECTRIC BOX L LENGTH LIGHT POST DELTAANGLE E/P EDGE OF PAVEMENT FIRE HYDRANT ASSEMBLY OHE OVERHEAD ELECTRIC LINES N GATE VALVE ELEV ELEVATION BB IRRIGATION VALVE BLK. BLOCK ® WATER METER (P) PLATSQ SANITARY MANHOLE PERMANENT CONTROL POINT (PCPI ® SANITARY SERVICE PERMANENT REFERENCE MONUMENT (PRMI ® SEPTIC TANK C IRON PIPE (IP) BACK FLOW PREVENTOR O IRON ROD & CAP (IRC) Q SURFACE INLET EI CONCRETE MONUMENT (CM} FD FOUND CONCEPTUAL DRAINAGE (M) MEASURED �— STREET SIGN F.F. FINISH FLOOR X30.00' EXISTING ELEVATION a+.es PROPOSED ELEVATION - OAK TREE W/ DIA. 512 GUS G \41 x4"! -SITE LOCATION MAP 0 v Z H ate^ o Z cy cc O cc � Z U �' �- Lc Aog 0 ZCC W 4 arR Q Z Z ui Jr JM d- x A 0 x (n \ W Q W = Z L W :2 %v DATE 4/8/07 DESIGNED BY MC DRAWN BY GT CHECKED BY MC FILE NUMBER NONE PROJECT NO. I , SHEET OF 8 - DRAWING NO. C-1 DEMO North GRAPHIC SCALE 20 0 10 20 4!0 IN FEET 1 inch - 20 & FD 47X4" CONCRETE MONUMENT ���`CJ �P�C OPO / Q``���� \ \ \ \ \ \ 4CIDO L H 3435 \ \ \ SOL \ 7� IRC FD. PLS 3435 0.68' EAST \ \2 9 CATCH BASIN TOP ELEV.- 26 CO A V 7W S�O AG SCALE: 1"=20'-O" PROJECT DESCRIPTION MODIFY APPROVED PARKING LOT & OPEN STORAGE YARD BY CONSTRUCTING 3000 SF SINGLE STORY CONCRETE MASONRY CONSTRUCTION WAREHOUSE BUILDING. NEW WAREHOUSE IS TO BE SERVED BY EXISTING WATER SERVICE AND EXISTING LIFT STATION. MODIFY EXISTING APPROVED DRAINAGE SWALES WITH CONSTRUCTION OF EXFILTRATION SYSTEM, RETENTION AREA AND OUTFALL TO EXISTING CATCH BASIN. CONSTRUCT PARKING AREA (TYPE A & TYPE B PERVIOUS CONCRETE) PROVIDING SPACE FOR OFFSITE PARKING (SEE PROVIDED TABLE) IN ADDITION TO REQUIRED SPACE FOR ON-SITE PARKING. REPLACE EXISTING LANDSCAPING AS SHOWN TO MEET LDC REQUIREMENTS. _t lc EXISTING CONDITIONS , TOTAL SITE AREA = 13,575.98 SF = 100% 10- EXISTING CONCRETE ON LOT 24 / O� TO BE DEMOLISHED = 5,005.81 SF = 36% TYPE B PERVIOUS IMPERVIOUS '.p PROPOSED CONDITIONS (ZONING COVERAGE): 70 (p BUILDING AREA = 3,000 S.F. = 23% R` Cn (& o PARKING AREA = 6.423 SF = 45 7. -Z TOTAL COVERAGE (IMPERVIOUS N A & PERVIOUS) = 9,423 SF = 697. -z '9 TOTAL OPEN AREA = 4,153 SF = 31 % 2 TOTAL PARCEL = 13,576 SF = 1007. TOTAL PERVIOUS: ENVIRONMENTAL REQUIREMENTS: AQUIFER REC ARG£ AREA O L MAXIMUM IMPERVIOUS = 35% (4,752 SF) G2EXISTING IMPERVIOUS = 5,005.81 SF (36%) ST PARKING LOT 9 PROPOSED NOT TO EXCEED -,� (PBLOCK 4 PARKING PER SWEETBRIER <O -y PROPOSED CONDITIONS (ENVIRONMENTAL STANDARDS) -'O A 11 C1 PROPOSED IMPERVIOUS: 1997 TENANTS & PARKING N BUILDING = 3,000 SF X00 PADS & SIDEWALKS = 273 SF TYPE A CONCRETE (DRIVEWAYS) = 1605 SF a+r TOTAL IMPERVIOUS = 4,878 SF (36%) = 36% EXISTING IMPERVIOUS SAN GV / \ ­6'ENCHMARK TOP OF IRC \ ELEV.= 30.26' \NGVD Na WATER VALVE \ \(P. \ DISTANC TO \ 00FAR COR ER AS HALT OF PROP. PAV MENT WAREHOUS \024 \238 FT. ws\ \ .ow\ V' ERC FD. "CARTER" \ \ \.-Al \ i \ \ FD IRC "SMI NE CORNER 3 F.H. Cori 04, v LsFD.LOT 5 c v� 66 \ BLOCK 3 �� O �cAR R^ sg�P'SNQN ?so Legend & Abbreviations: ( symbols not sCaleable for size) / PLS - PROFESSIONAL LAND SURVEYOR E- - GUY WIRE G PSM - PROFESSIONAL SURVEYOR & MAPPER `�al WOOD UTILITY POLE `\ / GO •� ���� - LAND SURVEYING BUSINESS ® T.V.OX VICE CENTERLINE - CABLE RMI - RIGHT OF WAY ® - ELECTRIC BOX / L LENGTH LIGHT POST O DELTA ANGLE r WELL E/P EDGE OF PAVEMENT FIRE HYDRANT ASSEMBLY OHE - OVERHEAD ELECTRIC LINES N - GATE VALVE ELEV - ELEVATION B8 - IRRIGATION VALVE BLK. - BLOCK ® - WATER METER (P) - PLAT (3) - SANITARY MANHOLE o PERMANENT CONTROL POINT ( PCP) ® - SANITARY SERVICE M - PERMANENT REFERENCE MONUMENT ( PRM) M - SEPTIC TANK O - IRON PIPE (IP) 0- - BACK FLOW PREVENTOR ® - IRON ROD & CAP ( IRC) Q - SURFACE INLET O - CONCRETE MONUMENT (CM) . CONCEPTUAL DRAINAGE FD - FOUND -v- . STREET SIGN (M) - MEASURED F.F. - FINISH FLOOR 'EXISTING ELEVATION s17 . PROPOSED ELEVATION - OAK TREE W/ M. _n 5 O SITE LOCATION MAP 9 H o w �N p� U m w rn LL 0 U W IL Go Pj 0 o � 4 Z H CM c) W 'u A o° 4 Z Iu 1 94 Z Q 0� 4 ui 0 Lu ri d- mM J� OU w a Z= Z M DATE 4/8/07 DESIGNED BY MC DRAWN BY GT CHECKED BY MC FILE NUMBER NONE PROJECT NO. SHEET OF 4 8 DRAWING NO. C-1 /� PAVING PROPOSED PERVIOUS: / TYPE B PERVIOUS CONCRETE DRIVEWAY/PARKING = 4,545 SF LANDSCAPE AND SODDED = 4.153 SF TOTAL PERVIOUS: 8,698 SF (64%) 920 HARRISON ST PARKING CALCULATIONS EXISTING PARKING PER SWEETBRIER STORAGE (JERRY SMITH) STORAGE LOT SITE PLAN 1997 1997 TENANTS & PARKING 1 2007 TENANTS & PARKING SF 1997 TENANTS PARK REQM'TS SPACES I PARK REQM'TS SPACES UNIT 1 200 WHSE' 1/1000 0.2 DECKER 1/200 1 UNIT 2 200 WHSE 11/1000 0.2 DECKER 1/200 1 UNIT 3 200 WHSE OFC 1/1000 0.2 DECKER 1/200 1 UNIT 4 200 WHSE 1/1000 0.2 SEB OFC SUPPLY 1/200 1 UNIT 5 200 WHSE 1/1000 0.2 SEB OFC SUPPLY 1/200 1 UNIT 6 200 SEB. OFC SUPPLY , 1/1000 0.2 SEB OFC SUPPLY 1 1/200 1 UNIT 7 200 SEB. OFC SUPPLY 1/200 11 WHSE 1/1000 0.2 UNIT 8 200 B&Z FRAMING 1/200 11 WHSE 1/1000 0.2 UNIT 9 200 f WHSE 1/1000 0.21 WHSE 1/1000 0.2 UNIT 10,11,24 230 I SEB. PERFORM CTR (3 BAYS)) 2/BAY 61 WHSE 1 1/1000 0.23 UNIT 11 f 210 ( (see Unit 10 above) I WHSE 1/1000 0.21 UNIT 12 210 1 SIMS CONSTR 1/200 1.05 WHSE 1/1000 0.21 UNIT 13 1 540 WHSE 1/1000 0.54 WHSE 1 1/1060 1 0.54 UNIT 14 1 540 WHSE 1/1000 0.541 WHSE , 1/1000 0.54 UNIT 15 1 540 RETAIL GRIFF APPL 1/200 2.7 WHSE 1/1000 1 0.54 UNIT 16 210 ( WHSE 1/1000 0.21 WHSE 1/1000 1 0.21 UNIT 17 210 1 WHSE 1 1/1000 0.21 WHSE 1 1/1000 l 0.21 UNIT 18 220 { TOM'S LAWNMOWER 1/500 0.441 WHSE 1/1000 0.22 UNIT 19 220 WHSE 1/1000 0.221 WHSE 1/1000 0.22 UNIT 20 I 210 WHSE 1 1/1000 0.211 WHSE 1/1000 0.21 UNIT 21 I 210 WHSE 1/1000 0.211 WHSE 1/1000 0.21 UNIT 22 210 WHSE , 1/1000 0.21 WHSE 1/1000 0.21 UNIT 23 { 210 WHSE + 1/1000 0.21 WHSE 1/1000 0.21 UNIT 24 1 230 (see Unit 10 above) WHSE { 1/1000 0.23 TOTAL 6000 TOTAL 16.15 TOTAL 10.8 REQUIRED 17 REQUIRED 11 ONSITE 6 ONSITE 6 OFFSITE/SHARED 11 OFFSITE/SHARED 5 per existing site plan proposed new site plan _n 5 O SITE LOCATION MAP 9 H o w �N p� U m w rn LL 0 U W IL Go Pj 0 o � 4 Z H CM c) W 'u A o° 4 Z Iu 1 94 Z Q 0� 4 ui 0 Lu ri d- mM J� OU w a Z= Z M DATE 4/8/07 DESIGNED BY MC DRAWN BY GT CHECKED BY MC FILE NUMBER NONE PROJECT NO. SHEET OF 4 8 DRAWING NO. C-1 /� PAVING FD 4'XJV CONCRETE ' MONUMENT N a s North GRAPHIC SCALE 20 10 sc 40 so LOT 1 BLOCK 10 ( IN FEET) ( OCCUPIED) 1 inch 20 fL\ x28.24' \ \ x27.30' LOT 2 \ BLOCK 10 ( OCCUPIED) \ 82e �1x IR FD. LS 3435 OA1 0.41 0 LOT 3 BLOCK 10 ( OCCUPIED) \ t • x31.8r • • nr LOT 4 e°C1 / BLOCK 10 �,�p IRC FD. 64 +�� � � � � i 0.1TN 8 �� ( FDI 30.a5x LOT 5 OW , *� BLOCK 10 � �. +`5 x31.sr � + *� ` O + l 'O + �NO3 2 \ �y� x31.59' ms's \ , 00-15 rib's 1.63 + .,� . eV LOT 23 �� eft BLOCK 10 +'�� 6 ° ( OCCUPIED) O SHARED � J EXIST. CATCH BASIN DUMPSTERST LOT 22 TOP EL.=31.29' 1, � ` W. INV.=25.49' `5 BLOCK 10 + + .Y N (OCCUPIED) LIFT STATIO J Q�4 .4 �! o� + /afG nj0� LOT 21 G�,E ` BLOCK 10 g�N 05;'�t ,cso j IRC FDS 6426 + 0.1'n 6 0.13W rye. LOT 20 + / BLOCK 10 O IRC FD. O� LB 6.426 WATER VALVE x321T x32.89' , [ \ G X00 IRC L26 LOT 5 R 642 B /� ` IRC FD. BLOCK 3 � GQjPNO�Q� \"0 "CARTER" A I 12' \ IZ \ \ IRC FD. PLS 3435 12 \ < 0.68 EAST 2R` LOT 10 BLOCK 4 �O O� th .I.-�kpA / 2 7- -0 - O� LOT 9 ,�� S �o B.a,Tn ,��v BLOCK 4 opl. 00 O x28.78' .04� .03 7.73' \ CATCH M2 TOP ELEY- .28. SAN GV x28.14 -1 ENCHMARK \- TOP OF IRC I Z / N VD 30.28 \ P x27.83' N, /xNs WATE\ VALVE7' q3 cr, 3�• \ODs FD IRC" AS HALT \ ` NE COR PA MENT +ti`s' � � • \ ` F.H. w�\ ` -Illy' \ IRC FD. "CARTER" \ x27.64' \N \ \:A0. \ A \ LOT 6 CO A LOT 8 BLOCK 4 DISTANCE TO FAR CORNER OF PROP. WAREHOUSE 238 FT. FINISH PAVEMENT SURFACE LO FILTER FABRIC RUSHED STONE OVERLAP (NO. 4 COURSE AGGREGATE) ELEVATION 1' MIN. 30.00 " 4 ADS/N-12 PERFORATED PIPE M FILTER FABRIC ENVELOPE, M IRAFI 140—N v.u. 6.375' EXFILTRATION TRENCH SECTION NTS � S"""�O DRAINAGE & UTILITIES SCALE: 1 "=20'-0" REFERENCE: DRAINAGE CALCULATIONS, M&R ENGINEERING DATED: MAY 2007 THE PROPOSED DRAINAGE SYSTEM MEETS QUALITY TREATMENT AND ATTENUATION FOR 10 YEAR 24 HOUR STORM, 25 YEAR 24 HOUR STORM AND MEAN ANNUAL STORM. THE SYSTEM CONSISTS OF OPEN RETENTION AREAS AND EXFILTRATION TRENCHES. .EXISTING; f;ONDITIQNS TOTAL SITE AREA = 13,575.98 SF = 100% EXISTING CONCRETE ON LOT 24 TO BE DEMOLISHED = 5,005.81 SF = 36% IMPERVIOUS g PROPOSED CONDITIONS (ZONING COVERAGE): BUILDING AREA = 3,000 S.F. = 23% PARKING AREA = 6.423 SF = 45 % TOTAL COVERAGE (IMPERVIOUS & PERVIOUS) = 9,423 SF = 69% TOTAL OPEN AREA = 4,153 SF = 31 % TOTAL PARCEL = 13,576 SF = 100% ENVIRONMENTAL REQUIREMENTS, AQUIFER RECHARGE AREA MAXIMUM IMPERVIOUS = 35% (4,752 SF) EXISTING IMPERVIOUS = 5,005.81 SF (36%) PROPOSED NOT TO EXCEED PROPOSED CONDITIONS (ENVIRONMENTAL STANDARDS) PROPOSED IMPERVIOUS: w BUILDING = 3,000 SF PADS & SIDEWALKS = 273 SF TYPE A CONCRETE (DRIVEWAYS) = 1605 SF TOTAL IMPERVIOUS = 4,878 SF (36%) = 3fV EXISTING IMPERVIOUS PROPOSED PERVIOUS: TYPE B PERVIOUS CONCRETE DRIVEWAY/PARKING = 4,545 SF LANDSCAPE AND SODDED = 4.153 SF TOTAL PERVIOUS: 8,698 SF (64%) POTABLE WATER DEMAND EXISTING 5/8"x3/4" METER EXISTING FLOW: 1,000 GAL/MO AVERAGE OR 33 GPD PROPOSED ADD'L FLOW: 3 WC & LAV =0.38 ERU =0.38x250 GPD=95 GPD TOTAL PROPOSED + EXISTING FLOW: =128 GPD<250 GPD (1 ERU) EXISTING METER IS OKAY 0 0 0 0 W.M. FLOW REDUCED PRESSURE PLAN VIEW BACKFLOW PREVENTER WITH GATE VALVES C;r UNION W.M. N 00 FINISHED GRADE ELEVATION NOTES 1. ALL BUILDINGS WITH FIRE SPRINKLER PROTECTION SYSTEMS INCLUDING SINGLE FAMILY RESIDENTIAL ARE REQUIRED TO INSTALL DOUBLE CHECK BACKFLOW PREVENTER WITH REDUCED PRESSURE ZONE FEATURE AS DETERMINED BY UTILITY. 2. ALL MULTI—STORY, MULTI—FAMILY SERVICES ARE REQUIRED TO INSTALL RPZ BACKFLOW PREVENTORS. 3. APPROVED EQUALS HAVING FULL UL, USC, AND AWWA CERTIFICATIONS MAY BE INSTALLED ONLY AFTER SPECIFIC APPROVAL BY IRCDUS. 4. SUPPORT BACKFLOW PREVENTER FROM WALL OR APPROVED PIPE SUPPORT SYSTEM. PIPE SUPPORT SYSTEM SHALL BE BRASS, COPPER OR D.I.P., AS APPROVED BY tRCDUS. 5. BELOW GROUND INSTALLATION IN A VAULT MAY BE CONSIDERED FOR APPROVAL IF FINISHED GRADE OF BOTTOM OF VAULT IS AT LEAST 1'—O" ABOVE THE HIGH WATER LEVEL. 6. PIPING 2-1/2" OR GREATER SHALL BE FLANGED DUCTILE IRON PIPE. 7. ALL MATERIALS ARE TO BE PER IRCDUS APPROVED MANUFACTURERS' PRODUCT LIST. 8. ALL FASTENERS SHALL BE 316 STAINLESS STEEL (OR APPROVED EQUAL). 9. ALL RPZ BACK FLOW PREVENTERS SHALL BE CERTIFIED BY APPROVED TESTER AND APPROPRIATE CERTIFIED FORM SUBMITTED TO IRCDUS. DRAWING INDIAN RIVER COUNTY NO. DEPARTMENT OF BACKFLOW PREVENTER UTILITIES SERVICES * W-9 .nAx mor IN w (j) W o Pt R cj) o k W 'Q (7 •J Z 1 to 0 V z W O M M�Z c� fl 6.4Q �wWo� Z j C Q : cow a: Ow LJ %lit O U cl� V) Lei Q -r t.,J = z wm DATE 4/8/07 DESIGNED BY MC DRAWN BY GT CHECKED BY MC FILE NUMBER NONE PROJECT NO. SHEET OF 5 8 ` DRAWING NO. F g w WO z g Q iD w m LL O Ix w iL H tom - 0 4. a- I w (j) W o Pt R cj) o k W 'Q (7 •J Z 1 to 0 V z W O M M�Z c� fl 6.4Q �wWo� Z j C Q : cow a: Ow LJ %lit O U cl� V) Lei Q -r t.,J = z wm DATE 4/8/07 DESIGNED BY MC DRAWN BY GT CHECKED BY MC FILE NUMBER NONE PROJECT NO. SHEET OF 5 8 ` DRAWING NO. DRAINAGE STRUCTURE TABLE 5,45" CIPL 5'-1" PKttAST ID RIM N INV. S INV. E INV. W INV. SUMP TYPE '11 1„ DS1 31.85 26.75 29.40 24.75 FDOT TYPE D INLET 2 a _ 4'-1" _ 2 4 4'-1" I- 4'-1" DS2 31.85 26.75 29.40 24.75 FDOT TYPE D INLET o� J 0Ul 'cf) ih DS3 30.00 ADS FLARED END SECTION v a 81' 8" CIPL ;t vr`- 6�� PRECAST = DS4 30.25 ADS FLARED END SECTION s s � co C PL 12"0 PIPE<j flS5 31.30 27.75 30.00 25.75 FDOTRTYPE OL CUINLETE PRECAST p LA N - DS6 26.50 ADS FLARED END SECTION 311 �� 5'-5" CIPL 5a CIPL 6,_0„ - 5- CIPL - 5'-1" PRECAST 3 3" PRECAST 1 3 3" PRECAST - 4'-1" .{ {.�N 14 2 1 2" r I I i I I } I MIN. cA '� --- i 1" MIN. l" MIN. QC Grate -� 5/16" ALUMINUM 1 /2" � GA. > Eye Bolt PLATE SKIMMER I f EXP. ANCH. MIN. X - I' See Index 201 PLAN VIEW " a. 9/16" x 1" SLOTTED W Bats ALT. A STRUCTURE BOTTOM 2 PER BRACKET Q12 Ctrs. \ r � @ 6" V ,TYP. ?:HORZ. WALL REINF. SUSFTEEL6631' TYP. _T SEE TABLE 2 Index 232 TOP SKIMMER EL. = 32.50 / CIPL �#4 Bars GRATE EL. = 31.30 SKIMMER DETAIL PRECAST SECTION @ 11" Ctrs. FDOT TYPE D INLET DETAIL BOTT. SKIMMER EL. = 30.75 NTS �` ADJUST SKIMMER PIPE INV. EL. = 27.75 TO FIT FIELD CONDITIONS FINISH PAVEMENT TRAFFIC BEARING INLET BOTT. EL. = 25.75 PIPE ADS/N-12 SURFACE GRATE ''Cll ii i�ii•- . , , 1A .i i� ii MODIFIED TYPE "C" -� F.D.O.T. PRECAST SECTION VIEW " CONCRETE BOX INLET NOTES: FILTER FABRIC 1. CHAIN GRATE TO OVERFLOW INLET A, ENVELOPE, MIRAFI 140-N 3' SEGMENT OF CONTROL STRUCTURE DETAIL, DS5 • NON NTS ` -PERFORATED 24" ADS PIPE PERFORATED 24" ADS FINISH PAVEMENT SURFACE PIPE, REFER TO EXFILTRATION TRENCH DETAIL `n FILTER FABRIC RUSHED STONE WEEP HOLE- - 12" DIA. OVERLAP (NO. 4 COURSE AGGREGATE) Q"- . ^�� a ELEVATION 1' MIN. ' 30.00 47 TYP cj, a C144 ADS/N-12 a PERFORATED PIPE ' ". '• •. • o oo 0 ... a , �RUSHED STONE A v V V (NO. 4 COURSE AGGREGATE) - Q " GALVANIZED 0 0 o HARDWARE CLOTH FILTER FABRIC ENVELOPE, MIRAFI 140-N ✓1s o v 0 0 0 -� ILTER FABRIC ENVELOPE, 26.25 MIRAFI 140-N RUSHED STONE p4PE _ _as 18" U.D. -, (NO. 4 COURSE AGGREGATE) 6..375' PIPE CONNECTION DETAIL, EXFILTRATION TRENCH SECTION NTS NTS Post Options: Wood 19f. 0 / Optional Post Positions Principle Post Position Wood 2"x 4" I ( Canted 20° Toward Flov4 " Oak 1" x 1 , ' Filter Fabric (in 81 Steel 1.33 Lbs/Ft. Min. V Max. _ Conformance With 1 n Sec. 985 FDOT Spec) >� Fitter Fabric / I j::jft:Flow .. / O c tv) to ►' +/ �, ELEVATION SECTION � 'mow . r Y•. Note: Sift Fence to be paid for under the contract unit price for Staked Sift Fence (LF) . z TYPE III SILT FENCE Sift Flow Type III Slit Fence Note: Spacing for Type III Fence to be in Type III Sift Fence Protection accordance with Chart 1, Sheet 1 of 3 Around Ditch Bottom Inlets. end ditch installations at drainage Do not deploy in a manner that sift fences will act as a dam across permanent flowing structures Sheet 2 of 3. watercourses. Sift fends are to be used at upland locations and turbidity barriers Type ill Sift Fence used at permanent bodies of water. TYPE III SILT FENCE DETAIL i PE THREADED ROD W/WING NUTS AND SPACERS SEE NOTE �- L w A - -� FRONT VIEW TOP VIEW RIGHT SIDE VIEW PART # PIPE SIZE A (MAX) H L W 12 IN p6.50 IN 10.00 IN 6.50 IN 25.00 IN 29.00 IN 121ONP (300 MM) (165 MM) (254 MM) (165 MM) (635 MM) (737 MM) 15 IN 6.50 IN 10.00 IN 6.50 IN 25.00 IN 29.00 IN 151ONP (375 MM) (165 MM) (254 MM) (165 MM) (635 MM) (737 MM) 181ONP 18 IN 7.50 IN 15.00 IN 6.50 IN 32.00 IN 35.00 IN (450 MM) (191 MM) (381 MM) (165 MM) (813 MM) (889 MM) 241ONP 24 IN 7.50 IN 18.00 IN 6.50 IN 36.00 IN 45.00 IN (600 MM) (191 MM) (457 MM) (165 MM) (914 MM) (1143 MM) 3015NP 30 IN 7.50 IN 12.00 IN 8.60 IN 58.00 IN 63.00 IN (750 MM) (191 MM) (305 MM) (218 MM) (1473 MM) (1600 MM) 36 IN 7.50 IN 25.00 IN 8.60 IN 58.00 IN 63.00 IN 3615NP (900 MM) (191 MM) (635 MM) (218 MM) (1473 MM) (1600 MM) NOTE: PE THREADED ROD W/WING NUTS PROVIDED FOR END SECTIONS 12'-24". 30" & 36" END SECTIONS REQUIRE TWO (2) THREADED RODS FOR ASSEMBLE. NOTE ALL DIMENSIONS ARE NOMNAL ADS FLARED END SECTION NTS NOTE: THIS DETAIL IS FOR REFERENCE PURPOSES. SEE FDOT ROADWAY AND TRAFFIC DESIGN STANDARDS INDEX NOS. 17346 & 17355 AND FLORIDA ACCESSIBILITY CODE FOR BUILDING CONSTRUCTION, LATEST VERSION FOR FURTHER DETAILS. 6" WHITE 6" BLUE REFLECTIVE REFLECTIVE PAINT PAINT r PARKING BY DISABLED PERMIT ONLY ' F-(VIOLATION 1 ( $100 FINE !) FDOT SIGN #FTP -26 #4 DOWEL FOR ANCHORING 11.7 2 REQUIRED II #4 5--8" \ I LONG in I #4 DOWEL-- of z Ir - 1' -0" 4'-0" 6'-0" FRONT ELEVATION PRECAST WHEEL STOP DETAIL NTS SECTION NTS "DISABLED PARKING" SIGN (TYP.) L � WALKWAY � "UNIVERSAL" ACCESSIBLE LAYOUT W/CURB CUT SHOWN NOTES: 1. TOP PORTION OF FTP 25 & 26 SHALL HAVE A REFLECTIVE BLUE BACKGROUND WITH WHITE REFLECTIVE SYMBOL AND BORDER. 2. BOTTOM PORTION SHALL HAVE A REFLECTIVE WHITE BACKGROUND WITH BLACK OPAQUE LEGEND AND BORDER. 3. FTP 25 & 26 MAY BE FABRICATED ON ONE PANEL OR TWO. 4. FTP 25 MAY BE SUBSTITUTED FOR THE FTP 26 IN AREAS WHERE SPACE IS LIMITED. 5. SIGNS ARE TO BE MOUNTED AT STANDARD HEIGHT (7 FEET FROM PAVEMENT TO BOTTOM OF SIGN). DISABLED PARKING DETAILS CTNE PAINT SYMBOL (OPTIONAL) { PARKING BY DISABLED PERMri' L_ \y ONLY f VIOLATION $100 FINE ) 7 FDOT SIGN #FTP -25 4" CONCRETE SIDEWALK MESH. MIN. 3000 PSI SEE PLAN FOR WIDTH BROOM FINISH FINISH GRADE 2" BELOW SWK PRIOR TO SODDING SLOPE VARIES 6" STAB. SUBGRADE N 1 J MIN. 40 LBR --- 6„ NOTES: 1. PROVIDE EXPANSION JOINTS AT CONNECTION POINTS OF OTHER IMPERVIOUS SURFACES INCLUDING BUT NOT LIMITED TO PAVEMENT, CURBS, OTHER SIDEWALKS, ETC. SEE TYPICAL DETAIL. 2. PROVIDE EXPANSION AND CONTRACTION JOINTS AT LOCATIONS PER FDOT INDEX NO. 310 FOR ENTIRE LENGTH OF SIDEWALK. SEE TYPICAL DETAIL. 4 w CO C U O m U Ul C0 U.0 � O co U W a u5 0 � r a - N 3. CONSTRUCT 2' BUFFERS AT FRONT AND BACK OF SIDEWALK WITH MAX SLOPE OF , - 3/4" PER FOOT. SIDEWALK DETAIL Z NTS 0--f Z RADIUS = 25'0.4 V R + Z U cc cl #5 q r �„ 1 1 1 �• i`� 1 1 `j ' W DRIVEWAY FOOTER TYP. IN ROW z NTS hW Z m �- W ©opo via 6" PERVIOUS CONCRETE CONCRETE CURB SLOPE °�°- 6" w CL III 1I 0 W M 00 LL v 8 COMPACT SUBGRADE TO 94% ±2% LANDSCAPED W MAX. DRY DENSITY, ASTM D1157 OR AREA Iw a AASHTO T180, MOISTURE CONTENT 3% LBR 20±2, CLEAN #1 SAND, NO ORGANICS Iz TYP. PERVIOUS CONC. DATE (TYPE SECTION 4/8/07 ( I P E B C'` O N C R ET EI DESIGNED BY NTS MC DRAWN BY GT CHECKED BY MC FILE NUMBER °� .: n.:.� •r' 6" 3000 PSI CONCRETE NONE PROJECT NO. 6" COMPACTED SUBGRADE _ 98% COMPACTION 40 LBR SHEET OF TYP. CONCRETE 6 8 PAVEMENT SECTION DRAWING NO. (TYPE A CONCRETE1 C-3 NTS Q Uj Q r- GENERAL SPECIFICATION NOTES 1 , THE CONTRACTOR SHALL BE RESPONSIBLE TO FURNISH ALL MATERIALS AND LABOR REQUIRED TO CONSTRUCT THE FACILITIES SHOWN AND DESCRIBED IN THE PLANS IN CONFORMANCE WITH THE SPECIFICATIONS AND REQUIREMENTS OF THE CITY OF SEBASTIAN, INDIAN RIVER COUNTY, FLORIDA DEPARTMENT OF TRANSPORTATION, AND ANY OTHER AGENCIES HAVING JURISDICTION OVER APPLICABLE PORTIONS OF THE PROJECT. THE CONTRACTOR SHALL OBTAIN A COPY OF THE SOIL REPORT REFERENCED HEREIN AND VISIT THE SITE PRIOR TO BIDDING TO DETERMINE EXISTING CONDITIONS, HE SHALL CLEAR AND GRUB ALL RIGHT OF WAYS, TRACTS, AND EASEMENTS UNLESS OTHERWISE INDICATED, REMOVING TREES, STUMPS, ROOTS, MUCK, AND ALL OTHER DELETERIOUS MATERIAL. 2. THE CONTRACTOR SHALL BE RESPONSIBLE TO OBTAIN AND WILL PAY FOR ALL REQUIRED CONSTRUCTION PERMITS AND BONDS PRIOR TO CONSTRUCTION. 3. THE CONTRACTOR SHALL HAVE AVAILABLE AT THE JOB SITE, AT ALL TIMES, COPIES OF THE CITY OF SEBASTIAN STANDARD SPECIFICATIONS AND STANDARD DETAILS, ONE COPY OF THE CONTRACT DOCUMENTS INCLUDING PLANS, SPECIFICATIONS, AND ANY SPECIAL PROVISIONS, AND COPIES OF ALL REQUIRED CONSTRUCTION PERMITS. 4. ANY DISCREPANCIES ON THE DRAWINGS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER OF RECORD PRIOR TO COMMENCING WORK. NO FIELD CHANGES OR DEVIATIONS FROM DESIGN SHALL BE MADE WITHOUT PRIOR APPROVAL OF THE ENGINEER OF RECORD. WHEN PROPOSED IMPROVEMENTS CONFLICT WITH EXISTING UTILITIES, THE CONTRACTOR SHALL BE RESPONSIBLE TO ADJUST THE UTILITIES UNDER THE GUIDANCE OF THE APPROPRIATE UTILITY OWNER. 5. THE CONTRACTOR SHALL CONTACT ALL CONCERNED UTILITIES AT LEAST 48 HOURS IN ADVANCE OF CONSTRUCTION OPERATIONS. 6. ALL COPIES OF MATERIALS TESTING RESULTS REQUIRED BY AGENCIES HAVING JURISDICTION OVER THE PROJECT ARE TO BE SENT TO THE RESPECTIVE MUNICIPALITY'S PUBLIC WORKS OR ENGINEERING DEPARTMENTS, AND THE ENGINEER OF RECORD, DIRECTLY FROM THE TESTING LABORATORY. TESTING ON PAVED AREAS SHALL BE SPECIFIED ON THE PLANS. COPIES OF ALL TESTING RESULTS SHALL BE PROVIDED TO THE CITY OF SEBASTION TRANSPORTATION AND DRAINAGE INSPECTOR. 7, THE CONTRACTOR SHALL ASSIST THE PROJECT SURVEYOR IN THE OBTAINING OF DATA REQUIRED FOR PREPARATION OF REQUIRED AS -BUILT DRAWINGS REQUIRED BY THE APPROPRIATE JURISDICTIONS AND UTILITIES ACCEPTING THE PUBLIC IMPROVEMENTS. HE SHALL COORDINATE TIMES OF WORK AND MAKE SURE UTILITY LINES ARE NOT COVERED UP PRIOR TO SURVEYOR'S LOCATIONS. ANY UNCOVERING OF SUCH WORK NOT COORDINATED WILL BE THE CONTRACTOR'S RESPONSIBILITY. 8. FOR WATER AND SANITARY SEWER LOCATES, TESTING AND INSPECTIONS CALL (772) 567-8000, ALL INSPECTIONS, TESTING AND LOCATES REQUIRE A 48 HOUR NOTICE. 9. PROVIDE NOTIFICATION TO CITY OF SEBASTIAN ENGINEERING AT (772) 589-5490 48 HOURS PRIOR TO CONSTRUCTION START. 10. PROVIDE AS -BUILT INFORMATION TO THE CITY OF SEBASTIAN FIVE WORKING DAYS PRIOR TO A REQUEST FOR A CERTIFICATE OF OCCUPANCY. 11. THE CONTRACTOR WILL NOTIFY THE SEBASTIAN PUBLIC WORKS DEPARTMENT RIGHT-OF-WAY SERVICES TO ATTEND THE SCHEDULED PR ON UCTION M EC STR FETING PRIOR0 T CONSTRUCTIONT SART THE CONTRACTOR WILL NOTIFY FY RIGHT-OF-WAY SERVICES 48 HOURS PRIOR TO ANY OFFSITE EXCAVATION. THE CONTRACTOR WILL PROVIDE RIGHT-OF-WAY SERVICES WITH A COPY OF ALL TEST RESULTS FROM PROPOSED IMPROVEMENTS, ALL CONCRETE TESTS AND ALL DENSITY AND COMPACTION RESULTS FROM THE PROJECT. THE CONTRACTOR WILL PROVIDE RIGHT-OF-WAY SERVICES WITH THE CORRECT INFORMATION (NAME AND PHONE NUMBERS TO CONTACT THE SUBCONTRACTOR) A SEQUENCE OF WORK IS REQUESTED. ALL COORDINATION FOR RIGHT-OF-WAY SERVICES CAN BE ACCOMPLISHED BY USING THE FOLLOWING CONTACT INFORMATION: PUBLIC WORKS DEPARTMENT, RIGHT-OF-WAY SERVICES, (772) 589-5490 SITE CLEARING AND DEMOLITION 12. CONTRACTOR SHALL REMOVE EXISTING CONCRETE AND FENCING MATERIAL AND LEGALLY DISPOSE OFFSITE. BASE MATERIAL MAY REMAIN DEPENDANT UPON MEETING COMPACTION REQUIREMENTS SPECIFIED. 13. PROTECT EXISTING TREES AND VEGETATION THAT IS TO REMAIN IN PLACE, RELOCATE IF SHOWN TO DO SO OR IF DEAD AND IS TO BE REPLACED. 14. REMOVE ALL TREES, SHRUBS, GRASS, AND OTHER VEGETATION, IMPROVEMENTS, OR OBSTRUCTIONS AS REQUIRED TO PERMIT INSTALLATION OF NEW CONSTRUCTION. REMOVE ITEMS ELSEWHERE OR OFFSITE. 15. TRAFFIC: CONDUCT SITE CLEARING OPERATIONS TO ENSURE MINIMUM INTERFERENCE WITH ROADS AND OTHER ADJACENT FACILITIES. DO NOT CLOSE OR OBSTRUCT STREES. WALKS OR OTHER OCCUPIED OR USED FACILITIES WITHOUT PERMISSION FROM AUTHORITIES HAVING JURISDICTION. 16. PROTECTION OF EXISTING IMPROVEMENTS: PROVIDE PROTECTION NECESSARY TO PREVENT DAMAGE TO EXISTING IMPROVEMENTS INDICATED TO REMAIN IN PLACE. PROTECT IMPROVEMENTS ON ADJOINING PROPERTIES. RESTORE DAMAGED IMPROVEMENTS TO THEIR ORIGINAL CONDITION AS ACCEPTABLE TO PARTIES HAVING JURISDICTION. 17. CONTRACTOR SHALL LOCATE AND FLAG TREES TO REMAIN. CONTACT ENGINEER PRIOR TO CLEARING. 18. WATER AND MAINTAIN EXISTING TREES AND VEGETATION THAT IS TO REMAIN TO MAINTAIN HEALTH DURING CONSTRUCTION. 19. COMPLETELY REMOVE STUMPS, ROOTS, AND OTHER DEBRIS UNLESS IDENTIFIED TO REMAIN. EARTHWORK 20. REMAINING BASE MATERIAL UNDER EXISTING PARKING LOT MAY BE REUSED UPON INDEPENDENT GEOTECHNICAL INSPECTION. CONTRACTOR IS TO ARRANGE INSPECTION SERVICES. ADDITIONAL SUB -BASE AND BASE MATERIALS BROUGHT TO THE SITE SHALL BE INSPECTED AND PROVIDE INDEPENDENT GEOTECHNICAL COMPACTION INSPECTIONS PRIOR TO PROCEEDING TO CONCRETE OR ASPHALT TOPPING. 21. BACKFILL AND FILL MATERIALS ARE TO MEET ASTM D 2487 SOIL CLASSIFICATION GROUPS GW, GP, GM, SW, SP AND SM; FREE OF ROCK OR GRAVEL LARGER THAN 2 INCHES IN ANY DIMENSION, DEBRIS, WASTE, VEGETATION AND OTHER DELETERIOUS MATTER. 22. BASE AND SUBBASE MATERIAL: NATURALLY OR ARTIFICALLY GRADED MIXTURE OF NATURAL OR CRUSHED GRAVEL, CRUSHED STONE, AND NATURAL OR CRUSHED SAND, ASTM D 2940 MEETING THE REQUIREMENTS OF SECTION 911 OF THE FOOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION. 23. DRAINAGE FILL MATERIAL; WASHED EVENLY GRADED MIXTURE OF UNCRUSHED OR CRUSHED GRAVEL OR CRUSHED STONE, ASTM D 448, COARST AGGREGATE GRADING SIZE 57, WITH 100 PERCENT PASSING A 1- '} INCH SIEVE AND 0 TO 5 PERCENT PASSING A NO. 50 SIEVE. 24. CONTRACTOR SHALL COMPLY WITH LOCAL CODES, ORDINANCES, AND REQUIREMENTS OF AUTHORITIES HAVING JURISDICTION TO MAINTAIN STABLE EXCAVATIONS. CONTRACTOR SHALL COMPLY WITH THE TRENCH SAFETY ACT. 25. EXCAVATION FOR STRUCTURES: EXCAVATE TO INDICATED ELEVATIONS AND DIMENSIONS WITHIN A TOLERANCE OF PLUS OR MINUS 0.10 FOOT. EXTEND EXCAVATIONS A SUFFICIENT DISTANCE FROM STRUCTURES FOR PLACING AND REMOVING CONCRETE FORMWORK, INSTALLING SERVICES, COMPACTION EQUIPMENT AND OTHER CONSTRUCTION AND FOR INSPECTIONS. 26. EXCAVATION FOR FOOTINGS AND FOUNDATIONS: DO NOT DISTURB BOTTOM OF EXCAVATION. EXCAVATE BY HAND TO FINAL GRADE JUST BEFORE PLACING CONCRETE REINFORCEMENT. TRIM BOTTOMS TO REQUIRE LINES AND GRADES TO LEAVE SOLID BASE TO RECEIVE OTHER WORK. 27. EXCAVATION FOR UNDERGROUND STRUCTURES AND MECHANICAL OR ELECTRICAL APPURTENANCES: EXCAVATE TO ELEVATIONS AND DIMENSIONS INDICATED WITHIN A TOLERANCE OF PLUS OR MINUS 0.10 FOOT. DO NOT DISTURB BOTTOM OF EXCAVATIONS INTENDED FOR BEARING SURVACE. 28. EXCAVATE TRENCHES TO UNIFORM WIDTHS TO PROVIDE A WORKING CLEARANCE ON EACH SIDE OF PIPE OR CONDUIT. EXCAVATE TRENCH WALLS VERTICALLY FROM THEIR TRENCH BOTTOM TO 12 INCHES HIGHER THAN TOP OF PIPE OR CONDUIT, UNLESS OTHERWISE INDICATED. 29. TRENCH BOTTOMS EXCAVATE AND SHAPE TRENCH BOTTOMS TO PROVIDE UNIFORM BEARING AND SUPPORT OF PIPES AND CONDUIT. SHAPE SUBGRADE TO PROVIDE CONTINUOUS SUPPORT FOR BELLS, JOINTS, AND BARRELS OF PIPES AND FOR JOINTS, FITTINGS, AND BODIES OF CONDUITS. REMOVE STONES AND SHARP OBJECTS TO AVOID POINT LOADING. 29.1. FOR PIPES OR CONDUIT LESS THAN 6 INCHES IN NOMINAL DIAMETER AND FLAT-BOTTOMED, MULTIPLE -DUCT CONDUIT UNITS. HAND -EXCAVATE TRENCH BOTTOMS AND SUPPORT PIPE AND CONDUIT ON AN UNDISTURBED SUBGRADE. 29.2. FOR PIPES AND CONDUIT 6 INCHES OR LARGER IN NOMINAL DIAMETER, SHAPE BOTTOM OF TRENCH TO SUPPORT BOTTOM 90 DEGREES OF PIPE CIRCUMFERENCE. FILL DEPRESSIONS WITH TAMPED SAND BACKFILL. 29.3. WHERE ENCOUNTERING ROCK OR OTHER UNYIELDING BEARING SURFACE, CARRY TRENCH EXCAVATION 6 INCHES BELOW INVERT ELEVATION TO RECEIVE BEDDING COURSE. 30. RECONSTRUCT SUBGRADES DAMAGED BY RAIN, ACCUMULATED WATER, OR CONSTRUCTION ACTIVITIES. 31. CONTRACTOR SHALL PROVIDE 6" WIDE 4 MILS THICK DETECTABLE WIRING TAPE MADE FROM ACID AND ALKALI RESISTANT POLYETHYLENE FILM INSCRIBED WITH THE DESCRIPTION OF THE UTILITY. THE DETECTOR TAPE IS TO BE BURIED UP TO 2'-6" DEEP OVER NON-FERRIOUS PIPE, COLORS TO MATCH UTILITIES. 32. CAREFULLY COMPACT MATERIAL UNDER PIPE HAUNCHES AND BRING BACKFILL EVENLY UP ON BOTH SIDES AND ALONG THE FULL LENGTH OF UTILITY PIPING OR CONDUIT TO AVOID DAMAGE OR DISPLACE OF UTILITY. 33. PLACE AND COMPACT FINAL BACKFILL OF SATISFACTORY SOIL MATERIAL TO FINAL SUBGRADE ELEVATION. 34. PLACE FILL MATERIAL IN LAYERS TO REQUIRED ELEVATIONS FOR EACH LOCATION LISTED BELOW: 34.1. UNDER GRASS: USE SATISFACTORY EXCAVATED OR BORROW SOIL MATERIAL 34.2. UNDER WALKS AND PAVEMENTS, USE SUBBASE OR BASE MATERIAL. 34.3. UNDER FOOTINGS AND FOUNDATIONS USE ENGINEERED FILL. 35. UNIFORMLY MOISTEN OR AERATE SUBGRADE AND EACH SUBSEQUENT FILL OR BACKFILL LAYER BEFORE COMPACTION TO WITHIN 2 PERCENT OF OPTIMUM MOISTURE CONTENT. 35.1. DO NOT PLACE BACKFILL OR FILL MATERIAL ON SURFACES THAT ARE MUDDY. 35.2. REMOVE AND REPLACE, OR SCARIFY AND AIR-DRY SATISFACTORY SOIL MATERIAL THAT IS TOO WET TO COMPACT TO SPECCIFIED DENSITY. 35.3. STOCKPILE OR SPREAD AND DRY REMOVED WET SATISFACTORY SOIL MATERIAL. 36. PLACE BACKFILL AND FILL IN LAYERS NOT MORE THAN 8 INCHES IN LOOSE DEPTH FOR MATERIAL COMPACTED BY HEAVY COMPACTION EQUIPMENT, AND NOT MORE THAN 4 INCHES IN LOOSE DEPTH FOR MATERIAL COMPACTED BY HAND OPERATED TAMPERS. 0 37. COMPACT SOIL TO NOT LESS THAN FOLLOWING PERCENT OF MAXIMUM DRY DENSITY IN ACCORDANCE WITH ASTM D 1557: 37.1. BUILDING SLABS AND PAVEMENT: TOP 12 INCHES: 95 % 37.2. WALKWAYS: TOP 6 INCHES: 95 37,3. SOD: 90 % 38. GRADING: SLOPE GRADES AWAY FROM BUILDING, PREVENT PONDING, TOLERANCE FOR FINAL GRADE IS PLUS OR MINUS 0.1 FOOT FOR SOD/GRASSED AREAS AND WALKWAYS AND PLUS OR MINUS j INCH FOR PAVEMENTS. 39. BASE AND SUBBASE COURSE MATERIALS UNDER PAVEMENTS AND WALKWAYS SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTIONS 160 AND 200 OF THE FDOT STANDARD SPECFICATIONS. 40. COMPACT BASE AND SUBBASE AT OPTIMUM MOISTURE CONTENT TO REQUIRED GRADES, LINES, CROSS SECTIONS AND THICKNESS TO NOT LESS THAN 95% OF ASTM D 4254 RELATIVE DENSITY, SHAPE SUBBASE AND BASE TO REQURIED CROWN ELEVATIONS AND CROSS -SLOPE GRADES, 41. TESTING SERVICES: SUBGRADE AND BACKFILL IS TO BE TESTED BY AN INDEPENDENT GEOTECHNICAL TESTING FIRM. DO NOT PROCEED UNTIL TEST RESULTS ARE RECEIVED AND MEET WITH REQUIREMENTS. 42. IN-PLACE DENSITY FOR FOOTINGS SUBGRADE AT LEAST ONE TEST AT EACH SOIL STRATUM TO VERIFY BEARING CAPACITIES ARE ACCEPTABLE. UNDER PAVEMENT AND BUILDING SLABS, CONDUCT TESTING AT SUBGRADE AND EACH COMPACTED FILL LAYER. PERFORM AT LEAST ONE TEST FOR EVERY 2000 SF OF PAVED AREA OR BUILDING SLAB. TEST TRENCH BACKFILL AT LEAST EVERY 300 FEET OF UTILITY TRENCH. 43. WHEN GEOTECHNICAL TESTING REPORTS ARE BELOW SPECIFIED DENSITY, SCARIFY AND MOISTEN OR AERATE OR REMOVE AND REPLACE01 S LTO DEPTH REQUIRED, RECOMPACT AND RETEST UNTIL REQUIRED DENSITY IS OBTAINED. 44. COORDINATE WITH UTILITY COMPANY ANY PLANNED OUTAGE OF SERVICE. PROVIDE NO LESS THAN TWO DAYS ADVANCE NOTICE OF UTILITY INTERRUPTION. SEDIMENT CONTROL NOTES 1. SEDIMENT BASINS AND TRAPS, PERIMETER DIKES, SEDIMENT BARRIERS AND OTHER MEASURES INTENDED TO TRAP SEDIMENT SHALL BE CONSTRUCTED AS A FIRST STEP IN ANY LAND -DISTURBING ACTIVITY AND SHALL BE MADE FUNCTIONAL BEFORE UPSLOPE LAND DISTURBANCE TAKES PLACE. 2. ALL SEDIMENT CONTROL MEASURES ARE TO BE ADJUSTED TO MEET FIELD CONDITIONS AT THE TIME OF CONSTRUCTION AND BE CONSTRUCTED PRIOR TO ANY GRADING OR DISTURBANCE OF EXISTING SURFACE MATERIAL ON BALANCE OF SITE. PERIMETER SEDIMENT BARRIERS SHALL BE CONSTRUCTED TO PREVENT SEDIMENT OR TRASH FROM FLOWING OR FLOATING ONTO ADJACENT, PROPERTIES. 3. PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO DENUDED AREAS WITHIN SEVEN DAYS AFTER FINAL GRADE IS REACHED ON ANY PORTION OF THE SITE. TEMPORARY SOIL STABILIZATION SHALL BE APPLIED WITHIN SEVEN DAYS TO DENUDED AREAS THAT MAY NOT BE AT FINAL GRADE BUT WILL REMAIN UNDISTURBED FOR LONGER THAN 30 DAYS. PERMANENT STABILIZATION SHALL BE APPLIED TO AREAS THAT ARE TO BE LEFT UNDISTURBED FOR MORE THAN ONE YEAR, 4. DURING CONSTRUCTION OF THE PROJECT, SOIL STOCKPILES SHALL BE STABILIZED OR PROTECTED WITH SEDIMENT TRAPPING MEASURES. THE APPLICANT IS RESPONSIBLE FOR THE TEMPORARY PROTECTION AND PERMANENT STABILIZATION OF ALL SOIL STOCKPILES ON SITE AS WELL AS SOIL INTENTIONALLY TRANSPORTED FROM THE PROJECT SITE. BREVARD COUNTY CODE CHAPTER 14 SECTION 20.17 SHOULD BE CONSULTED FOR PROTECTION OF STOCKPILES FROM WIND. 5. A PERMANENT VEGETATIVE COVER SHALL BE ESTABLISHED ON DENUDED AREAS NOT OTHERWISE PERMANENTLY STABILIZED. I I ZED PERMANENT N T VEGETATION SHALL NOT BE CONSIDERED ESTABLISHED UNTIL A GROUND COVER IS ACHIEVED THAT, IN THE OPINION OF THE REVIEWER, IS UNIFORM, MATURE ENOUGH TO SURVIVE AND WILL INHIBIT EROSION. 6. AFTER ANY SIGNIFICANT RAINFALL, SEDIMENT CONTROL STRUCTURES WILL BE INSPECTED FOR INTEGRITY. ANY DAMAGED DEVICES SHALL BE CORRECTED IMMEDIATELY. 7. SEDIMENT WILL BE PREVENTED FROM ENTERING ANY STORM DRAIN SYSTEM, DITCH OR CHANNEL 'ALL STORM SEWER INLETS THAT ARE MADE OPERABLE DURING CONSTRUCTION SHALL BE PROTECTED SO THAT SEDIMENT -LADEN WATER CANNOT ENTER THE CONVEYANCE SYSTEM WITHOUT FIRST BEING FILTERED OR OTHERWISE TREATED TO REMOVE SEDIMENT, 8. PERIODIC INSPECTION AND MAINTENANCE OF ALL SEDIMENT CONTROL STRUCTURES MUST BE PROVIDED TO ENSURE INTENDED PURPOSE IS ACCOMPLISHED. THE DEVELOPER, OWNER, AND/OR CONTRACTOR SHALL BE CONTINUALLY RESPONSIBLE FOR ALL SEDIMENT LEAVING THE PROPERTY. SEDIMENT CONTROL MEASURES SHALL BE IN WORKING CONDITION AT THE END OF EACH WORKING DAY. 9. WHERE CONSTRUCTION VEHICLE ACCESS ROUTES INTERSECT PAVED PUBLIC ROADS, PROVISIONS SHALL BE MADE TO MINIMIZE THE TRANSPORT OF SEDIMENT BY TRACKING ONTO THE PAVED SURFACE. WHERE SEDIMENT IS TRANSPORTED ONTO A PUBLIC ROAD SURFACE WITH CURBS AND GUTTERS, THE ROAD SHALL BE CLEANED THOROUGHLY AT THE END OF EACH DAY. SEDIMENT SHALL BE REMOVED FROM THE ROADS BY SHOVELING OR SWEEPING AND TRANSPORTED TO A SEDIMENT CONTROL DISPOSAL AREA, STREET WASHING SHALL BE ALLOWED ONLY AFTER SEDIMENT IS REMOVED IN THIS MANNER. THIS PROVISION SHALL APPLY TO INDIVIDUAL SUBDIVISION LOTS AS WELL AS TO LARGER LAND -DISTURBING ACTIVITIES. 1O.ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN 30 DAYS AFTER FINAL SITE STABILIZATION OR AFTER THE TEMPORARY MEASURES ARE NO LONGER NEEDED, IN THE OPINION 0 THE REVIEWER. DISTURBED SOIL AREAS RESULTING FROM THE DISPOSITION OF TEMPORARY MEASURES SHALL BE PERMANENTLY STABILIZED TO PREVENT FURTHER EROSION AND SEDIMENTATION. 11.PROPERTIES AND WATERWAYS DOWNSTREAM FROM CONSTRUCTION SITES SHALL BE PROTECTED FROM SEDIMENT DEPOSITION AND EROSION. 12.EROSION CONTROL DESIGN AND CONSTRUCTION SHALL FOLLOW THE REQUIREMENTS IN INDEX NOS. 101, 102, AND 103 OF FDOT ROADWAY AND TRAFFIC DESIGN STANDARDS. CONCRETE - TYPE A AND SIDEWALK 1. ALL CONCRETE STRENGTHS SHALL BE AS FOLLOWS WITH BROOM FINISH UNLESS IDENTIFIED OTHERWISE: 1.1. FOUNDATIONS AND SLABS ON GRADE: 30DO PSI 1.2. MASONRY GROUT AND UNREINFORCED CONCRETE: 3000 PSI 2. ALL REINFORCING STEEL SHALL BE DEFORMED BARS CONFORMING TO ASTM A615 GRADE 60 (FY = 60 KSI). 3. ALL WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185 AND SHALL BE LAPPED ONE FULL MESH PANEL PLUS 2 IN. AT SIDES AND ENDS AND BE SWIRED TOGETHER. FIBER MESH MAY BE SUBSTITUTED PER DIRECTION OF ENGINEER AT REQUEST OF CONTRACTOR. 4. CALCIUM CHLORIDE SHALL NOT BE USED IN ANY FORM. 5. ADDITION OF WATER TO CONCRETE AT THE JOB SITE SHALL BE PROHIBITED. 6. ALL CONCRETE WORK SHALL COMPLY WITH PROVISIONS OF ACI 318, 315, AND 301, LATEST EDITIONS, UNLESS OTHERWISE NOTED. 7. REINFORCING FOR CONTINUOUS FOUNDATIONS AND BEAMS SHALL BE CONTINUOUS AT CORNERS AND INTERSECTIONS. PROVIDE SPLICE BARS AND/OR HOOOK ENDS FOR CONTINUOUS REINFORCING. 8. MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS: STRUCTURAL ELEMENT MIN CLEAR COVER FOOTINGS (CAST AGAINS & PERMANENTLY EXPOSED) 3 INCHES SLABS (IN CONTACT WITH EARTH) 2 INCHES PERVIOUS',CONCRETE - TYPE B (AKA: No Fines Concrete) GENERAL: 1. PRIOR TO AWARD, SUBCONTRACTOR SHALL PROVIDE PROOF OF QUALIFICATIONS AND EXPERIENCE AND CERTIFICATIONS AS A PERVIOUS CONCRETE FINISHER AND PROVIDE REFERENCES OF SIMILAR INSTALLATIONS AND HAVE DOCUMENTED INSTALLATIONS FOR NO LESS THAN THREE YEARS, 2. CONTRACTOR SHALL SUBMIT A PROPOSED MIXTURE FOR ACCEPTANCE BY ENGINEER AND SHALL INCLUDE AGGREGATE GRADATION, CEMENTITIOUS MATERIALS, ADMIXTURES (IF USED), AND REQUIRED UNIT WEIGHT TO BE ACHIEVED. 3. CONTRACTOR SHALL PROVIDE IN-PLACE PAVEMENT TEST PANEL AND PROVIDE RESULTS INCLUDING VOID CONTENT AND UNIT WEIGHT OF PROPOSED MIXTURE PROPORTION. 4. CONTRACTOR SHALL OBTAIN SERVICES OF INDEPENDENT TESTING FIRM QUALIFIED IN TESTING PROCEDURES FOR PERVIOUS CONCRETE. 5. CONTRACTOR SHALL HAVE TEST PANELS PREPARED TO TEST VOID STRUCTURE, THICKNESS TOLERANCE AND UNIT WEIGHT, IF TEST PANELS COMPLY WITH SPECIFICATION, IT CAN BE LEFT IN-PLACE AND INCLUDED IN COMPLETED WORK. a. VOID STRUCTURE IN ACCORDANCE WITH ASTM C 138/C 138M. b. HARDENED CONCRETE THICKNESS IN ACCORDANCE WITH ASTM C 42/C 42M c. CORE UNIT WEIGHT IN ACCORDANCE WITH ASTM C 140, PARA 6.3. d. TOLERANCE FOR THICKNESS AND VOID CONTENT AND UNIT WEIGHT IN TEST PANEL + SHALL BE: 1. AVERAGE MINIMUM COMPACTED THICKNESS IS X" LESS THAN SPECIFIED. ii. ACCEPTABLE VOID CONTENT IS +/- 3 % OF SPECIFIED VOID CONTENT M. ACCEPTABLE UNIT WEIGHT IS +/- 5 PCF. 6. SUBGRADE MATERIAL SPECIFICATION: WASHED ASTM C33 FINE AGGREGATE CONCRETE SAND. SAND MUST MEET ALL OF THE FOLLOWING CONDITIONS: o. SAND MUST MEET GRADATION REQUIREMENTS FOR ASTM C-33 FINE AGGREGATE CONCRETE SAND. AASHTO M-6 GRADATION IS ALSO ACCEPTABLE. b. SAND MUST BE SILICA BASED. NO LIMESTONE BASED PRODUCTS MAY BE USED. IF THE MATERIAL IS WHITE OR GRAY IN COLOR, IT IS NOT ACCEPTABLE. c. SAND MUST BE CLEAN. NATURAL, UNWASHED SAND DEPOSITS MAY NOT BE USED. LIKEWISE, SAND THAT HAS BECOME CONTAMINATED BY IMPROPER STORAGE WILL BE REJECTED. d. MANUFACTURED SAND OR STONE DUST IS NOT ACCEPTABLE UNDER ANY CIRCUMSTANCE. 7. SUBGRADE PREPARATION. CONTRACTOR SHALL PROVIDE UNIFORM CONSTRUCTION SURFACE WITH CONSISTENT SLOPE NOT MORE THAN 5%. AFTER LEVELING, SOIL SHALL BE COMPACTED TO MINIMUM DENSITY OF 947. +/- 2% MAXIMUM DRY DENSITY, 20 LBR. 8. FORMS. MAY BE EITHER WOOD OR STEEL AND SHALL BE THE DEPTH OF THE PAVEMENT AND SHALL HAVE SUFFICIENT STRENGTH AND STABILITY TO SUPPORT PAVEMENT AND MECHANICAL EQUIPMENT WITHOUT DEFORMATION. 9. CONCRETE PLACING AND FINISHING. o. PORTLAND CEMENT AGGREGATE SHALL BE TRANSPORTED TO SITE WITHIN 45 MINUTES OF THE INTRODUCTION OF MIX WATER. DISCHARGE SHALL BE A CONTINUOUS OPERATION AND SHALL BE COMPLETED AS QUICKLY AS POSSIBLE TO LIMIT LOSS OF WATER THROUGH EVAPORATION. AN INTERNAL VIBRATOR SHOULD NOT BE USED TO CONSOLIDATE CONCRETE. b. EXCESSIVE SPREADING AFTER POURING SHOULD BE AVOIDED. c. FOLLOWING STRIKE - OFF, THE CONCRETE SHALL BE COMPACTED TO FORM 0 M L EVEL UTILIZING A STEEL ROLLER MADE FROM NOMINAL 10 -INCH DIAMETER STEEL PIPE OF 34 -INCH THICKNESS. THE ROLLER SHALL HAVE ENOUGH WEIGHT TO PROVIDE MINIMIMUM OF 10 PSI VERTICAL FORCE. CARE SHALL BE TAKEN TO PROVIDE COMPACTION WITHOUT WORKING THE CONCRETE SURFACE TOO MUCH SEALING OFF THE SURFACE POROSITY. d. CURING. AS SOON AS POSSIBLE, CONTRACTOR SHALL COVER WITH IMPERMEABLE PLASTIC SHEETING SIX MIL THICKNESS, WATER SHALL BE MISTED OVER THE SURFACE TO SLOW CURING AND MINIMIZE EVAPORIZATION. CONCRETE SHALL CURE 7 DAYS. e. JOINTING.N LO GITUDINAL CONTROL JOINTS AT THE MIDPOINT OF TRAVEL LANES IF LANE EXCEEDS 15 FEET. TRAVERSE JOINTS SHALL BE A MAXIMUM 20 FEET APART IN TRAVEL LANES. JOINTS ARE INSTALLED IN THE PLASTIC CONCRETE BY A ROLLER WITH A FLANGE WELDED TO IT. THE DEPTH OF THE JOINT SHALL BE Y OF THE PAVEMENT THICKNESS BUT NOT EXCEED 1.5 INCHES. 10. MAINTENANCE. a. OWNER IS TO ESTABLISH AND MAINTAIN VACUUM SWEEPING AND PRESSURE WASHING PROGRAM ON A QUARTERLY BASIS. STORM SEWER SYSTEM 1 . ALL STORM SEWER MATERIALS SHALL COMPLY WITH THE APPLICABLE SECTIONS OF THE FLORIDA DEPARTMENT OF TRANSPORTATION "STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION" CURRENT EDITION WHICH ARE HEREBY INCORPORATED INTO THESE SEPCIFICATIONS BY REFERENCE. FURTHER ALL CONSTRUCTION DETAILS INCLUDED IN THE CURRENT EDITION OF FDOT'S "ROADWAY AND TRAFFIC DESIGN STANDARDS" ARE INCORPORATED INTO THESE SPECIFICATIONS BY REFERENCE. 2. EXFILTRATION TRENCH SHALL BE INSPECTED BY ENGINEER PRIOR TO BACKFILLING. CONTRACTOR SHALL GIVE ENGINEER 24 HOURS NOTICE TO INSPECT PRIOR TO BACKFILLING TRENCH. FAILURE BY CONTRACTOR TO ALLOW THE INSPECTION MAY RESULT IN UNCOVERING EXFILTRATION TRENCH AT CONTRACTOR'S EXPENSE. 3. FILTER FABRIC: MANUFACTURER'S STANDARD NONWOVEN PERVIOUS GEOTEXTILE FABRIC OF POLYPROPELENE NYLON OR POLYESTER FIBERS OR A COMBINATION IN ACCORDANCE WITH ASTM D 4759. 4. FOR PIPES SMALL THAN 12": SELECTION OF MATERIALS SPECIFIED BELOW IS AT THE INSTALLER'S OPTION. 4.1. POLYVINYL CHLORIDE (PVC), ASTM D-3034, SDR 35 PIPE AND FITTINGS. FITTINGS SHALL BE WITH RUBBER GASKETED JOINTS. 4.2.CORRUGATED POLYTHYLENE PIPE (CPEP) N ACCORDANCE WITH AASHTO M294 AND ASTM D-3350, CPEP SHALL HAVE A SMOOTH INTERIOR. 5. FOR EXFILTRATION PIPING, CONTRACTOR SHALL USE 36" PERFORATED ADS /N12, AS SHOWN IN DRAWING DETAILS. 6. FOR PIPES 12" AND LARGER: REINFORCED CONCRETE PIPE (RCP): FOOT SECTION 941 ROUND OR ELLIPTICAL PER DRAWING PLANS, STANDARD CLASS III CONCRETE CULVERT PIPE UNLESS CLASS IV PIPE IS CALLED FOR. 7. FDOT SECTION 425. USE STEEL GRATES ON ALL INLETS, TRAFFIC BEARING. 8. ADHERE TO MANUFACTURER'S RECOMMENDATINS ON THE INSTALLATION OF PVC, CPEP AND RCP STORM SEWERS. SEWAGE COLLECTION 1. GENERAL: FURNISH ELLS, TEES, REDUCING TEES, WYES, COUPLINGS, INCREASERS, CROSSES, TRANSITIONS, AND END CAPS OF SAME TYPE AND CLASS OF MATERIAL AS CONDUIT OR OF MAT ERIALA H VIN G EQUAL Q L OR SUPERIOR PHYU SICAL AND CHEMICAL PROPERTIES AS ACCEPTABLE TO THE ENGINEER. 2. ALL PVC SEWER SHALL BE INSTALLED IN ACCORDANCE WITH UNI -BELL UNI -b-5. 3. PIPE SHALL BE INSPECTED PRIOR TO LOWERING INTO TRENCH TO ENSURE NOT CRACKED, BROKEN OR DEFECTIVE. CLEAN ENDS OF PIPE THOROUGHLY. REMOVE FOREIGN MATTER AND DIRT FROM INSIDE OF PIPE AND KEEP CLEAN DURING AND AFTER LAYING. REMOVE ALL DAMAGED PIPE FROM JOB SITE. 4. ALL SEWER LINES SHALL BE ABSOLUTELY STRAIGHT AND TRUE. NO CURVATURE SHALL BE TOLERATED. DO NOT DEVIATE FROM LINE OR GRADE. 5. LAYING SHALL PROCEED UPGRADE WITH SPIGOT ENDS POINTING IN DIRECTION OF FLOW. 5. SEWER PIPE SHALL BE AWWA C-900, GREEN. 7, FOR SEWER LATERAL TIE -INTO EXISTING LIFTSTATION, CONTRACTOR TO USE MANUFACTURERS INSTRUCTIONS FOR PENETRATION AND SEALING INTO LIFTSTATION WETWELL. 8. SEWER LATERAL IS TO BE CLEANED AND INSPECTED PRIOR TO ACCEPTANCE. ACCEPTABLE METHODS TO BE IN ACCORDANCE WITH THE LOCAL AUTHORITY REQUIREMENTS. WATER SERVICE PIPING 1. CODE COMPLIANCE: COMPLY WITH APPLICABLE PORTIONS OF NATIONAL STANDARD PLUMBING CODE, LOCAL PLUMBING CODES WITH JURISTICTION CONSTRUCTION STANDARDS AND DETAILS, THE FLORIDA DEPARTMENT OF, ENVIRONMENTAL PROTECTION AND NEPA 24. 2. EXTEND WATER SERVICE PIPING OF SIZE AND IN LOCATIONS INDICATED TO WATER SERVICE ENTRANCE AT BUILDINGS PROVIDE SLEEVE IN FOUNDATION WALL FOR WATER SERVICE ENTRY; MAKE ENTRY WATER TIGHT. 3. POLYVINYL CHLORIDE (PVC) PIPE AND FITTINGS; INSTALL IN ACCORDANCE WITH UNI=BELL HANDBOOK OF PVC PIPE. TERMITE CONTROL 1. CONTRACTOR TO ENGAGE A LICENSED PROFESSIONAL PEST CONTROL OPERATOR FOR APPLICATIN OF SOIL TREATMENT SOLUTION 2. DO NOT APPLY SOIL TREATMENT UNTIL EXCAVATING, FILLING AND GRADING OPERATIONS ARE COMPLETE. 3. FURNISH WRITTEN WARRANTY CERTIFYING THAT APPLIED SOIL POISIONING TREATMENT WILL PREVENT INFESTATION OF SUBTERRANEAN TERMITES AND THAT IF TERMITE ACTIVITY IS DISCOVERED DURING WARRANTY PERIOD, THE CONTRACTOR WILL RE -TREAT SOIL AND REPAIR OR REPLACE DAMAGE CAUSED BY TERMITE INFESTATION. PROVIDE WARRANTY FOR A PERIOD OF 5 YEARS FROM DATE OF TREATMENT SIGNED BY APPLICATOR AND CONTRACTOR. 4. USE EMULSIBLE CONCENTRATE INSECTICIDE FOR DILUTION WITH WATER, SPECIFICALLY FORMULATED TO PREVENT TERMITE INFESTATION, PROVIDE A WORKING SOLUTION OF THE CHEMICAL ELEMENTS AND CONCENTRATIONS PER MANUFACTURER RECOMMENDATIONS PROVIDE ENGINEER WITH COPY OF SOLUTION, MANUFACTURER, AND ALL MANUFACTURER DIRECTIONS. 5. REMOVE FOREIGN MATTER WHICH COULD DECREASE EFFECTIVENESS OF TREATMENT ON AREAS TO BE TREATED. - 6. APPLY SOIL TREATMETN SOLUTION AT RATES SPECIFIED BY MANUFACTURER. 7. ALLOW NOT LESS THAN 12 HOURS OF DRYING TIME AFTER APPLICATION BEFORE BEGINNING CONCRETE PLACEMENT. 8. REAPPLY SOIL TREATMENT IF AREA BECOME DISTURBED. m 9. • H O W N � H 0 !Y U Z F Q C� m W rn Lw LL � 0 OLC U A O Ir to M a �� 00 ' la � Q • H Z O C� Z Lw 0 � OLC A O �w M O �� ' la � Z ¢ Q � H O Q L w Q. lY J � Lj d � : OV �V) W w= Z F w� DATE 4/8/07 DESIGNED BY MC DRAWN BY GT CHECKED BY MC _ FILE NUMBER NONE PROJECT NO. _ SHEET OF 7 8 DRAWING NO. � C--4 IRC FD. \LB 6426 \ r� North GRAPHIC SCALE 10 20 40 .I ( IN FELT ) I inch - 20 fL , tt� �g152 -X32AT 2 SHREDDED ECYPRESS EARTH MULCH—AFTER — CUP, \ •oma, REMOVE BURLAP FROM TOP 1/3 \ x32.89' 30" LONG BACKFILL IRC FD. "CARTER" LOT 5 BLOCK 3 FD 4"X4" CONCRETE MONUMENT 0 5�8PNo�PN� QPG�aS, '( 1000,E 6, 6.24' 6.42' I.CRETE \ JIEWAY 4n \ \ • • 8.28' \ x27x25.12' \ IR FD. PLS 3435 \ 0 13PORTH \ 7 /' \ �� ,ems 9 � f2 AL o nlap \ \ cR x28.78' \ .0 K10 \\ \ ICED- \Q \\ \ ND IRC FD. PLS 3435 0.68' EAST CATCH BASIN TOP ELEV,• 28. V PROPOSED LANDSCAPE PLAN LEGEND: EXISTING TREE SLASH PINE LOT 10 EXISTING TREE LIVE OAK BLOCK 4 M-•�- EXISTING HEDGE VIBURNUM NEW TREE SLASH PINE 00 O.F NEW TREE LIVE OAK 0 70 (p O NEW TREE DAHOON HOLLY cA � ZQ A NEW HEDGE VIBURNUM �L OG LOTS BLOCK 4 fpO,.p� 9 �(P O� ON q%NX31.29' i p2 SAN GV x28.14 \ ''BENCHMARK \ TOP OF IRC \ ELEV.= 30.26' \NOVD X27.83' �xN VVIATER�VALVE e3' �TL AS HALT \ \ PAV MENT \ IRC FO. "CARTER" \ \ x2764, , n • \ \100 LOT 8 BLOCK 4 EARTH SAUt 4" HIGH FIN. GRADE EXISTING SUBGRADE N / 2" SHREDDED MULCH CYPRESS OR PINE AFTER SETTLEMENT PLANTING BALL BACK FILL SHRUB PLANTING DETAIL NTS PALM PLANTING SPECS. PLANTING SPECS. 8' HT. OF CLEAR TRUNK 6' HT. TREES 10' HT. OVERALL (10" DBH) TRUNK DIA. = 1" 4 1/2' HT. GROWN SPREAD = 2 FT. 8' HT. TREES TRUNK DIA. = 1 1/2" 4 1/2' HT. GROWN SPREAD = 2 FT. RUBBER HOSES ABOVE FIRST BRANCHES 3 GUYS PER TREE — 2 STRANDS #14 GA. WIRE TWISTED TAPE EA. WIRE 2 SHREDDED ECYPRESS EARTH MULCH—AFTER — SAUCER 6" HIGH�SETTLEMENT ._.:; . IN1111111A REMOVE BURLAP FROM TOP 1/3 30" LONG BACKFILL A T MULCH -- 2 PARTS SAND CANOPY TREE PLANTING DETAIL W/5# MILORGANITE OAK, MAGNOLIA, PINE NTS FD IRC "SMITH" NE CORNER B LANDSCAPE INFORMATION ►� LANDS �+ rz7 N � CAPE DATA \ TOTAL TREES RE UIRE N 1'f 1. NORTH PROPERTY LINE = 1 TREE/35 FT 100 FT) = 3 Z \ w Cel t 2. SOUTH PROPERTY LINE (HARRISON ST) = 1 TREE/25 FT 70 FT) 2.8 =3� \ 3. EAST PROPERTY LINE HIGH ST) = 1 TREE/25 FT 130 FT) 5.2 = 6 rD O tc_ 4. WEST PROPERTY LINE (ZERO SETBACK)=0 (130 FT) 0 Mi w 5. INTERIOR =1 TREE/5 SPACES (14 SPACES) = 2.8 = 3 \ 6. OPEN SPACE =1 TREE/2,000 SF (4,400 SF) = 2.2 = 3 Q .�� TOTAL REQUIRED 18 TREES C� EXISTING TREES 7 TREES (2 TO BE RELOCATED ON PROPERTY) E—, Z to \ (4 SLASH PINE + 3 LIVE OAK) NEW TREES ADDED TO PLAN 11 NEW TREES. 5 SLASH PINE + 4 DAHOON HOLLY + 2 LIVE OAKS FINAL TREE COUNT PROPOSED: 9 SLASH PINES (4 EXISTING + 5 NEW) �)' y 3 LIVE OAK (3 EXISTING + 2 NEW) �4 4 DAHOON HOLLY (NEW) C) a LANDSCAPE STRIP DATA - 5 FT STRIP EXCEPT WHERE 0 SETBACK 1. NORTH PROPERTY LINE= 100 FT) EXISTING VIBURNUM HEDGE, NO CHANGE w 2. SOUTH PROPERTY LINE (HARRISON ST) = 70 FT) 20 FT EXISTING, ADDITIONAL 50 LIN FT REQ'D 3. EAST PROPERTY LINE -' = ) 130 FT EXISTING, 0 ADDITIONAL REQ'D G1 � 4. WEST PROPERTY LINE �HIGH ST) 130 FT 0 SETBACK)=0 (130 FT) 0 REQUIRED, REMOVE EXISTING INSTALL 20 EACH 24" HIGH VIBURNUM HEDGE PLANTS ® 2.5 FT CENTERS. a �l Li U STANDARD NOTES. a 1. TREES: ALL TREES SHALL BE A MINIMUM OF EIGHT FEET IN HEIGHT, HAVE A MINIMUM DIAMETER OF ONE-HALF INCHES vi OR A CIRCUMFERENCE OF FOUR AND SEVEN -TENTHS INCHES DBH. w Q 2. ALL PLANT MATERIALS SHALL CONFORM TO STANDARDS FOR "FLORIDA NO. 1 " OR BETTER, AS STATED IN "GRADES AND Z Ir STANDARDS FOR NURSERY PLANTS", PART 1 (1973) AND PART II (1975), STATE OF FLORIDA, DEPARTMENT OF AGRICULTURE AND CONSUMER AFFAIRS, AS AMENDED. w 3. GRASS SOD SHALL BE CLEAN AND REASONABLY FREE OF NOXIOUS PESTS OR DISEASES. DATE 4. CONTRACTOR TO TEST, RELOCATE IRRIGATION, ADJUST AS NECESSARY. 4/8/07 DESIGNED BY MC DRAWN B`r GT CHECKED BY MC FILE NUMBER NONE PROJECT NO. SHEET OF Q V DRAWING NO. L-1