Loading...
HomeMy WebLinkAbout1997 Barber St Trade Center S/D Preliminary Platjal jui Irk Irk r4 r rj I r r r CONTENTS 1. COVER SHEET, GENERAL DATA, LOCATION SKETCH. 2. PRELIMINARY PLAT 3. EXISTING SITE CONDITIONS 4. SITE IMPROVEMENT PLAN 5, PAVING, GRADING, DRAINAGE DETAILS & SPECIFICATIONS 6-8. I.R.C. UTILITY STANDARD DETAILS & SPECIFICATIONS SHEETS G-B NOT INCLUDED FOR PLANNING SUBMITTALS, FOR PERMITTING ONLY - ATTACHED: BOUNDARY SURVEY OWNER WILLIAM SCHULKE GLORIA SCHULKE JOSEPH SCHULKE P.O. BOX 831 WABASSO FL 32970 ENGINEER / APPLICANT JOSEPH SCHULKE P.O. BOX 176 WABASSO FL 32970 (561) 231 2533 SURVEYOR HAYHURST LAND SURVEYING 1122 OLD DIXIE HIGHWAY VERO BEACH. FL. 32962 (407) 569 - 6680 PROPOSED USE 4 LOT INDUSTRIAL / COMMERCIAL S/D TAX I.D. NUMBER 20-31-39-00000-7000-00003.E ZONING INDUSTRIAL VEA! lj:pj Ak il 'Iti 'b I ink MA jl-'� '171 p ,I yj MAI z,pj 'Mill � yj,;lAlp Y'9 Al jrr r� JOSEPH W. SCHULKE DATE: /1?/r-54 7 PEG. No 47048, FND CAP(4094) ( INDIAN RIVER COUNTY LAND USE : C/I (COMMERCIAL,INDUSTRIAL) \ 0.61' So. ZONING: CH (HEAVY COMMERCIAL 21.90 \ FND CAP(4094) 0.96' So. \\ \ 0.53' W. S89'19'28"E 108.01' ,96E. \ \\ INDIAN RIVER COUNTY - - - - _---_OL1°i1 0n0 �u A ----------------------- CITY OF SEBASTIAN P.P. 0 21.70 'u \ \ -0,30 02040..' \\\ \ O _G.00 \ I ; °P.P. \\\ \ 19.50 \ I I { I 021.00 O P.P. \ I 019.20 i \\ P.P. ; UNDEVELOPED \ LAND USE : CG (COMMERCIAL, GENERAL) ZONING: CG (GENERAL COMMERCIAL) L1 9.4 I FENCE I I 7 \ 'o \ I I I 19.80 �% \ 0 O I I 019.20 { ; { i C\ r+I ( r - z O 19.10 - \ O 0 c1 0 1=W1 I \ La J - - - - - - P.P. 0 19.40 \ oW \\ aI Y' INv I 7Uq!9040 \ w EXIST. 1 { 0 20. 10 \ \ \\ \ UTILITY EASEMENT \ I z _ o i { WATER METERS 01860 a h o o O L�LaT tip _ rye. o -.. P:P. O 19.40 .8 { QUEEN PALM - I Og4l, S \ \\ \ ' to O � \ EXISTING SITE DATA OWNER: WILLIAM SCHULKE GLORIA SCHULKE JOSEPH SCHULKE P.O. BOX 831 WABASSO FL. 32970 LAND USE: IND (INDUSTRIAL) ZONING: IN (LIMITED INDUSTRIAL) GROSS AREA: 4.47 AC. +- PREVIOUS DEVELOPMENT: THE PROPERTY WAS PREVIOUSLY THE SITE OF A PRIVATE WASTEWATER TREATMENT PLANT. CEASED OPERATION IN LATE 1980'S. FLOOD ZONE: 'X' FIRM MAP NO. 12061CO079 F, JULY 2,1992. TOPOGRAPHY: NEARLY LEVEL, EL. 20.5 FT. TO 18.5 FT. SLOPING N, NW TO S, SE. VEGETATION: PRIMARILY GRASS/ WEEDS. SEVERAL OAKS, PINES AND PALMS ON -SITE. SOILS: PER SCS SOIL SURVEY OF INDIAN RIVER COUNTY, SITE APPEARS TO LIE WITHIN SOIL CLASSIFICATION 'IMMOKALEE AND MYAKKA', HSG B/D, SITE APPEARS TO HAVE TAN SAND FILL FROM PREVIOUS DEVELOPMENT. WATER TABLE: ESTIMATED TO BE 2 FT TO 4 FT. BELOW GRADE, NOTE: SEE BOUNDARY SURVEY BY HAYHURST LAND SURVEYORS LEGAL DESCRIPTI❑N FOR SURVEYED PARCEL, COMMENCING AT THE SOUTHEAST CORNER OF SECTION 20, TOWNSHIP 31 SOUTH, RANGE 39 EAST IN INDIAN RIVER COUNTY, FLORIDA AND 'RUNNING THENCE; NORTH 00' 33' 15" EAST ALONG THE EAST LINE OF SAID SECTION 20, A DISTANCE OF 1,298.48 FEET TO THE SOUTHWEST CORNER OF THE NORTHEAST ONE QUARTER OF THE SOUTHEAST ONE QUARTER OF SAID SECTION 20; THENCE NORTH 00' 28' 56" WEST CONTINUING ALONG THE EAST LINE OF SECTION 20 FOR 150.01 FEET; THENCE NORTH 89' 18' 21" WEST A DISTANCE 1,336.38 FEET TO THE POINT OF BEGINNING: THENCE FROM THE POINT OF BEGINNING RUN NORTH 00' 45' 31"W FOR 1,017.72 FEET; THENCE SOUTH 89' 19' 28" EAST FOR 108.01 FEET TO THE WEST RIGHT-OF-WAY OF F.E.C. RAILROAD; THENCE SOUTH 26' 01' 15" EAST FOR 650.72 FEET TO THE NORTH EASEMENT LINE OF BARBER STREET; THENCE SOUTH 64'. 00'18" WEST ALONG SAID EASEMENT TO A CURVE CONCAVE TO THE SOUTHEAST SAID CURVE HAVING A RADIUS OF 400.OFEET, CENTRAL ANGLE OF 64' 13' 31" AND A CHORD BEARING OF SOUTH 31'53'32" WEST, THENCE SOUTHWESTERLY ALONG THE ARC OF SAID CENTERLINE CURVE, A DISTANCE OF 448.38 FEET; THENCE SOUTH DO' 13' 13'' EAST FOR 0.95 FEET; THENCE LEAVING SAID EASEMENT LINE NORTH 89' 15' 21" WEST FOR 12.33 FEET TO THE PLACE AND POINT OF BEGINNING. ALL LANDS LYING AND BEING IN INDIAN RIVER COUNTY, FLORIDA. CONTAINING 4.47 ACRES PLUS OR MINUS North 0' 25' 50' 100' N ° \ �' a i PINE ' 0 ti�A o J 22" PINE 6o<s o s O 19.70 Li ° 3'R/5 OAKS / 0U'lo I M H ` _ \ 0 18.80',. T 21.24' -- O 18.90 T �. 0 18.80 0 1 0 OAK I O O18Fo /. POti g0 / 22" OAKpRP\t, \FJ /� 0 1 . ''o O 15/27" OAK. _ \ \ - - - - - - - P.P. 001S�PALM 0 8" PALM i a / �A, QP \ \ \ \ I I I O 1 F.50 I � 020�0 ��. CO \ \ zo Xi� �°�o" PINE I I EV % 0 --:64-13'31„ R = 400.00' \ � ° ,g' L = 4-48.38' P. DR INAGE do UTILITY yI EAS MENT EASEWNT UNE s I E E SENENT R/VI i V ' EV Nom NNE 10' EASEMENT AS RECORDED IN O.R.BK.1084,1663 y > c� I I •�o �� � ; (PLUS/MINUS LOCATION DUE TO P.O.C.)OF 7W , O'EASEMENT AS RECORDED € LW T. op y� i IN O.R.BK. 836,PG.1237 �� CENTERLINE OF 80" ROAD R/W W1', BARBER STREET O I ` EV PLATBOOK 14, P. 97 - UNDEVELOPED LAND USE IND (INDUSTRIAL) --- 9 EV ti ZONING: IN (LIMITED INDUSTRIAL) - / 0 �\ TVWP.31 S.,RG.39E. SECTION CORNER _ _ �� \ INDIAN RIVER COUNTY,FLORIDA j - o. 20 21 EV,16� DEED OF EASEMENT AS RECORDED I^< I I IN O.R,BK.754,PG.0019 I r--- wd P.O.C. 29 I 28 U a CL I ( EV /_- f I I 4 I P.P. - - ARTERIAL COLLECTOR ACCESS SKETCH '"W m m S00°13'13"E 10 N89°1821 { { 12.33' +li 0.95' - - '�- --- - - - - - - - - - - 1J50.011''8'S6'W ._ N 8998'21'W 1,336.38' P. 0. B . ( S.W. CORNER OF OF THE S.E. 1/4 FND CAP (4546) I ' 0,33' So. Iy N 00'3395"W 1,298.48' SET CAP(4416) I FNo ECAP(CARTER) FND CAP(CARTER) 20 21 SECTION sEcnoN CORNER 2 29 28 P'O' INDIAN RIVER COUNTY,FLORIDA DESIGNED DRAWN JOB N0. (�M DRAWING NO. J.W.S. J.W.S. SA > E � 1 77 'EET TRADDE ��>����S/ED LuJ\�JSErII U U V e �VU IIUL E ]� \� CGNSULTING ENGINEER - EL, AEG, ND. 47048 .� DATE SCALE CHECKED ���� �O� _)§T§0J V SHEET REVISION DATE DESCRIPTION BY 10/97 1"=50' TELEPHONE C561) z31-2533 / 589-0793 P,❑, BOX. 176 WABASS❑ FL, 32970 3 OF SVkVE1'_ "t INDIAN RIVER COUNTY FIND CAP(4094) I LAND USE : C/I (COMMERCIAL,INDUSTRIAL� \ 0.61, So. ZONING: CH (HEAVY COMMERCIAL) \ FND CAP(4094) \ 0.53' w. S89'19'28"E 108.01 0.96,96' So. E. \\ \ INDIAN RIVER COUNTY - - - - - - - - - - - - - -_ CITY OF SEBASTIAN �5 Lf r \ DRAINAGE \ EASEMEN,T!�APE c OUTFALL \ STRUCTURE \ V A TOP=19.55• \ V A \ INV=17.5' P G �� \ I - \ I � I s O P.P. II `ot \ \ k�A \ 43 OD' \ I o \ O P.P. o/� � \ I I { 9� \ \ \ -► I REQUIRED SCREENING \ \ UPON INDIVIDUAL LOT .n ' DEVELOPMENT: \ \\ \ I I I 90% OPAQUE, 5 FT. HIGH UNDEVELOPED \ Q AND 1 TREE / 35 LFLAND U \ \\ \ O \ ZONNG:SCG (GENERALMERCIALCOMMERCIAL)RAL) P.P. \ I II LOT 3 I I 2.00 AC. `7 \ '0 \ I I \\lp,A I cd ( I I I \\\ \ \ P W \\ \ \ \ { \ 60.00' co LOT 2 P \ o f I I a 0.39 AC. v 0 { DRAINAGE 30 CONST. F.H. \ \ \ A u? ( I EASEMENT 208, 1� ASSEMBLY \ o 'd oz W I I % Sy RpP� CONST. SEWER M/H \ - Iwo I 1 PGNP� p 00 �s TOP = 20.6' \ o IP'a . I lP ` ems , so" INV 16.0' W 1aAp \ \ \ i , 2 ' \ MOD. MIAMI - -- - \ PD l i 161 tr9 \ INLET A A xI T = 20.11 M.E.S. \ 1�6' I = 17. ' I CONST. SEWER M/H � II \ \ W I(n I TOP = 21.0' I �\ 12' CMP x 1= O INV = 15,08' SW I / ooksr. \ STUB OUT Z 15.13' E _ I SEIFEM>, �5. CMas 5 AND PLUG \ \ \ \INV=17.0' \ \ o N I WATER METERS15 v �i 1 �FSh4' 12" CMP STUB OUT L 0 T 1 a I . �i �5q. B 25• CONST. PAVED ACCESS o ° CONST 103 LF 8" PVC `CqN \ \\ '6 f ROAD, SEE SECTION 8-8 \ SEWER 6 0.35% I � 56 AND PLUG \ \ LONG SLOPE-0.42% p o y� p INV=17.0' \ 25• sue\ CROSS SLOPE-2.0% % I QUEEN PA-1 M I CONST. SEWER M/H \ F,\ 0.78 AC. G \ \ \ C I C TOP = 20.6' a C INV = 15.49' W o j INTO EXICORE ST. I y �'Aj I I 15.54' E8 M.H. AT oo i, \ cam, \" PINES \ �� INV= 14.91' I �`�� ` I \ �s \ate 22" PINE J o \ • I moo O. 54? • ° \w,p 10 LF 18" SR/5 OAKS CMP W S<. `P�o \ / ojI I ELECTRIC UTILITY: MF\ EX. M.H. I I OVERHEAD ON EXISTING POWER \ 9 S \ INV=1t_ \ \ TOP=211.24' POLI AND EUNDERGROUND S ON WEST FROMTMPOWER - I I POLE AT NW CORNER LOT 4, EAST �\ INV-11;92' o w THROUGH 15, EASEMENT ALONG m VIP INORTH LINE OF LOT 4, TO ACCESS - - - - - - - - I EASEMENT, TO SERVE ALL LOTS. \ p GG j1 I O 22" OAK \ �.5 it LOT 4 \\ 1.30 AC. YELBL Q I; 24• WK. I. I SWT R7-1 f I a SDP SIL��-,� I' I O 8" PALM I I % I 2 h �N CF I I �XvVO " \\ \20 PINE E DRAINAGE EASEMENT / I P.P. TYPE C / OUTFALL 5 I STRUCTURE TOPINV=1= 8.0' 19. / I �J DEED PG0019 OF EASEMENT AS RECORDED b I 19A' IN .R.BK.754,. i I { I j I h l / E \ O. G N N (P DBL 13/20. OAK 8' MEDIAN // PLANTER / G CLEAN EXIST. J O��✓. / \ \ \W/ 'D' CURB / P -N CULVERT i / �•TTp'DRiy \ \ \ OSr l AO \ M ° ° \ o � CONST. FILTERo�' ( \ BARRIER FOR \ \SEDIMENT CONTROL ,,/ 5��� � ��iM• � � PPG � _ \ _ _ \ CONST, 1TX6" TAPPING \ \ R SLV. W/ VALVE, TEMP. PS JUMPER & TEMP. SAMP. PT. \ \ \ \\ \ A = 64-13-31" \ R ,= 400.00' \ L = 448.38' 10' EASEMENT AS RECORDED IN O.R.BK.1084,1663 (PLUS/MINUS LOCATION DUE TO P.O.C.) O'EASEMENT AS RECORDED IN O.R.BK. 836,PG.1237 \ \1 P.P. l� I---- --- _j 1189'18'21 "W bi m S0O'13'13"E 12.33' 0.95' P O ^ [� - N 89IW21'W 1,336.38' - ' - I FND CAP (4546) 0.33' So. SET CAP(4416) I FNQ CAP(CARTER) FND CAP(CARTER) 2.0 E. UNDEVELOPED LAND USE : IND (INDUSTRIAL) ZONING: IN (LIMITED INDUSTRIAL) N 00'2,8'S6"W 150.01 S.W. CORNER OF THE N.E. 1/4 OF THE S.E. 1/4 N 0033'15"W 1,298.48' 20 21 TWP.3IS..R"9E. SEC71ON CORNER 29 28 P-a . INDIAN RIVER COUNTY,FLORIDA I I I I I r I I r 1 LEGAL DESCRIPTI❑N FOR SURVEYED PARGELI COMMENCING AT THE SOUTHEAST CORNER OF SECTION 20, TOWNSHIP 31 SOUTH, RANGE 39 EAST IN INDIAN RIVER COUNTY, FLORIDA AND RUNNING THENCE; NORTH 00' 33' 15" EAST ALONG THE EAST LINE OF SAID SECTION 20, A DISTANCE OF 1,298.48 FEET TO THE SOUTHWEST CORNER OF THE NORTHEAST ONE QUARTER OF THE SOUTHEAST ONE QUARTER OF SAID SECTION 20; THENCE NORTH 00' 28' 56" WEST CONTINUING ALONG THE FAST LINE OF SECTION 20 FOR 150.01 FEET; THENCE NORTH 89' 18' 21" WES I A DISTANCE 1,336.38 FEET TO THE POINT OF BEGINNING: THENCE FROM THE POINT OF BEGINNING RUN NORTH 00' 45' 31"W FOR 1,017.72 FEET; THENCE SOUTH 89' 19' 28" EAST FOR 108.01 FEET TO THE WEST RIGHT-OF-WAY OF F.E.C. RAILROAD; THENCE SOUTH 26' 01' 15" EAST FOR 650.72 FEET TO THE NORTH EASEMENT LINE OF BARBER STREET; THENCE SOUTH 64' 00' 18" WEST ALONG SAID EASEMENT TO A CURVE CONCAVE TO, THE SOUTHEAST SAID CURVE HAVING A RADIUS OF 400.OFEET, CENTRAL ANGLE OF 64' 13' 31" AND A CHORD BEARING OF SOUTH 31'53'32" WEST, THENCE SOUTHWESTENLY ALONG THE ARC OF SAID CENTERLINE CURVE, A DISTANCE OF 448.38 FEET; THENCE SOUTH DO. 13' 13- 'EAST FOR 0.95 FEET; THENCE LEAVING SAID EASEMENT LINE NORTH 89' 18' 21" WEST FOR 12.33 FEET TO THE PLACE AND POINT OF BEGINNING. ALL LANDS LYING AND BEING IN INDIAN RIVER COUNTY, FLORIDA. CONTAINING 4.47 ACRES PLUS OR MINUS North 0' 25' 50' GENERAL PROJECT NAME: BARBER STREET TRADE CENTER S/D SITE DATA: OWNER: WILLIAM SCHULKE GLORIA SCHULKE JOSEPH SCHULKE P.O. BOX 831 WABASSO FL. 32970 NO OTHER PERSONS / ENTITIES HAVE A LEGAL EQUITABLE OR BENEFICIAL INTEREST. ENGINEER: JOSEPH SCHULKE P.O. BOX 176 WABASSO FL. 32970 (561) 231 2533 SURVEYOR: HAYHURST LAND SURVEYIING INC. WILLIAM HAYHURST 1122 OLD DIXIE HWY SUITE 2-B VERO BEACH FL. 32960 (561) 569 6680 PROPOSED DEDICATIONS 200' ZONING DISTRICT CRITERIA LAND USE: IND (INDUSTRIAL) ZONING: IN (LIMITED INDUSTRIAL) GROSS AREA: 4.47 AC, +- DEVELOPED AREA: 4.47 AC. +- TAX I.D. NUMBER 20-31-39-00000-7000-00003,E PROPOSED USE: INDUSTRIAL / COMMERCIAL SUBDIVISION NO. LOTS: 4 LOT AREAS: LOT 1:0.78 AC, LOT 20.39 AC. LOT 32.00 AC. LOT 4.1.30 AC. ESTIMATED IMPERVIOUS AREA: 3.04 AC. (68%) ZONING DISTRICT REGULATIONS: (20A-3.14) MIN. LOT SIZE: 15,000 SF MIN. LOT WIDTH: 100 FT. MIN. LOT DEPTH: 125 FT MAX. BLDG. HGT: 35 FT. MIN. BLD<.. SETBACKS: FRONT - 20 FT. SIDE0 FT. (INTERIOR) REAR - 10 FT. SETBACK FROM RESIDENTIAL DISTRICT: 30 FT. MAX. BLDG. COVERAGE: 50% MIN. GRFEN AREA: 20% PRIVATE ROAD ACCESS EASEMENT: TO THE PROPERTY OWNERS ASSOCIATION FOR THE CONSTRUCTION, MAINTENANCE & USE AS A PRIVATE ACCESS ROAD TO THE PROPERTIES, FOR THE PROPERTY OWNERS AND THEIR GUESTS, PATRONS, AND INVITEES; AND FOR PUBLIC SERVICES AND EMERGENCY SERVICES TO ACCESS THE PROPERTIES; AND TO THE PROPERTY OWNERS ASSOCIATION FOR THE CONSTRUCTION OF STORMWATER MANAGEMENT FACILITIES; AND TO ALL PUBLIC UTILITY PROVIDERS FOR THE CONSTRUCTION, OPERATION AND MAINTENANCE OF THEIR RESPECTIVE UTILITIES TO SERVE THE S/D, SO AS LONG AS THE UTILITIES DO NOT INTERFERE WITH. THE OPERATION AND USE OF THE ACCESS AND STORMWATER MANAGEMENT FACILITIES DRAINAGE EASEMENTS: TO THE PROPERTY OWNERS ASSOCIATION FOR THE CONSTRUCTION, OPERATION AND MAINTENANCE OF A PRIVATE CENTRALIZED STORMWATER MANAGEMENT SYSTEM AND LANDSCAPING; AND TO THE CITY OF SEBASTIAN FOR THE RIGHT, BUT NOT THE OBLIGATION, TO PERFORM MAINTENANCE. UTILITY EASEMENTS: TO ALL PUBLIC UTILITY PROVIDERS FOR THE' CONSTRUCTION, OPERATION AND MAINTENANCE OF THEIR RESPECTIVE UTILITIES TO SERVE THE S/D, SO AS LONG AS THE UTILITIES DO NOT INTERFERE, WITH THE OPERATION AND USE OF THE ACCESS AND STORMWATER MANAGEMENT, FACILITIES TO THE PROPERTY OWNERS ASSOCIATION FOR LANDSCAPING. UTI LITI ES WATER: INDIAN RIVER COUNTY UTIUTY SEWER: INDIAN RIVER COUNTY UTILITY ELECTRIC: FLORIDA POWER AND LIGHT TELEPHONE: BELL SOUTH EXISTING SITE DATA PREVIOUS DEVELOPMENT: THE PROPERTY WAS PREVIOUSLY THE SITE OF A PRIVATE WASTEWATER TREATMENT PLANT. CEASED OPERATION IN LATE 1980'S. FLOOD ZONE: 'X' FIRM MAP NO. 12061CO079 F, JULY 2,1992. TOPOGRAPHY: NEARLY LEVEL, EL. 20.5 FT. TO 18.5 FT. SLOPING N, NW TO S, SE. VEGETATION: PRIMARILY GRASS/ WEEDS, SEVERAL OAKS, PINES AND PALMS ON -SITE. SOILS: PER SCS SOIL SURVEY OF INDIAN RIVER COUNTY, SITE APPEARS TO UE WITHIN SOIL CLASSIFICATION 'IMMOKALEE AND MYAKKA', HSG B/D. SITE APPEARS TO HAVE TAN SAND FILL FROM PREVIOUS DEVELOPMENT. WATER TABLE: ESTIMATED TO BE 2 FT TO 4 FT. BELOW GRADE. ARTERIAL / COLLECTOR ACCESS SKETCH REVISION I DATE DESCRIPTION DESIGNED DRAWN JOB NO, J.W.S. J.W.S. DATE SCALE CHECKED BY 10/97 1" =50' 10M E WMf�F� • V�M�I\!T F"'� A N IL CONSULTING ENGINEER - EL, REG, NO, 47048 TELEPHONE (561) 231-2533 / 589-0793 P,❑, BOX 176 WABASSO FL, 32970 SITE MPROVEMNI' PLAN. LOTLINE, SWALE, WATER, SEWER, ESP DRAWING NO. GRATE TOP OF CURB GUTTER GUTTER FLOW LINE SPECIFICATIONS - CLEARING GRADING PAVING DRAINAGE UTILITY CONSTRUCTION U.S.F. NO. 5105, OR r1-1/2" BELOW OP OF PAVEMENT MANHOLE LO LABELED "DRAINAGE" OR "STORMWATER IS POINT CORRESPONDS TO ELEVATION EQUAL FRAME AND GRATE y FINISH RARE _ 3�4� R i OF TOP 0 LET GRATE GENERAL _L ELEVATION TO MATCH GRADE (SEE DRAINAGE PLAN) 2'-3 $ 8" IT IS INTENDED THAT THE FLORIDA DEPARTMENT OF TRANSPORTATION "STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION", i r / 3'-4" LATEST REVISIONS, BE USED WHERE APPLICABLE FOR VARIOUS WORK, AND THAT WHERE SUCH WORDING THEREIN REFERS TO THE STATE CURB -�•" OF FLORIDA AND ITS DEPARTMENT OF TRANSPORTATION AND PERSONNEL, SUCH WORDING IS INTENDED TO BE REPLACED WITH THAT WORDING CUB ..�- .- � 3 -4 5 3/4" 2'-0" 5 3/4" WHICH WOULD PROVIDE PROPER TERMINOLOGY, THEREBY MAKING SUCH "STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION" FINISH GRADE 1 Z" PAVEMENT io AS THE "STANDARD SPECIFICATIONS" FOR THIS PROJECT. IN ADDITION THE CONTRACTOR SHALL REFER TO THE "FDOT ROADWAY AND _ TRAFFIC DESIGN STANDARDS", LATEST REVISIONS. IF WITHIN THAT PARTICULAR SECTION ANOTHER SECTION, ARTICLE OR PARAGRAPH ;'� p N r IS REFERRED TO, IT SHALL BE A PART OF THE STANDARD SPECIFICATIONS, ALSO. ; ro -- �iJ1 ®@1 ALL WORK SHALL BE IN A WORKMANUKE MANNER AND SHALL CONFORM WITH ALL APPLICABLE CITY, COUNTY, STATE, AND FEDERAL 22 SQUARE i f I Nam+ %E �p&?.ND COVER OPENI � N REGULATIONS AND/OR CODES. THE CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR OBTAINING ALL PERMITS AND LICENSES REQUIRED TO cn • � ADDITIONAL REINFORCING � .. U Q BEGIN WORK. 4'-0" MINIMUM OR LARGER " BARS REWIRED AT THE ,!'. » 1 THE CONTRACTOR SHALL GIVE THE ENGINEER 24 HOURS NOTICE PRIOR TO REQUESTING REQUIRED INSPECTIONS AND SHALL SUPPLY ALL AS REQUIRED TRAFFIOPENIC G IF SLAB TO BE 24 I 0000A N to m 8 $ EQUIPMENT NECESSARY TO PROPERLY TEST AND INSPECT THE COMPLETED WORK. / O O O ' R TRAFFIC BEARING GRATE E ATION FLOW L NE 0 Z 24 4" .p to THE CONTRACTOR SHALL GUARANTEE ALL WORK AND MATERIALS FOR A PERIOD OF ONE YEAR FROM THE DATE OF PROJECT ACCEPTANCE, '- MODIF1Eb MUVAI CURE : $� y �`�j1E MODIFIED MIAMI CURB DURING WHICH ALL FAULTY CONSTRUCTION AND/OR MATERIALS SHALL BE CORRECTED AT THE CONTRACTOR'S EXPENSE. I I I I ' .�o� ° � , 000❑ o � w No. 4 BARS `. OOOOO uFi� p ° o0 oa �. - AT 12" o.c. CLEARING/GRUBBING I I I I N.T.S. WAYS THE CONTRACTOR SHALL COMPLETELY REMOVE AND DISPOSE OF ALL BUILDING, TIMBER, BRUSH, STUMPS, ROOTS, RUBBISH, DEBRIS, 71EDII I PIPE DIA ED OF AVEMENi ' .' o0 00 • .p STRAIGHT BARS 2"x 3/16" 2'-0" BOTH INCLUDING SEPTIC TANK, BUILDING FOUNDATIONS, PIPES, ETC., WITHIN THE LIMITS OF THE ROADWAY CONSTRUCTION, ALL AREAS AS PER P� I I I AI PER PLAN R� r RETICULINE BARS 1 1/4"x 1/4" Q WHERE STRUCTURES WILL BE CONSTRUCTED INCLUDING PIPE CULVERTS, AND AS OTHERWISE DEPICTED IN THE PLANS, ALL IN ACCORDANCE o 0 0 o r APPROX. WEIGHT 1001bs. j y WITH SECTION 110 OF THE STANDARD SPECIFICATIONS. I I I I INLET OFFSET REFERS �.°p P' D . ' TYPE "C" STEEL GRATE "' TO THIS POINT. 6"00 I FLOW LINE EIEV. � EDGE OF PAVEMENT GRADING ELEVATION REFERS REINFORCED BOTTOM ELEV. THE CONTRACTOR SHALL PERFORM ALL GRADING NECESSARY TO ACHIEVE THE PROPOSED PLAN GRADES, FINAL DRESSING SHALL HAVE A ' PIPE INVERT ; To THIS POINT 2 1 /4" CONCRETE PIPE TOLERANCE OF 0.2 Ft.+- FROM THE PLAN CROSS SECTIONS. GRADING SHALL INCLUDE ALL SHAPING, ROUGH GRADING, ROADWAY EXCAVATION AND FINAL DRESSING REQUIRED FOR THE PROPOSED ROADWAY AND ROAD EMBANKMENTS WITHIN THE LIMITS DEPICTED IN THE PLANS. b' THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING THE FINISHED GRADES UNTIL CONTRACT CLOSE-OUT, AND MUST RE -GRADE PICKHOLE .- r. � AS REQUIRED WHEN EROSION OR OTHER DISTURBANCES OCCUR. SEED/MULCH AND/OR SODDING SHALL BE INCORPORATED TO ASSIST �8 ' 8 8 IN THIS REGARD. HOWEVER, ANY LOSS OF SOD OR SEED/MULCH DURING THESE OCCURRENCES SHALL BE REPLACED AT THE CONTRACTORS NOTE: ELEVATION TOP VIEW 6" a• 4'-0" MNIMUM AS QUIRED 8" 6" U.SF, DWG. NO. 410, OR 4 EXPENSE. EQUAL MANHOLE COVER.- 1. FOR JUNCTION BOX USE STANDARD STRUCTURE BOTTOM AND TOP SLAB "TYPE P" OR "TYPE J', IN ACCORDANCE LETTERS MARKED "DRAINAGE" - c a WITH F.D.O.T. STANDARD INDEX NO. 200. 12" DIA. WEEP HOLE SUMP BOTTOM OR "STDRNWATER d C 6) 00 SOD: PER FEW INDEX No. 285 o SOD SHALL BE ARGENTINE BAHIA, UNLESS OTHERWISE INDICATED. SOD SHALL BE WELL MATTED WITH ROOTS AND SHALL BE SUFFICIENTLY THICK TO SECURE A DENSE STAND OF LIVE GRASS. THE SOD SHALL BE LIVE, FRESH AND UNINJURED AT THE TIME OF PLANTING AND TYPICAL MODIFIED MIAMI CURB INLET ELEVATION TOP VIEW P PLAN VIEW SECTION SHALL BE REASONABLY FREE OF WEEDS AND OTHER GRASSES. THE RECEIVING GROUND SURFACE SHALL BE GRADED TO PROPER ELEVATIONS, r FREE OF LARGE VOIDS, ROOTS, WEEDS OR PATCHES OF EXISTING GRASS. UPON LAYING, THE ENTIRE AREA SHALL BE ROLLED THOROUGHLY. NOTE; a TYPE " C" INLET ALL SODDED AREAS ARE TO BE WATERED TO KEEP SOD ALIVE UNTIL THE CONTRACTOR IS CLOSED OUT, DEAD SOD SHALL BE REPLACED BY N.T.S. 1. 3/4" CRUSHED STONE FOUNDATION FOR A MINIMUM DEPTH OF 12" SHALL U PROWLED. CONTRACTOR. 2. All DRAINAGE MANHOLES TO BE CONSTRUCTED IN ACCORDANCE WITH "STRUCTURAL BOTTOMS, TYPE P AND J, F.D.GT. � p�R® } ®� g�R Rlp�� STANDARD INDEX No, 200, WITH MANHOLE TOP TYPS 7 OR 8, F.D.O.T. STANDARD INDEX No. 201. 1UUUI y0'( 1Y"r'IlllllCree�- ((�rP_I`ILfI�I lU7�1(1 EMBANKMENT CONSTRUCTION ROADWAY EMBANKMENT CONSTRUCTION SHALL CONSIST OF ALL THE EMBANKMENT CONSTRUCTION REQUIRED FOR THE PROPOSED ROADWAY AND/OR SOD ADJACENT TO PARKING LOT, BUILDING PADS, DITCHES AND SWALES IN ACCORDANCE WITH SECTION 120 OF THE STANDARD SPECIFICATIONS, EMBANKMENTS SHALL BE ALL MITERED ENDS N.T.S CONSTRUCTED FROM MATERIAL CONTAINING NO MUCK, STUMPS, ROOTS, BRUSH, VEGETABLE MATTER, RUBBISH, OR OTHER DELETERIOUS MATERIALS THAT - /� D N ('� E JUNCTION T N MANHOLE WILL NOT COMPACT TO A SUITABLE ENDURING ROAD BED. 1 1 1 iV t�L Dl�AI1YAl%.iJ J V lV li 1 IO1V 1V1A1V t1ULE MATERIAL: SELECT GRADE; A.A.S.H.T.O. M-145 DESIGNATION A-1, A-3, A-2-4. (REFERENCE F.D.O.T. INDEX 505) -7\LIMITS COMPACTION: 12" COMPACTED LIFTS, MINIMUM 98% MAXIMUM DRY DENSITY (A.A.S.H.T.O. T-180). VARIES (4' MIN.} --{ COMPENSATION: COMPENSATION FOR THE EMBANKMENT CONSTRUCTION SHALL BE MADE FULLY BY THE BID ITEMS FOR BORROW EXCAVATION LIMITS I OF (PER C.Y.), GRADING (PER L.F. OF ROADWAY OR PER ACRE OF SITE), AND SUBSOIL EXCAVATION (PER C.Y.) WHEN APPLICABLE. OF SOD STAKING SOD CONSTRUCTION STAKING SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. - I STABILIZING STABILIZED SUBGRADE SHALL BE CONSTRUCTED TO THE FLORIDA BEARING VALUE AS PER PLAN FOR THE DEPTH AND LIMITS SHOWN ON THE 3, PLAN, AND IN ACCORDANCE WITH SECTION 160 OF THE STANDARD SPECIFICATIONS, ALL STABILIZED AREAS SHALL BE COMPACTED TO AT LEAST 98% OF THE MAXIMUM DENSITY AS DETERMINED BY AASHTO T-180. LIMITS 4 FT. OR 5 FT. SIDEWALK -- 50' PRIVATE ROAD ACCESS EASEMENT EDGE Of OF IMITS BASE COURSE DRIVEWAY SOD OF I 25' 25' "' SOD 0.02 FT./FT. TO CURB THE BASE SHALL BE CONSTRUCTED OF EITHER LIMEROCK MATERIAL IN ACCORDANCE WITH SECTION 911 OR CEMENTED COQUINA SHELL -.- MATERIAL IN ACCORDANCE WITH SECTION 915 OF THE STANDARD SPECIFICATIONS. LIMEROCK BASE SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 200 AND CEMENTED COQUINA SHELL BASE SHALL BE CONSTRUCTED I IN ACCORDANCE WITH SECTION 250 OF THE STANDARD' SPECIFICATIONS. THE CONTRACTOR SHALL PROVIDE ROCK PIT CERTIFICATION FOR MIN. 4' CEMENTED COQUINA SHELL MATERIAL. BASE SHALL BE COMPACTED TO AT LEAST 98% OF THE MAXIMUM DENSITY AS DETERMINED BY AASHTO - I 4' THICK CONCRETE MINIMUM. it tt' T-180. BASE SHALL BE APPROVED PRIOR TO PRIME COAT. / 2' 3,000 P.S.I. ® 28 DAYS. ✓ I MOD. 0 2% SLOPE ® 2% SLOPE MOD. PRIME AND TACK COAT MIAMI PRIME AND TACK COATS FOR THE BASE COURSE SHALL BE IN ACCORDANCE WITH SECTION 300 OF THE STANDARD SPECIFICATIONS. 4 SIDEWALK NOTES: I CURB CURB APPROX. GRADE UPON I P INDIVIDUAL LOT DEVELOPM NT ASPHALT CONCRETE SURFACE COURSE (A.C.S.C.) CULVERT TYPE PER PLAN S SIDE DITCH GRADE -- 1. ALL MATERIALS- AND CONSTRUCTION PROCEDURES .>HALL BE IN ACCORDANCE WITH THE I SEEM MULCH MIN. 1$' WIDE E I TYPE S-I MOD A.C.S.C. SHALL BE CONSTRUCTED FOR THE DEPTH AND LIMITS SHOWN ON THE PLAN, IN ACCORDANCE WITH SECTIONS 320, 330 _� -n j "SUGGESTED SPECIFICATIONS FOR CONCRETE AREAS" PREPARED BY THE PORTLAND I STRIP Soo AND 331 OF THE STANDARD SPECIFICATIONS. N j j CEMENT ASSOCIATION AND -.IN ACCORDANCE WITH TDOT INDEX NO. 310. - - - - - _ __- _ TYR _ -�6}-- 2. SAWED JOINTS SHALL BE CONSTRUCTED AT A MAXIMUM OF 5-FEET O.C., - CURB I Emm,.., ALL CURB CONSTRUCTION SHALL BE IN ACCORDANCE WITH SECTION 520 OF THE STANDARD SPECIFICATIONS, AND IN ACCORDANCE WITH F.D.O.T. AND SHALL BE IN ACCORDANCE W/ FOOT INDEX N0. 310. + SLOPE TO EXISTING INDEX No. 300, PROVIDE CONTRACTION JOINTS AT 10-FOOT O.C. MAXIMUM. TRANSITION ENDS OF CURB FROM FULL TO ZERO HEIGHTS IN 3-FEET. SEE FOOT INDEX NO. 272 3. AT LEAST THREE (3) COMPRESSIVE STRENGTH CYLINDER SAMPLES SHALL BE TAKEN I- GRADE ( ) + + ,t + + t W + + * + + + + + + + + + 6:1 CURB CUT RAMPS SHALL BE IN ACCORDANCE WITH F.D.O.T. INDEX No. 304. FOR CONSTRUCTION DETAILS FOR EACH 10,000 SQUARE FEET OF PAVEMENT OR FIVE 5 PER JOB, WHICHEVER IS + + .... + + + + + + + OF MITERED MITERED END. DETAILS, I �� + + + k + + + + _+ + + GREATER. SLUMP SHALL BE 2 TO 4 INCHES (AASHTO T-119). COMPRESSIVE STRENGTH + '+ + y + ----> - ___ A ++, -+ I TESTING DIMENS., ETC. DEPEND ON -_ _3 -f . THE CONTRACTOR SHALL RETAIN THE SERVICES OF AN APPROVED INDEPENDENT TESTING LABORATORY TO CONDUCT ALL REQUIRED TESTS TYPE AND DIA. OF PIPE. SHALL BE REPORTED AT 7, 14, AND 28 DAYS. - y�-� -+ + + -+ + + - 1- 4. CONSTRUCT UPON FIRM, STABILIZED GROUND, COMPACTED TO 95% MAXIMUM DRY DENSITY. ON EMBANKMENT,SUBGRADE, BASE, PIPE BACKFILL AND SURFACE COURSE MATERIALS. TEST RESULTS MUST BE SUBMITTED PRIOR TO ANY 5. SURFACE WITH LIGHT BROOM FINISH. REQUEST FOR PAYMENT IN THE ABOVE ITEMS. MITERED END SECTION 6. SOD ALL DISTURBED AREAS. THE SCHEDULE FOR TESTING THE ROAD/PAVEMENT AREAS CONSTRUCTION SHALL BE AS FOLLOWS: EXIST. GRADE A. EMBANKMENT: BACKFILL PER (1) DENSITY TESTS SHALL BE TAKEN AT A MAXIMUM OF 200 Ft. INTERVALS FOR EACH 12" LIFTS CONSTRUCTED. N. T.S. �T/A L AM SPECIFICATION 1-1/2" TYPE S-I ASPHALT B. SUBGRADE: (1) FLORIDA BEARING VALUE TESTS SHALL BE TAKEN AT INTERVALS OF NOT MORE THAN 200 FEET, OR CLOSER AS THIS SHEET MIGHT BE NECESSARY IN THE EVENT OF VARIATIONS IN SUBSOIL CONDITIONS. ALK / BIKEPAiFI B�BCN=ICA'i1C / 6 COQUINA, 98% MAX. DRY DENSITY (A.S.H.T.O. T-180) (2) DENSITY TESTS SHALL BE TAKEN AT INTERVALS OF NOT MORE THAN 200 FEET OR CLOSER AS MIGHT BE NECESSARY. 8" STABILIZED SUBGRADE, 98% MAX. DRY DENSITY (MIN. F.B.V. 50) C. BASE: (1) DENSITY TESTS SHALL BE TAKEN AT INTERVALS OF NOT MORE THAN 200 FEET OR CLOSER AS MIGHT BE NECESSARY. D. PIPE BACKFILL: (1) DENSITY TESTS SHALL BE TAKEN AT A MAXIMUM OF 200 Ft. INTERVALS. 2 2 E. STRUCTURES: TYPICAL ROADWAY SECTION B B (1) A MINIMUM OF i DENSITY PEST SHALL BE PERFORMED IN THE STABILIZED SUBGRADE ADJACENT TO EACH STRUCTURE INSTALLED. (nP } P.V.C. CAP PAVED ROAD Z- NOT TO SCALE F. BUILDING PAD: �N MAXIMUM TRENCH WIDTH (1) AS SPECIFIED IN ARCHITECTURAL PLANS. ;T , rn+ ° •§n a 1•r. 2 X PIPE DEPTH + W 0, ALL TESTS SHALL BE PAID FOR BY THE CONTRACTOR. °� Z Z ���_�� �o -_��� ���-���� ���_���=o� ii iv irr m ur=oi ni ar ar m i ci _ z Q CLEAN-UP SCHEDULE 40 WHITE P.V.C. 90' BEND < > THE CONTRACTOR MUST PROVIDE CLEAN-UP OF EXCESS CONSTRUCTION MATERIAL UPON COMPLETION OF THE PROJECT. THE SITE MUST BE > �A(E AND COMPACT a LENGTH REFLECTED IN BID TABULATION a IN 6" LIFTS. LEFT IN A NEAT, CLEAN, GRADED CONDITION. v \ wDRAINAGE SPECIFICATIONS 1. CONTRACTOR TO INCLUDE NECESSARY P.V.C. 90' BENDS, P.V.C. CAPS, AND STUB -OUTS IN BID. STORM INLETS AND MANHOLES SHALL BE CONSTRUCTED IN GENERAL ACCORDANCE WITH SECTION 425 OF THE STANDARD SPECIFICATIONS a w' /�/�' z W o OF THE FLORIDA DEPARTMENT OF TRANSPORTATION. CONCRETE SHALL HAVE A MINIMUM 28-DAY COMPRESSIVE STRENGTH OF 3000 PSI. N1!�I�ELLANE®US CONDUF = PIPE O.D. + 24" ALL REINFORCING STEEL TO BE ASTM A 615-72 GRADE 40, Fy = 40,000 PSI, AND SHALL BE HANDLED AND PLACED IN ACCORDANCE WITH MAXIMUM WIDTH ACI 318-71. PRECAST CONCRETE MANHOLES AND STORM INLETS MAY BE USED UPON THE ENGINEER'S APPROVAL OF THE MANUFACTURER'S (NOT TO SCALE) SHOP DRAWINGS. ALL PAVEMENT/ DRAINAGE STRUCTURES SHALL BE CONSTRUCTED IN 1 F ACCORDANCE WITH F.D.O.T. ROADWAY AND TRAFFIC DESIGN MAX. MAX. PRECAST INLETS STANDARDS AS FOLLOWS: INVERT ALL STORM INLETS SHALL BE PRECAST REINFORCED CONCRETE IN ACCORDANCE WITH APPLICABLE REFERENCES TO FOOT DRAWINGS IN THE ;yS;;^. a "FOOT ROADWAY AND TRAFFIC DESIGN STANDARDS", LATEST EDITION. TYPE II PORTLAND CEMENT SHALL BE USED IN THE CONCRETE MIX. STRUCTURE INDEX N0. ._ ao to ;." :'•':'a::+' w CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28-DAYS OF 4000 PSI. CURB CUT/RAMPS No. 304 HAND PLACED CULVERT PIPES ! DRAINAGE MANHOLE: STRUCT. BOT. TYPE 'P' _ SELECT MATERIAL LOWER QUADRANT TO BE 70, REINFORCED CONCRETE PIPES (R.C.P.) SHALL BE IN ACCORDANCE WITH SECTION 941 OF THE STANDARD SPECIFICATIONS CORRUGATED W/ SUMP BOT., AND MANHOLE TOP TYPE 8. No. 200,201 SHAPED TO RECEIVE PIPE ALUMINUM PIPE SHALL BE IN ACCORDANCE WITH SECTION 945 OF THE STANDARD SPECIFICATIONS. STAPLE FILTER BARRIER - BELL AND BARREL. BLDG. SETBACK w 3 TYPE "C" INLET No. 232 Z EXCAVATE 4"X4" TRENCH BURLAP OR STAND. STRENGTH N 0 T E S: STORM SEWER CONSTRUCTION SHALL BE IN ACCORDANCE WITH SECTION 430 AND RELATED SECTIONS OF THE STANDARD AND BACKFILL OVER 8" SYNCH. FILTER FABRIC TYPE "F" INLET No. 233 SPECIFICATIONS OF THE FLORIDA DEPARTMENT OF TRANSPORTATION. BACKFILUNG OVER PIPE CULVERT AND STORM SEWERS SHALL BE OF FILTER FABRIC. TO THE WOOD STAKES 1) THE CONTRACTOR SHALL COMPLY WITH REQUIREMENTS r COMPLETED IN MAXIMUM 6" LIFTS, TO A POINT 12" ABOVE THE PIPE, AND IN 12" LIFTS BEYOND, COMPACTED TO A MINIMUM OF 98% CURBING No. 300 OF THE FLORIDA TRENCH SAFETY ACT. OF MAXIMUM DRY DENSITY.- MITERED ENDS No. 272 2) BACKFILL TO 12" MAXIMUM LAYERS OR OTHER APPROVED w SIDEWALKS No. 310 METHOD TO ACHIEVE 98% COMPACTION UNDER PAVED o Lj L CONCRETE SURFACES AND 95% COMPACTION UNDER OTHER SURFACES FUTURE GRADE a UNLESS OTHERWISE SPECIFIED OR INDICATED, ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28-DAYS OF 3000 PSI. M°2 AS ESTABLISHED BY A.A.S.H.T.O. METHOD T-180. UPON INDIV. ALL WORK SHALL COMPLY WITH THE CURRENT EDITION OF THE AMERICAN CONCRETE INSTITUTE (ACI) BUILDING CODE AND THE APPLICABLE "='Ih °=D'y sI"= DFLAN GE .S� LOT DEVELOPMENT BUILDING CODES HAVING JURISDICTION IN THE AREA. TYPICAL TRENCH DETAILS 21 0' CLEAR EXOTICShim SECTION NOTE: .. NOTAO SCALE , RECORD DRAWINGS -WHEN CONSTRUCTED ACROSS DITCH LINE, SEED/MULCH BANK THE PLAN CONFIGURATION SHALL RESEMBLE 20 5 CONTRACTOR SHALL KEEP AND MAINTAIN RECORD DRAWINGS ON THE PROJECT SITE AT ALL TIMES WHICH SHALL BE ANNOTATED BY THE AN ARC WITH ENDS ORIENTED UPSLOPE. CONTRACTOR DEPICTING ANY CHANGES MADE IN THE FIELD WHICH DIFFER FROM THE CONTRACT DRAWINGS. RECORD DRAWINGS SHALL 3"x3" WOOD STAKE NIN. -BURLAP - MIND ORIENT MATERIAL INCLUDE, BUT ARE NOT LIMITED TO, HORIZONTAL LOCATION, INVERT AND TOP ELEVATIONS OF CULVERTS, SEWER MANHOLES, DRAINAGE STRUCTURES, INLETS, AND UTILITY MAINS. CONTRACTOR SHALL SUBMIT COMPLETE AND FINAL RECORD DRAWINGS TO ENGINEER UPON DRIVEN 12" INTO 6AOUND. -FILTER FABRIC - SYNTHETIC MATERIAL EXIST. GRADE EXIST. DITCH COMPLETION OF PROJECT AND PRIOR O FINAL INSPECTION AND FINAL PAYMENT. MEETING STD. TESTING VTM-51,52 75% FILTERING EFFICIENCY THE CONTRACTOR SHALL BE REQUIRED TO HAVE A SURVEYOR PROVIDE CERTIFIED RECORD DRAWINGS. -FILTER BARRIERS SHALL BE MAINTAINED / INSPECTION FILTER BARRIER UNTILSTABIALL UPSLOPES HAVE BEEN PERMANENTLY EXIST. RADE / MINIMUM CONSTRUCTION INSPECTION CHECKPOINTS THE ENGINEER SHALL BE NOTIFIED: 1. FILTER BARRIERS SHALL BE CONSTRUCTED AT THE FOLLOWNG LOCATIONS A. PRIOR TO ANY MAJOR DEVIATION FROM THE APPROVED PLANS. TO INTERCEPT AND DETAIN SEDIMENT FROM DISTURBED AREAS DURING B. PRIOR TO BACKFILLING ANY PIPE TRENCHES. CONSTRUCTION OPERATIONS FROM ENTERING EXISTING WETLANDS , DITCHES, OR RECEIVING WATERS. C. UPON COMPLETION OF SUBGRADE AND COMPACTION. A. AT THE PERIMETER OF ALL EXISTING WETLANDS THAT ARE BELOW D. UPON BEGINNING OF SPREADING OF ROCK BASE MATERIAL. DISTURBED AREAS WHERE EROSION COULD OCCUR DURING CONSTRUCTION E. UPON COMPLETION OF GRADING AND COMPACTION OF BASE MATERIAL AND PRIOR TO PRIMING. OPERATIONS, AND AT THE LIMITS OF FILL OF EXISTING WETLANDS. \ / F. IMMEDIATELY PRIOR TO AND UPON APPLICATION OF A.C.S.C. B. AT THE PERIMETER OF ALL INLETS IMMEDIATELY FOLLOWING 111E INSTALLATION AND BACKFIWNG OF EACH INLET. G. UPON COMPLETION OF CONSTRUCTION. C. AT ALL EXISTING DITCHES THAT TRAVERSE THE PROJECT SITE, A FILTER BARRIER INSPECTION NOTIFICATION: SHALL BE CONSTRUCTED AT THE DOWNSTREAM PROPERTY LINE. \ / D. AT ALL OTHER LOCATIONS DEPICTED ON THE PLANS OR AS REQUESTED IN THE FIELD eE)N9:FRHe;R0N Se BY THE PROJECT ENGINEER. TYPICAL EMT I? SECTION A- A \ 2. FLOATING SILT BARRIERS SHALL BE INSTALLED AROUND THE POINT OF DISCHARGE OF THE j S PROJECT STORMWATER RUN-OFF IN THE INDIAN RIVER. THE BARRIERS SHALL BE REGULARLY CHECKED AND MAINTAINED TO ENSURE ADEQUATE FUNCTION UNTIL ALL PAVEMENT 1 SURFACES ARE COMPLETE AND ALL SWALED AREAS HAVE GRASS COVER, NOT TO SCALE THIS REQUIREMENT MAY BE MET BY 3. SOD ALL AREAS IN LIEU OF SEED AND MULCH THAT ARE PRONE TO CAUSE EXCESSIVE EROSION SUBMISSION OF A CERTIFICATE FROM THE ENGINEER OF RECORD THAT ALL CONSTRUCTION WAS COMPLETED IN FL SEDIMENT, INCLUDING AREAS ADJACENT TO CULVERT ENDS, DISCHARGE STRUCTURES, FLUMES, ETC. J� ACCORDANCE WITH THE LAND DEVELOPMENT PERMIT: 4. PROVDE 18" MIN. WIDE STRIP OF SOD ADJACENT To THE EDGE OF ALL NEW PAVED SURFACES. 1. 2. STABILIZED SANITARY SEWER IC LINES PRIOR BACKFILLING (UTILITIES DIVISION) EROSION AND SEDIMENT CONTROL PLAN %1 3. CURB AND CONCRETE WORK (PUBLIC WORKS DIVISION) r l 4. ROADWAY BASE (PUBLIC WORKS DIVISION) J J 5. SURFACE COURSE (PUBLIC WORKS DIVISION) r / 1 REQUIRED SCREENING UPON 6. PERMANENT REFERENCE MONUMENTS AND PERMANENT CONTROL POINTS (PUBLIC WORKS DIVISION) I I INDIVIDUAL LOT DEVELOPMENT THE FAILURE TO NOTIFY THE RESPECTIVE DIVISIONS OF THE COMMENCEMENT AND COMPLETION OF CONSTRUC71ON OF 90% OPAQUE, 5 FT. HIGH SUCH ITEMS SHALL BE GOOD CAUSE TO REFUSE TO ISSUE A CERTIFICATION OF COMPLETION UNTIL SUCH FURTHER / I AND 1 TREE/ 35 LF INVESTIGATION IS CONDUCTED TO VERIFY COMPLIANCE WITH THE LAND DEVELOPMENT PERMIT. ALL WATER AND SEWER IMPROVEMENTS MUST BE INSPECTED BY THE INDIAN RIVER COUNTY UTILITIES DIRECTOR OR HIS REPRESENTATIVE OR THE APPROPRIATE MUNICIPAL OR PRIVATE UTIUTY REPRESENTATIVE PRIOR TO BACKFILLING (913.07(5)(H)]. 1i1 5' CHAIN LINK FENCE WHERE REFERENCES ARE MADE TO ROADWAY CONSTRUCTION, IT IS INTENDED TO INDICATE CONSTRUCTION � W/ VINYL SLATS ` Q FOR ROADWAYS AND/OR PARKING LOTS/DRIVEWAYS. o (OPAQUE) L I ITRAFFICZEAVEMENT MARKING NOTES. oo q J O o Z 25' +- EOP TO EASEMENT � 1. ALL PARKING SPACE MARKINGS WITH THE EXCEPTION TO THE HANDICAPPED PARKING SPACES SHALL BE MARKED IN VARIES PALM LAKE CLUB J" WHITE REFLECTORIZED TRAFFIC PAINT AND BE IN ACCORDANCE WITH THE FLORIDA DEPARTMENT OF TRANSPORTATION'S SUBDIVISION STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, 1991, SECTION NO. 710. XIST. DRAINAGE EASEMENT a 2. ALL HANDICAPPED PARKING SPACES SHALL BE PROPERLY SIGNED AND MARKED IN ACCORDANCE WITH THE F.D.O.T.'S I 12' SWALE 8' SHLDR. PAVEMENT - BARBER STREET Ah STANDARD INDEX NO. 173246. 15' DRAINAGE 3. TRAFFIC FLOW ARROWS THRU PARKING AREAS ARE FOR DIRECTION AND ARE TO BE PAINTED. USE I SEED / MULCH SEED / MULCH I & UTILITY EASEMENT WHITE REFLECTORIZED TRAFFIC PAINT AND BE IN ACCORDANCE WITH THE FLORIDA DEPARTMENT OF TRANSPORTATIONS � -- VARIES STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, 1991, SECTION NO. 710. PROP. GRADE MIN. 18' WIDE zVA To z1.2 4' 12' SWALE UPON INDIV. 4. STOP BARS SHALL BE 24" WIDE. USE EXTRUDED TYPE, ALKYD BASE THERMOPLASTIC LOT DEVELOPMENT STRIP SOD 5. ALL SIGNS AND PAVEMENT MARKINGS SHALL BE IN CONFORMANCE WITH F.D,O.T. TRAFFIC DESIGN STANDARDS AND THE PROP. GRADE AT I SEED / MULCH MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES. I S/O DEVELOPMENT 20 0' ^' = 6. ALL PAVEMENT MARKINGS FOR THE PROPOSED ROADWAYS SHALL BE EXTRUDED TYPE ALKYD BASE THERMOPLASTIC AND SHALL BE IN ACCORDANCE WITH THE FLORIDA DEPARTMENT OF TRANSPORTATION'S SPECIFICATIONS FOR ROAD - 21.0' FOR ROAD AND BRIDGE CONSTRUCTION, SECTION NO. 711. I _ _ - 5'0-5, 7. SPECIAL MARKINGS (CROSS WALK, STOP BARS, ROADWAY CONTINUOUS STRIPING, THRU ARROWS, PAVEMENT MARKINGS FOR TRAFFIC SEPARATORS, ETC. SHALL BE IN ACCORDANCE WITH THE F.D.O.T. INDEX No. 17346, , � EXIST, GRADE ' " - 1. ALL SIGNS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES. VARIES \ 1 1 (- 19. D' 2. ALL SIGNS SHALL BE TYPE 'C' SINGLE COLUMN GROUND SIGNS IN ACCORDANCE WITH F.D.O.T. INDEX No. 11860, 11863, 11865. 19.0 TO 18.5 - - - - - _ 19.0 WIND LOAD SHALL BE ZONE 3 (80 M.P.H.). EXIST. GRADE / 3. ALL SIGNS PLACEMENT SHALL BE IN ACCORDANCE WITH F.D.O.T. INDEX No. 17302. / TYPICAL BARBER STREET SWALE SECTION D-D TYPICAL WEST I? SECTION C=C ? NOT TO SCALE DESIGNED DRAWN CHECKED JOB NO. PAV§N(�� L� c� �� dlJ®SE��W" SC�1 ULKE ��,DRAWING NO. JWS JWS y � ©� 1��i r��� �r���� �� SPEC. CDR DETA§L/p==: ©�� �� DATE SCALE APPROVED FIELD BOOK &PAGE SA rr-�� �� ������ ��� jr-�� �� 11��� CONSULTING ENGINEER - FL. AEG. N0. 47048 SHEET 1� � Uv (407) 231-2533 / 581-0793 REVISION DATE DESCRIPTION BY 10/97 N.T.S. P.O. BOX 176 WABASSO, FL. 32970 5 OF