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HomeMy WebLinkAboutMaxwell-Schumann Preliminary PlatA REPEAT OF LOTS 1 THROUGH 8, TRACT A AND A PORTION OF TRACT B, BLOCK 406, SEBASTIAN HIGHLANDS, UNIT 7, PB. 6, P. 6, INDIAN RIVER COUNTY, FLORID 600 SCHUKAANN DRIVE S'�BASiIAN, FLORIDA 32958 SECTION 17 ,TOWNSHIP 31 , RAGE 39 CITY OF.SE BASTIAN CATION MAP (SCALE 1Zoo) � % J x� s �^ 0 J 6 CL a y NNtt` Nj,s i`i , Go co CN o w w U w Lu 0 ' o /o r z � , s J1 Island Harboi- QP, ,Z . O At5 MaoaftEa(daoon CS'Dt5 f ia.0 TYS ie,M1� 9{ :' N PROJECT INFORMATION OWNER: SCHUMANN ROAD INDIAN RIVER LLC 500 S FLORIDA AVE #700 LAKELAND, FL 33801 ENGINEER: - SCHULKE, BITTLE & STODDARD, LLC 1717 INDIAN RIVER BLVD SUITE 201 VERO BEACH, FL 32960 TEL: (772) 770 - 9622 FAX: (772) 770 - 9496 SURVEYOR: MERIDIAN LAND SURVEYORS, INC 1717 INDIAN RIVER BLVD., SUITE 201 VERO BEACH, FLORIDA 32960 (772) 794-1213 PROJECT DESCRIPTION: COMMERCIAL DEVELOPMENT - SUBDIVIDE INTO TWO COMMERCIAL LOTS, INCLUDING SITE WORK TO CREATE TWO "PAD READY" SITES SITE ADDRESS: 600 SCHUMANN DRIVE SEBASTIAN, FLORIDA 32958 TAX I.D. NO: 31391700002000100000.0 31391700002DO0200000.1 31391700002406000001.0 31391700002406000004.0 31391700002406000007.0 FLOOD ZONE: THE PARCEL OF LAND SHOWN HEREON APPEARS TO BE IN FLOOD ZONE X" PER FLOOD INSURANCE RATE MAP #12061CO112 J, DATED 01/26/2023 GROSS AREA: 84,071 SF (1.93 AC) EXISTING ZONING/LAND USE: COMMERCIAL GENERAL / GENERAL COMMERCIAL DEDICATION OF IMPROVEMENTS: PUBLIC UTILITIES EXISTING SITE CONDITIONS: EXISTING 1 STORY BUILDING (MEDICAL USE) AND PARKING LOT REQUIRED PERMITS: CITY OF SEBASTIAN INDIAN RIVER COUNTY S.J.R.W.M.D. F.D.E.P I.R.C.W.O.H. FDOT PRELIMINARY PLAT APPROVAL FINAL PLAT APPROVAL LAND CLEARING PERMIT IRRIGATION SITE IMPROVEMENT SUBDIVISION CONSTRUCTION PERMIT STORMWATER PERMIT DE —WATERING PERMIT (IF REQUIRED) DEMO PERMIT R—O—W/ DRIVEWAY UTILITY CONSTRUCTION PERMIT ENVIRONMENTAL RESOURCE PERMIT — STORMWATER NOTICE OF INTENT TO USE GENERIC PERMIT WASTEWATER CONNECTION WATER CONNECTION WELL ABANDONMENT PERMIT (IF ANY WELLS FOUND ONSITE) SEPTIC TANK ABANDONMENT PERMIT PRE DEMOLITION PERMITTING AND INSPECTION DRIVEWAY CONNECTION DRAINAGE CONNECTION GENERAL PERMIT - SIDEWALKS UTILITY CONSTRUCTION PERMIT GENERAL NOTES 1. SUBMITTALS A. PRODUCT DATA AND SHOP DRAWINGS 1. FOR ALL SITE WORK CONSTRUCTION, THE CONTRACTOR SHALL SUBMIT PRODUCT DATA IN THE FORM OF MANUFACTURERS' CUT SHEETS AND CATALOG DATA FOR ALL PRODUCTS, MATERIAL AND EQUIPMENT CLEARLY INDICATING THE SPECIFIC PART OR PRODUCT CATALOG NUMBER(S) FOR APPROVAL. 2. THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR ALL PRODUCTS, MATERIALS AND EQUIPMENT REQUIRED TO BE FABRICATED, OR WHEN STANDARD PUBLISHED PRODUCT DATA IS NOT SUITABLE FOR USE. 3. SUBMIT 6 COPIES OF REQUESTED INFORMATION, NEATLY BOUND AND INDEXED PER CATEGORY FOR THE FOLLOWING: A. UTILITIES: ALL PIPE, FITTINGS, VALVES, OTHER MISCELLANEOUS APPURTENANCES, CONTROLS, PUMP STATION EQUIPMENT, COMPONENTS AND STRUCTURES, AND ALL OTHER UTILITY SYSTEM PRODUCTS, MATERIALS AND COMPONENTS AND SIMILAR CONTROLS. B. DRAINAGE: ALL PIPE, FITTINGS, AND COMPONENTS THEREOF, STRUCTURES, FRAMES, GRATES, LIDS, GASKETS, FASTENERS, COUPLINGS AND SIMILAR, AND ALL OTHER DRAINAGE SYSTEM PRODUCTS, MATERIALS, AND COMPONENTS AND SIMILAR CONTROLS. �. PAVING AND GRADING: FDOT CERTIFICATIONS AND LAB ANALYSIS/RESULTS FOR PAVEMENT, BASE, SUBGRADE, AND FILL MATERIALS. INCLUDE EVIDENCE (CERTIFICATIONS) THAT THE MATERIALS PROPOSED TO BE USED MEET OR EXCEED FDOT SPECIFICATIONS AND THE CONTRACT DDOCUMNG gEpNTS. yy�� ff JJ � �SIGt�IIGN AND �AVEMEtdT MARKIICINW PRODUCTS AND MATERIALS, AND EVIDENCE THAT THE PRODUCTS AND MATERIALS PROPOSED TO BE USED MEET OR EXCEED REQUIREMENTS SPECIFIED IN THE CONTRACT DOCUMENTS, LOCAL ENGINEERING DEPARTMENT, MUTCO AND FDOT SPECIFICATIONS. F. IRRIGATION: ALL PIPE, FITTINGS, VALVES, OTHER MISCELLANEOUS APPURTENANCES, CONTROLS, PUMP STATION EQUIPMENT, COMPONENTS AND STRUCTURES, AND ALL OTHER UTILITY SYSTEM PRODUCTS, MATERIALS AND COMPONENTS AND SIMILAR CONTROLS, WELLS, AND/OR OTHER IRRIGATION SOURCES, THE CONTRACTOR SHALL SUBMIT AN IRRIGA11ON COORDINATION DRAWING INDICATING CONTRACTOR'S PROPOSED LOCATION OF MAIN LINES, SECONDARY LINES, HEAD LOCATIONS, WELL, PUMP, CONTROL PANEL, SENSORS, CONTROL VALVE AND VALVE LOCATIONS. THIS DRAWING SHOULD CLEARLY DEPICT ADJUSTMENTS OR CHANGES THE CONTRACTOR PROPOSES. THE DRAWINGS SHALL INDICATE ALL PROPOSED SUBSTITUTIONS OF SIZE, MATERIAL, AND/OR MANUFACTURER. 4. ALLOW TWO WEEKS FOR THE ENGINEER TO COMPLETE REVIEW OF PRODUCT DATA AND SHOP DRAWINGS. ENGINEER WILL NOT BE RESPONSIBLE FOR PROJECT' DELAYS RELATED TO DELIVERY AND TRANSMISSION OF THE DOCUMENTS ONCE INFORMATION HAS LEFT ENGINEER'S OFFICE. ITEMS REQUIRING A LONG LEAD TIME SHOULD BE SUBMITTED AS SOON AS POSSIBLE. 5. THE CONTRACTOR SHALL PROVIDE A STAMP INDICATING ITS REVIEW AND APPROVAL, INITIALED OR SIGNED,CERTIFYNG TO REVIEW OF SUBMITTAL, VERIFICATION OF PRODUCTS, FIELD MEASUREMENTS AND FIELD CONSTRUCTION CRITERIA, AND COORDINATION OF THE INFORMATION WITHIN THE SUBMITTAL WITH REQUIREMENTS OF THE WORK AND OF CONTRACT DOCUMENTS, INCLUDING PLANS AND SPECIFICATIONS OF OTHER DESIGN PROFESSIONALS (I.E.; ARCHITECT, MECHANICAL, ELECTRICAL, AND STRUCTURAL ENGINEERS). S. TESTING 1. WATER: PRESSURE (MAIN AND TAPS), BACTERIOLOGICAL, BACKFILL DENSITIES, BACKFLOW PREVENTOR TESTS AND CERTIFICATION; AND AS PER PROJECT SPECIFICATIONS, LOCAL UTILITIES DEPARTMENT, AND FOEP REQUIREMENTS. 2. SEWER: EXFIL, TV, AND BACKFILL DENSITIES. PRESSURE TEST (MAINS AND TAPS) LIFT STATION START-UP, ALL PER PROJECT SPECIFICATIONS, COVB AND FDEP REQUIREMENTS. 3. DRAINAGE: EXFIL, LAMPING (FIELD), AND BACKFILL DENSITIES PER PROJECT SPECIFICATIONS AND LOCAL ENGINEERING REQUIREMENTS. 4. EARTHWORK & PAVING: DENSITIES, LBR'S AND FBV'S AS PER PROJECT SPECIFICATIONS AND LOCAL ENGINEERING REQUIREMENTS. 5. SUBMIT ALL TEST RESULTS FOR ENGINEERING REVIEW WITHIN 3 DAYS OF TESTING. FAILURE TO PROVIDE TEST RESULTS, OR PROVIDING FAILING TEST RESULTS WILL BE GROUNDS FOR DELAY AND/OR REJECTION OF PAY REQUEST APPLICATIONS. C. AS-BUILTS 1. GRADING: LOCATION AND ELEVATION OF ALL-• CONCRETE AND PAVEMENT (VEHICLE USE AND PEDESTRIAN USE IMPROVEMENTS) AT HI/LOW POINTS, EDGE OF PAVEMENT, AND CENTERLINE AT 50' ON CENTER AND AT CHANGE OF DIRECITON, GRADE BREAKS; PROPERTY LINES (CROSS SECTIONS 50' ON CENTER); TOP OF BANK AND T.O.E. OF SLOPE AND/OR CENTERLINE OF SWALES AND RETENTION AREAS; CROSS SECTIONS 50' ON CENTER ON STORMWATER LAKES FROM TOP TO BOTTOM; MECHANICAL PADS AND FINISHED FLOOR ELEVATIONS; DETAILED LOCATION AND TOPOGRAPHY OF DRIVEWAY TURNOUTS. 2. WATER AND SEWER FO�CE MAINS: LOCATION, TOP ELEVATION AND STATE PLANE COORDINATES AT ALL FITTINGS, VALVES, CHANGES OF DIRECTION AND AT 100 ON CENTER. 3. GRAVITY SEWER: - SEWER STRUCTURES: DIAMETER OR SIZE, AND LOCATION AND ELEVATION OF STRUCTURES, TOP, BOTTOMS, AND SEWER INVERTS. - MAINS AND LATERALS: LOCATION AND INVERT ELEVATIONS AT CONNECTIONS, FITTINGS, AND TERMINATION. - LIFT STATIONS: HORIZONTAL LAYOUT AND LOCATION OF ALL EQUIPMENT, PANELS, VAULTS, WET WELL, VALVES; LOCATION OF CONDUIT RUNS AND WATER SERVICE/ HOSE BIBB; LOCATION AND INVERT ELEVATIONS OF GRAVITY AND FORCE MAINS TO AND FROM LIFT STATION; WET WELL DIAMETER, TOP AND BOTTOM ELEVATIONS; PUMP(S) SIZE, TYPE, DISCHARGE DIAMETER, MANUFACTURER AND MODEL # 4. DRAINAGE: ALL STRUCTURES DIAMETER OR SIZE, LOCATION, AND ELEVATION OF TOP, BOTTOM, AND INVERT ELEVATIONS. ALL PIPES, DIAMETER, TYPE MATERIAL, LOCATION AND INVERT ELEVATION AT CONNECTIONS, FITTINGS, AND TERMINATION POINTS. 5. IR) LIGATION: ALL LINES, SYSTEM EQUIPMENT COMPONENTS, MATERIALS INCLUDING PIPES, VALVES, FITTINGS, SPRINKLER HEADS, AND MIIS�CELLLANEOUS APPURTENANCES. D. OPERATION AND MAINTENANCE MANUALS 1. CONTRACTOR SHALL PROVIDE THE OWNER WITH OPERATION AND MAINTENANCE MANUALS FOR ALL OPERABLE EQUIPMENT (PUMP STATIONS AND CONTROLS, AUTOMATIC CONTROL VALVES, AND OTHER AUTOMATED EQUIPMENT; CONTROL PANELS, ETC.). 2. OPERATION AND MAINTENANCE MANUALS SHALL BE SUBMITTED AS A PRE -REQUISITE TO THE PROJECT BEING DEEMED SUBSTANTIALLY COMPLETE. E. WARRAN THE &TRACTOR SHALL PROVIDE ALL WARRANTIES, CERTIFICATIONS, GUARANTIES, AND WARRANTY BONDS AS SPECIFIED IN THE CONTRACT DOCUMENTS AND PERMIT CONDITIONS INCLUDING: - UTILITY MAINTENANCE BOND - FOR ALL PUBLIC WATER AND SEWER UTILITIES INFRASTRUCTURE (25% OF CONTRACT VALUE) - ENGINEERING MAINTENANCE BOND - FOR ALL PAVING, GRADING, AND DRAINAGE IMPROVEMENTS AND INFRASTRUCTURE (25% OF CONTRACT VALUE) 4. OWNER TRAINING THE CONTRACTOR SHALL INCLUDE 2 HOURS OF OWNER TRAINING (FOR EACH WATER, SEWER, DRAINAGE, AND IRRIGATION SYSTEMS) FOR ALL OPERABLE EQUIPMENT AND SHALL INCLUDE THE 11ME FOR INITIAL ADJUSTMENTS OF EQUIPMENT AND TIME FOR ONE FOLLOW-UP VISIT AND ADJUSTMENTS OF EQUIPMENT 60 DAYS AFTER END USER HAD OPERATIONAL TIME WITH THE EQUIPMENT. SCHULKE, Bi i I LE & STODDARD, L.L.C. C/l//L &STRUCTURAL ENGINEERING •LAND PLANN/NG• ENV/ROIVMENTAL PERMITTING REGISTRY #8668 � 1717 INDIAN RIVER BLVD., SUITE 201 VERO BEACH, FLORIDA 32960 TEL 772 / 770-9622 FAX 772 / 770-9496 EMAIL info@sbsengineers.com 0/ LEGAL DESCRIPTION LOTS 1 THROUGH 8 AND TRACT A, BLOCK 406, SEBASTIAN HIGHLANDS, UNITS 7, ACCORDING TO THE PLAT THEREOF, RECORDED IN PLAT BOOK 6, PAGE 6, OF THE PUBLIC RECORDS OF INDIAN RIVER COUNTY, FLORIDA; LESS AND EXCEPT A PORTION OF LOT 8; SAID PORTION BEING MORE PARTICULARLY BOUNDED AND DESCRIBED AS FOLLOWS: BEGIN AT THE SOUTHWEST CORNER OF LOT 8 OF SAID PLAT; SAID POINT BEING ON THE NORTH RIGHT-OF-WAY LINE OF SCHUMANN DRIVE; THENCE DEPART SAID NORTH RIGH-OF-WAY LINE AND RUN N25028'10"E, ALONG THE WEST LINE OF SAID LOT 8, FOR A DISTANCE OF 105.00 FEET TO THE NORTHWEST CORNER OF SAID LOT 8; THENCE RUN S69042'41"E, ALONG THE NORTH LINE OF SAID LOT 8, FOR A DISTANCE OF 28.11 FEET; THENCE DEPART SAID NORTH LINE AND RUN S25028'10"W, FOR A DISTANCE OF 108.56 FEET TO 'A POINT ON THE NORTH RIGHT-OF-WAY LINE OF SAID SCHUMANN DRIVE; SAID POINT ALSO BEING A POINT ON A CURVE CONCAVE TO THE SOUTHWEST AND HAVING A RADIUS OF 384.73 FEET, A CHORD BERING OF N62°26'44"W, AND A CHORD LENGTH OF 28.01 FEET; THENCE RUN NORTHWESTERLY, ALONG THE ARC OF SAID CURVE AND NORTH RIGHT-OF-WAY LINE, FOR A DISTANCE OF 28.02 FEET TO THE POINT OF BEGINNING. TOGETHER WITH A PORTION OF TRACT B OF SAID PLAT; SAID PORTION BEING MORE PARTICULARLY BOUNDED AND DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHEAST CORNER OF SAID TRACT B, RUN S26°36'30"E, ALONG THE EAST LINE OF SAID TRACT B, FOR A DISTANCE OF 33.83 FEET TO THE POINT OF BEGINNING OF THE HEREIN DESCRIBED PARCEL OF LAND: ki FROM SAID POINT OF BEGINNING, CONTINUE ALONG SAID EAST LINE, S26°36'3011E, FOR A DISTANCE OF 149.34 FEET TO THE NORTHEAST, CORNER OF LOT 8, BLOCK 406, OF SAID PLAT; THENCE RUN N69042'41"W, ALONG THE NORTH LINE OF SAID LOT 8, FOR A DISTANCE OF 77.66 FEET; THENCE d DEPART SAID NORTH LINE AND RUN N25°28'10"E, FOR A DISTANCE OF 15.97 FEET TO A POINT OF CURVATURE OF A TANGENT CURVE CONCAVE TO THE WEST AND HAVING A RADIUS OF 105.00 FEET, A CHORD BEARING OF NOO°34'05"W, AND A CHORD LENGTH OF 92.18 FEET; THENCE RUN NORTHERLY, ALONG THE ARC OF SAID CURVE, THROUGH A CENTRAL ANGLE OF 52°04'28", FOR A DISTANCE OF 95.43 FEET TO THE POINT OF BEGINNING. SHEET LIST TABLE C-000 C-100 C-200 C-202 C-300 G-301 C-500 C-501 C-510 C-513 C-514 C-515 G-517 B R/ C CC1" fl 03 t ` ATTACHED SURVEY MARK REVISION 5 REV. PER 06/10/25 COS COMMENTS 6 REV. PER FDOT COMMENTS 7 REV. PER COS COMMENTS TITLE COVER SHEET PRELIMINARY PLAT EXISTING SITE CONDITIONS GEOTECHNICAL REPORT AND SOIL BORINGS STORMWATER POLLUTION PREVENTION PLAN STORMWATER POLLUTION PREVENTION PLAN DETAILS PAVING, GRADING, DRAINAGE & UTILITY PLAN PAVING, GRADING, DRAINAGE & UTILITY SECTIONS OFF -SITE IMPROVEMENTS - SCHUMANN DRIVE PAVING AND GRADING DETAILS PAVING AND GRADING DETAILS CONT. PAVING AND GRADING DETAILS CONT. TYPICAL PAVEMENT MARKING DETAILS inn CT."/, (LITRE'VTI' ITV CETiI'_C u--wm IiIC 0T,"t.ICAg3 UTILITY LCT®IL, VM\= me =? IBARC UTIUT\' CYTAII G WATERGONT. UIG STANDiRS JTILITV^ET 9fl. LANDSCAPING PLAN LANDSCAPE PLAN OFFSITE 0 0 1 0/ DATE ENGINEER CERTI (CATION: 07/16/25 A,_ 08/11/25 SEPH W. SCHU P.E. f / R 4 8 . +� 01/07/26 ❑ J DAH B. BITTLE REG. No 57396 0 L1AM P. STO D RD, Ph.D., P.E. REG. No 57605 I I ' I ' i I • I F / SIGN LEGEND SITE DATA N N a GRAPHIC SCALE o 0 I_ STEP � R1-1 STOP SIGN OWNER: 30 0 15 3o 60 120 SCHUMANN ROAD INDIAN RIVER LLC I i ,� 500 FLORIDA AVE #700 DO NOT LAKELAND, FL 33801 R5-1 DO NOT ENTER w z ( IN FEET) i eNreR ENGINEER: I o uj 1 inch = 30 ft. \ ` \ — 2e — \ SCHULKE BITTLE & STODDARD,.LLC \ \ \ 1717 INDIAN RIVER BLVD SUITE 201 `" o N q \ VERO BEACH, FL 32960 0 0 _ PRIM! o , n , PRM a a TEL: (772) 770 9622 a a _ FAX (7) 70 9496 W OHE" ONE OHE 0}#E E OHE 011E` OHE a 7 2 7 - OFIE arsE aie oHE oHE CIE oHE a�E----a'E aHE p�E- "E \c9 5' S.S.B. `"" ++ \` + SITE ADDRESS: 600 SCHUMANN DRIVE, SEBASTIAN, FLORIDA 32958 cA. d 5'x10' U.E. ` Q N250 54' 11"W \� ++ \ \ `` TAX I.D. NO: 31391700002000100000.0 1205.66' +31391700002406000001.0 0 + + \ \ \\ I 31391700002000200000.1 o N 0 Tara'. roe Toe --- -- Toe + _ _ roe ` ` + 31391700002406000004.0 , N -1 roe P + CONSTRUCT 6' S + �6�; 31391700002406000007.0 ;OEZ TOE TOE TOE -.`` T ` t� } \\ ++ O \ L ZONING: CIS z o L=95.43' , t + 2� � W r fog 0-52°04'28" *+\ �� \ `� LAND USE: GENERAL COMMERCIAL w C i u Q O p (j v) O \ R=105.00' ++� �$Lo 5 x r� CHB=NO008'15"E ++ \ �\� \ \ FLOOD ZONE: THE PARCEL OF LAND SHOWN HEREON APPEARS TO BE IN FLOOD ZONE W=—"� 9 X PER FLOOD INSURANCE RATE MAP #12061C0112 J, DATED 01/26/2023 F-G-E-81, +W CHL=92.18 LOT 1 ++ 0.65 AC ++ "' \; OVERALL SITE AREA: 84,071 SF (1.93 AC) =��o Wos WIDEN SIDEWALK K t + REM 1VE SOLID WHITE MARKINGS, LAKE--' , AROUND LIGHT POLE ++ \ A t - ° Z \ �,ONST. 2'-4' SKIN VVhl I t EXISTING SITE CONDITIONS W W I . \ - - EXISTING 1 STORY BUILDING AND PARKING LOT TO BE DEMOLISHED)\�t5'�eba8 + { � / CONSTRUCT RIGHT IN ONLY \ MIN. SETBACKS Q� DRIVEWAY V.A.C. \ \ \ SEE SHEET C-500 FOR - FRONT: 0 FT - SIDE: 5 FT LAND USE b z tuftCONST. DETAIL \� \ \ o A C - REAR: 10 FT LOT 1 - COMMERCIAL 0.65 ACRES J 5' /: •� R5-1 \ y \ LOT 2 - COMMERCIAL 1.31 ACRES M L B \ MAX. FAR - .60 J 5' U.E. ♦ / _ (HATCHED) \ ♦� \ \ Q rn S / ."16 �. .>+LC GNP MAX. HEIGHT- 35 FT Q o / 1LL 2/ ' ' a D + \ ° 5 ' 11"E \ \ OPEN SPACE - 20% MIN. (16,814 SF) ��N/ :. /. :.. + �.L. Z ,moo ♦ \ / /.'. "C ... ` A + 1 6' _ .. / g \ ♦ 5.... \ A + \ \ TRAFFIC CALCULATIONS Q ` co 3a` -oLdoop\'� >, +\ * DAILY TRIPS PM PEAK HOUR C� 00 o Q LOT 2 \ ++ \ �� LOT 1. W o W -� 1.31 AC / '� + FAST-FOOD RESTAURANT W/ DRIVE-THRU (2400 SF)[ITE 934]: 1122 79 0 o m Q ° +++ `9u? LOT 2:* O o -�.�, ` --301 __aY % -/ 6� CONVENIENCE STORE/GAS STATION (4800 SF)(ITE 9451: 2571 228 Z z W W Sot __ m 1::: + W ..... ........ .301 �......'..... TOTAL 3693 307 Z Z .... ,.. : /... + Qo * THESE ESE ARE AS V J rn .'..... ' '.'.' ++ \ \ \ EACH LOT IS NOT DETER MINED AND SEPARATE DFU URE SITE PLANS WILL BE SUBMITTED ON 0�xx O o N Cr) / :::::: ' ++ \ THE CITY WITH ANY PROPOSAL TO DEVELOP EITHER PLATTED LOT. W -L W o :. K 2s, ........ 0'? \ I— J / F p tt LEGAL DESCRIPTION ... .. ... I Pt NA 0 C x �- ...,:,.,...'/ + LOTS 1 THROUGH 8 AND TRACT A, BLOCK 406, SEBASTIAN HIGHLANDS, UNITS 7, ACCORDING TO THE ~ Z Q ++ \ \ \ PLAT THEREOF, RECORDED IN PLAT BOOK 6, PAGE 6, OF THE PUBLIC RECORDS OF INDIAN RIVER C� S2 m u- �5. 7S + COUNTY, FLORIDA; F- x + \ .. LESS AND EXCEPT A PORTION OF LOT 8; SAID PORTION BEING MORE PARTICULARLY BOUNDED AND W Q N \ x x ........ ..... " . +++ \ \ \ DESCRIBED AS FOLLOWS: Y j /. + U Z x o J Q� A A x x 5'x20' SOP SIGN ++ \ \ \ \ BEGIN AT THE SOUTHWEST CORNER OF LOT $ OF SAID PLAT; SAID POINT BEING ON THE NORTH x U.E. \ + RIGHT-OF-WAY LINE OF SCHUMANN DRIVE; THENCE DEPART SAID NORTH RIGH-OF-WAY LINE AND z N u ... + \ \ \ RUN N25°28-10"E, ALONG THE WEST LINE OF SAID LOT 8, FOR A DISTANCE OF 105.00 FEET TO THE CORNER OF SAID LOT 8 THENCE _ ENCE RUN ALONG E F A = � 1. �,5, � + S69°42'41"E, AL THE NORTH LINE O SAID � ~ �u' , x R1=1 .. L=237.53' ROPOSE : + \ \ DISTANCE OF 28.11 FEET; THENCE DEPART SAID NORTH LINE AND RUN S25°28'10"W U J NORTHWEST C LOT 8, FOR A r^ � \ x A-52°14'19" �' �,DRAINAGE ++ \ FOR A DISTANCE OF 108.56 FEET TO A POINT ON THE NORTH RIGHT-OF-WAY LINE OF SAID L=96.31' x ... " .. R=260.53' ASEMENT 10. + \ SCHUMANN DRIVE; SAID POINT ALSO BEING A POINT ON A CURVE CONCAVE TO THE SOUTHWEST =14°20'34" AND HAVING A RADIUS OF 384.73 FEET A CHORD BERING OF N62°26'44"W, AND A CHORD LENGTH OF �oK \ CHB=N83°41'59"W N `, 28.01 FEET; THENCE RUN NORTHWESTERLY, ALONG THE ARC OF SAID CURVE AND NORTH R=3$4.72 �s- CHL=229.39' b ++ RIGHT-OF-WAY LINE, FOR A DISTANCE OF 28.02 FEET TO THE POINT OF BEGINNING. CHB=N52°28'57"W \ \ 5' S/W + \ RIGHT IN ONLY DRIVEWAY CHL=96.05' C \ EASEMENT ~ ` ' �\ ++ E C \ TOGETHER WITH + + + SCALE 1"= 1 )' \ \ \ A �' +'" +++ A PORTION OF TRACT B OF SAID PLAT; SAID PORTION BEING MORE PARTICULARLY BOUNDED AND —a +l -}- o \ \ + + \ - > : / i L-_ 41.92 DESCRIBED AS FOLLOWS: A 1 +� -PRM A=96°05'03" _ _ _ + R=25.00' \ COMMENCING AT THE NORTHEAST CORNER OF SAID TRACT B, RUN S26°36'30"E, ALONG THE EAST + ,�. CHB=S22°08'21 tv LINE OF SAID TRACT B, FOR A DISTANCE OF 33.83 FEET TO THE POINT OF BEGINNING OF THE Q \ ` M� + + + f + HEREIN DESCRIBED PARCEL OF LAND: Z + \ CHL=37.18' _ + L=55.67' M ` ``� _ ' C FROM SAID POINT OF BEGINNING, CONTINUE ALONG SAID EAST LINE, S26°36'30"E, FOR A DISTANCE -i 0=12°14'48" OF 149.34 FEET TO THE NORTHEAST CORNER OF LOT 8, BLOCK 406, OF SAID PLAT; THENCE RUN R-26 .4 N69042'41"W, ALONG THE NORTH LINE OF SAID LOT 8, FOR A DISTANCE OF 77.66 FEET; THENCE w 0 5 292' >230' CODE E DEPART SAID NORTH LINE AND RUN N25°28'10"E, FOR A DISTANCE OF 15.97 FEET TO A POINT OF \+ A q CHB=N51 °27'.39"W � I ` _ - � _ � 1aa CURVATURE OF A TANGENT CURVE CONCAVE TO THE WEST AND HAVING A RADIUS OF 105.00 FEET, \ CHL=55.56 \ SCHUMANN DR. _ A A CHORD BEARING OF N00°34'05"W, AND A CHORD LENGTH OF 92.18 FEET; THENCE RUN NORTHERLY, ALONG THE ARC OF SAID CURVE, THROUGH A CENTRAL ANGLE OF 52004'28", FOR A ' \ \ 167' DISTANCE OF 95.43 FEET TO THE POINT OF BEGINNING. CONSTRUCT CONC. I Z PAD 6" THICK QQZ ao a \ 1 �NO(n / % �/ / U--Ihm / q LOCATION MAP / ( Q w N bi . . o STRIPING LEGEND w Q . \ ABBREVIATIONS �- + m A = 6' SOLID WHITE PROPOSED X (� W — / 1 B X \ B = 8' SOLID WHITE STRIPING/ SYMBOL LEGEND C = 12" SOLID WHITE MARKING A.E. ACCESS EASEMENT Q D = 18" SOLID WHITE E = 24' SOLID WHITE 6 EXISTING = F = 6- SKIP WHITE TYP (10'-30') X STRIPING/ ❑PRM SET PRM / / ♦ Az� G = 6' SKIP WHITE TYP (6'-10') MARKING U.E. - UTILITY EASEMENT SITE �� H = 6" SKIP WHITE TYP (2'-4') q \ / 1 — 6 SOLID YELLOW �i EN WEER CERTIFICATION ,p,l SET IRON ROD 8, CAP "� fl `� + � J = 18 SOLID YELLOW � T / q sty.., ' , l K = 6" DOUBLE YELLOW G. No. oaa �a JOSEPH SCHULKE tr1 L = 6' SKIP YELLOW TYP (10'-30') D.E. - DRAINAGE EASEMENT M = 6' SKIP YELLOW TYP 6'-10' -30"x 30" STOP SIGN JOD H e. eirr� :• ; ( ) FL. REG. N0. 57 96 N = 6' SKIP YELLOW TYP (2'-4') ❑ wlulAM P. StoD ARD a, P RPM MONO -DIRECTIONAL WHITE ONO FL. REG. NO. 57 05 -} S25 4 11" ` Q =RPM BI-DIRECTIONAL AMBER/ WHITE/MONO D.E. - DRAINAGE EASEMENT 1205. R = FDP WHITE S = FDP YELLOW TO C.O.S. / / !� F _ T =RPM 61-DIREC. WHITE/RED T �s- T a \ 4 ���{ � x s a a.. ,}� ,wry „ : x � a U RPM BI-DIRECTIONAL YELLOW/YELLOW � SFi / / S/W EASEMENT - SIDEWALK EASEMENT C O NOTE: FDP DENOTES FLEXIBLE DELINEATOR POST. R 2EC T NO. \ — - / 31391700000300000003.0'' (ORB 2287, PG. 146) P. 0. C. N. GRAPHIC SCALE 0 "TOGETHER WITH" EX -FM EX FM .� EX FM o-�\' o 0 0 EX FM � PORTION OF TRACT B '. \ .- 30 0 15 30 60 120 EX Fri SET 5/8" IRC 0 — — — EX F EX M • \ E FM E5 FM ILLIA I , . �, -, , Fn. 5/e IRC ` LB 6905 r.l . r , I PLS 3436 E (0.5'E,0.8'S) F� \ ( IN FEET ) o o NW CORNER OF PLAT SET 5/6" IRC = EX FM � � \ 6` "� ` 1 inch 30 ft LB 6905 8,31x °\ \ . ° o o 9 o S89'20'25"E 567.91 (P) S89'20'25"E 166.80' (P) °31 \': `i N. LINE OF PLATS S89'57'17"E 166.82' (BASIS OF BEARING) �Xe� \ \ I s o a o o �" e. E E OHE X OHE OHI OHE _ OHE OHE OHE E OHE OH ` a a a a o- �i w w w w OHE OHE OHE OHE OHE OR3- - OHE OHE OHE OHE OHE OHE� OHE OHE X )# _ — — — _ _ _ _ _ _ _ _ _ . > > > > ���: ���, m° �'' ��`, SITE DATA TRACT B v, Ly, IASTIAN HIGHLANDS EXIST SURFACE WATER UNIT 07 c1'. . � \ � \ � �• OWNER: Q (DITCH) TO BE FILLED (PB 6 PG. 6) 0.20 AC ' SCHUMANN ROAD INDIAN RIVER LLC --Toa Toa ` \ 500 FLORIDA AVE #700 0 1 Toa Tog ----- roe 3°y,a v G�24 +'• LAKELAN D, FL 33801 1 0 Toa _— roB P.O.B. t �� 12 L 10' 10• r' \ _ 0 N - "TOGETHER WITH" �o� h Z 11 x TOE TOE �� a lA 5 6 ENGINEER: ` ME —TOE �PORTION OF TRACT B $� .` I r / ` \ �\ �� SCHULKE, BITTLE & STODDARD, LLC 4 3: CDram`°°� L=95.43' 8 x°%' \ T 1717 INDIAN RIVER BLVD SUITE 201 o LC),W 0 �52.04'28" d F 32 �[�t x,6ti x ' VERO BEACH, FL 32960 z z w R=105.00' t Xe :< �� •y \a ':\ 6000 �� TEL: (772) 770 - 9622 W i Q \� CHB=NO08'15"E 1 r xq,, ,�000 ` FAX: (772) 770 - 9496 0 0 Cc o v cn o CHL-92.18' l3e � '� 7 � ,, OQ ' / f 9� SITE ADDRESS: 600 SCHUMANN DRIVE, SEBASTIAN, FLORIDA 32958 we31W� g PORTION OF TRACT B xbah 05h el o ` ` �aW 8 �U" a}„6�s' TAXI.DNO: 31391700002000100000.0 LAKE 31391700002000200000.1 W S 10 ooE '�. �. ti e .- s<� \ \ 31391700002406000001.0 og �s r SET 5/8" IRC SA s ��E ` 31391700002406000004.0 w a w REMAINDER OF I,B 6905 6' •, C , r, s. TRACT B \ •Fqs `Gs i Y cc 31391700002406000007.0=a J E',LjF FD. 5/B" IRC SEBASTIAN HIGHLANDS LB 6426 UNIT 07 $ NT P (PB e, PG. s) FRgT �• �. -/ �. / f G��PSE��/ xe`� X ' box ZONING: CG o,^ \ o® of r r �5000 6 pro CONCRETE \� �� xt!o ` � �Gz '*� ` LAND USE: GENERAL COMMERCIAL CZz ID e 28 �� , ,h' r s 05 pg„� G�-,s PAD ?' °ti �i� �i ` ` U p E "LESS AND EXCEPT" �, / o 0o f � � c IV699-V2'4j 1e _41 mN6�2v3� X`� J, 1�r1+ \ �f .-..I � U PORTION of LOT 8/BLOCK 4as /^o�• °�22" W (oJ '` s�4 °, s ��, FLOOD ZONE: THE PARCEL OF LAND SHOWN HEREON APPEARS TO BE IN FLOOD ZONE W `� % W 1os xe EQUIPMENT roar / <J 6\ �_� '.1 \ Ii N i6 j i SET 5/8" IRC X°0 CONCRETE PAD '� j - U. ` " F X PER FLOOD INSURANCE RATE MAP #12061CO112 J, DATED 01/26/2023 Q / 1 p, 6' LB 6905 '✓ L� I P.O.B. � � r°ry / � �RgINgCF F .. �, �.. • , �a.°ate g -� j �^ .J � se' � = co O gSfM 1, e>B Xw r a s .° ` 5p0 �- OVERALL SITE AREA: 84,071 SF (1.93 AC) Z N LESS AND EXCEPT" J =' j FHT 9. P`'E11� p 1 - STATUE CONCRETE e \ �/ -3ot RETAINING WALL PORTION OF LOT 8/BLOCK 406 / / hM x° �0 E� y0� ,a �s �` EXISTING SITE CONDITIONS LJ� Q ''-- 3ot —, FD. 58" IRC % b �t O�° x°,� / , 'O ptiP e , hg - , 9> �`' u' \ w (10 j 1 �o ,�`� ``, 6�0� �' 13 11 2� a' `� \ -EXISTING 1 STORY BUILDING AND PARKING LOT p 301 LB 6426 r N L� r ` c ' - / ,,<v �.. w4 G� ,c�ev x°• / \ �d „ ,�+, r " �05 c^ F� MIN. SETBACKS �' o U "- -. - \ \ EXISTING SITE DATA W Q 4 1 / 9 \ BUILDINGS 2,139.74 SF 3/o Q �, o W _ - —, .-• _X WM �-r=� •�:. EX WM -� �6 ` COL' „`- 301 _ _` .,� // / \ �S r o�i``tcr `. ` ' agB ` CODE EXIST _ o Q CA ,z 1 / I co r-, 0 / \ i �o yy tie �� X .\ \ <� -FRONT: 0 FT 25.2 FT - PAVEMENT 8,902.07 SF 10% 13.42 ?0 ..lr�-r ��\ „"3p1 Bt �, ,�• f ...:`Y G� / ♦ n 8 >X \ ! f ? 1, • o. x: s $tp ,I . X ae> ��� ` 132.35 FT TOTAL IMPERVIOUS 11,041.81 SF 13% Z z W Wly ,Sryb:,r xry2° "� S0 SIDE: 5 FT 167.01 FT _ o I- z z W X` G lty� ,� , 22• \ :\ o� \ OPEN SPACE 74,095.91 SF 87 /o o �. },�°° x,�"� eti ex,�°e " �', / s �'oo� / r �, ! Y / 0 3,> 2>0 '=c ar mo ` -REAR: 10 FT 166.41 FT O "`'� .�, <" a S : ,� y ` FAR: 0.03 co X o I,�, , , o ~ 9 E , o o ,s�° SCH `v SET 5/8" IRC / •O� % 'PF, cA 14 / ,og h a 31- ^ y 2B / \ GG� GZO \ ` n?( O cr N ow—*' `�J p LEGAL DESCRIPTION w U�A 1 L B sso5 / ^� / �� N6� �o �- e 38 yy g o W o Oh 2, O `VN .1R02' 5 �r 6y Li251 SNP ? . ''34 9.a oG \ \ c^f a } '�o 3 '� DR�T �410 23� s / / tJe x z 2� -x`°' x 2a F LOTS 1 THROUGH 8 AND TRACT A, BLOCK 406, SEBASTIAN HIGHLANDS, UNITS 7, ACCORDING TO THE PLAT THEREOF, ¢ - PU 1 > °,,,,•.... IBC x R 384 73' % / / l `� `� 6' W00 9 0 ' r2 CHB=N61 , 5 W , X 33 35 ,\ \ \ ` �, RECORDED IN PLAT BOOK 6, PAGE 6, OF THE PUBLIC RECORDS OF INDIAN RIVER COUNTY, FLORIDA; _„J T rfi e LIC t�< a ?s X �' % 0 r244 FENCE 8 /"`=' 37� <v , N tL/w to CHB=N6276' D) j " °x 2� ro ,o x°i ` 2� \ t`t Z_ O w .v° CHL=28.01' �' / LOT 7/BLOCK 408 \ i 1$ a e ` ' s �` LESS AND EXCEPT A PORTION OF LOT 8; SAID PORTION BEING MORE PARTICULARLY BOUNDED AND DESCRIBED AS z r �1 �� j ,2 27 4 36 r FOLLOWS: W o a7 , / / s SEBASTIAN HIGHLANDS k00 x`�yti o \ :.\ �—' W F X UNIT 07 �ti ti 2 ` Z ¢ -1 Q (PB 6, PG. 6)x o / BEGIN AT THE SOUTHWEST CORNER OF LOT 8 OF SAID PLAT; SAID POINT BEING ON THE NORTH RIGHT-OF-WAY LINE OF C7 m LL X '_•- .3 ,,,. eex o.00 C,}C i x9- �- °?" -,.. . .. =mom E\ FM ""� "�"'„ �, E-X FM `` 'z,,x �s•° F��ql, ,z 1,9+ \ / x° 1 c� vv ~ �$ CONCRETE ALL�' R m>' +1 NO " \ ` SCHUMANN DRIVE; THENCE DEPART SAID NORTH RIGH-OF-WAY LINE AND RUN N25°28'10"E, ALONG THE WEST LINE OF SAID •,�. � \ h'L/ / oos y� x�',50• Np6 A \ • ` LOT 8, FOR A DISTANCE OF 105.00 FEET TO THE NORTHWEST CORNER OF SAID LOT 8; THENCE RUN S69°42'41"E, ALONG THE ., 1ft F F \ v'v ° a3o \ \ "yo ` x°�" �, /, 0 E ✓ •• 2 �� G� • \ \ ` NORTH LINE OF SAID LOT 8, FOR A DISTANCE OF 28.11 FEET; THENCE DEPART SAID NORTH LINE AND RUN S25°28'10"W, FOR A W Q U N tit o �� o / 0 / /�05 F �Q ens x $ PLC - v? DISTANCE OF 108.56 FEET TO A POINT ON THE NORTH RIGHT-OF-WAY LINE OF SAID SCHUMANN DRIVE; SAID POINT ALSO � x° /ryo, tam •,. �6 0� 6I PSP �\NG - BEING A POINT ON A CURVE CONCAVE TO THE SOUTHWEST AND HAVING A RADIUS OF 384.73 FEET, A CHORD BERING OF Zo 0) x���o L=96.3t %tea ° s °� N6� X° QPR \ ` N62°26'44'1N, AND A CHORD LENGTH OF 28.01 FEET; THENCE RUN NORTHWESTERLY ALONG THE ARC OF SAID � ' C� X \ \ D CURVE AND Q) Z O A' 42032 ` ft, �` .0 , . 2 `° � .242 ` . t� NORTH RIGHT-OF-WAY LINE, FOR A DISTANCE OF 28.02 FEET TO THE POINT OF BEGINNING. Q r- R=3 73 / �� '►' x,o l it X � x°t. SS - ` ?OJ a eo` CHB=N52.2888u �" R 3� �o- 23 ASPHALT 41 40! 00 ` \ \ \ TOGETHER WITH Z CHL-96.05' `� i /� x° �,. -3 ta.e x X 3 DRNEWAY 2" ti T 6/8- IRC f ONCRETE '2t�r04 o J1 M �g 42 oe I ` \ A PORTION OF TRACT B OF SAID PLAT; SAID PORTION BEING MORE PARTICULARLY BOUNDED AND DESCRIBED AS FOLLOWS: r XSN FQ x .04 D9 X •�5 X`o' '1, '' L.B 6905 % PADS N x ro `� _ 19 6 ETE PA 1 SIGN POST r J a N I ` `NM \ COMMENCING AT THE NORTHEAST CORNER OF SAID TRACT B, RUN S26°36430"E, ALONG THE EAST LINE OF SAID TRACT B, �%� W f ® X x°`1 54 43 moo`° J°�3 �X FOR A DISTANCE OF 33.83 FEET TO THE POINT OF BEGINNING OF THE HEREIN DESCRIBED PARCEL OF LAND: + U ~ x 1 Oct �� �o` / (� t 0 x° 8 x FROM SAID P01NT OF BEGINNING, CONTINUE ALONG SAID EAST LINE, S26°36'30"E, FOR A DISTANCE OF 149.34 FEET TO THE NORTHEAST CORNER OF LOT 8, BLOCK 406, OF SAID PLAT; THENCE RUN N69°42'41"W, ALONG THE NORTH LINE OF SAID LOT 8, X !at �� 62 ° 55 X 53 44 46 fie, 5/8" IRC x°��� \ FOR A DISTANCE OF 77.66 FEET; THENCE DEPART SAID NORTH LINE AND RUN N25°28'10"E, FOR A DISTANCE OF 15.97 FEET TO 56 ,+A5 4029 �O,,X °,e ® A POINT OF CURVATURE OF A TANGENT CURVE CONCAVE TO THE WEST AND HAVING A RADIUS OF 105.00 FEET, A CHORD V) S > �1 58 p1 �' 47 TRACT A / �\`" BEARING OF N00°34'05"W, AND A CHORD LENGTH OF 92.18 FEET; THENCE RUN NORTHERLY, ALONG THE ARC OF SAID CURVE, Z �l ` C1�T X10.15 1� O X° "o S2 ° ASTIAN HIGHLANDS x ` m -s. INV. EL.- 6.58' THROUGH A CENTRAL ANGLE OF 52°04'28', FOR A DISTANCE OF 95.43 FEET TO THE POINT OF BEGINNING. 0 F+ Fk0 s4' 3 57 48 UNIT 07 °p1 44�" ) X �x L=41.92' _ rBO, ��� \ 9.48 fi Xe90 x eti B 8, PG- 8 a �� a� �960503 X°°► A X xb� R=25.00' \ CH8=N22'08'21'E z x°��`\ \ F,y �► Cl a 15.44 0 '49 FD. 5/6- IRC CHL=37.18' � TREE LEGEND o LB 4029 �° \ U °se L=293.20; EX 'Rog �' - OAK TO REMAIN 8 TREES W Ff \ ~`d `6428'48 �' °x O ( ) LOCATION MAP �� ��`' R= �`�° - X,O \ x r CHB=S7T34'43'E nT� °0.5 �o ` \ N \ x`opa * 10.20 \� CHL=277.9T ° o�9. 9.4a� ✓q ` - ' " ''' ,aw:,a. ^ ^apii,"�r. :: r .A , , try4,a n d z e +4 _.� :1' r •� °,�� �00 °• o °• ` � OAK TO REMOVE (12TREES) z 14' ' h4 1 • ARS r �` n ,p „i X, _ 'R y z.�. \ ` �� ` r'""—^..,•,.,..... —> y>J X a ` tt +f=_ .. ►��+ 'o \ \ x°°e nee-«� p >Y�-�, v. EL- ss6 - OAK TO RELOCATE (0 TREES)* DIAN o , n X Lli 10� � EX 6.48 CABBAGE .. •���° S Y" ',M , Y =a� 4"fir }',', 2 w a:� ,� z•5:5 s t , •p � F dtM �A,. x' ,•,�� " } 3t,=: ` ,s �? :� t �' 4 «r is REMAIN C GE PALM TO RE °�, x°�° (19 TREES) m� t ! f ` Z .. °. -. .-4`°'t }1 EX FM �-�--� CABBAGE- - �,�,; r �l� -� �=�1� x °• EX FM � / PALM TO REMOVE Q 0 0 Q are t i tit (3 TREES) r 0 Q 4 tl Y"IPA ` -CABBAGE PALM TO RELOCATE (21 TREES)* V Q (15 OFF -SITE) W — - SITE_ �,c- t ,. J p H r. w (6 ONSITE) J (/l 11 11 11 11 11 PALM 12 RELOCATE 24 OAK 24 REMOVE 37 PALM 10 REMAIN 50 PALM 12 RELOCATE 63 PALM 12' REMAIN W Q }- $ - •` �, EXISTING TREES o m 4 I" tip„ -`1�14''3,1�.. 12 PALM 12 RELOCATE 25 PINE 22" REMOVE 38 PALM 12" REMAIN 51 PALM 10" REMOVE 64 OAK 42" REMAIN X U La — k k 1 h in O �, "`: >.''• ,21,9 ,M., :=r.' - _ + .. TREE -PINE TREE U VA. DBH OTHER 2811 1211 " Q ' �"�" SPECIES 13 OAK REMOVE 26 PALM RELOCATE 39 OAK 26 REMAIN 52 OAK 12 REMAIN 11 -PINE TREE TO REMOVE 1 PALM 12 RELOCATE 14 OAK 10 REMOVE 27 PALM 12 RELOCATE 40 PALM 12,1 REMAIN 53 OAK 14 REMAIN 4"r dr a k@ s .k ' ,',,,, r d3 r, + y,; , a *. •'�'r*y ) ] ti - j.�J ',3',` ,• ', „ tA' ,,• „ ' y4"",, ;,S ,•, a> "• y , �,,, `:; I'.0 �' < "' 5• oa• 11 (1 TREES) 2 PALM 1211 RELOCATE 15 OAK 10 REMOVE 28 PALM 12rl RELOCATE 41 PALM 1211 REMAIN 54 OAK 1211 REMAIN 4: kr r 3$ a t "'I4 a< x r4 '':'a ,:: 9 # A, \ tr •. t ''�!' -'A. 4 r I 11 3 PALM 1211 RELOCATE 16 OAK 10 REMOVE 29 PALM 12rr RELOCATE 42 PALM 1211 REMAIN 55 PALM 12" RELOCATE / ENGINEER CERTIFICATION 4 PALM 12" REMOVE 17 OAK 14" REMOVE 30 PALM 12" RELOCATE 43 PALM 12" REMAIN 56 OAK 22" REMAIN MITIGATION REQUIRED H w. HULKE { "'a3ry a, , • .R'µ.d.,,, •ice ._ ' "-.1,..- - ,�. . ` 704 a S OAK 10" REMOVE 18 OAK 6" REMOVE 31 OAK 40" REMOVE 44 PALM 12" REMAIN 57 PALM 6" REMOVE n _ ❑JODAH B. BITTL ,• * y k „ 'w 1 °> 4 - �k ` :,,,-- - SPECIMEN TREES TO BE REMOVED: >10 - 12 TREES r.". " " ar ^ t 1' r o ^ _ # . ,,,"/` �•w - FL. REG, NO. 5 396 6 OAK 10'1 REMOVE 19 PALM 12" RELOCATE 32 OAK 22" REMAIN 45 PALM 12" REMAIN 58 PALM 101, REMAIN � ❑,MLuaM P. st0 onRU «)`,}, g ,•; I* ,,:kyi $ `- REPLACE WITH (12) TREES: 12' HEIGHT/ 2 1" DIA. FL. REG. N0. 7605 + �" 7 PALM 12" RELOCATE 20 PALM 12" RELOCATE 33 PALM 10" RELOCATE 46 PALM 12 REMAIN 59 PALM 12 REMAIN z '... "� 4 � �� S '4,;. ° 4^ • ,�,'� '� a '��+� r��4t �`"�� .+ ,ti , "v:,. � : r�.-f!r , +�.. �y : �¢; - .- 1 8 32 2 47 OAK 34 REMAIN 60 PALM 12 REMAIN OAK REMOVE 1 PALM 12" RELOCATE 34 PALM 12" REMAIN K n n u �, *NOTE "A FULL PROPOSAL FOR THE RELOCATION OF THE TREES, INCLUDING F 4.. " THE METHODS AND PROPOSED TIMELINES, WILL BE REQUIRED BY THE CITY s ET y., 9 PALM 12 RELOCATE 22 PALM 10 RELOCATE 35 PALM 12 REMAIN 48 PALM 12 REMAIN 161 PALM 10 REMAIN 4,~ - - OF SEBASTIAN DURING THE LAND CLEARING AND SITE IMPROVEMENT r 10 211 49 PALM 12" RELOCATE 2 PALM REMAIN 200 PALM 1 RELOCATE 23 OAK 18 REMOVE 36 PALM 12 REMAIN R OC 6 12 PERMITTING STAGES. THIS PROPOSAL MUST BE APPROVED BY THE CITY OF - SEBASTIAN PRIOR TO ANY TREE RELOCATION ACTIVITIES TAKING PLACE." G/zoJEc T No. J 22-031 J - r- to N N Q n In M o m p a 600 Schumann Drive & US Highway 1 ' ENGINEERING 600 Schumann Drive & US Highway 1 ='*� '' ENGINEERING 600 Schumann Drive & US Highway 1 600 Schumann Drive & US Highway 1 `�` �"' ENGINEERING y A%0AVL AND TESTING A%IJIVA AND TESTING i Sebastian Florida Sebastian, Florida ENGINEERI �G �IJjVL AND TESTING Sebastian, Florida Sebastian, Florida KSM Project #: 2201856-p KSM Project #: 2201858-p KSM Project #: 2201858-p KSM Project #: 2201858-p \ The Scope of our study consisted of the following tasks: Soil Classification - The field soil boring logs and recovered soil samples were transported to Analytical Laboratory Testing: AND 1T ESTI �G KSM's office from,the project site. Following the completion of the field exploration activities, ENGINEERING L%IJjVL AND TESTING Ma 30, 2024 MX Properties, Inc. Y p review of the surficial soil maps, published by the United States Departm ent 1. Performed a r P P visual and tactile examination of the soil samples was performed under the supervision Of a geotechnical engineer to identify the engineering classification of the soil samples that were Natural Moisture Content - Testing was performed in general accordance with procedures. described in ASTM D 2216-19. r.-.-.;:9. rmes crest Depth Saturated Saturated ". Fineness = _; Cu Cc Content; Fx Location Flaw Rate Flow, Rate Modulus Todd Maxwell Conservation Service NCRS . of Agriculture (USDA} Natural Resources Conse ( ) obtained in the field exploration. The visual classification of the samples was performed in , -Range a fa 2. (fi) : {tn/hr) {inlhr) ( ) 500 South Florida Ave, Ste. 700 - general accordance with the current United Soil Classification System (ASTM D 2487). Fines Content - Testing was performed in general accordance with procedures described in - Lakeland,! FL 33801 2. Performed soil borings within the approximate locations of the proposed dry ponds. i ASTM D 1140-17. .0-2 24.2 16 2.5 1.0 1.9 1.6 General Subsurface Soil Classification Summary, - The following table outlines the general I 2 - 4.5 23.0 15 2.3 1.0 1.2 1.6 - Re. 600 Schumann Drive & US Highway 1 3. Measured the depth to the surface of the groundwater body at each boring. subsurface conditions that were encountered during our investigation. Refer to the boring logs The following tests were performed on the soils listed below: P-1, PB-1 Sebastian, Florida KSM Protect #: 2201858-p 4. Performed in -field "Usual Open Hole Test" procedures at the aforementioned boring and location map for specific information regarding our interpretation of the field boring logs. :N.. h* <., natytical Laborator�Testitlq, Is D 14.5 -11 3.7 2.5 2.2 0.9 3.1 1.6 Dear Mr. M locations. r,.; m,r: . - .- - Generalized Saa. Profile 3 t - :r ._ s Sample es Moist ird Descnptiart - 11 20 3 * 1 4.3 0.9 7.8 1.8 _,,, F- ., Boring Depth Soil 3 ae ;_ 0-5 23.3 15 2.5 1.0 1.9 1.6 p performed a subsurface investigation at the As requested, KSM Engineering & Testing has pert Collected soil samples necessary to estimate aquifer parameters. 5. C p ry pproxlmafe Depths t.- -Discovered Substartace trariditian .._ „� ,.-a AV elow Grade (Feet} ..�-,, _�m-.,. (ft) h mow.. �- .r ...-_ i. ,.. " k <• t,.t P-2, PB 2 1 5 -11 3.7 2.5 2.2 0.9 3.1 1.6 above referenced site. The intent of our investigation was to provide aquifer parameters at 6. Reviewed the soil samples and field soil boring logs (by a geotechnical engineer) in our 0 to 11 Loose to medium -dense sand with near surface roots PB 1 0 - 2 Gray Sand with Traces of Roots 1.9 1.1 * 4.3 boring locations. Presentation of the data gathered during the investigation is included in this laboratory and assigned analytical laboratory testing to selected samples. PB-1 2-4 Light Gray Sand 1.2 0.9 11 -20 3 ! . 1 0.9 7.8 1.8 report. 11 to 20 Loose to medium dense slightly silty sand with shell fragments ] PB-1 4.5 - 6 Brown Sand 3.1 16.8 'Estimation; based, In part, on our review of the retrieved samples and our interpretation of laboratory results and Scope of Work and Professional Service Agreement: 7. Performed the assigned analytical laboratory tests on the selected soil samples. I SPT Borings - The SPT boring profiles contain "N" values. These "N" values represent the PB-1 11 -12.5 GraySlightly Silt Sand with Shell Fragments 7.8 22.2 gy y g SJWMD Special Publication SJ93-SPfO. Correlation of Hydraulic Conductivity with Fraction by Weight Passing the U.S. No, 200 Sieve (Poorly Graded Fine Sands). 8. Evaluated the discovered subsurface conditions with respect to the proposed project number of hammer blows required to advance the split spoon sampler 12 inches. The Estimated Aquifer Parameters: Vertical Flow Rates We to be indicative The scopeof work and the agreement to perform a geotechnical exploration'is contingent upon and prepared estimated aquifer parameters for the tested locations. values have been empirically correlated with various soil properties and are indicative of the - consider the measured permeability rate of a KSM's April 26, 2024, proposal to Todd Maxwell. relative density of the soils. The 'N" values were obtained by means of an automatic hammer. ! saturated horizontal permeability. Experience and published references have indicated that 9. Prepared this report to document our findings. The following table presents relative densities of cohesionless/granular soils and their Factor of Safetv - KSM has not applied a factor of safety to the estimated aquifer parameters delineated within this report. The Engineer of Record is responsible for applying the appropriate unsaturated vertical permeability as used in some locally available groundwater models is typically 2/3 to 1/2 the saturated value. Site Description: corresponding ranges of SPT data. NCRS Surficial Soil Information: factor(s) of safety to the estimated aquifer parameters contained within this report for use in - e project site is located on the northwestern corner of Schumann Location & Phvsioaraohv The p 1 I SPT -N" IV Irate "'retation' "`'` their design. Flow Restrictive Stratum - Based on the results of our soil borings and laboratory testing, we e site was found to be At the time of drilling, the Drive and US Highway 1, in Sebastian, Florida. 9 f light surf ace flat structure: Vegetation on the site consisted mostly o g a USDA soils survey, NCRS indicates that the following USDA Based on KSM's review of the US y, units were identified within the limits of the project. - I Relative Density „ ; `-; > .„Automatic Hammer - In Field Testing, At the test location, a Usual Condition Test was performed in general encountered a stratum which we estimate exhibit restrictive flow rates relative to the overlying stratum, which is described below: fairly with an existing ground cover vegetation and many trees. soil mapping I Very Loose 0-3 conformance with the Florida Water Management District described procedures for the 'Usual L 4: Immokalee Fine Sand - The typical profile of this soil reportedly consists of layers of fine 6.7 feet. The seasonal high Loose 3-8 Open -Hole Test' method. • Deposits of gray slightly silty sand, encountered at a depth range from 11 to 20 feet below existing grade in borings PB-1 and PB-2 • n ra n s Project Description: sand that extend from the surface to a depth greater than ground Medium Dense 8 - 24 - •� T ��� g `- �_ °- T� sting`- Estimated Aquifer Parameters - ' water table is anticipated to be located at an approximate depth range of 0.5 to 1.5 feet below P � - n-F1eld of the Conceptual Ian sheet, which The following information is based, in part, on our review P p existing rode. exi g g Dense 24 - 40 Test Location Approximate Test Hydraulic Conductivity, Seasonal Groundwater Fluctuation -The following table delineates the observed groundwater surface depths, together with the estimated normal wet season and normal dry season water was provided to KSM by Schulke, Bittle & Stoddard, LLC, dated April 25, 2022. if this document P lease contact has been superseded, or if any changes have been made to this plan sheet, p Investigation: -Site Investigatio Very Dense >40 (See Location Plan) Depth'{ft} (CFS/SF- Ft Head) table depths (below existing grade) for the test location. This estimate is based upon our the NRCS KSM to submit the current plan sheets, so we can make any adjustments and revise this report, All testing was performed in general accordance with applicable ASTM Standards and/or P-1 5' 4.9 x 10-4 interpretation of existing site conditions and a review of USDA, Soil Survey. if and aspnecessary. Brief summaries of the developmental features shown on the plans are Subsurface Testing - KSM's site investigation program consisted of performing the following industry standards with a standard practice of care. P-2 5' 4.0 x 104 Water Table Observa ions described below. exploration operations and field tests: i :� , or run ounuon,f Groundwater Surface Deoths -Following the completion of each soil boring, the groundwater Laboratory Testino and Professional Judgement - Selected samples obtained from our site Depth (feet) Below Existing Grade Thepropposed development will consist of the construction of two (2) one-story commercial Two 2) Standard Penetration Test (SPT) borings, denoted as PB, terminated at an was allowed to attain an equilibrium level, and the approximate depth to the observed investigation were tested in our laboratory in general accordance with ASTM D2434, ASTM g ry Test Location Estimated Dry 1 , buildings, one (1) typical gas pump canopy, two (2) stormwater management areas, associated approximate depth of 20 feet below the existing ground surface, which were performed groundwater was measured from the existing ground surface. The measured depth was D1140-17 and ASTM C136. (See Location Plan) Observed Water Estimated Wet Season Water on -site pavement areas and two (2} turn lanes on Schumann Drive. The requested scope of p within the limits of the proposed dry ponds. recorded on the field log. The observed groundwater was measured at approximate depths Table Season Water Table ypFP Table our services at this time is limited to testing within the proposed dry ponds that are proposed ranging from 3.8 to 5.5 feet below existing grade. .,.r.� to be ins ailed in the southeastern and northwestern quadrants of the site. . Two (2) "Usual Open -Hale" Tests, denoted as P-1 and P-2, were performed at an P-1, PB-1 5.5' Below Grade 2.8' Below Grade 6.3' Below Grade approximate depth of 5 feet below existing grade adjacent to the SPT borings. The records of the soils encountered, the penetration resistances, and groundwater levels are P-2, PB 2 3.8' Below Grade 1.3' Below Grade 4.5' Below Grade documented on the attached boring logs. Page 1 of 6 a��1 ENGINEERING 0 Schumann Ddve US Highway i%1JAW AND TESTING N m Sebastian, Florida Se Project #. 2f 201858P Pr ' KSM o Hvdroloaic Soil Group (HSG) Classification and Estimated Fillable Porosity - The HSG classification was estimated based on our interpretation of the estimated aquifer parameters at o the time of our investigation and guidance provided by the USDA National Engineering p Handbook. KSM has estimated the fillable porosity of the soils above the estimated wet season J water table. o HSG and iAmafed Fillabie Porosi ' �5 LOcatlon l� HSG Fillable Porosity 1 I P-1� A 30% m P-2 A/D 30% _J O 1n Closure: 0 Z ¢ The estimated aquifer parameters are based, in part, on our understanding of published peer reviewed resources and our interpretations and evaluations of the site investigation and O o_ e lied in areds laboratory test results. If additional geotechnical parameters o r recomme ndat o s please contact our office. Upon request KSM will provide a scope and fee for any requested _J additional services. U z Standard of Care - This report has been prepared in accordance with generally accepted soil 0 and foundation engineering practices based on the results of the test borings and the assumed loading conditions. The procedural standards noted in this report are in reference to O methodology in general. In some cases, variations to methods were applied because of local LU judgement. No warranties, either expressed or implied, are intended (D N practice or professional or made. This report does not reflect any variations which may occur between the borings. If 0 N variations appear evident during the course of construction, it would be necessary to re- v evaluate the recommendations of this project. E+) O N Limitations - Environmental conditions, wetland delineation, karst activity, water quality, and municipal requirements are not a part of this report. a We arepleasedto have been of assistance to you in this phase of your project. When we may Qbe of further service to you or should you have any questions, please feel free to contact the Z office. J�\�C iLiAt IV Digitally\ GO•." %AGtENat •Dy'�: Respectfully, w `� Thshe, h'ssMe' 0e 11"Nfteed signed by Cody d in nWseatedMCodyClaseso4P.E.FLLit. No.91598 - _ 91598o "datestatedditettlytoMe C Clawson - Ur Z dBM,"Insadyhal de"+tuee. - - PdmedCopies ofthis documeetaretnt Date: "0 ' 4f Z %gyp '• tt, Q Cody C. Clawson, P.E. m^vdeted,l."ed."d ealed-dthe STATE of :' dg"awte n,vFt ne.edned P".oy 2024.05.30 '�F '•FCOR1Dp•''?� '',,Ss o Geotechnical Engineer elech--topla •••••• Z Florida'Lic. No. 91598 j :39:43-04'00' O v CCC/cv Email Lo: tm4615@gmail.com; jschulke@sbsengineers.com; adminl@sbsengineers.com 0 0 Page 6of6 n_ G0.V'1111' St:hLL Page 2 of 6 I J '-APPROXIMATE LOCATION OF SOIL TESTING PROJECT: 600 Schumann Drive & US Highway 1, Sebastian, Florida a t I1(. ENGINEER114G SHEET 1 OF 2 DESIGNEDYBY: C.C.C. PE�'aTA% I9 AVb AND TESTI IG PROJECTt 22018567 DATE: 20240508 SCALE: NOT TO SCALE Page 3 of 6 USDA SOILS SU11EY 4-Immolcatee fine s- rid PROJECT: 600 Schumann Drive & US Highway 1, Sebastian, Florida SHEET2 OF 2 4� _x DRAN•N BY: L.Y. PERNfT II: x DESIGNED HY PROJECT 0: 2201858-90115 SCALE: NOT TO A TEST IG DATE: TTOSCALE SCD Page 4of6 Page 5of6' KSM Engineering & Testing KSM Sebastian, FL 32978 Tel:(772)-589-0712 Fax:(772)-589-6469 CLIENT MX Properties. Inc. PROJECT NUMBER 2201858-o DATE STARTED 5/6/24 COMPLETED 5I8t24 DRILLING CONTRACTOR DRILLING METHOD SPT Automattc Hammer LOGGED BY NWOR CHECKEDBY CCC NOTES See Attached Location Plan U Q. MATERIAL DESCRIPTION O C) 0 Gray Sand with Traces of Roots Light Gray Sand 1 5 ? .}..; Brown Sand g� 10 Gray Slightly Silty Sand with Shell Fragments ry 1 20 4 4 Bottom of borehole at 20.0 feet. >t BORING NUMBER PBA PAGE 1 OF 1 PROJECT NAME 600 Schumann Drive & US Hiahwav 1 PROJECT LOCATION Sebastian, Fonda GROUND ELEVATION HOLE SIZE Inches GROUND WATER LEVELS: Q AT TIME OF DRILLING 5.5 R AT END OF DRILLING - AFTER DRILUNG - w ♦ SPT N VALUE tt i. 20 4n 60 Inc � m wo 3Z3 5 BO ZO �- PL t„1C U. Z U m z w }" 20 40 60 80 p FINES CONTENT (%) ❑ 20 40 60 80 . SS 2.2-3 - .. .. _ ... (5) SS 3-4.3 _ . _ ...._ _.................. a) SS _ .. _ .. ... .. .. .... .... ..:... (10) (10) SS 4-5-4 _ .. _ .. ... SS 3-2-2 _ .. _ ............. 1D-13-15 SS (28) ........_........ ...... - ..-. SS 14-13.15 (28) ......:.......:...... _............. SS 9-18) .... _ .. .. .... SS 15-13-10 (23) ....... .....:...... _............. ........ KSM Engineering & Testing KSM P.O. Box 78-1377 Sebastian, FL 32978 Tel: (772)-58M712 Fax:(772)-589-6469 CLIENT MX Prooerties. Inc. PROJECTNUMBER 2201858-o DATE STARTED 5/6/24 COMPLETED 5/6f24 DRILLING CONTRACTOR DRILLING METHOD SPT Automatic Hammer LOGGED BY NV/OR CHECKED BY CCC NOTES See Attached Location Plan U MATERIAL DESCRIPTION Ov J a Gray Sand Brown Sand 10 Gray Slightly Silly Sand with Shell Fragments i` _ 8 15 20 ,. LL Bottom of borehole at 20.0 feet. s 5 e 0 m 0 BORING NUMBER PB-2 PAGE 1 OF 1 PROJECT NAME 600 Schumann Drive & US Hiahwav 1 PROJECT LOCATION Sebastian. Florida GROUND ELEVATION HOLE SIZE Inches GROUND WATER LEVELS: Q AT TIME OF ORILUNG 3.8 R AT END OF ORILUNG --- AFTER DRILLING - W o 0. F r ♦ SPT N VALUE } ow WWI WO 3z? W5 20 40 60 80 2O t PL MC LL a 0'm 0> W UZ 0 20 40 60 80 ¢Z y Z [I FINES CONTENT (%) ❑ o a 20 40 60 80 SS 2-2-2 i .. .... (4) _ .. .. SS 2-2.3 _ .. ..... ........_ SS8.7-8 .. ..... ...._.............:... ..:.. 5-6-6 SS .. _ .. .,... (12) SS 3-2-2 .. .. .. .. ..... s to-10 .. .............. . ss z0 .. SS 9.10-,1 (21) .............:..............i....... SS 6-6A .....:........... SS3-4-4 (8) ............ i......i....;.i....... h Z � z 2 w w W w (0 0 0 o (n O Z p U O 0- W N U n - o -oas a Uso M O U O O o 0U OoLL U GE w w w a a a (L o_ Y q (w- N t>>o O Z N -�i J Q O m }' m o m o Z Z Y Lei LU :ZLLi I� U ((n 0 o: w wW qUi3m3aw Q:W gan \O0- f3ix3�,1W�MNZxzw3 WMinn 3�aso(� Z � O c U c C) z o lyr _J f� IL lin Q010 W w 0 CD Q O Z 2 0 LIJ ~ �(0> O 00 'T--� C d wQ W g F- r1_ US c� can _I n {�. N m_ W Z C0 LL W > Q N J j Q ti =48 N ram- ti U �W Co v i- I J OQ U � ^ VJ z 0 U V Z Q U W I- - ry F- O 00 W CL (j W ry Z Q 0 Z _J0C/) Uv�m �wZW w _I �C/)0 W i>>UWU 0m� SHEET T.. C-202 PROJECT NO. 22-031 J i 'I EROSION CONTROL NOTES 1. SEDIMENT BASINS AND TRAPS, PERIMETER DIKES, SEDIMENT BARRIERS AND OTHER MEASURES INTENDED TO BEST MANAGEMENT PRACTICES (BMPS) AND MEASURES THAT WILL BE Q o N TRAP SEDIMENT SHALL BE CONSTRUCTED AS A FIRST STEP IN ANY LAND DISTURBING ACTIVITY AND SHALL BE IMPLEMENTED AT THE CONSTRUCTION SITE AND TIME FRAMES IN WHIC THE O o 0 0 0 PARCEL ID' \ \ MADE FUNCTIONAL BEFORE UP -SLOPE LAND DISTURBANCE TAKES PLACE. CONTROLS WILL BE IMPLEMENTED: o 31391700000300000003.0 2. ALL SEDIMENT CONTROL MEASURES ARE TO BE ADJUSTED TO MEET FIELD CONDITIONS AT THE TIME OF THE CONTRACTOR WILL USE SILT FENCE, FILTER BARRIERS, AND OTHER P.O.C. BMPS. THE TIME FRAMES FOR CLEARING, EARTHWORK, AND ANTICIPATED ORB 2287, PG. 146) \ LEGEND ++ ++ CONSTRUCTION AND BE CONSTRUCTED PRIOR TO ANY GRADING OR DISTURBANCE OF EXISTING SURFACE BMP'S ARE m v� TOGETHER WITH \ \ MATERIAL ON BALANCE OF SITE. PERIMETER SEDIMENT BARRIERS SHALL BE CONSTRUCTED TO PREVENT z z z PORTION OF TRACT B SEDIMENT OR TRASH FROM FLOWING OR FLOATING ON TO ADJACENT PROPERTIES. CLEARING jN(O(j(C TEMP. DEBRIS uj 1.. INSTAALL�L �$�I�LTT FFEEN& AT PERIMETER OF SITE AND SILT BARRIERS AT 2 t� SET 5/8" IRC \ \ \ 3. PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO DENUDED AREAS WITHIN SEVEN (7) STOCKPILE AREA o z 0 0 p DAYS AFTER FINAL GRADE IS REACHED ON ANY PORTION OF THE SITE. TEMPORARY SOIL STABILIZATION SHALL DOWNSTREAM DITCHES/SWALES. LB 6905 2. CLEAR/GRUB AREA NECESSARY FOR TEMPORARY GRAVEL DRIVEWAY w n L) BE APPLIED WITHIN SEVEN (7) DAYS TO DENUDED AREAS THAT MAY NOT BE AT FINAL GRADE BUT WILL REMAIN AND ADJACENT SWALE. O o c' Q \ \ UNDISTURBED FOR LONGER THAN 30 DAYS. PERMANENT STABILIZATION SHALL BE APPLIED TO AREAS THAT ARE 3. CONSTRUCT TEMPORARY GRAVEL DRIVEWAY WITH SWALE. �v O o SET 5 B" IRC TO BE LEFT UNDISTURBED FOR MORE THAN ONE YEAR. 4. EXCAVATE RETENTION AREAS AND SWALES. STABILIZE AND SOD THESE M F y F '8 / e� "A 4. DURING CONSTRUCTION OF THE PROJECT, SOIL STOCK PILES SHALL BE STABILIZED, COVERED OR CONTAINED AREAS. THESE AREAS WILL BE DESIGNED AS TEMPORARY BASINS TO TEMP. DEMO _ °o 0 0 o LB 6905 $.Six WITH SEDIMENT TRAPPING MEASURES. THE CONTRACTOR IS RESPONSIBLE FOR THE TEMPORARY PROTECTION CAPTURE RUN-OFF DURING CONSTRUCTION AND CAN ALSO BE USED TO o w t, a v x \ \ HOLD WATER FOR ANY DE -WATERING ACTIVITIES. NOTE: THE AREAS ACCESS DRIVEWAY w l AND PERMANENT STABILIZATION OF ALL SOIL STOCKPILES ON SITE AS WELL AS SOIL INTENTIONALLY w w w w w S89.20 25"E 166.80 (P) S l WILL LIKELY NEED TO BE REGRADED PRIOR TO COMPLETION. (FACTOR a a a a o , „ , XOOS 9' d 111 \ 1 \ TRANSPORTED FROM THE PROJECT SITE. THIS INTO SCOPE AND CONSTRUCTION FEE.) j j j j j N. LINE OF PLAT -_a' 1 �9.5717 E 166.82 (BASIS OF BEARING)5. A PERMANENT VEGETATIVE COVER SHALL BE ESTABLISHED ON DENUDED AREAS NOT OTHERWISE 5. CLEAR BALANCE OF SITE (DEMOLISH STRUCTURES, PAVEMENT, W W � ` v:'' �� PERMANENTLY STABILIZED. UTILITIES AND DRAINAGE TO BE REMOVED). Ix OHE `+ �" t V"t -UHL - sr S UHL - __.. Grit _ OH t _ _ O OHE �--- CHE E OHE OHE �E 6. AFTER ANY SIGNIFICANT RAINFALL " OR GREATER SEDIMENT T 6. FILL SITE OHE OHE OHE OHE OHE OHE OHE x r )t� - (y2 ) CONTROL STRUCTURES WILL BE INSPECTED 7. CONTINUE SITE FILU GRADING. VIA TO BE DEMOLISHEDFOR INTEGRITY. ANY DAMAGED DEVICES SHALL BE CORRECTED IMMEDIATELY. 8. CONSTRUCT POSSIBLE. STORMWATER STRUCTURES AND DRAINAGE PIPING, Q "' `' �- ' r 7. CONCENTRATED RUNOFF SHALL NOT FLOW DOWN CUT OR FILL SLOPES UNLESS CONTAINED WITHIN AN WHERE POSSIBLE. � ul� \ •� ADEQUATE TEMPORARY OR PERMANENT CHANNEL, FLUME, SLOPE DRAIN STRUCTURE OR APPROVED CONTROL. 9. MAINTAIN DOWNSTREAM SILT BARRIERS AND PERIMETER SILT FENCE, 8. SEDIMENT WILL BE PREVENTED FROM ENTERING ANY STORM WATER SYSTEM, DITCH OR CHANNEL. ALL STORM DURING CONSTRUCTION. WATER INLETS THAT ARE MADE OPERABLE DURING CONSTRUCTION SHALL BE PROTECTED SO THAT 10. INCORPORATE ADDITIONAL BMP'S WHEN NEEDED DURING THE COURSE 4' SEDIMENT -LADEN WATER CANNOT ENTER THE CONVEYANCE SYSTEM WITHOUT FIRST BEING FILTERED OR OF CONSTRUCTION. O C4 \qi^ D 12' \ -POLLYWADDLE/SILT FENCE/ FILTER SACKS AS INLETS AND PIPESiRE SILT FENCE M \ �� OTHERWISE TREATED TO REMOVE SEDIMENT. INSTALLED. 0 Ik 2- 9. WHEN WORK IN A LIVE WATERCOURSE IS PERFORMED, PRECAUTIONS SHALL BE TAKEN TO MINIMIZE -PROVIDE STOCKPILE PROTECTION, CONCRETE/ STUCCO WASH AREAS, II ey \ 12" \ ' ENCROACHMENT, CONTROL SEDIMENT TRANSPORT AND STABILIZE THE WORK AREA TO THE GREATEST EXTENT AND OTHER BMP S WHEN NECESSARY TO CONTAIN PROPOSED WORK. � U Toy P. 0. B. \ \ ��$iA ,z L 10"10* \� POSSIBLE DURING conlsTRucT1oN. TREE PROTECTION � � � O "TOGETHER WITH �� $� c� �� / 10. PERIODIC INSPECTION AND MAINTENANCE OF ALL SEDIMENT CONTROL STRUCTURES MUST BE PROVIDED TO TEMPORARY AND PERMANENT STABILIZATION PRACTICES: O O PORTION OF TRACT' $ \ Ye' ' ENSURE INTENDED PURPOSE IS ACCOMPLISHED. THE DEVELOPER, OWNER AND/OR CONTRACTOR SHALL -TEMP. SLIT FENCES/FLOATING TURBIDITY BARRIERS PER PLAN. BARRIER Z `' I FILTER FABRIC SHALL BE PLACED UNDER THE ROCK GRAVEL DRIVEWA , AT - Z 2 BE CONTINUALLY RESPONSIBLE FOR ALL SEDIMENT CONTROLS. SEDIMENT CONTROL MEASURES SHALL BE IN ALL SWALE OUTFALLS, AND RETENTION POND OUTFALLS. 3 U J \ '� WORKING CONDITION AT THE END OF EACH WORKING DAY. -PERM. SEEDED/MULCHED,SOD. CONTROLLED GRADING AND DRAINAGE TO Q W Q TOES°' L=95.43' \ 3y Xe / / 11. WHERE CONSTRUCTION VEHICLE ACCESS ROUTES INTERSECT PAVED PUBLIC ROADS,PROVISIONS SHALL BE DETENTION BASINS. O O O U O M1 � A=52'04'28" '� \ xa° / / MADE TO MINIMIZE THE TRANSPORT OF SEDIMENT BY TRACKING ONTO THE PAVED SURFACE. WHERE SEDIMENT -STABILIZE ALL DE-NUDED AREAS IF LEFT UNDISTURBED FOR MORE THAN 7 c w pa Ti y" / / . �y pO DAYS - USE RYE GRASS PER MANUFACTURER'S APPLICATION RATES, AND ¢ R=105.00' \ xa / / \ 60• IS TRANSPORTED ONTO A PUBLIC ROAD SURFACE, THE ROAD SHALL BE CLEANED THOROUGHLY AT THE END OF MULCHED WITH STRAW AT 4000 LB PER ACRE. E ^� CHB=NO'08'15"E 'r x / / QAO EACH DAY. SEDIMENT SHALL BE REMOVED FROM THE ROADS BY SHOVELING OR SWEEPING AND TRANSPORTED w w CHL=92.18' \ ye 4 /, / / '� TO A SEDIMENT CONTROL DISPOSAL AREA. STREET WASHING SHALL BE ALLOWED ONLY AFTER SEDIMENT IS STRUCTURAL CONTROLS TO BE IMPLEMENTED TO DIVERT STORMWATER w 3 0 1• REMOVED IN THIS MANNER. THIS PROVISION SHALL APPLY TO INDIVIDUAL SUBDIVISION LOTS AS WELL AS TO FLOW FROM RECEIVING WATERS: - �' ROMP; 7s3 fj0 �0 / -TEMP. GRAVEL ENTRANCE ROAD, GRADED TO DRAIN TO A TEMPORARY TREE LEGEND LARGER LAND ACTIVITIES. o� xt- \ q9 F / a0 12. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN 36 DAYS AFTER TEMP. DRAINSEDIMENT S TOALE R R RETENTION AREA c F_ 66 =jgo g PORTION OF TRACT B / 05 "F, lQ% / \ \ FINAL SITE STABILIZATION OR AFTER THE TEMPORARY MEASURES ARE NO LONGER NEEDED. S 0 RETENTION PONDS r \ A 6� jO �. TEMP. BERMS AT PROJECT PERIMETER -PER PLAN. �9>s�@o��9�1 181 S XOpA \ Q. / 6��j / p0� / / 600� 13. PROPERTIES AND WATERWAYS DOWNSTREAM FROM CONSTRUCTION SITES SHALL BE PROTECTED FROM -INLETS/OUTLETS WILL BE PROTECTED WITH FILTER FABRIC. • -OAK TO REMAIN (8 TREES) �wg z w� SEDIMENT DEPOSITION AND EROSION. -SILT FENCE SHALL BE PLACED AROUND THE ENTIRE PERIMETER OF + $�G / i / < / 14 102 AND 103EROSION QOF F DLO.T ROADWAYDESIGN AND OAND TRAFFIQN SHALL FOLLOW THE C DESIGN STANDARDS INQUIREMENTS IN INDEX ADDITIONTO THESE PLANS. AREAS. 101, DISTURBED AREAS. \ J �� \ `S I �S l" / \ -A DOUBLE ROW OF SILT FENCE WILL BE PROVIDED AROUND ALL STOCK PILE ` SET 6/8" IRC v' �" / �, / t uN / 15. CONTRACTOR IS RESPONSIBLE FOR ALL SURFACE WATER DISCHARGES, RAINFALL RUN-OFF OR DEWATERING AREAS. REMAINDER OF LB 6905 _ VA / / S\p���/ °� \ ACTIVITIES. PERMANENTSTORMWATERMANAGEMENTCONTROLSSUCHAS,DETENTION X -OAK TO REMOVE (12 TREES) TRACT B \ ' F9SFil j _T. 6/8" IRC p �\ / / PV / --< %� I& CONTRACTOR MUST INCORPORATE ALL BMP'S NECESSARY TO MEET OR EXCEED STATE WATER QUALITY OR RETENTION SYSTEMS OR VEGETATED SWALES. SEBASTIAN HIGHLANDS FN `� ON / ." \ • \ \ REQUIREMENTS. -DRY RETENTION SYSTEMS INCORPORATED AS PERMANENT BMP FOR WATEF ' 07 T LB 6428 /� '�, I5 \ / / o- t� UNIT 07 , 9�° '°FR p \ J r- \ / / P�/ 9 X �X ?� O, ,� 17. POLLUTION PREVENTION PLAN IS A MINIMUM GUIDELINE ONLY. ADDITIONAL BMP'S MAYBE NECESSARY AT OUALITY CONTROL. V IZ� (PB 6, PG. 6) (qT .^ \ \ / PGE / xa` 0 6 �y CONTRACTOR'S EXPENSE. NOI TO BE POSTED ON SITE. DESCRIBE IN DETAIL CONTROLS FOR THE FOLLOWING POTENTIAL _ O O / / 00 FtP\� / Xs• Y(y I 18. NO TURBID DISCHARGE, TURBIDITY READINGS ARE REQUIRED ONCE A WEEK AND MUST BE REPORTED TO THE OAK TO RELOCATE (0 U \ � ,. 50• V A/C CONCRETE \ C> a\ \ POLLUTANTS: i O7 e1 „ ,q T D s �: TREES) 04 Cn $ �' / a� 1 6 / (40 PROJECT ENGINEER. ,1yNlE 1+ r��A W O 1. 28 / �� 05 A9 0 lQ j / �G� PAD / pM1 19. DEWATERING ACTIVITIES: -0 TE W StKILL BE CONTAINERIZED. I ' M �- N6 \ / 6N rL�j / 3I$ Xar� / \ �'� ' •� \ A. DISCHARGE MUST NOT EXCEED STATE WATER QUALITY STANDARDS. CONCRETE/ STUCCO WASH AREA SHALL BE PROVIDED. J N w " - / O 94 ' \ 6� . n'C g+ �� "� B. CONTRACTOR MUST HAVE OR OBTAIN A TRANSFERABLE SJRWMD CONSUMPTIVE -STOCKPILE AREAS SHALL BE PROTECTED WITH SILT FENCE AND STABILIZED Q LESS AND EXCEPT ,. `� -, O N6 24J' \ \ / . USE PERMIT KNOWN AS A SEEDED IF LEFT UNATTENDED FOR MORE THAN 7 DAYS. J - POR'.'ION OF LOT 8/BLOCK 406 �" / o/ ~ 9aG223 W �� �` / a `�` \ "NOTICED GENERAL PERMIT FOR SHORT TERM CONSTRUCTION DE -WATERING". UNLESS DEWATERING ,,,OOopp���. <v ^ W ) \ t' / + ,ol EQUIPMENT Io. / / �a' t1tJ �+'\ �_ -1 ACTIVITIES WILL RESULT IN LESS THAN 300,000 GPD FOR 30 DAYS OR LESS. OFFSITE VEHICLE TRACKING: - CABBAGE PALM TO REMAIN Q Q O a) �% 6 !�$, %j• `� SET 5/8" II2C Xeee x CONCRETE PAD a / �' �� C. NO HYDRAULIC PUMPS MAY BE USED FOR DEWATERING UNLESS APPROVED BY THE WATER MANAGEMENT PROVIDE HARD SURFACE AT TEMP. DRIVEWAY (ROCKIGRAVEL DRIVEWAY). Z 0) � °j / 10, �. 6 LB 6905 / �O.\ \ r \ DISTRICT FOR THAT AREA. DEWATERING EXISTING STORMWATER RETENTION AREAS (PONDS/LAKES) MAY -REGULAR MAINTENANCE OF ADJACENT ROAD RIGHT OF WAY, INCLUDING (19 TREES) N W J a� o� >°ry DRq/hqC \ e'o c� / > �^ \ BE EXEMPT FROM THIS CONDITION. CONTRACTOR TO CONFIRM WITH SJRWMD. STREET SWEEPING, 8 RUT REPAIR IN NON -PAVED AREAS. LL Z LL cn P.O.B. / pQ f fgs£M - x� C / N D. NO TURBID DISCHARGE. TURBIDITY READINGS ARE REQUIRED ONCE A WEEK AND MUST BE REPORTED TO APPLICATION RATES OF ALL FERTILIZERS: HERBICIDES AND PESTICIDES: - CABBAGE PALM TO REMOVE119. "LESS AND EXCEPT" / 2� / DEMO/DEBRIS fhT `� e•a 5c� / p 2�o THE PROJECT ENGINEER AND TO CITY OF SEBASTIAN. Q 3 O �f � F,P / O p • -' ` \ NONE PROPOSED. � y,- PORfION OF LOT 8/BLOCK 406 / / crD� TEMP STOC PILE x O / * 50 ry ye u'�S` E. IF DEWATERING IS NECESSARY, THE CONTRACTOR SHALL OBTAIN A CITY OF SEBASTIAN DEWATERING 9(3 TREES) ' L) C p �S / O \\N 'Jha' °> >�• v' `.I PERMIT. FD. 58" IRC / / ^�� , O� �O xs' / / O.+ / 6�05 / Zz8 / 6' \ 20, SEE ADDITIONAL DETAILS, SPECIFICATIONS AND REQUIREMENTS ON SHEET C-301. STORAGE.(� P ,C T Q GENERATION AND MIGRATION OF ALL TOXIC W W =I j ` p ` (� POSED. LB 6426 / / eM1 e� / /' r �`L� / �' \ ARCHAEOLOGICAL: SUBSTANG�ES: N�NEPRa co Cb h`V '� 'CVO V� xs. X / / \ \ / / N6 / x,��` �' 5� IF PREHISTORIC OR HISTORIC ARTIFACTS, SUCH AS POTTERY OR CERAMICS, STONE TOOLS, OR Q ---` 1•q2 DESCRIPTION OF THE MAINTENANCE PLAN FOR ALL STRUCTURAL AND cq`V UIt6NG/ p . METAL IMPLEMENTS, OR ANY OTHER PHYSICAL REMAINS THAT COULD BE ASSOCIATED WITH THE NON-STRUCTURAL CONTROLS, LL W 30L aria .�� / / \ VEMENT p6 <" % NATIVE AMERICAN CULTURES, OR EARLY COLONIAL OR AMERICAN SETTLEMENT ARE -CONTRACTOR SHALL HAVE SWPPP COMPONENTS INSPECTED BY FDEP CABBAGE PALM TO Z W '`" 30L / e v4Y / W -V \ s x \ \ ENCOUNTERED AT ANY TIME WITHIN THE PROJECT SITE AREA, THE PERMITTED PROJECT SHOULD CERTIFIED INSPECTORINSPECTION MAINTAIN ALL CONTROLS DAILY, AND HAVE RELOCATE 21 TREES > "'----y301 ' , / =N �.� , / x ,emly. BE EMO'D G`� / �x � fit" CEASE ALL ACTIVITIES INVOLVING SUBSURFACE DISTURBANCE IN THE IMMEDIATE VICINITY OF SUCH of EKLY SWPPP INSPECTION REPORTS PREPARED, AND WITHIN 24 HOURS ( ) � (15 OFF -SITE) 0) DISCOVERIES. THE PERMITEE, OR OTHER DESIGNEE, SHOULD CONTACT THE FLORIDA DEPARTMENT THE END OF ANY RAINFALL EVENT THAT ISY" OR GREATER. O 1� -ENGINEER SHALL INSPECT PERIODICALLY. (6 ONSITE) } 04 . \ \ \ \ OF STATE, DIVISION OF HISTORICAL RESOURCES, REVIEW AND COMPLIANCE SECTION AT 850 , , DOUBLE ROW A:;° �ry \ i r / / / 1� 1 , ° ? �.a� Sip I 245-6333 OR (800) 847-7278, AS WELL AS THE APPROPRIATE PERMITTING AGENCY OFFICE. PROJECT A STc PLAN MUST BE DEVELOPED AND MUST CONTAIN, AT MINIMUM, THE W O N 115% - X',o" _ - / - SILT FENCE .�`�'/,�y"� \ o� Q' / 9•Q, / - / \ o ••, G \ ACTIVITIES SHOULD NOT RESUME WITHOUT VERBAL AND/OR WRITTEN AUTHORIZATION FROM THE . FOLLOWING INFORMATION: - W F- n _ �rX SET 5 B IRC / •O� d> \ / 5 " / / p 1. DRAINAGE PATTERNS,- SEE SURVEY, EXISTING CONDITIONS PLAN r +,;•, �" / " �, �0 �, // y DIVISION OF HISTORICAL RESOURCES. IN THE EVENT THAT UNMARKED HUMAN REMAINS ARE w l I .� \ \ / 6 �0 / ,, / AND DRAINAGE PLAN, SHEETS C-200, C-300, C-500 TO C-503. L' �V.4 �1 y� L=2g p2' Ill 6905 /�"� \ � J p �� / e Q \ ENCOUNTERED DURING PERMITTED ACTIVITIES, ALL WORK SHALL STOP IMMEDIATELY AND THE 2. APPROXIMATE SLOPES AFTER MAJOR GRADING ACTIVITIES -SEE - PINE TREE Z Cn �y �11rp e-410'23" / r i ^ X T �zq� ��+ °7 �Z� `.� 1J, PROPER AUTHORITIES NOTIFIED IN ACCORDANCE WITH SECTION 872.05, FLORIDA STATUTES. 3. SHEETS of 50o L DISTURBANCE, -SEE SHEETS C-200• C-500 AND THIS - ti 4��-•y x R=384.73' B• / \ $ ' \�'�a / 6' W00 O�, `'' / a3p SHEET. �' W `S U1J,�" , '2aa CHB=N 5`W x1�3� \ o X,�� FENCE °. \ \ \ NOTES: 4. OUTLINE ALL AREAS THAT ARE NOT TO BE DISTURBED -THIS SHEET. i rib CHB=N62.26' D) "•u bqx ` , �� ' x - s 1. THIS PLAN (SHEETS C-300 8� C-301), COPY OF FDEP NOI (STATE OF FLORIDA GENERIC PERMIT FOR 5. LOCATION OF ALL MAJOR STRUCTURAL AND NON-STRUCTURAL - PINE TREE TO REMOVE Z J W y� /�► CHL=28.01' / LOT /BLOCK 4o6 \ \ , " 12 ,r A SILT FENCE CONTROLS, -THIS SHEET, M CO m '01 / SEBASTIAN HIGHLANDS \ \ e �� 6 1yry +o df % o \ STORMWATER DISCHARGE FROM LARGE AND SMALL CONSTRUCTION ACTIVITIES) AND ALL 6. THE LOCATION OF EXPECTED STABILIZATION PRACTICES, -THIS (1 TREES) 00 Z 0s / UNIT 07 �0 X` /� q�M1y ` gyj REQUIRED INSPECTION REPORTS, TESTS, AND ALL OTHER DOCUMENTATION SHALL BE KEPT AT THE SHEET. • +Li,c / (PB 6, PG. 8 3X X GY' / X PROJECT SITE.. 7, LOCATIONS WHERE STORMWATER MAY DISCHARGE TO A SURFACE L,L �! ) � �� : CONCRETE / �' � WATER OR MS4. SEE SHEET C-500 AND THIS SHEET. (y 9 / o a � =''x � qN �9" � / � �' 'S I WALL ,,.� -!' �. , , ; '"',/' °` ' "M1 NO +� \ 2. THE FOLLOWING CERTIFICATION SHALL BE COMPLETED BY ALL CONTRACTORS/SUB-CONTRACTORS W Q N 1y • lA y� 0;� RESPONSIBLE_ FOR ANY PORTION OF THE IMPLEMENTATION OF THE S.W.P.P.P. CERTIFICATION: DESCRIBE THE NATURE OF THE CONSTRUCTION ACTIVITY: CD \ / B.Da 9• /n 14j0' / i y` p,Og LAND CLEARING, FILLING AND CONSTRUCT INFRASTRUCTURE/BUILDINGS -TREE PROTECTION BARRIER 00 °,, �9 Ql q4' G��Ffo • \ \ " I CERTIFY UNDER THE PENALTY OF LAW THAT I UNDERSTAND AND SHALL COMPLY WITH, THE FOR y30 J,° / 6q 05 0"� l / e� ..• g h� . pJ f',% . q EXCAVATE / CONST PORTION OF TERMS AND CONDITIONS OF THE STATE OF FLORIDA GENERIC PERMIT FOR STORMWATER A COMMERCIAL DEVELOPMENT. J j Q p DISCHARGE FROM LARGE AND SMALL CONSTRUCTION ACTIVITIES AND THIS STORMWATER J - / l+� /'r- \ DRY RETENTION FACILITY TO DESCRIBE THE INTENDED SEQUENCE OF MAJOR SOIL DISTURBING �o L=96.31' 6� A' .�' .� P �-' ` � POLLUTION PREVENTION PLAN PREPARED THEREUNDER;' � � "�� a= '20'32` ,• 9 0' / x`� f� CAPTURE RUN-OFF DURING DEMO/ ACTIVITIES: = Z N J / r' / ! 1. SITE PREPARATION AND STABILIZE CONSTRUCTION ENTRANCE. R= 73' ` ' / A; 9� "' j 'J S� ��j• \ EARTHWORK OPERATIONS 2. INSTALL SILT FENCE AROUND PERIMETER OF SITE. INSTALL r rd'd 1 , - 11.8°1• CHB=N52'28'S7 c \ f ' - ` ` GENERAL NOTES: - TURBIDITY BARRIERS AT ALL OUTFALL LOCATIONS. CLEAR LAND, ~ zosx , y �o. , �(0 FL` -ASPHALT , 1. THE LOCATION OF EXISTING UTILITIES SHOWN ARE APPROXIMATE ONLY; THE EXACT DEMOLISH EXISTING. V J J \ +• CHL=96.05' . 1 s • . O ~ a1 \P!`� Al �' LOCATION SHALL BE DETERMINED BY THE CONTRACTOR DURING CONSTRUCTION. 3. RELOCATE TREES -PROVIDE TREE PRorecnoN BARRIERS. ` W �M1" ', 5/8` IRC o4 'o•9a x ! O o°y \ RELOCATION OF UTILITIES SHALL BE COORDINATED WITH UTILITY COMPANIES AFTER 4. CLEAR LAND, DEMO BUILDINGS, PAVEMENT AND UNDERGROUND V I- x� Fps X a LB 6905`i� -", INFRASTRUCTURE, E pq SIGN ST IDENTIFICATION OF CONFLICT BY CONTRACTOR. CONTRACTOR SHALL NOTIFY ENGINEER IN 5. FILL DITCHES. �09� xog" �OP. P` X9�9 a N 6. GRADE SWALES AND RETENTION AREAS. ADVANCE BEFORE ANY RELOCATION ,�0°x O� // 0\�, ;Y x`a�3 2. THE UTILITY COMPANIES SHALL BE NOTIFIED BY THE CONTRACTOR 48 HOURS IN ADVANCE OF TOTAL AREA OF THE SITE: 1.96t ACRES - 0.75 x G • $ ANY EXCAVATION INVOLVING THEIR UTILITIES SO THAT COMPANY REPRESENTATIVES CAN BE TOTAL AREA OF THE SITE TO BE DISTURBED THIS PHASE: 1.96t ACRES x # Dc� �.°` v` e x PRESENT. Z P /g x 8, y EXISTING DATA DESCRIBING THE SOIL OR OUALITY OF ANY STORMWATER a x9 3. PRIOR TO COMMENCEMENT OF ANY EXCAVATION, THE CONTRACTOR SHALL COMPLY WITH DISCHARGE: X ` \ „�4+ s• / d' 8" �C s, ad ® FLORIDA STATUTE 553.851 FOR THE PROTECTION OF UNDERGROUND GAS PIPELINES. SEE SOIL BORINGS BY OTHERS. No DISCHARGE FROM DISTURBED AREAS Is O 4029 b a� 4. THE CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION OF ALL UTILITIES TO REMAIN IN ANTICIPATED. I - Z yeM1 M1d' T A a�` PLACE. DRAINAGE AREA SIZE FOR EACH DISCHARGE POINT: 1.96t ACRES - SE a `sC1�%TXIQ1s O X ° 6� ,.'' AS S X ,a INV. a-= 6.W 5. THE CONTRACTOR SHALL CALL SUNSHINE (1-800-432-4770) FOR FIELD LOCATIONS 48 HOURS CORNER OF SITE J J Qs0 /t T 07 x4� I15 L=41.92' BEFORE DIGGING NEAR UNDERGROUND UTILITIES. LATITUDE AND LONGITUDE OF EACH DISCHARGE POINT RECEIVING WATER O 0 , / o° y $�. 6, PG. 6) e'�'� Q �96*05.03" 0" 6. KNOWN UTILITIES: OR MS4 FOR EACH DISCHARGE POINT: N/A 1b 9.48 x yy X° . 1- 1/ `� � \ R=25.00' X°' AT&T (772) 460-4443 ( Z . 11.5 /ttf CHB-N22*08'21"E COMCAST CABLE (772) 567-3444 O FD. 5 W IRC \ CHL-37.18' xo!A IRCDUS (772) 226-1845 \'`r„1l• � X°' ``^-,.z�;4,��...� • 4029 xa•� FPL (772) 462-0555 �1.1 °�' �```"�^=• o"T o /a I \ 7. THE ELEVATIONS SHOWN HEREON ARE BASED ON THE NORTH AMERICAN VERTICAL DATUM Z lo-vx j\ �a�%° v�y L=293.20' �b 3' ®.°X ® °Oa �s (NAVD) OF 1988. Q w "�•�.=64'28'48" x `9 j4 0' asD ° FLOOD ZONE - Lu \ MO•. xs� a78-A- °es 0 THE PARCEL OF LAND SHOWN HEREON APPEARS TO BE IN FLOOD ZONE LLI �CONST. /DEMO `"""". CHB=S77.34'43"E � 9, ADDITIONAL � , ACCES DRIVEWAY o¢1.�`\ 4a� 6e CHL=277.97' qlo SILT FENCE a a'a " 'O(" PER FLOOD INSURANCE RATE MAP #12061C0112 J, DATED 1/26/2023 X` 10.20 o x •'TEMP. CONSTRUCTION` ° aM1 o TRASH CONTAINER •°� „� Q o.o o� �+eE: ' 9,, PLAN PREPARATION: xo. dk01AN oo '�a_ . _ , •�- " "G" 1. THIS PLAN ORIGINALLY PREPARED BY THE OWNER'S ENGINEER. THIS PLAN WILL BE MADE AVAILABLE TO CONTRACTOR TO EDIT, CHANGE, (n ,q X98y . EL- 6 5a' MODIFY, AS IT DEEMS NECESSARY FOR COMPLIANCE WITH FDEP REGULATIONS, PERMIT CONDITIONS, AND AS REQUIRED FOR CONTRACTOR TO o� x 4 / �' SIGN THE CERTIFICATION BELOW. �$x� Xo�p ass 2. THE FOLLOWING CERTIFICATION SHALL BE SIGNED BY THE ENTITY (CONTRACTOR) RESPONSIBLE FOR SWPP PLAN IMPLEMENTATION: Z Q Z �qOy Xo ' e.48 "I CERTIFY UNDER PENALTY OF LAW THAT THIS DOCUMENT AND ALL ATTACHMENTS WERE PREPARED .UNDER MY DIRECTION OR SUPERVISION IN Zrn Q X X1p \ ACCORDANCE WITH A SYSTEM DESIGNED TO ASSURE THAT QUALIFIED PERSONNEL PROPERLY GATHERED AND EVALUATED THE INFORMATION Q VJ N SUBMITTED. BASED ON MY INQUIRY OF THE PERSON OR PERSONS WHO MANAGE THE SYSTEM, OR THOSE PERSONS DIRECTLY RESPONSIBLE FOR GATHERING THE INFORMATION, THE INFORMATION SUBMITTED IS, TO THE BEST OF MY KNOWLEDGE AND BELIEF TRUE, ACCURATE, AND COMPLETE. 1 J 0 a'/1 X,o X%:0 AM AWARE THAT THERE ARE SIGNIFICANT PENALTIES FOR SUBMITTING FALSE INFORMATION, INCLUDING THE POSSIBILITY OF FINE AND 9SM1 IMPRISONMENT FOR KNOWING VIOLATIONS." _ J M \ BY: DATE: V LJJ SIGNATURE VJ SEWyy��PPRP��PP jj�� J Q UJ RESPgNS1BILITY OF WORK/ NAME CONTRACTOR OR NAME/SIGNATURE DATE _I LL TITLE SUB CONTRACTOR TO CERTIFICATION 0 & TIE ROPE N N U� 0 20'+_ FOLDS FOR FLOTATION ¢o Cl) o I 6' POST OPTIONS: U �, I I COMPACT STORAGE MASALL SEAMS HEAT SEALED - ._ - FLAGGED RIBBON o 0 0 0 0 I MAX. WOOD 2-1/2" MIN. DIA. Sod BARRIER 2 ROWS w � I / c7 ECONOMY FABRICS f CONTINUOUS AROUND N rn N `n I WOOD 2"X4" OPTIONAL POST > PRINCIPLE POST TYPE 1. DOT FOR WATERS WITH LOW I 1 F F �I z OAK 1-1/2"X1-1/2" POSITIONS SILT FLOW . POSITION (CANTED 20° I -r �� Silt Barrier CURRENTS (NO MORE THAN ONE FOOT o w I / AVAILABLE z z w T- �I - f a Dc w 18 OZ. 300 LBAN. MW z I N STEEL 1.33 LBS./FT. MIN. TOWARD FLOW) /// - - -h - - PER SECOND) AND LIGHT WINDS: LAKES, w o z 1 _ I /� io y L PONDS, SMALL STREAMS, MARSHES. p v fl i / STANDARD THE PR 7E I"GH E o Z o 0 o I 1 \� 50' Max. 50' Max. FLEXIBLE TOP FLOTATION SECTION WITH NYLON ¢ ~ BARRICADE OF SHALL REMAIN Z w N ., Z, FILTER FABRIC (IN FILTER FABRIC I o o N 00 . " � FREE OF ALL BUILDING ENCAPSULATED EPS FOAM FLOTATION Y CHAIN EXISTING TREE MATERIALS, DIRT, DR c0 0 0 o CONFORMANCE WITH /// /// REINFORCED VINYL r LAGS (6"X6 iC4') r TRUNK DIAMETER OTHER CONSTRUCTION AN •MIN DISTANCE SEE NOTE U m ELEVATION SEC. 985 F.D.o.T. SECTION jj� - - - VARIES DEBRIS, VEHICLES AND BELOW 'E' Ly � I- � SPEC.) 1 �,. TYPE I TOP LOAD LINE %s' + DEv£EiorMewr AcnanEs C 9 o IL 0 IL 1 0 0 0 0 of VINYL COATED a a LU W W - - STRESS PLATE (TO REMOVEa. NOTES: SIT ENCE TO BE PAID FOR UNDER THE CONTRACT UNIT PRICE F OR STAKED SILT FENCE (L.F.) Sod Ditch Bottom Inlet CABLE w w w L - -- F Median Ditch WATER SEAL PRESSURE FROM FLOATS) FLOTATION w TYPE III SILT FENCE - - - TYPE 2. DOT FOR HIGHER CURRENT ( 1 Silt Barrier PVC SLOT -CONNECTOR FOLDS EVERY 6' - - WATERS (UP TO FIVE FEET PER SECOND): CJ 50' Max- 50' Max. O - r' r STRESS BAND � Ditch I _ AND TIDAL AREAS. INCLUDES AN = z NOTE: SPACING FOR TYPE III FENCE � �- DEEPER LAKES, STREAMS, INTERCOASTAL o � i � � STRESS PLATE � Cross Dram -� � w TO BE IN ACCORDANCE WITH CHART I, I ENCAPSULATED STEEL LOAD CABLE W o z / `t 1 OF 3 AND DITCH 1 -•► ALONG TOP OF BARRIER AND 8"X8"X4' C3 L) O %e' CHAIN BALLAST 6• _ LN SHEET2X2D 4 LINO.CE, OR AT INSTALLATIONS AT DRAINAGE �^'= � FLOTATION LOGS. WEAR STRESS POINTS ¢ ~ I `� AND LOAD LINE '>� EDGE TREE DRIP ING/ OR AT j EDGE OF EX/SnNG/PROPOSED STRUCTURES SHEET 2 OF 3 f 50' Max. 50' Max. ARE REINFORCED WITH SHIELDS. `_ PAVEMENT (As REouIRED) o -Endwall I Silt Barrier GALVANIZED #24 100' STANDARD LENGTH PLAN VIEW � tL � � - TYPE III SILT FENCE Sod - - SAFETY HOOK PE 11 � � z o �- - - - - - -� 18 (OR 22) OZ. VINYL PROTECTION AROUND DITCH COATED NYLON NOTES: TREE PROTECTION o W O - BOTTOM INLETS (A) ALL TREES .RETAINED ON A SITE SHALL BE PROTECTIVELY 3 v � W Limits Of Construction I Limits Of Construction STRESS BAND _ BARRICADED BEFORE AND DURING CONSTRUCTION ACTIVITIES. 0 0 0 cZi o DITCH INSTALLATIONS EXISTING TREE (B) UNDERGROUND UTILITY LINES SHALL BE ROUTED AROUND DO NOT DEPLOY IN A MANNER THAT SILT FENCES WILL ACT AS A DAM ACROSS PERMANENT FLOWING WATERCOURSES. SILT FENCES ARE 22 OZ. NYLON PVC SLOT -CONNECTOR TRUNK DIAMETER EXISTING TREES TO THE OUTSIDE OF THE DRIPLINE WHERE ABLE. o W AT DRAINAGE STRUCTURES TO BE USED AT UPLAND LOCATIONS AND TURBIDITY BARRIERS USED AT PERMANENT BODIES OF WATER. REINFORCED VINYL �\ VARIES 6' - 2x2'S 4' Q.C. PLACED C INSTALLATION OF FENCES AND WALLS SHALL TAKE INTO z O� r A,, � b FLOATATION �,:- ,.. -: -, . O iL Z pA T TREE DRIP LINE, OR AT Mpg 2 0 _ -,11 � JL CONSIDERATION THE ROOT SYSTEMS OF EXISTING TREES. �aW $ ��20 SILT FENCE APPLICATIONS-N.T.S. � 0 w_ _ STRESS PLATE MASONS STRING W EDGE of ExrsnNG/PROPOSED W > TYPE 3. DOT IS SIMILAR TO TYPE 2. DOT _ w o z i - FLAGGED . RIBBON / PAVEMENT (AS REQUIRED) (D) FENCES BARRICADE SHALL BE INSTALLED AT PERIMETER d ams z AR S t �- ENC RR EXCEPT THAT POLYPROPYLENE FILTER pv _} - CONTINUOUS AROUND OF ALL TREES OR GROUP OF TREES TO BE PRESERVED. FENCE ��go 0 g NOTES:- EXTRA STRENGTH FILTER STEEL OR FABRIC IS PERMANENTLY INSERTED INTO ¢ BARRIER 2 ROWS - - � - � - - - , �- SHALL BE MAINTAINED DURING CONSTRUCTION. o o� �', � 1. SILT FENCE SMALL BE PLACED \ LAP LINK F -2 FABRIC NEEDED WITHOUT WIRE WOOD POST THE BARRIER SKIRT TO MEET SOME I (E) BARRICADES SHALL BE ERECTED AT A MINIMUM DISTANCE 0„� �os gw ON SLOPE CONTOURS TO MESH SUPPORT STATE'S SPECIFICATIONS. %e" VINYL COATING CABLE V1 " CHAIN To FROM THE BASE OF THE TREES TO BE PRESERVED ACCORDING w Yw W � cZ-S-s W MAXIMIZE PONDING (ON BATH SIDES OF CURTAIN TO TYPE III GALVANIZED#24 TO THE FOLLOWING STANDARDS: �� EFFICIENCY. ATTACH FILTER FABRIC REDUCE STRAIN) 1. FOR TREES TEN INCHES OR LESS DBH. TREE PROTECTION 2. INSPECT AND REPAIR FENCE SECURELY TO UPSTREAM SIDE SAFETY HOOK CO BARRICADES SHALL BE PLACED AT A MINIMUM DISTANCE OF OF POST FIVE FEET FROM THE BASE OF EACH TREE TO 8E PROTECTED ` i 2. FOR HISTORIC TREES AND TREES GREATER THAN TEN INCHES AFTER EACH STORM EVENT a {� 1F DBH. PROTECTIVE BARRICADES SHALL BE PLACED AT A MINIMUM Z AND REMOVE SEDIMENT WHEN ( , NECESSARY. 9" MAXIMUM 3 NOTE: ANCHORING TO BUOYS AS AUTOMATIC FLASHING LIGHT DISTANCE OF TEN FEET FROM THE BASE OF EACH TREE TO BE v O E RECOMMENDED STORAGE < FAO I� O Gy SHOWN REMOVES ALL VERTICAL (ON AT DUSK -OFF AT DAWN) 100' ON PROTECTED PLUS AN ADDITIONAL ONE FOOT FOR EACH HEIGHT. BLOW-UP OF FORCES FROM THE CURTAIN, CENTER SHALL BE USED IN NAVIGABLE ELEVATION . ADDITIONAL INCH DBH GREATER THAN TEN INCHES. H ; HENCE, CURTAIN WILL NOT SINK S ONLY M E, THEIN CHANNEL 3. REMOVED SEDIMENT SHALL BE SHACKLE FROM WIND OR CURRENT LOADS. PROTECTION A R R DEPOSITED TO AN AREA THAT _ 10' MAXIMUM SPACING WITH WIRE �� BARRIER' " '�' `I �' J Q WILL NOT CONTRIBUTE SUPPORT FENCE, 6' MAXIMUM CONNECTION BUOY ATTACH LINES STANDARD SEDIMENT OFF -SITE AND CAN S ' SPACING WITHOUT WIRE SUPPORT - z TO SHACKLE - ��- CONTAINMENT Q q BE PERMANENTLY STABILIZED. FENCE a SYSTEMS W Da) LIGHT BUOY J STEEL OR WOOD POST a II z LL. HIGH MAX. = PONDING HEIGHT 5' 5' ANCHOR (AS � _ /POtING WATER SURFACE RECOMMENDED .- HEIGHT - O = ii _ BY THE Q Z Q .� U) GoCANAUDITCHBED MANUFACTURER) W W -J FLOW - z CURTAIN % m - _ FLOW _ � � Q 'k- Z r 4"X6" TRENCH WITH 4" MIN. DRAIN ROCK / COMPACTED BACKFILL g (0> O ORIENTATION WHEN INSTALLED NOTE: vJ � 00 TRENCH DETAIL INSTALLATION WITHOUT TRENCHING (TIDAL SITUATION -TYPE III)-N.T.S. ALL STOCKPILES SHALL BE A MAXIMUM ,�( o N `* OF 25' HIGH. W Z X W O TYPE IV SILT FENCE-N.T.S. NOTES: COMPACTED FILL- - -C 1. ACTUAL LAYOUT _J NATIVE MATERIAL W LOOPS SIZED FOR 1" REBAR. LIFT DETERMINED IN A STOCKPILE OF A D w � �• �' ' (OPTIONAL) } ERODIBLE MATERIAL } "'� � � N FILTER BAG FROM INLET USING THE FIELD. PLYWOOD, 4'X2' I I Z T MIN. REBAR FOR HANDLES. G' 10 mil PLASTIC LINING t ONCRET PAINTED WHITE STAKED AND TRENCHED I WIRE REINFORCED STAKED AND �/% INLET GRATE 2. THE CONCRETE T W ; x SILT FENCE - f TRENCHED SILT FENCE WASHOUT SIGN NASHOU BLACK LETTERS _ SHALL BE SECTION A -A s" HEIGHT N m �- SURFACE Y4" BRIGHTLY COLORED NYLON OVERFLOW HOLES (OPTIONAL) INSTALLED WITHIN 9' MIN. LAG SCREWS S 30' OF THE � a° DIA•) hire l i � 1 I ± I I I ± ± � W W RUNOFF Q ROPE, EXPANSION RESISTANT TEMPORARY .,COMPACTED FILL WOOD POSTS ^ j N \r• _ jn`i�/�i�`' _ CONCRETE '\//� N�._iN , , (4"X4 X9')04 \� SECTION A -A W WASHOUT FACILITY. \ �\ - _ GEOTEXTILE BAG � � �.ih % � � � 3. A ROLL OFF A A /i/1 /j_ �/ . SILT FENCE (TYP.) LOOPS SIZED FOR 1' REBAR. USE REBAR �� CONTAINER DOUBLE ROW STAKED SILT FENCE FOR USE AROUND FORA HANDLE TO EMPTY FILTER SACK _1/ \/\\ \\ FOR STOCKPILING ERODIBLE z SPECIFICALLY AT A SEDIMENT COLLECTION LOCATION. 2"X2'x3/"RUBBER BLOCK (TYP.) MATERIAL FOR EXTENDED SEDIMENT CONTROL DETAIL FOR STOCKPILING OF ERODIBLE WETLANDS-N.T.S. MANUFACTUREo PERIODS, THE AREA SHALL BE � � DEPTH=D FOR CONCRETE 10 mil PLASTIC LINING SEEDED AND MULCHED. MATERIAL-N.T.S. (' Anchor Bales with 2 - 2" x 2" x 4' AND STUCCO CONCRETE WASHOUT SIGN v WASHOUT MAY DETAIL (OR EQUIVALENT) W Sidewalk-"' Stakes Per Bale. BE SUBSTITUTED. V J V F- ROSION CONTROL AND , .W IN F D yiE� f'�qJ�� ° • t. SEDIMENT BASINS A��TRhP�,EITIMETER DIKES, SEDIMENT BARRIERS AND OTHER MEASURES INTENDED TO TRAP SEDIMENT SHALL BE d 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 PLAN 2„ GRADING OR DISTURBANCE OF EXISTING SURFACE MATERIAL ON BALANCE OF SITE. PERIMETER SEDIMENT BARRIERS SHALL BE CONSTRUCTED TO PREVENT Ditch Ditch ( ° `� TIT, „ SEDIMENT OR TRASH FROM FLOWING OR FLOATING ON TO ADJACENT PROPERTIES. Z Y� FNGp ��� TYPE ABOVE GRADE WITH 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 �j 12" DIA. SOIL STABILIZATION SHALL BE APPLIED WITHIN SEVEN DAYS TO DENUDED AREAS THAT MAY NOT BE AT FINAL GRADE BUT WILL REMAIN UNDISTURBED O U D STURBED FOR LONGER THAN 30 DAYS. Curb &Gutter - COMPACTED FILL �\\ ° a0 STEEL WIRE PERMANENT STABILIZATION SHALL BE APPLIED TO AREAS THAT ARE TO BE LEFT UNDISTURBED FOR MORE THAN ONE YEAR. Z -= - n.. DURING CONSTRUCTION OF THE PROJECT, SOIL STOCK PILES SHALL BE STABILIZED OR PROTECTED WITH SEDIMENT TRAPPING MEASURES. THE APPLICANT IS RESPONSIBLE FOR THE FILTER SACKS FOR TEMPORARY PROTECTION AND PERMANENT STABILIZATION OF ALL SOIL STOCKPILES ON SITE AS WELL AS SOIL INTENTIONALLY TRANSPORTED FROM THE PROJECT SITE.4. COMPLETED INLET DITCH BOTTOM INLET < ' 5. A PERMANENT VEGETATIVE COVER SHALL BE ESTABLISHED ON DENUDED AREAS NOT OTHERWISE PERMANENTLY STABILIZED. .J GRATED INLETS AND CONCRETE & STUCCO WASTE MANAGEMENT-N.T.S. STAPLE DETAIL 6. AFTER ANY SIGNIFICANT RAINFALL, SEDIMENT CONTROL STRUCTURES WILL BE INSPECTED FOR INTEGRITY. ANY DAMAGED DEVICES SHALL BE CORRECTED IMMEDIATELY. J ^ NOTE: IF FILTER FABRIC HAS BEEN d . .4 44 7. CONCENTRATED RUNOFF SHALL NOT FLOW DOWN CUT OR FILL SLOPES UNLESS CONTAINED WITHIN AN ADEQUATE TEMPORARY OR PERMANENT CHANNEL, FLUME OR SLOPE DRAIN I..L. PROTECTION AROUND INLETS. OR SIMILAR STRUCTURES INSTALLED BENEATH INLET GRATE, O a STABILIZED STRUCTURE- `^ IT SHALL BE REMOVED ROADWAYS-N.T.S. 8. 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 _3 PROTECTED $O THAT SEDIMENT -LADEN WATER CANNOT ENTER THE CONVEYANCE SYSTEM WITHOUT FIRST BEING FILTERED OR OTHERWISE TREATED TO REMOVE SEDIMENT. Z J FRAME IMMEDIATELY AFTER ROAD 9. WHEN WORK MA LIVE WATERCOURSE IS PERFORMED, PRECAUTIONS SHALL BE TAKEN TO MINIMIZE ENCROACHMENT, CONTROL SEDIMENT TRANSPORT AND STABILIZE THE WORKAREA TO O SURFACE HAS BEEN STABILIZED THE GREATEST EXTENT POSSIBLE DURING CONSTRUCTION. W _ a ,.IQ1 2"X4" WOOD FRAME AND THE FILTER SACK SHALL BE 10. PERIODIC INSPECTION AND MAINTENANCE OF ALL SEDIMENT CONTROL STRUCTURES MUST BE PROVIDED TO ENSURE INTENDED PURPOSE IS ACCOMPLISHED. THE W t.� l CONTRACTOR SHALL BE CONTINUALLY RESPONSIBLE FOR ALL SEDIMENT LEAVING THE PROPERTY. SEDIMENT CONTROL MEASURES SHALL BE IN WORKING Z l' IMMEDIATELY INSTALLED. CONDITION AT THE END OF EACH WORKING DAY. 11. WHERE CONSTRUCTION VEHICLE ACCESS ROUTES INTERSECT PAVED PUBLIC ROADS, PROVISIONS SHALL BE MADE TO MINIMIZE THE TRANSPORT OF SEDIMENT BY IC ROAD SURFACE WITH CURBS AND GUTTER$, THE ROAD SHALL BE Q w Q CROSS BRACE "s DIVERSION RIDGE REQUIRED cnl�E� r�oRouc it AT THE END OF EACH DAY. SEDIMENT D SURFACE. WHERE SEDIMENT IS TRANSPORTED BE REMOVED FROM LTHE ROADS 8Y SHOVELING OR SWEEPING AND TRANSPORTED TO A ar GATHER ROCK BAG rz r. u SEDIMENT CONTROL DISPOSAL AREA STREET WA HI " ., S N H G SHALL BE ALL OWED ONLY T WHERE GRADE EXCEED 0 L AFTER SEDIMENT IS REMOVED I � G S 2 /0 0 ED N THIS MANNER. EXCESS 2% OR GREATER 12. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN 30 DAYS AFTER FINAL SITE STABILIZATION OR AFTER THE TEMPORARY W ScL J AT CORNERS - MEASURES ARE NO LONGER NEEDED. N �' /; ` / 13. PROPERTIES AND WATERWAYS DOWNSTREAM FROM CONSTRUCTION SITES SHALL BE PROTECTED FROM SEDIMENT DEPOSITION AND EROSION. LL ^ �` ROADVV� Y LL 14, EROSION CONTROL DESIGN AND CONSTRUCTION SHALL FOLLOW THE REQUIREMENTS IN INDEX NOS. 101, 102, AND 103 OF FDOT ROADWAY AND TRAFFIC DESIGN O POLY WHATTLES OR GEOHAY CURB t i, n\,\ STANDARDS, AND THE DETAILS AND NOTES ON THE PLANS. �� 15. CONTRACTOR RESPONSIBLE FOR ALL SURFACE WATER DISCHARGES - RAINFALLRUN-OFF ORDEWATERING ACTIVITIES, I-- FILTER FABRIC INLET FILTER-N.T.S. SUPPLY WATER TO 16. CONTRACTOR MUST INCORPORATE ALL BMP'S NECESSARY TO MEET OR EXCEED STATE WATER QUALITY REQUIREMENTS. 0 17. THIS POLLUTION PREVENTION PLAN IS A MINIMUM GUIDELINE ONLY. ADDITIONAL BMP'S MAY BE NECESSARY AT CONTRACTORS EXPENSE. ����• " WASH WHEELS IF SECTION A -A ING 18. NO TURBID DISCHARGE. TURBIDITY READS ARE REQUIRED ONCE A WEEK (BY THE CONTRACTOR) AND MUST BE REPORTED TO THE PROJECT DROP INLET �, NECESSARY. SPILLWAY ENGINEER. LOCATION SHALL BE DETERMINED BY THE ENGINEER WITH GRATE LOW TO MODERATE FLOW GEOTEXTILE FABRIC SPECIFICATION TABLE POLY WHATTLE / •T��''�'� 19. DEWATERING ACTIVTIES: - - NS LE S TIES TEST METHOD UNITS _� 'x�' '.i< •C STRAW BALES, SANDBAGS OR B -CONTRACTOR MUST HAVE EXCEEDA - DISCHARGE MUST NOT TRA SFERABLE S RWM CONSUM THE USE PERMIT KNOWN AS A "NOTICED GENERAL . - z O „ GRAB TENSILE STRENGTH ASTMD-4632 20oLes. ORGEOHAY Z \ Q 2 X4" WOOD FRAME GRAB TENSILE ELONGATION ASTM D•4632 zo5a � , � CONTINUOUS BERM OF EQUIVALENT PERMIT FOR SHORT TERM CONSTRUCTION OE -WATERING", UNLESS OE -WATERING ACTIVITIES WILL RESULT IN LESS ' Vcq a I PUNCTURE ASTM D-4833 120 LBs. �� 1•• �;, . , HEIGHT. THAN 300,000 GPO FOR 30 DAYS OR LESS. - p WITH p MULLEN BURST ASTM 0.3786 800 P.S.I. r ^>. Q VIEW OF FRAME WITHOUT VIEW OF FRAME VYITH C-NO HYDRAULIC PUMPS MAY BE USED FOR DE -WATERING UNLESS APPROVED BY THE WATER MANAGEMENT DISTRICT FOR THAT AREA. TRAPEZOID TEAR ASTM D-4533 120 LBS. - r W RESISTANCE ASTM D-4355 80°6 "! ?� ?� - DEWATERING EXISTING STORMWATER.RETENTIONRREAS (PONDSMKES) MAYBE EXEMPT FROM THIS CONDITION. CONTRACTOR TO CONFIRM SILT FENCE - SILT FENCE APPARENT OPENING SIZE ASTM D-4751 40 US SIEVE ROCK BAG O .Q WITH SJRWMD. FLOW RATE ASTM D64491 40 GALJMIN.ISO. FT. -1 t t J D - NO TURBID DISCHARGE. TURBIDITY READINGS ARE REQUIRED ONCE A WEEK AND MUST BE REPORTED TO THE O %, _ LL• J l U' NOTE: PROJECT ENGINEER. 2"X2" STAKE PERMITTMTY ASTM D /491 oss sec. -, \ USE SANDBAGS, STRAW BALES OR E - IF DEWATERING IS NECESSARY, THE CONTRACTOR SHALL OBTAIN A CITY OF SEBASTIAN DEWATERING PERMIT. '1" Q Q MODERATE TO HIGH FLOW GEOTEXTILE FABRIC SPECIFICATION TABLE , FLOW FLOW 20, THE CONTRACTOR SHALL OBTAIN GENERIC PERMIT FOR THE DISCHARGE OF PRODUCED GROUND WATER FROM ANY NON -CONTAMINATED SITE ACTIVITY. J� I 1 PROPERTIES TEST METHOD UNITS -:ram . A -BEFORE DISCHARGE OF PRODUCED GROUND WATER CAN OCCUR FROM THE SITE, ANALYTICAL TESTS ON SAMPLES OF THE PROPOSED UNTREATED DISCHARGE WATER SHALL BE LL. FABRIC I ;,� OTHER APPROVED METHODS TO r , M j I GRAB TENSILE STRENGTH ASTM D-4632 265 LSS. r CHANNELIZE RUNOFF TO BASIN AS PERFORMED TO DETERMINE IF CONTAMINATION EXISTS BY CONTRACTOR). IF NONE EXISTS, THE RESULTS SHALL BE SUBMITTED TO THE FDEP INDUSTRIAL WASTEWATER PERMITTING WITHIN �J LLJ I SrR1B JfJ�,SILE ELONGATION ASTM 44632 20 i ONE WEEK OF COMMENCEMENT OF DISCHARGE C.O. ALI KAZI, P.E., 3319 MAGUIRE BLVD. SUITE 232, ORLANDO, FL, 32803 WITH A LETTER NOTIFYING THE AGENCY THAT DE -WATERING (n W PUA ru e W I' II I c R ASTM D-4833 t35 LBs. REQUIRED. ACTIVITIES WILL COMMENCE PURSUANT TO 62.621.300(2) F.A.C. AND THE SITE QUALIFIES FOR THE GENERIC PERMIT. ) Z V 0 ' t ;e. MULLEN BURST ASTM D-3786 420 P.S.I. / r _ - N Q' Z _ Z 4�/' „ TRAPEZOID TEAR ASTM D-4533 45 LBs. ROCK BAGS J -�'�� - - B -THE FACILITY IS AUTHORIZED TO DISCHARGE PRODUCED GROUND WATER FROM ANY NON -CONTAMINATED SITE ACTIVITY WHICH DISCHARGES BY A POINT SOURCE TO SURFACE WATERS I IYMf�� to w r- - y. W RESISTANCE ASTM o-43ss eoi OF THE STATE, AS DEFINED IN CHAPTER62-620, F.A.C., ONLY IF THE REPORTED VALUES FOR THE PARAMETERS LISTED IN TABLE 1 DO NOT EXCEED ANY OF THE LISTED SCREENING VALUES. Q ¢ W Y '"` APPARENT OPENING SIZE ASTM D-4751 20 us SIEVE ";��, _ C - MINIMUM REPORTING REQUIREMENTS FOR ALL PRODUCED GROUND WATER DISCHARGERS. THE EFFLUENT SHALL BE SAMPLED (BY CONTRACTOR) u- FLOW RATE ASTM D-4491 200 GALJMIN.50. FT. 7 BEFORE THE COMMENCEMENT OF DISCHARGE, AGAIN WITHIN THIRTY (30)DAYS AFTER COMMENCEMENT OF DISCHARGE, AND THEN ONCE EVERY SIX (6)MONTHS FOR THE LIFE OF THE I U.PERMITTIVITY ASTM D-4491 1.5 SEC. •1 PROJECT TO MAINTAIN CONTINUED COVERAGE UNDER THIS GENERIC PERMIT.SAMPLES TAKEN IN COMPLIANCE WITH THE PROVISIONS OF THIS PERMIT SHALL BE TAKEN PRIOR TO ACTUAL -I _ s `?s DISCHARGE OR MIXING WITH THE RECEMNG WATERS. THE EFFLUENT SHALL BE SAMPLED FOR THE PARAMETERS LISTED ON TABLE 1. SILT FENCE INLET PROTECTION-N.T.S. ¢ W rn O z D - IF ANY OF THE ANALYTICAL TEST RESULTS EXCEED THE SCREENING VALUES LISTED IN TABLE 1, EXCEPT TOC, THE DISCHARGE IS NOT AUTHORIZED BY THIS PERMIT. IF T.O.C. IS EXCEEDED U) oA M A 2%3" COURSE AGGREGATE BECAUSE OF NATURALLY OCCURING ORGANIC COMPOUNDS, THE RESULT AND EXPLANATION FOR THE HIGH READING MUST BE SUBMITTED TO THE FDEP FOR REVIEW AND ISSUANCE OF AN SOCK -PIPE OR ROCK BAG INLET o t MIN.6"THICK o EXEMPTION. Q - All turbidity, erosion, and sedimentation controls shall be in accordance with ,Best GENERIYSCR ITCAGVALUEEOTHERTHANTOC)EXCEEDTHEDUALWOLDS,TATERHEN � r �' GENERIC PERMIT CANNNOT BE ISSUED, AND A SEPERATE INDIVIDUAL WASTERWATER W Management Practices' as described in the Florida Land Development Manual: A FILTER-N.T.S. O PERMIT APPLICATION MUST BE SUBMITTED AT LEAST 90 DAYS PRIOR TO DATE OF 9 NOTES: DISCHARGE. THE ENGINEER OF RECORD MUST BE NOTIFIED IF THIS OCCURS. � TEMPORARY SEDIMENT SHALE 1.. THE ENTRANCE SHALL BE MAINTAINED IN A 21 STORMWTHE NATTEER DISCHARGE FROM LLCTOR SHALL OBTAIN AARGE AND SMALL CONSTRUCTION ACTIVITIES, AND TE OF FLORIDA GENERIC PERMIT FOR Guide'to Sound Land and Water Management. FULLY STABILIZED AND GRASSED CONDITION THAT WILL PRE SHALL ADHERE TO ALL CONDmONSOFTHE PERMIT. INCLUDING INSPECTIONS, REPORTING, - Reference F.D.O.T•. Index#102. PROVIDE ADDITIONAL SILT BARRIER/FILTER - VENT TRACKING OR RECORD KEEPING AND CERTIFICATIONS. FLOWING OF SEDIMENT ONTO PUBLIC SCREENING values FOR \ ADJACENT TO OUTFACE PIPE. RIGHT-OF-WAYS.THIS MAY REQUIRE TOP DRESSING. TEMPORARY ADS OUTFALL REPAIR AND/OR CLEAN OUT OF ANY MEASURES DISCHARGE INTO EROSION CONTROL DETAILS Parameter Fresh Waters Coastal Waters USED TO TRAP SEDIMENT. OSEPH W. HULKE \��\ Total Orparc Carbon (TOC) 10 0 mglL 10.0 mglL NO. 7048 N.T.S. �jr\`r�i�/ /�/ �\/\i\� �\i �\/\ y �i�i\` �\ 2. WHEN NECESSARY WHEELS SHALL BE CLEANED P" �ardard"'R' 6.08.5 6.58.5 JODAH B. B NOTES: �.�r\/i� . \/\ IJ i .✓i�/i,/r.`�/i� /./i�✓�� �✓/./rl/i.i,�' i;./i../� � /i%�/i�' v- , \ Y/\ \/�/j I /\\j \ j\� ° PRIOR TO ENTRANCE ONTO PUBLIC RIGHT-OF-WAY. Total Recoverable Mercury 0.012 WA 0.025 ygll. FL REG. NO. 7396 *WETLAND PROTECTION PLAN* �. ��i\\/\ r� \\ \ \v\.•. \v\r \.- \\-\ \;\. \•t �/ \ /� /j�\j/\\ 1 LJ / /\�j/\�jj�j\�jj/ \/\�%/j�j/\ \/U/%�j�\jj/� //(/��/\i\/%�/!'/� /� PLAN Total Recoverable Cadmium 9.3 NcyL 9.3 NgIL WIWAM P. ODARD Total Recoverable Copper 2.9 N91L 2.9 IgIL FL REC. N 57805 a. SILT FENCE MUST BE INSTALLED BY HAND ALONG SURVEYED CONSERVATION\ . /�,. y//� yTy\\�/\\�/�\ /y/��\\/\ \��\\,\ 3. WHEN WASHING IS REQUIRED, IT SHALL BE DONE \�\\ z / /\//,\`\ ��\ `\�\\^T\�j\�\\\�\f\/��\ ON AN AREA STABILIZED WITH CRUSHED STONE TotalRecoveraweLead o.o3mgl 5.6mgIL EASEMENT BOUNDARIES (AT TOE OF SLOPE -SEE SECTIONS EE,N,O) PRIOR 4 ✓ / ��' RECEIVINGOUTFALLSWALEOR DIVERSION RIDGE THAT DRAINS INTO AN APPROVED SEDIMENT TRAP Total RecoverableZnc 86.0lig/L 86.0pgfL TO CONSTRUCTION. 90° FITTING (SKIMMING MECHANISM) DITCH. STABILIZE/GRASS OR OR SEDIMENT BASIN. Total talRecwraDleCnromium (Hex) nwo 1.0 pgrL o ygI b. NO TURBID DISCHARGE TO WETLANDS IS PERMITTED. 12°MIN. BARRIREVEER ET ATDE. PROVIDESILT 50 M!"• NaphUlalena 100.0 NgIL 100.0 W& H E c. ALL STOCKPILE AND/OR CONSTRUCTION STAGING AREAS MUST BE LOCATED TEMPORARY ADS OUTFACE PROPERTY ROREERAT DOWNSTREAM CONTRACTOR PO TES T TURBIDITY CONTRACTOR TEMPORARY GRAVEL CONSTRUCTION -301 100 FT. FROM WETLANDS.. N.T.S. WEEKLY. LEVELS PROJECT N0. WEEKLY. ENTRANCE/EXIT-N.T.S. /. L\ 22-031 J �� ' \ GENERAL NOTES: SYMBOL LEGEND Q N Co \ `\ 1. PRIOR TO CONSTRUCTION COMMENCEMENT HE CONTRACTOR IS TO NOTIFY THE CITY OF C)o 0 SEBASTIAN BUILDING DEPARTMENT INSPECTOR SUPERVISOR.. d EXISTING FIRE HYDRANT ASSEMBLY f- \ 2. GOVERNING SPECIFICATIONS: STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION STANDARD C•4 EXISTING VALVE 6"X4" F.M. TAPPING \ !\ SPECIFICATIONS LATEST EDITION AND THE SUPPLEMENTS HERETO. EXF�.� �J.L� d SLEEVE AND 4" G.V. 3. CONSTRUCTION DETAILS SHALL BE IN ACCORDANCE WIH STATE OF FLORIDA DEPARTMENT OF \ �� TRANSPORTATION STANDARD PLANS FOR ROAD CONSTRUCTION LATEST EDITION. OD STORMWATER DRAINAGE MANHOLE M �. EX FM EX FM EX 3 1 0 15 30 60 120 �� �' EX F \�' �'�" EX FM \ EX FM a E FM 4. CONTRACTOR SHALL ADJUST ALL UTILITY LIDS AND COVERS TO FINISHED GRADE AS REQUIRED. EXISTING STORMWATER DRAINAGE 5. ALL DISTURBED RIGHT OF WAY SHALL BE SODDED. ADJUSTMENTS TO 8E INCLUDED IN CONTRACTORS BID. � STRUCTURE z y ,; - .:.;-__e-.�:; CONST. 41 LF 4" G.V. - SERVICE 6. THE CONTRACTOR WILL RESTORE ALL AREAS DISTURBED BY HIS CONSTRUCTION TO A CONDITION 2 w f 4" PVC F.M. POINT FOR `\ ` EQUAL TO OR BETTER THAN THAT NOW EXISTING. I STRUCTURE TAG p g EX FM r e` , 7. ITEMS IN CONFLICT WITH DESIGN SUCH AS EXISTING CURBS AND GUTTERS, SIDEWALKS, DRAINAGE (SEE THIS SHEET FOR TABLES) - Co o m (IN FEET e.a1X ° 8.8 - °\ FUTURE PRIVATE \ STRUCTURES, PAVEMENT AND BASE AND EXCESS EXCAVATIONS ARE TO BE REMOVED BY THE , v L) ) PROPOSED TYPE'C' INLET W ~O y III CONTRACTOR AND DISPOSED OF IN A LEGAL AND PROPER MANNER AWAY FROM HE JOB SITE AT 1 inch = 30 ft. 5'x10' U.E. X LIFT STATION THE CONTRACTORS EXPENSE UNLESS THE ITEMS ARE TO BE REUSED ON THE PROJECT. U. U moo' °3 % M \ ` ` 8. HE MAINTENANCE OF TRAFFIC FOR HE PROJECT SHALL BE IN ACCORDANCE WITH THE APPLICABLE , PROPOSED TYPE'F INLET w o: PRM ' " SZ' (BASIS OF BEARING) 8.3'± \CONNECTION \ FOOT INDEX NUMBERS (102-600 SERIES) AND THESE DOCUMENTS; THE MANUAL ON UNIFORM TRAFFIC ❑ a a S89'5717 E 166 + CONTROL DEVICES FOR STREETS AND HIGHWAYS US DEPARTMENT OF TRANSPORTATION, FHWA w d' 850 fl 8.50 �° 8.54 ( ) PROPOSED MITERED END SECTION OHE - - OM£ OHE OHE OH£ 0f0..r---- OHE ONE OH£ OHE OHE OHE ---- OHE �£ X �£ � OH 7C'�- OHE _ -f c-�101 HE _ _ 011E _ OHE _ _ OHE _ OFF - OHE OHE ONE t SHALL BE FOLLOWED IN THE DESIGN, APPLICATION, INSTALLATION, MAINTENANCE AND REMOVAL OF + �j ALL TRAFFIC CONTROL DEVICES, WARNING DEVICES AND BARRIERS NECESSARY TO PROTECT HE $ i-D 10. 10.5' ' , ++ \ f EXIST FHA PUBLIC AND WORKMEN FROM HAZARDS WITHIN THE PROJECT LIMITS. PEDESTRIAN AND VEHICULAR 2" SP 12.5 OVER 8" COQUINA OVER 12" X 1 O.2 ± } n TRAFFIC SHALL BE MAINTAINED AND PROTECTED AT ALL TIMES. STABILIZED SUBGRADE ul MAY SUBSTITUTE 14" COQUINA IN LIEU OF V, 9. THE LOCATION OF EXISTING UTILITIES SHOWN ARE APPROXIMATE ONLY; THE EXACT LOCATION \/ ♦ + � •: \ SHALL BE DETERMINED BY THE CONTRACTOR DURING CONSTRUCTION. RELOCATION OF UTILITIES �O3 ++SHALL BE COORDINATED WITH UTILITY COMPANIES AFTER IDENTIFICATION OF CONFLICT BY ' NEWCONTRACTOR. CONTRACTOR SHALL NOTIFY ENGINEER IN ADVANCE BEFORE ANY RELOCATION. CONCRETEO + 10. THE UTILITY COMPANIES SHALL BE NOTIFIED BY THE CONTRACTOR 48 HOURS IN ADVANCE OF ANY 10 D ,Y + _ EXCAVATION INVOLVING THEIR UTILITIES SO THAT COMPANY REPRESENTATIVES CAN BE PRESENT. O- N N + ��" ` 11. THE CONTRACTOR IS TO USE CAUTION WHEN WORKING IN OR AROUND AREAS OF OVERHEAD PROPOSED TYPE-4 INLET \ Ft� a1 O TRANSMISSION LINES, UNDERGROUND UTILITIES, OR NEAR CANAL OR RIVER BANKS. N TOB TOB --iE T08 -�� TOB TOB T� Q O° s + 9.1'± J� TOB \ ,D' ,°' + `0 12 PRIOR TO SHALL COMMENCEMENT COMP Y WI HFLORIDA STATUTE 553 851 FOR THE PROTECTION OF UNDERGROUND GAS c II O it C I• TOE TOE + PIPELINES. PROPOSED FIRE HYDRANT ASSEMBLY. t A TOE qol \ tOS#� 1�? ` x°�9.2'± + v�7L • c\ ' ` ` 13. THE CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION OF ALL UTILITIES TO REMAIN IN PLACE. Q ^Z Of \ \ �� 14. THE CONTRACTOR SHALL CALL SUNSHINE (1-8000432-4770) FOR FIELD ® SANITARY SEWER MANHOLE Z W W \+ LOCATIONS 48 HOURS BEFORE DIGGING NEAR UNDERGROUND UTILITIES. . z Z Z Y Lw 'OE�A °6 + \ '� T -s PROPOSED SANITARY SEWER V W \r ,o L=95.43' GRADE x �� u. KNOWN UTILITIES: 6=52'04.28' w SWALE ,5 3Y Xpe�, X� \ ++ �G ` Ti AT&T (772)460-4443 Q Q Lu Q , ' s 6 \ 36 SC16OLP +`5 ((� COMCAST CABLE (772) 567 3444 EXISTING STORM DRAINAGE PIPE O O 0 V VV) C) \ + \ cr` IRCDUS (772) 226 1845 CH6=NO'08'15'E x \ \ .+� CHAMBERS + ..yam tl FPL (772) 287-5400 Mi DIRECTION OF FLOW A CHL=92.18' �° X 4.1 \\14 \ + ` �� 16. NO EXISTING BASE MATERIAL REMOVED IN EXCAVATION SHALL BE REUSED AS PROPOSED BASE �\ ` MATERIAL. xX EXISTING GRADEb tieWw - X7,Sb b LOT 1 �- ; ++ �\ •� \ 17. EROSION CONTROL MEASURES SHALL BE TAKEN BY CONTRACTOR DURING CONSTRUCTION AS PER W 39 On ? Y�! 1 .. FOOT STANDARD INDEX # 570-001, AND SPECIFICATIONS AND DETAILS WITHIN THESE PLANS. X.XX± - PROPOSED GRADE _ w w� � w ` X 0.65 AC \ �� 9 \ V= 18. AT LOCATIONS WHERE PIPE AND DRAINAGE STRUCTURES ARE TO BE CONSTRUCTED OR REMOVED �7ap xo• + \ \ \ ` UNDER THE EXISTING PAVEMENT, HE REPLACEMENT OF EMBANKMENT, BASE, ASPHALT, ETC. �� p � � m P S LAKETr� 1 e1 Xfr� i FUTURE DEV. \, Q� + NECESSARY FOR EXCAVATION IS TO BE INCLUDED IN THE COST OF PIPE. Ex wm EXISTING WATERMAIN CCUII rs AK �-� 45 (51 } 8 � ;. ` 19. THE CONTRACTOR MUST NOTIFY AN IRC UTILITY DEPARTMENT INSPECTOR PRIOR TO THE WATER X°' 0.48AC(20,856SF) `�6`\ ++ \ - +� \ ��L MAIN TAP AND BE ON SITE DURING INSTALLATION. wog4I�SS Z5w - -_ 20. ALL SIDEWALKS SHOWN ARE TO MEETADA REQUIREMENTS. SIDEWALKS SHALL BE CONSTRUCTED ■� Ex FM ■� EXISTING FORCEMAIN - �a9c3 �Ln�4zj�wQ, '�' IMPERVIOUS ASSUMED > + WITH: + + 01 MAX 2%SIDE SLOPE \ \ ,+ + ` \ G \ MAX. 2°,5 SLOPE (ALL DIRECTIONS) AT LANDINGS ADJACENT TO RAMPS !J• SURVEY CORNER MARKER 9.3 _ +� \ f ` MAX 5% LONGITUDINAL SLOPE (SET IRON ROD & CAP, SEE SURVEY) \ \ - ' AT RAMPS, TYPICALLY 6' IN LENGTH AND 12:1 MAX. LONGITUDINAL SLOPE Q o Xmj1 x �i 21. _ SOILS BELOW RETENTION AREAS SHALL BE OVER EXCAVATED TO A DEPTH OF 6't El SET PRM !�°�° - S• h FUTURE DRY RETENTION EXPANSION p b,�4 ; \ PRIOR TO COMPLETION OF GRADING. ALL CLAYEY, SILTY AND ORGANIC MATERIAL - PRM - - - • V' - _ U (UNDERGROUND OR OPEN) \ \ ` ` SHALL BE REMOVED AND REPLACED WITH TYPE 3 SELECT SAND (HSG A), WITH A r , Z E MINIMUM ADDITIONAL VOLUME PPERMEABILITI' RATE OF 50FT/DAY. SEE SPECIFICATIONS SHEET C-502. V O o '`} PROPOSED WATER SERVICE • (fl O 1 e1 F , -BOTTOM - EL* 8 8 ± 8.EllX GENERAL GRADING NOTES: C� 1 O.2 + •e ` 1. ALL SIDEWALKS, _! $�7 - -TOP - EL: ION _ X$ � ' \ O ` LKS, NEW 8 RECONSTRUCTED SHALL MEET REQUIREMENTS: - - - - PROPOSED DRAINAGE PIPE ■ � N ` 10 �n 1.1. MAX2%CROSS SLOPE W M O VOLUME: 575 FT , xw 1 x�,� 9' 8.75 \ • \ T 1.3. MIN 5' x 5' LANDING AT CHANGE IN DIRECTION, AT 2% MAX SLOPE ALL WAYS 1.2. MAX 5% LONGITUDINAL SLOPE~ PROPOSED VALVE Q, Q FUTURE :\ \ ` Ti 1.4. MAX 12:1 SLOPE, MAX 6' IN LENGTH FOR RAMPS. LENGTH MAY BE INCREASE IF EXISTING STREET LIGHT 0 '- ° xb DRAINAGE /p'a3X DS QA r HANDRAIL IS PROVIDED w EXTEND S/Vi/ TO FEC R/R `•" FUTURE DRY RETENTION EXPANSION e 8 7� Q c (FINAL PLANS TO BE SUBMITTED W/ NDERGROUNDOROPEN Xe' .• r 2. ALL SLOPES6:10RSTEEPERSHALLBESTABILIZEDWITHS00. Q Z 4b h ::::: PI ` 3. PAVEMENT SHOWING 2%. IT SHALL NOT BE LESS THAN 1.5% L J Q Cn ::: X MINIMUM ADDITIONAL VOLUME ° 9" +' \ 44 4. SIDEWALK SHALL NOT BE MORE THAN 2.0% OR LESS THAN 1.0% J 14.69'± S/D CONSTRUCTION DRAWINGS) - - ` O� -BOTTOM - EL: 8.2' x 4 X,y 10:0 ± N f 6 �+ ,° 0 : LL vj 9•83 • // • 270 X. M 6 - GENERAL CONSTRUCTION NOTES: - 2 - / ;� TOP -TOP °,y s x . 9.3 :\ ( TREE LEGEND Qou ` 301 3.0 -VOLUME; ,150 FT= x K' �� O t� 1. SEE SITE PLAN SHEET C-400) AND SHEET C-402 FOR PAVEMENT MARKING AND SIGN = O - CONST. DBL a :. h / .1 + >> 2r ...1 .•. PLACEMENT. Go N n- S Z� 2. ALL PIPE NOTED AS ADS SHALL BEADS N-12 OR APPROVED EQUAL. ALL ADS PIPES SHALL BE Q Z 0p Q -� 301 WATER'' h iV(/ X �' \ PERFORATED (20LF) AT SUBMERGED OUTFALLS TO PONDS OR OTHER SURFACE WATERS TO O �� :: b ?° ^ + 5�1 PREVENT FLOATATION. • W O W --I EXISTING SERVICE (2") 1°a g x° LOT 2 / `Z41X x"N + G ` �f 3. ALL ADS CULVERTS TERMINATING WITHAMITEREDENDSECTIONSHALLBECONSTRUCTED O - OAK TO REMAIN (8 TREES) Q O m Q ��- , O X WITH A CMP PIPE END WITH MES. >> -- WATER MAIN o� N �::: r -_ /� / x �� \ \ �` { e '� x` 10 1 + ! CONST. ,° X 2 t 4. ANY IMPORT FILL SOURCE MUST MEET THE FOLLOWING SPECIFICATIONS: O Q EX w 301 o :::::� 1.31 AC 36 SC160LP - !o� j �' ?. Z -• wM �� 301 - :� ( ) /+ / ` 4.1. MATERIAL SHALL BE FROM A SOURCE WITH SOIL MEETING HSG "A", "B", OR "B/D". O Z w « a « « ' O d m N 4.2. MINIMUM WATER TRANSMISSION RATE OF 20FT/DAY « , ....««�.�. + az . 0 301 �o CHAMBERS•l • f^y„+,,',•,•,• • *' •«•.•.. ♦ .'« . +_.'.'«'.'•'.'+' a b '+'+'�301 � � � `iI lgsq \ 'o`° + 40 - f 4.3. MEET ADDITIONAL REQUIREMENTS FOR TYPE 28ACKFILLMATERIAL SEE SHEET - -OAK TO REMOVE 12 TREES � Z Z LLI LF .� ` :\ \ � � FUTURE DEV� DS 1, `X \_ 0.83 AC (35,940 SF) + O •,��� -x- ti0x'� .^ ...'.^«. •yam; M \_ °o// �!i . 10.2'± CONST. \ rn ,ro �� +'`'�•• y __ -,o. / /10.3± s IMPERVIOUS ASSUMES o + �+ ` V ♦ r 13.5'+ ,3�1 .`.'« t� ,�� / /� /�! (j� DS-0S a1 ++ \ 6 S�vY �\ \ ` ICI 0 x 12.25 x Fk 36 SC160LP GRADE /.'. �A. \�P X`` . ABBREVIATIONS _ o o N 10 X ti �.....: �\ O / / „k OAK TO RELOCATE 0 TREES Z = c 12.84'± . CHAMBERS TEMPORARY / ...�.. v Q�T..".� ,gyp O�.I��N .•• 8.5±, y \ ( ) ti `',��1 _ 12.34� �� . '� SWALE,`? /. x,2 7 EP °' '' 9.2± A.E. - ACCESS EASEMENT LU x °s '*°�,v \ s FUTURE /./,y 1�y t x� + x f y \ �f I ........'I - � <L f= N l CABBAGE PALM TO REMAIN o ..'. 10 N s� �,} i x ^ ::: `.� PES o x x,z x1O q �' 1' (19 TREES) Z x -. \ 11.0± O�p� \ 2�/ /..... - ,N� �y�" ,12 x V�IST. �b + ` f W H > ,g %s "� '_:: ,�'' x q' X G ` U.E. - UTILITY EASEMENT Z a J -x -, -x cos g .. , x : : (� a .. X . s \ ,y'� N o a 42 LF s . + \ -CABBAGE PALM TO REMOVE C� v Co LL x 2`` 5 x10 U.E: , 5 S/V1l �` d ` CONST. DR LL EX FM / 2 ,� x p \ ? ,; Cr : °. BX X,a a8" ��°o ,:: X°� o + ETENTION ` ` (3 TREES) w W ' ,'I► EX FM ` ''x ,,°" F g �`C@.� X 2. x INS. �ti '\ \ v w ; 12. .�\ a$ e1 ,c°' }+ ` D.E. - DRAINAGE EASEMENT LL� v FA4 v °yil+ �0 q1° � K CONST. / x ,°• + \ `' j _ ,� "\ �,. � x ° 5 � s°5 �,° ;;� o• 8.2 ,� OUTFACE - Y rn � e ti f �`' CONNECT -CABBAGE PALM TO Q ti 4 G.V. SERVICE POINT L-96.31'� x OFHA x 4 °`s `+ \ ` D.E. DRAINAGE EASEMENT J v FOR FUTURE PRIVATE .1 Xr ° x x ' s yo .; TO FDOT TO C.O.S. RELOCATE (21 TREES) LIFT STATION CONNETION \ er- 20'32, VX20' .. e• a,, x°� 2 �h. + R-3 73 U.E. /.�.... X°s xo X°r w + DRAINAGE (15 OFF -SITE) _ V) Z N EXISTING �' N5228'S7 1 INFRASTRUCTURE = ' X �c, CHL=96,05' : �'" ' x x `°° X `° N + (6 ONSITE) r ti x , . oat o • f r , FORCEMAIN \ ate' 10.9± X 11:1'± ' , �„a, •. + ` \ L) *FUTURE X``� X a \ :... 10.15'± x,,. aoa° �� 1 0 ++ s.3'± DEV. KEY, \ jR h CONST. 78 LF 4" o-o ,i. UTURE C TCH,. x 10.6± '.'.' ' BASIN X° '�,1 \ w ,6 -PINE TREE F.M. H.D.P.E. F s�{0' FUTURE DRAINAGE PIPES DIRECTIONAL 24"x4"TAPPING T. 38 LF y 7 10.9' 4 x1�8" AD + x�o• BORE SLEEVE AND 4" p, FUTURE DRAINAGE STRUCTURE h S o GATE VALVE \X g _ CR-G''i M ' 10. ± '0 xd'1 +� X \ CO URE - E TO REMOVE X PINE THE �'es� �� 85° + (1 TREES) 10.7'_ 10.1 ± O e tis 8 r x .x ..: 'S, X,a,a '�s �,.• �!� y. DS-01 + r., C=D FUTURE CHAMBERS REMOVE EXISTING MEDIAN AND s, F� ,�. D E O I/ s. t CONST. 12' LEFT TURN LANE �` ,as► C 'osv5 x� '/ ' L=41.9Y -TREE PROTECTION �� �r. ssa r/ eF9sroso3 * CTION BARRIER Z 9.6'± 9.45X T 10- \x°v" N CONCEPT ONLY. SPECIFIC LAND - CONST. 10"X6" \ X,o.4s 9.5± ,ti a. r; ' .. 6'_ R=25.00' SHOWN I C Q J DEVELOPMENT PLAN MAY ALTER FINAL DESIGN. TAPPING °s �°`t 8.9'± ` CHB=N2208'21'E QCL x` F CURB 1° + + + + + + + + + CHL=37.18' xop SLEEVE AND °,� x°' 3± xb°1 INV EL. = 10.79' CNST. ALUMINUM BAFFLE -RELOCATED CABBAGE G.V.` 102px� \ o� L-293.20' �� X ` (2) 36"W x 1.56"H SLOTS BOT. EL.: 10.65' PALMS (21 FROM ONSITE) LOCATION MAP_ _ F�,�\ 5' SIW EASEMENT CONST. R64'28'48' �° v 8.T± ``� , TOP EL.:11.55' °� OPEN CUT/ REPLACE/ \ TO C.O.S. x` Z ° ( ) S/W CHB=S7T34'43'Ef & _j �� -�- •�'-'�'-' � °� " � 6 CT TYPE'C' INLET � o- 6, r °� C>iL=277sT 9.1 t X-P ' RECONSTRU --1 �� .,�� - ry d' :'r i f • \ x� 9.4± 1 a.� /y \ INV EL.=10.92' f TOP @ EL. 11.55' MITIGATION REQUIRED 4 , . 10.2D °" PAVEMENT 3"W x 7.56'H WEIR - �,J >�, t ,. '' ��► \� x / ` SPECIMEN TREES TO BE REMOVED: ' x " 1 r tt+ �`' ''` �3 •� ®e► ' v d' oo S' ..lE"-�"� f i q`�" >10" = 12 TREES CHUM �, -•,� _® �� ',. r, .. Baia, 1°� .F �.W",s`{ �► FI F x° `! ANN °°,�_.. t�_ ` 12" - REPLACE WIT M \ 1 V CR, _=...�r•- FM H (12) TREES: "A' ,?� �O \ x°°y idr. p0b - $' + cX > ' 1" -®- �-= 4r 12 HEIGHT/ 2 DIA. 4 is °if. w:. $ ` v,.;i�; �. - , ,.%', 1 ": - i ' ,4 .;:�: •' ` �\ X°`S /' °'1' 0. 66 _ L �; -tt : �q Ek F /\ X° �� b if F° 5�3 N TYPE 'C' _ E TOPEL. =11.55' STFFL FXISTINt; tg, ;1 � y,.•. . t fa„ . n iq r STRUCTURE NUMBER DS-01 5' U.E. DRAINAGE STRUCTURE SCHEDULE PAVING SCHEDULE 5' 12' 1 T LANE DESCRIPTION TOP ELEV N INV ELEV S INV ELEV E INV ELEV W INV ELEV MISCELLANEOUS WIDENING ROW TYPE C 11.55 - 8.00 - t.1RrJlIOLC 10.30 • .,.r, I D� 0� k � D`' 03 Tyr[ 49 2101EOP) : ,,r its r; ,, ••1; DS-04 TYPE F 11.20 8.90 - DS-05 TYPE F 11.20 8.70 - C.3O -1.25 FC-9.5 16.0' -1.75" TYPE SP-12.5 14.0' - _._............ OUTFALL STRUCTURE -16' MIN. COQUINA _._-- .... SEE DETAIL SHEET (LBR 100) 120 - C-500. 10.0 'NOTE: PROP. BASE MUST EXTEND--- Q•- 3 AT LEAST 2" DEEPER THAN 6 0' = _ 12" MIN .�- 1 EXISTING BASE, AND MUST BE - 7.00 INSTALLED IN A MIN. OF 3 LIFTS. •OPTIONAL 4.0' - ---•--- - 1 M 10", COQUINA (LBR 100) AND 12" TYPE 2.0. - - -- - NOTCH -12" W X 12" AT 'B' STABILIZATION OR 16" COQUINA (LBR 100) o.o, - _...._..__-._....._ - WEST SIDE -2.0' _._...--_ .. NOTCH - 12"W X 12" AT - WEST SIDE IDS-011 OUTFALL STRUCTURE DETAIL L H u- .T.S. J 0 Q 80' RIGHT OF WAY I V MEDIAN 2.0% _75 LF 4" H.D.P.E_ DIRECTIONAL -SORE F.M. SECTION 1 - SCHUMANN RO SCALE: 1' -Ia Lj Q �U 18' LANE . 4► ROW !r, 16.0 ...._ ...... - N /SNEER CERTIFICATION •---------------- EXIST24 10.0' ` -- ------._.._ .� RE . 47048 �? I F.M. _._ '8.0' �JODAH B. 81 TIE FL. REG, N0. 57396 .'..' .. - - 6.0' (] WILLIAM P. S DDARD .,_ FL. REG. N0. 57605 _-24'�t4'TAPPING - - _._._._._......._.... .......... ... _ _-........ - 4.0 _.. ._...------.SLEEVE AND 4.. ......_ �_._...- - .. ,. 2.0' GATE VALVE .- ...... n - _. ' -2.0' 7500, T w / ROJEC T NO. ,/ 22-031 J 10' L.S. P 120' ROW AV- DESCRIPTION OF MAINTENANCE ACTIVITIES AND SCHEDULE OF MAINTENANCE - STORMWATER MANAGEMENT SYSTEM EXISTING PAVED HIGHWAY remove blockages and debris from pipes and inlets. GRADE General Maintenance Information c. If any damage to the structural integrity (cracking, subsidence, or deterioration) of the structures or ,ONST. 4.32' 4' BIKE pipes is found consult with a registered professional to assess the situation. Repairs and 30.03 _ 6' SW WALE 12' TURNLANE LANE 12' LANE 12' LANE _ 10' LANE P ' 1 1, _ _ _ _ Preventative Maintenance includes functional maintenance procedures that are required to maintain the 24.05' _ _ _ _ i I -, i replacements should be done in accordance with the original permitted design plans. Any deviations Stormwater Management Systems intended operation and safe condition by preventing the occurrence 16.0' from the original plans may require a permit modification with the governing water management of problems and malfunctions. Preventative maintenance will be performed in accordance with the 16.0' ......._ .. -. -14.0' district. direction presented in this manual. Typical routine procedures include good landscaping and nutrient _. " d. If significant amounts of trash are evident, or if illegal dumping becomes an issue Corrective actions 14.0 _. _ 11.....: _ _.._ TEMP SWALE 10.5 l 12.0' g P 9 t1o.2 -- - management practices, regular mowing, debris management, and regular inspections of the stormwater . _1...:._ 1, 5°Lo . ......._ 4 _._ _._._..._.._._.. _ _........._.--10.0' -----�- g 9 9 9 Y -•-�- ------ -----------_ .-----_---=-......----------- - necessary. ............ -__________________________________ management system to identify potential problems early. _--__ such as installing In fences, posting signs, or installing Inlet inserts may be n 10.0'-----�- s applicable) a an -found to need repair or ----------- ----------------__grease separators and outfall skimmers are, 8•0' ............. ..._...... _....-......... �1 -- -----._.___._ _.._._._ ...........____......--____._-_-.___ _.___.. .._ __ __ �°.____.__.. s.a Corrective maintenance includes he fun i ri 1 maintenance tr r h r it correct replacement, use the original product as specified on the permitted tans, or a substantial) equivalent - _.... _ __.._.._ ._. ...:_ ...... ... _ �� Correct t ct o a procedures es that are required to co ect a P Y q s.o' - - - - 6" THICK + product. Replace in accordance with the manufacturer's specifications. If damaged, skimmers should ____:..,_.................. _.:__ e.___... _.-_._ ........._.r.. 4.0' problem or malfunction at a Stormwater Management Facility and to restore the facility's Intended P _...._..._..........._.... __d'p -..._ _......___._..P�y ..._.. ..._..------....._...._....... CONCRETE 4.0----.-. --- operation and safe condition. Based on the'severity of the problem, corrective maintenance must be be replaced with the original material (typically aluminum or fiberglass), and installed with the same performed on an as needed or emergency basis. By its nature, corrective maintenance is much more dimensions, and at the same elevations, as shown on the original permitted plans. A SECTION THRU HIGHWAY US 1 FACING NORTH difficult to schedule and budget for and, ultimately, is generally more difficult and expensive to perform c-501 SCALE: 1" =10' than preventative maintenance. Good preventative maintenance will reduce the costs associated with R _ F EXISTING BUILDING f y identifying INSPECTION REQUIREMENTS 120' ROW 12.48 EXISTING corrective maintenance b identi ing and addressing issues early. v I CONCRETE GRADE 4.911 i l EXISTING PAVED HIGHWA SWALE 10' L.S. Routine (Preventative) Maintenance Plan / i The Operation and Maintenance entity (HOA, POA, owner/ operator) shall ensure that inspections are 4' BIKE CONST �S conducted to ensure the s �+ a. Routine mowing of the dry retention basins and swales should be conducted monthly_ Inspect the dry ystem(s) are being maintained as designed and permitted. Specific attention shall 28 10' LANE 12' LANE 12' LANE LANE 12 TURNLANE 6 SW� 1 * '1- - `- retention basins and swales for signs of erosion. Check for erosion on the side slopes of the dry retention be made during inspections to ensure that: ,, # _ ._- ... _.... ____..__.___._........ J . _16.o basins,within swales and around pipe outfalls. Document an observed erosion issues and implement ............... ....... sFs> �. ;,n I EXIST GRADE+ PP Y P -____. _......... _._ ___1. All erosion is controlled soil is stabilized to prevent sediment di 16.0 .:..... _. _.. .. . _ .... ___-_ � .__ _.___ _.... ..........___ ....___-_ corrective actions for y erosion sues , .... ........ . 11.2 ect ve n on is 14.0........ ..................... . ._ ...... _, __..._ ` _:....._ . _..._ 9.3. f "t0.5 --------------- ----------------------- ------ - -'------- ------ 14 0 p discharge to receiving waters T 12.0' 2. To keep system free of debris, trash garbage, oils and greases, floatables and other refuse __ - $° =--__ __ _ _..'.._ _____...._. _ I 3. Ensure oil and grease separators, skimmers or collection devices • 12.0 - 1 4 1.5/°-A _ 10.o b. Existing (to remain) or proposed landscaping and vegetation within retention areas and swales should g P g properly - �1_ _�_ >, � 60_ _ c ec de ces are working .._-�__- _------------------- --- �ry '� .._._..ti' - 10.0' -]-- - ----_--------------------- ... �� ---S.o I be visual) inspected and Tuned trimmed and an dead vegetation limbs aim fronds removed and 4. Structures have not become clogged or choked with vegetative or aquatic growth i............................_..... ... ._ I ....... _�ti.....- - ..... - .,........ 9� TEMP SWALE.:.. 10.2 -_..... Y P pruned, Y 9 (limbs, P ) gg g q -------------------------------------'--'------ _..._ __ _.... _ .._. _ ... __.__ ...... ......... -s.o' all exotics removed every 3 months. 5. System components have been maintained to remove sediments debris and other deleterious materials 6.0' ........ ......... `9g�: :._... ......... 9s�..... .. _ ._.... _. OOa, _ ...........: ,�°' 6" THICK TYPE'F' INLET 12"x12" NOTCH - - t0 ensure systems continue -- -- a.o' a sy e s con nue to perform as designed and permitted uONCRETE N. INV.: 8.7o IN sTRucTuKt I c. At least monthly, inspect and document an damages (cracking, subsidence or deterioration to the • a.o Y+ p y g ( gT ) 6. System components associated with nutrient or other pollutant removal are in good working order. B-1 SECTION THRU HIGHWAY US 1 FACING SOUTH structural integrity of the structures or pipes. Monitor minor damage such as dents, rust, or minor cracks 7. Maintenance togs are reviewed to ensure devices are functioningproperty and are beingreplaced in P P q- C-501 for indicators of when repair or replacement is required intervals recommended in the O&M plan P SCALE: 1" -10' P P Y 120 ROW R Cl. At least monthly, review and inspect landscaping practices to ensure minimal amounts of debris and Inspections , grass clippings are being introduced into the stormwater management system. Yard debris should not be spect ons by a Registered Professional EXISTING PAVED GRADE 4.9 blown or dumped into the inlets, swales, or the dry retention basin. Applications of fertilizers to Inspections and reporting should be conducted in accordance with the ERP permit conditions, reported to HIGHWAY SWALE PROPOSED DRY RETENTION - WIDTH VARIES �...f I _ �, landscaping should be minimized, and applied only according to label rates, and published the state permitting authority. utilizing Form 62-330.311(1) "Operation and maintenance Inspection 4' BIKE CONSTI 4r - recommendations from relevant sources. certificate" and Form 62-330.311(3) "Inspections Check List" within 30 days of the inspection. LANE 12' TURNLANE 6' SW OL = 12' I I e. At least monthly, check inlet and outlet structures, pipes, and swales to ensure they are functioning Within 30 days of the failure of any systems or deviation from the permit, a report shall be submitted to the R.-_----------_..____.._......_.._..__........._._.....__...___._.__._ -16.o properly. Inspect and document whether pipes, structures, Or swales are blocked with vegetation, „ 16.0' - - ;. < -. Pro state permitting authority utilizing Form 62-330.311(1) Operation and maintenance Inspection certificate �a4 _._.. _.__-........ _........._.____ . _..__.._._.._.: _...__ . _... _ _... ....... 1a.0' sediment, debris, or other obstructions. Sedimentation in the flow path can clog inlets and outlets and Y� 11.5 11.5 - describingthe remedial actions taken to resolve the failure or deviation. .... ..................._..._10:5 _._..... _.1­._._.____..._...... ._ ......._ ._... - -.1 : 12.0' reduce conveyance efficiency and infiltration. Remove any blockages to restore the proper function of 12.0' _..... , �` t 9.5 8.5 8.5 9.5 _ - 4 1.5 /o tem. 1 _ ---... - - Wit____--- 10.0' the system. 10.0' _- t1.... r _____- _- �__ ,_ a _ 8.0' FREQUENCY OF INSPECTIONS BY REGISTERED PROFESSIONAL 8.0' t___________________ __� 1r I �`� _ - f. An additional inspection should be made after heavy rainfall events, and in advance of anticipated major 9 ....... _..__. p 6.0' 6.0' __ ..j 6- THICK EXIST GRADE "' 02 4 0, rainfall events, especially prior to forecasted tropical storms and hurricanes to ensure systems will be _.... 4.0' - CONCRETE - free of obstructions and can perform as designed. OC_501B-2SECTIONTHRU HIGHWAY US 1 & PROPOSED DRY RETENTION FACING SOUTH Tyge of `system• Frequency Location OtherSCALE: 1" -10' g. At least monthly, inspect, collect, and dispose of debris, trash, and other waste materials at appropriate Dry Retention 3 years North & south corners of the site n/a R 5' S/W disposallrecycling sites and in compliance with all applicable local, state, and federal waste regulations. and perimeter swale EASEMENT Document any significant findings or illegal dumping activities. interconnection along the NE & SE 80' ROW y _ _ perimeter of the site i h. As applicable, verify the proper operation of oil and grease separators and outfall skimmers to ensure EXISTING PAVEMENT 10' L.S. no discharge of oils or greases. Inspect and document the maintenance of the grease removal BMPs. Inspections by the O&M Entity � 1 CONST. I Replace in accordance with the manufacturer's specifications. Skimmers should be inspected for any At least monthly, and concurrent with the implementation of the regular°Routine Maintenance Plan" the ROW 17.54' 18' LANE 10' MEDIAN 18' LANE CONST. 12' 2' CURB _7Y92 damages that could result in the discharge of greases and oils. Document any necessary repair efforts O&M Entity shall perform an inspection of the Stormwater Management System. After each inspection, TURN LANE maintenance operations shall be directed as necessary. A regular inspection means the visual inspection ._. _. _ _._.__. _.._ 16.0' Outfall structures, grease separators, skimmers: _:._.. ___....._.__..........._......__..............___....._.......__..._____�......._------- - CONST. ,= - of the facilities at scheduled periods to check for any signs of deterioration or functioning of the 16.0r ': 14.0' constructed systems. The O&M Entity shall ensure there is a monthly Inspection report/ Maintenance log -- �' SW 10:5 TEMP SWALE -- ip Lcc To WeirlOrifice Dios Inv outfall desc 14.0._ ......_._. 12.0' _....._ - - prepared (utilizing Form in Appendix C "Operation and Maintenance Inspection Record/ Maintenance -- --- - - ^�+ I \� D-10 RET 23.57 (2) 36"wweir.Inv 23.07 20.18- 18.1h8.0 Type Dwith baffle, RETtoCR512 swate ++ _ _ _ ....... 1� _-------------------=-- = = -=--- _ Log ), and it is reviewed by the O&M Entity and that the O&M Entity keeps records of each monthly log, --' ------------ -_ __-------_ --- .__..__...._._w.... _ - _.._- -so and this to will be made available to the Registered Professional for review at the time of the required 100----------------------- __ ------ ---- ----_--- - - - f _ 1 - ._ 9 ........................... - - __. 8.0 -- - '-------------------- ....._.. _JS ____?� . ._ __..__...____- ___.____ ... fig___.-_._.......-�3y VARIES 10.15 - _.-__.__ 6.0' Inspection by a Registered Professional. If the monthlyinspection identifies issues that are beyond -- - TO 1 6.01 fig....... _::........_............ .. ..... .......__ ��5......_........_ _ -.- 90 Ar �s '� -a 0 Corrective Maintenance Plan deviation from Y - ��_........_.__..._.1._.....__...__- -_ ..._.....___..._ ___...___...__.__.___.___ ____.-..____._.. 0_4 d repair may be evidence of a system failure or devia ' f the permit, - routine maintenance an and ......._. SLOPE VARIa.o' -- -----g P y P Y P 9 regrading the O&M Entity should contact a Registered SEE PLAN a. If significant erosion is observed, the issue should be resolved b re airin / re radin the eroded Y g'stered Professional to conduct an Inspection. C SECTION THRU SCHUMANN DRIVE area and stabilizingthe repaired area with sod. An repairs should be made to restore the site to the C-501 SALE 1-`10r original permitted design condition. Repair undercut and eroded areas at inflow/outflow structures. R Upon failure, perform total rehabilitation of the basin and restore design storage capacity. Excavate 80' ROW the basin bottom to expose clean soil. b. if significant clogging of the pipes or inlets is observed (i.e. the blockage is greater than 25% of pipe CONST or Inlet opening), the blockages (typically sediment, debris, or rubbish) must be removed. In some ROW 12' 18' LANE 10' MEDIAN 18' LANE 1T ►�.5.'-S-W.- cases, the blockages can be removed by hand or with common tools. If the blockages are more I severe, use appropriate cteanin4 methods. such as high-aressure water blasting or hydro -jetting, to - I ...... _ ........ ._ ... . u._ �_ - _ - __.... __ - ----- --...._...----___-._-_.. __ _............... _ _......-.._.._....................._..__.._..._._.._.._ 12.0' ---___ _______ - - - - - - ------ 10 0'-....... _ _ _... -- --- __ F. x------------------ L -- ro s 8.01 6.0' .• .. S _;`9�?S, -'a+� 'dam • � �„ -REMOVE MEDIAN - CONSTRUCT AUXILIARY D SECTION THRU SCHUMANN DRIVE C-501 SCALE: 1"=1a P 120' ROW US 1 (SR 5)10, EXISTING PAVED HIGHWAY ti STABILIZED 4' BIKE GRASS 10' PAVEMENT 6' 4.3't 12' TURNLANE LANE 12' LANE _ 12'LANE 10' LANE _ t 14.0' .._ . .. _ ........ 6' CROSSWALK _ _. SAW CUT - - - ..... _-.. ----._..... -BUTT-JOINT .......... _..........................- 12.0' _ 2.0%98 - „' �� . ----- ----- - ___-�_ __ _ -- ------------- - _-« ---- - 8.0' ._. _._ _---------------------------------- O 0 6.0 _ 1' FC 9.5 - �B �`'d? a9� - 4.0' 4.0' - 1.75"SP-12:5 `2 ! - ++ I r 12" STAB, BASE SUBGRADE E SECTION THRU US1 V.A.C. - RIGHT IN ONLY SCALE: 1" =10' 16.V _...-11. -14A' 10.2 _. 10.0' \ TFAAP SWALE - - 8.0' -4.a �f OFF -SITE 5U.E. r LOT 1/,- 3' _ 8' _ 10' SWALE VARIES - I I , 102 TO 10.3 140 ........... _ __. _..._. .... ... ____..I 1 14.0' 10.0' _ ............ . -- -- 1-......- -10.0' -- ------------ ---------- ------ --�--- - --- ---- - B. --- -- - -- -- - ....._........ ... --- _ 0 M.E.: 8.5t - GRADE BERM 6.0' ....... g---___-.bra _.............. _ _ - ---- 6.0' 90 Q,• EXIST GRADE 4.9 4.0' F SECTION THRU WEST PROPERTY LINE FACING NORTH C-501 SCALE: 1•=10' PAVING SCHEDULE - OFFSITE WIDENING -1.25" FC-9.5 -1.75"TYPE SPA2.5 -16" MIN.' COQUINA (LBR 100) 'NOTE: PROP. BASE MUST EXTEND AT LEAST 2" DEEPER THAN EXISTING BASE, AND MUST BE INSTALLED IN A MIN. OF 3 LIFTS. OPTIONAL 10" COQUINA (LBR 100) AND 12" TYPE W STABILIZATION OR 16" COQUINA (LBR 100) GENERAL GRADING NOTES: 1. ALL SIDEWALKS, NEW & RECONSTRUCTED SHALL MEET ADA REQUIREMENTS: 1.1. MAX 2% CROSS SLOPE 1.2. MAX 5% LONGITUDINAL SLOPE 1.3. MIN 5' x 5' LANDING AT CHANGE IN DIRECTION, AT 2% MAX SLOPE ALL WAYS 1.4. MAX 12:1 SLOPE, MAX 6' IN LENGTH FOR RAMPS. LENGTH MAY BE INCREASE IF HANDRAIL IS PROVIDED 2. ALL SLOPES 6:1 OR STEEPER SHALL BE STABILIZED WITH SOD. 3. PAVEMENT CROSS SCOPE SHOWING 0 2% IT SHALL NOT BE LESS THAN 1.5% 4. SIDEWALK SHOWING 0 1.57.. IT SHALL NOT BE MORE THAN 2% OR LESS THAN 1% - � N N NIn �V - Q o b o a o Z W W W o o U Z U O 0 0 ° 0 o � V o W M ~ 0 0 0 o LL LL U W w w a. a a W W W W o v o O N (n to II N C) � � a z z a W Ignm � BB a a.ad Z V Z o E CO U J 0 N CO coJ � Q Q ° Cr. W Oo LL cn QCt00�I jo�oU0 C Z o Q E QWoW-J • 0 CO Q O Z80w �- � o > W W Z O N Dwo '= W J �LLZ:)N Z O 1- W� m Q MM LL LL. W W F W Q 0 >_ `4 �(0 J ' j -Q ti N r W 8d 0 Z_ Z 0 � Z Q O � -JW I-- v) Z a CL Z (0 Z Z w Q 0 Q� �fJ7(,()C> Q J cn (AV()V W LaJ w � 0 J O W W O >_ C" F- XVV(~/) ENGINEER CERTIFICATION SCHULKE REG. N . 47048 ❑JODAH B. B TLE l FL. REG. NO 57396 FL. REG. N 57605 FA B ET , 501 OJEC T NO. 22-031 J Cq O 0 InLO 0 GRAPHIC SCALE - .� �= EX FM ■� �� �� EX FM I ^ SCHUMANN DRIVE (80' ROW) I EXIST LAKE S o $ o ® so tzo t EX FM .� �� EX FM ✓ EXIST PAVED ROAD 8' .75' - 0 15 30 si O EX FM ` V I 6' SETBACK a a a a a o o M CONST 6' > W � i 2, SIDEWALK / �X F ( IN FEET ) ..� EX FM _ `f IF - ��� �. EX FM' 1 inch = 30 ft. � � EX FM � .� � EX � ' � .- N M 'C N RAILING -. EX FM EX PRM S89'57�� % EL. o A f SOD ALL DISTURBED AREAS o N FM A awE N --zwc�,----- Ow o 0H: c.� � MAX. EL. B TOP WAL _ .... ......._...... ..::....._ o 0 j' a ac x y l x$� _...__...... _. _... ��,r ._ ...... - _... 14.0' F _ _ - -- a+I owE OHE owe O CHE DHE OHE OW OTOA. - art aac awE � "_ ta.5` 14.0' - --- �, EL 11.Ot v vi o �_ cS: 12.9 --`. sr �r,r owE owE 0HE OwE 4F1E-- awe oHE owE /-__-.-- =_- _.._..... __._ EXISTING RETAINING ..12.0' M u' tS ( _ TYPE - ._FCURB - ........... ........ CQ----._._._---_ ... _ _.. _.._.. ... . WALL-..._............ 8 0 f 0 o �i 10.3± B.o' _..._ 12.5' Y iu _. __.._ o �� • 6.0' ._ _...._:._ . _ _. 4:1 MAX SLOPE _ W i a Toe roe -mac- ros coa roe �� o z O o o �, �n TooQ c� 5 SIDEWALK W/ 9" THICK NED toa 211 roams_ _Toe SAW, CUT, REMOVE 0.08' TO .25' EDGE AND GUIDERAIL PER Cis g 'o _�- EOP TO CREATE TRUE STRAIGHT LINE FDOT 515-070 PG. 5. W=Es2� T i 8 2 ` i ola roE - -' TOE '`�t�� T� lqy TO ABUTT CURB SECTION 2 SEE GUIDERAIL DETAIL BELOW W 8 an W I �WJ8Wo TOE '• TYPICAL SECTION FOR �WEF� W�5 `--__._- 'TOE - °�° L=95.43' GRADE - '� � >9 soe a� �52'04'28' ar SWALE 11a SIDE WALK ADJ. TO LAKE P 30 SE8dmE a R=105.00' o , SCALE: 1"=10'-0" 1g in o t„g CHB=NO08't5"E W Wy _ - _ - - - h •( •: \ - CHL=92.18' -- �° - - - CONST- � xTss VARIES 5' SW TYP. OF 15 PALMS EXIST ELEV. PER RELOCATED FROM SITE xao �LANE PLAN 16.0' v t 16.0' I _ CD LAKE ��/ x°� x 14.0' -_- 1.:5°Io 4 _.. _.:..... ..14.0' U z O V E S 10.0'------------ EXIST GRADE / - i10.0' co N I 1 01 - ....... _............. _.....- 4 GRADE/ SO .... 8.0• a) ti 8. _ w"t CONST. S/W W/RAIL \12� _.. _._ _........._ _ ...._ DISTURBE . .:..... .. 6.0' C) S AND THICKENED EDGE FOOTER 6.0 - AREAS 0 Q �Y REPLACE 6" WHITE Lt- can PAVEMENT MARKING a 3 SECTION THRU SIDEWALK ALONG SCHUMANN DRIVE Ll. �O 00 ^@ EX` END S/W TO FEC R/R `at Q C-51 Q SCALE: 1' =10' ' 00 V - FINAL PLANS TO BE SUBMITTED W/ �^ 1 ( EXIST 1 S/D CONSI RUCTION DRAWINGS) NOTE: GRADFS S �VVN CORRESPOND TO :;: FUTug"DRYRE Z o W RETENTION EL. A AND EL. B 0 SIDEWALK DETAIL'X' (UNDERGROUND OF 0 W o pwD Q a �i WALL o� l hQ:4.' t{JIMUM ADDITION, \ ` \� Iy EXAMPLE: x O p� ,BOTTOM - EL: 8.r Z 02 1 _ Z N n / _ LL.. Sol ` C 510 TOP • EL: a' 13.5 - EL. RAIL AND �"-` 301 _� 12.25 = EL. B .:::: to , �_ GRAVITYWALL �. :::.:;� / • h,,� j- ~ Z O �� "" VOLUME: ,150 FT° 14.2 ± eoj s 301 \ .::: ti,' CONNECT TO EXIST S/W - 301 �_ EXISTING TYP. ^ = �' _ Q C 13.8 =� e2 °° fE Guiderall &Anchor. Bolts ttg p u WATER MAIN CONST. A�)O 1XV xO w N \06 STATUE 301 a,. .N �.: Z = LLJ O \ 4:1 TO EXIST - �- WATER SERVICE x ::: �X: C)3% - 0 4 G.V. SERVICE POINT TYP• O Base Plate with Shim I„u Q14.5± .�� �-`�EX W -' X yMt d' 3��FOR FUTURE PRIVATE plates (as required) (Typ.)•► •:•: �'_30LIFT STATION CONNETION �`� NRA ROAD •aair X Z OTRA�S 5+ • �,� '�z.�,. , 115± 8 .3 _ FV atj2 %e' Thick Bearing Pad (Typ,) W O EI�CTRICAL } .E � 13.5'± `�• '•�, G 10 .• , �" +'. " F CURB TYP. Fk o (ssl sclsoLP Z a �\ BOXES � � / � 12.25 v �' �'�``' @::: \ CHAMBERS � TE (a' ILL Standar) M r j m °. _ .. 14.69'- e r g .. ,�� 12.34,± •'•::. Q J J FUl N W.,LQ .. LU X11 °y 18.0 ± �' t 4 r 6 v Bes ez �� :,�; °� DRAIn l Slope 2% Max. (away q U N x ,° x \ 12.4±E� 'o e ! _, .! .l,u � N ;�y N 1a.10 60 9 h ..+.� i P _ -•X5 31 1 f LL �0. g .... 1E.tt6 Na�-((E . •�w : SA ' ,\X / // pn• K` - '` °y - _ 11 .� ± P NN z OI \ ' QJ \ xt'' �e •OAD ts.Tz -ie� -- ;� s X e . F ro r „' r ;: ti 0 ` x'r 13 .a CROSSING AI ° .• �• , a �: Imo, .� x+ _ '2. x10 U.E. rt x 'o CONST. ti m II z N SEE ALTERNATE �j �' � $a ac o DETAIL - _ 1- e EX / cr' s �� ',CAILROADI i ��@ _ Q , a gty "SIDEWALK r , � 1` CROSSING �� o E,F,y `"� ` Kt23° °t "� CONST. . m I, DETAIL X FOR , W ,�. �o * a �`yr �te.08 ,9.2 tao� 4, �THIS AREA ` FHA` M CONCRETE F \ E tage ,� °' fr a• �/ ` "` �T42632' ` " x 5'x20' ° " x F4- *� ,,.eo �t U.E. i G D m t e 1° X 4M txa9 ,� .- ` HB=N 228 �' E EXISTING x CHL-96.05' `� �2i Z 19• ,9� / I CONCRETE �` '_ ' ,ate x ax I DRIVEWAY FORCEMAIN ,�•`ry4 _ 10.9± x :`.. TYPICAL SECTION ON GRAVITY WALL � Z ,b•„ 0° x / FTJ` x`' - � (Other Retaining Walls Similar) Z Q .6 x`0' / RAILROAD X °, =,, ' w 6,± 11. • LiJ M CONST. 4 F. M. o- 10 \ \ x \ C►SIAR d� H.D.P,E• F.#-,•°° .� � FDOT PIPE GUIDERAIL" � Z DIRECTIONAL 24"x4'TAPPING '`� w, F FDOT INDEX 515-070 W \ X p'�°�, b BORE SLEEVE AND 4" �` S CR G �! � SHEET 5 OF 5 O V) GATE VALVE x Ld °4 x` CONCRETE ,� x `s '° °� DRIVEWAY ro.rs - \ x19' e a x,�• 1 x�° REMOVE EXISTING MEDIAN AND 'a F`I cc ;; m CONST. 12' LEFT TURN LANE 'Sty 10'-, - � � °e x+°' . °°�o . �. , a� CONST. 10"xs" x,°.45 � SIDEWALK DETAIL'X'Iw`- � `� FDOT INDEX 515-070 ` \ �4�a -P* 29 9.13 ° Sn 4x TAPPING \ xo- SHEET 5 OF 5 - I 0 teat �,RAILROAD X '>> a �� a CROSSING ARM ' x �, '�` xb`° SLEEVE AND roso, �`O ',; Lt - 0 a x e x FI Guiderail & Anchor Bolts j L�• f (TYP) � x� - ' 2 F p ty� F x 14,29 x' z '&� tA x, -'--- 3a1 �-� LAKE optional 4-Bolt t;Jl 9 ab� Anchorage 6" Standard, rd x ,� . "'_ 3QL -� (Shown Dashed) 7r/2• for Ramps Z S 30 F requiring handrails t requ g o RETAINING WALL - -i' Q EXIST RE7 �1 _ _ 30z - _ _ _ ofvARIES 5.18' TO 21' F�' a- sidewalk with � Q � - Q C1 'i Thickened Edge m �� 9"THICKENED '40� Slope 2% Max. (away = (/) -J Q from drop-off) rop-off U ...) � m FOOTER Q w SLOPE Z ` \ 4:1 MAX 7 t . z C Q_ LL � 4NM X e ® ® EX Edge Shim 2 - -" 0 Anchor Bolts (�') `� o o, W L+- ` ® ® i�'V ® X ® )�� 1 1 (8" long x with Hex Nuts & Washers. ago ;. w 0 � J \ ® EX" wide x _ thickness + + + + + + + + + + + + + N + + + + + + + + + + + + + - m + + + } + + + + + + + + -P� + + + + + + + + + + + + + + + + 4 „ m �' O X U W V +3.42 + + , + + + + + + + + + + + Base Plate ! * `� + + + + + + VARIES 00 �( _ 4- + + (S MIN. REQUIRED FOR 3 ti° STABILITY OF RAILING - HANDRAIL' 2' F CURB ' - �. ' Full size shim Plates u when required for TYPICAL SECTION ON CONCRETE SIDEWALK \ rr i i height adjustment 'ENGINEER CERTIFICATION, j EOP 6" WHITE' II 1%• (Min.) wideHULKE REG. N SC47048 - %e" Thick Bearing Pad (Typ.) DETAIL OF PROPOSED HAND RAIL ALONG SCHUMA" NN DRIVE bedBon in Adhesive ❑AFL. R e. el I E scALE:r"ra Bonding Material GENERAL GRADING NOTES: / FL. REG. No. 7396 1. ALL SIDEWALKS,' NEW & RECONSTRUCTED SHALL MEET ADA REQUIREMENTS: 1 ❑ WILLIAM P. ST DDARD DETAIL "F" (OPTIONAL SHIMMING DETAIL 1.1. MAX 2% CROSS SLOPE FL. REG. No, 57605 ! FOR CROSS SLOPE CORRECTION) 1 2. MAX 5% LONGITUDINAL SLOPE LENGTH FOR RAMPS LENGTH MAY BE INCREASE IF 1.4. MAX 12:1 LANDING AT CHANGE IN DIRECTION, AT 2% MAX SLOPE ALL WAYS - 1 3 MIN 5' x 5 LAN �� �� 0 (Used in lieu of Beveled Shim Plates) HANDRAIL SLOPE''', MAX 6' IN LE CRE E: p S PROVIDED AI- E 2. ALL SLOPES 6:� OR STEEPER SHALL BE STABILIZED WITH SOD. ET SEE S H E ET C V O 1 . FOR LA N D S C 3. PAVEMENT CROSS SCOPE SHOWING 2% IT SHALL NOT BE LESS THAN 1.5% 1 O 4. SIDEWALK SHOWING 0 1.5% IT SHALL NOT BE MORE THAN 2% OR LESS THAN 1% 1 IMPROVEMENTS IN R.O.W. ROJEC T N0. . � � 22-031 J l - -- _� . . - - -- --- - -- I ____ . . I I .-I I - . I . I----- . MINIMUM QIMENSION . RAMP LOCATION A B UNIFORM CROSS SLOPE TO MATCH MATCH EXISTING PAVEMENT SPECIFICATIEL ONS-CLE RwelGRADING/PAVING/DRANACPruralTY CONSTRUCTION AT OUTSWING DOOR 44• 60" ��oQ� EXISTING AND UNTO ROADWAY O MATCH IFORM GRADE PARALL REPAOV MEANT EXIST.VE TYPE SP 9.5 ASPHALTIC CONSTRUCT D.O.T. g' 12„ E.O.P. GRADE, THIS CORRESPO GENERAL I AT INSWING/SLIDING DOOR 44" 48" �' ANDS CI ELEVATIONS AT LIMITS OF WORK CONCRETE SURFACE; PRIME 2' 2.35' TO 'TOP ELEVATION" LISTED ON IT IS INTENDED THAT THE FLORIDA DEPARTMENT OF TRANSPORTATION "STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION", LATEST REVISIONS, BE USED - ,yam 01 - - _ - - ,� . " - WHERE APPLICABLE FOR VARIOUS WORK AND THAT WHERE SUCH WORDING THEREIN REFERS TO THE STATE OF FLORIDA AND ITS DEPARTMENT OF TRANSPORTATION AND NO DOORWAY - 36" 36" - �i - - COAT ALL SURFACES AND EDGES - ) - - 3/4" R. _ SCHEDULE - Q MDSMMNlgerwaCIIRmraaa J61T&M1t4776 MM[ilff®tBFLW MMZFDIWIiAnNORM013 MMVMCIHIV'MMOVtBE)VM ®RM@ XGUEjZHI1 MBtrtM81SNG16tS KNDARD - - • - :': - - � - 6^ PRIOR TO SURFACING - ( - SPHDJEt4EUl8PinDRA3.Dm ,m .. wn ft�il'ANSKRB $�JF3H M18PE•GIFMTIQSIURMECHISMRDDB N MTAl¢HE , ::: - - ' � , ' - : • - (NI _ N _ - _ - - - . ` _ � -_PAVEMENT _ _ - O c c c o �f WCUT TO A STRAIGHT N. - N RMRSI:)kMRPoOOP.JARSI NDM-PE MImNFEsrr�T[PMaTMtiLTl1RSffURmr¢gLWSEaseMO0,,T.MERGOWIVRPMUeaeteMR ER,ARRED-rL4, �SePt9EBErmFARr of - .: • . • -a_ : - . � : • . - - _ _ 1" SP 9.5 (T.L. 'C,) T - - .. - sHglsT� s�niB mmaLso�e EGFICATIONS, ALSO. NOTES: .t� '.: i . ' : � ... BUILDING WALL AND TRUE EDGE ^� .9, 1 � ALL WORK SHALL BE IN A WORKMANLIKE MANNER AND SHALL CONFORM WITH ALL APPLICABLE CITY, COUNTY, STATE, AND FEDERAL REGULATIONS AND/OR CODES. THE - 1. ALL ACCESSIBLE COMP N T • .:.v ' : ' � :: ' OR 6"x6" CURB - - - - - .J TRUNCATED `� - - - O EN S CONSTRUCTED A P - - S ART OF THESE - - .s . I I CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR OBTAINING ALL PERMITS AND LICENSES REQUIRED TO BEGIN WORK • ' . �� .:. ; : � ; •' ... _ _ ... _ .. - . i _ - � ill - n � r � - , ., - cA - � � O THE CONTRACTOR SHALL GIVE THE ENGINEER 24 HOURS NOTICE PRIOR TO REQUESTING REQUIRED INSPECTIONS AND SHALL SUPPLY ALL EQUIPMENT NECESSARY TO - PLANS SHALL COMPLY WITH CHAPTER 11 OF THE FLORIDA - . �Ac . _ • - - , . ' i :y 11-1/2-TYPE $P 12.5 T - ci DOME d 1: - n a - - - - - - z - z � _ PROPERLY TEST AND INSPECT THE COMPLETED WORK BUILDING CODE. - - ' : ' - - /. ///. ///. ,� • oo - ( •L• 'C') cv N W - c - w w z DETECTABLE WARNING . rt ah+ // /// /// 1 '� _Q 4 a. Lu g w THE CONTRACTOR SHALL GUARANTEE ALL WORK AND MATERIALS FOR A PERIOD OF ONE YEAR FROM THE DATE OF PROJECT ACCEPTANCE, DURING WHICH ALL FAULTY - - - - - - �////%////f I 10°COQUINA SHELL COMPACTED TO - --{/�► _ _ _ .--. � aD 2 CONSTRUCTION ANDIOR MATERIALS SHALL BE CORRECTED AT THE CONTRACTOR'S EXPENSE. (SEE NOTE 10) - . i • ' : • , d+- •/// % j//%/ { V O 1 _ a0 n a. qQ - _ _ O H O 2. ACCESSIBLE ROUTE TO ACCESSIBLE SPACES, BUILDING .° ; : _ // ,//// j j 98% MAX. DENSITY (AASHTO T-180) EDGE OF `I I ° / v w ,o vo ENTRANCES, AND PUBLIC STREETS SHALL NOT EXCEED 5 /o / �// I DOME PATTERN 2 N CLEARING/GRUBBING 6+: .:: : - C \ DETECTABLE \ O o THE CONTRACTOR SHALL COMPLETELY REMOVE AND DISPOSE OF ALL BUILDING, TIMBER, BRUSH, STUMPS, ROOTS, RUBBISH, DEBRIS, INCLUDING SEPTIC TAN BUILDING - o - - ' : • . \'� ( _ - - - RUNNING SLOPE AND 2 /o CROSS SLOPE. \� \� \� \\ 14' SHOULD BE 24" (n v o o FOUNDATIONS, PIPES, ETC., WITHIN THE OMITS OF THE ROADWAY CONSTRUCTION, ALL AREAS WHERE STRUCTURES WILL BE CONSTRUCTED INCLUDING PIPE CULVERTS, - - - . • .. / / f : , \ 12" STABILIZED SUBGRADE FBV 50 . WARNING t^) - - _ _ - - - - AND AS OTHERWISE DEPICTED IN THE PLANS, ALL IN ACCORDANCE WITH SECTION 110 OF THE FOOT STANDARD SPECIFICATIONS. LATEST EDITION. - - - ' . • ..:. ' ! . - E : ' ::: ' :. - \// \//\//\/�\/ J //�� 9$0 ( ) O - O v - ALIGNED - - - - I - - - U Q s �,�\,�\,�\,�\ *' �\ ( /o COMPACTION AASHTO T-180) NOTES: M F 3. CHANGE IN ELEVATION WITHIN THE ACCESSIBLE ROUTE IS NOT TO '_ : / f ° T ' : \ WITH THE O o � % .. i , MIXED TO A HOMOGENEOUS MATERIAL TOP WIDTH OF THE DOME SHALL BE A 1. FOR CURB,GUTTER,AND CURB AND GUTTER PROVIDE 1/8" - 1/4" JOINTS o 0 0 0 THE CONTRACTOR EXCEED Yz' WITHOUT A CURB RAMP. ' • `�*,:. ; ' : oQ� REMOVE EXISTING BACKFILL MATERIAL \\ �\ \ /\ \\�/ _ I DIRECTION ° O TS AT 10 THE CONTRACTOR SHALL PERFORM ALL GRADING NECESSARY TO ACHIEVE THE PROPOSED PLAN GRADES, FINAL DRESSING SHALL HAVE A TOLERANCE OF 0.1 FT.+• FROM . ' .` i✓ AND GRADE UNIFORMLY T R /�/\ \ - - _ -- MINIMUM OF 50 /o AND A MAXIMUM CENTERS MAX. - THE PLAN CROSS SECTIONS, GRADING SHALL INCLUDE ALL SHAPING, ROUGH GRADING, AND FINAL DRESSING REQUIRED FOR THE PROPOSED ROADWAY AND ROAD - - cow o O RECEIVE - /, 12"' �/ 1 - - OF TRAVEL ° M OF ( ). CONTRACTION JOINTS ADJACENT TO CONCRETE PAVEMENT W w w w - 12"MIN, THICK COQUINA BASE . 1 \� 65 /o OF THE BASE DIAMETER. ON TANGENTS AND FLAT CURVES ARE TO a a a a - EMBANKMENTS WITHIN THE LIMITS DEPICTED IN THE PLANS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING THE FINISHED GRADES UNTIL CONTRACT 4. UNLESS OTHERWISE SHOWN ON THE PLANS, THE MINIMUM CLEAR - - a� FILL COMPACTED T - MATCH THE PA - - \Y O PAVEMENT JOINTS > > CLOSEOUT, AND MUST RE -GRADE AS REQUIRED WHEN EROSION OR OTHER DISTURBANCES OCCUR. SEEDlMULCH ANDIOR SODDING SHALL BE INCORPORATED 70 ASSIST - ti COMPACTED TO i00% OF MAXIMUM o - BASE -TO -BASE SPACING SHALL BE 0.65" - DOME HEIGHT TOLERANCE = t.02 - - WITH INTERMEDIATE JOINT ' W W w w - ROUTE SHALL BE 36" WIDE WITH A 60"x60" PASSING SPACE EVERY 98 /o MAX. DENSITY MAXIMUM DOME WIDTH =1.4" SNOT TO EXCEED 10' CENTERS. [t a o a IN THIS REGARD. HOWEVER ANY LOSS OF SOD OR SEEDlMUICH DURING THESE OCCURRENCES SHALL BE REPLACED ATTHE CONTRACTORS EXPENSE. - - DRY DENSITY AASHTO T-1BO MINIMUM DETWEEN DOMES. CURB,GUTTER AND CURB &GUTTER EXPANSION JOINTS 200 FEET. _ soo SHALL BE sT. aucusTII E OR ARGENTINE BA IA • _r' � �� ' EXIST PAVEMENT NE SHALL BE LOCATED IN ACCORDANCE WITH SECT( �` PLAN VIEW ON 520 OF �c . SHALL BE SUFFICIENTLY THICK TO SECUREADE SE STANDOFbLIVEGRA SNTTHESODSHALLBELIIVE,FR SHANDUNNJUREDATTHETIME FPLIANNTTIING,ANDSHHALLBE - - 5. ACCESSIBLE ROUTES THROUGH PLANTERS SHALL BE LEVEL WITH slpA r .•. WPAVEMENT TRUNCATED DOME - . THE STANDARD SPECIFICATIONS. - - - - - - N "' •� - REASONABLY FREE OF WEEDS AND OTHER GRASSES. THE RECEIVING GROUND SURFACE SHALL BE GRADED TO PROPER ELEVATIONS, FREE OF LARGE VOIDS, ROOTS, - THE SURROUNDING PAVEMENT OR PROVIDE CURB RAMPS AT EACH cc �d :\cg:. ' �-' DETECTABLE - - - - - 2. ENDS OF - - - lt . 5 PAVEMENT BUTT JOINT CURBS TYPES B AND D SHALL TRANSITION FROM FULL 70 ZERO WEEDS OR PATCHES OF EXISTING GRASS. UPON LAYING, THE ENTIRE AREA SHALL BE ROLLED THOROUGHLY. ALL SODDED AREAS ARE TO BE WATERED TO KEEP SOD ALIVE END WITH A MINIMUM 48" LEVEL LANDING IN BETWEEN. :k- . - SEE NOTE E 10) - N.T.S. ET. - - - _. BRusH FINrsH TRUNCATED DOMES DETAIL HEIGHTS IN 3 FEET. GLITAE T]ffIC OBE)3}HY1ID,SeHI$B.BID.MREEIXA'CE2TBYRT(mPOR>,CTOR. - EMBANKMENT CONSTRUCTION - - - - - - - - 6. THE ACCESSIBLE ROUTE IN FRONT OF PULL -IN PARKING SHALL BE - "� Q - � - - - _ - - MODIFIED MIAMI CURB DETAIL - � p •c+ - ROADWAY EMBANKMENT CONSTRUCTION SHALL CONSIST OF ALL THE EMBANKMENT CONSTRUCTION REQUIRED FOR THE PROPOSED ROADWAYANDIOR PARKING LOT, - - A MINIMUM OF 44" WIDE AND NOT REDUCED BY VEHICLE 9 Sr �� - y�� _ - N.T.$ - _ - C3 N . N.T.S. 1/4" WIDE BY 1" DEEP BUILDING PADS, DITCHES AND SWALES IN ACCORDANCE WITH SECTION 1TQ�F �jF DgT �T�Nf�p. Se�('lF ATIONS.[E.STf. IIIC�N, EMBANKMENTS SHALL 8E OVERHANGS, CURBING, SIGN POSTS, OR OTHER OBSTRUCTIONS. 1%' �30 'Qt-•- O N CONSTRUCTED FROM MATERIAL CONTAINING NO MUCK, STUMPS, ROOTS,BRUSH,VEG`ETABLE MA C" , RU�BI H, OR O R 11EL ER11 US MATERIALS THAT WILL NOT - - F "'o - - _ i _ G .. _ _ - - COMPACT TO A SUITABLE ENDURING ROADBED. EXISTING EARTH SURFACES SHALL BE COMPACTED/PROOF ROLLED PRIOR TO PLACEMENT OF ANY EMBANKMENT - - •L\ TYPE 1 PORTLAND CEMENT CONCRETE . '° - . I `. • I a ' ' ' - - � . - - . I - - . : SAW CUT. FILL WITH - - N Z � PAVEMENT SEALANT. 3 Ll 3 w 00 MATERIAL 7. ANY WALK THAT CROSSES OR ADJOINS A VEHICULAR WAY NOT COMPRESSIVE STRENGTH AT 28 DAYS ' ' ' r A. . ° - iD O MATERIAL: UNLESS OTHERWISE SPECIFIED, MATERIAL SHALL BE -TYPE 2 MATERIAL-. - SEPARATED BY CURBS, RAILINGS, OR OTHER ELEMENTS SHALL 8E OF AT LEAST 4,D00 PSI 4- q I - - - MAKE SAW CUTICOMPACTION: 12"COMPACTEDLIFTS,MIAIMACENUM TTOSMUCTURESM DRY ITHINPAVESITY H.r.o.T-1eo). - DEFINED BYACONTINUOUS36"WIDEDETECTABLEWARNING, I', , - ' < � - PC IN IL UP) - O p j f C JO T (SEE DETAIL BLOW- IMMEDIATELY PRIOR W W - -MIN. 100 % MAX DENSITY ADJACENT TO STRUCTURES WITHIN PAVED AREAS � I I_I (� I I-III-� I I-) I I -I I h - COMPENSATION: COMPENSATION FOR THE EMBANKMENT CONSTRUCTION SHALL BE MADE FULLY BY THE BID ITEMS FOR BORROW EXCAVATION - - - - - - STABILIZED SUB -GRADE COMPACTED _ _ '' - PCC JOINT (SEE DETAIL BLOW-UP) - - - - - TO INSTALLING PAVEMENT Z (PER CII.Y.), GRADING (PER L.F. OF ROADWAY OR PER ACRE OF SITE), AND REGULAR EXCAVATION (PER C.Y.) WHEN APPLICABLE. 8. SPECIAL RAMP RULES APPLY FOR ANY RISE GREATER THAN 6" �� TO 98% MODIFIED PROCTOR MAX. DRY DENSITY �EI I IEEI-I I -I � � � =' I MI � 1-1 11- . � _ _ - � - SEALANT. - 3 � 3 V 'i W EMBANKMENT AND BACKFILL MATERIAL: _ - - _ INCLUDING BUT NOT LIMITED TO RESTRICTION ON SLOPE, TOTAL 5� PER AASHTO I -180, MINIMUM LBR 40 -! 11= I I 1-1 I L. =1 I I=I I=1(1=I I i=I - - - I (FIRST PLACEMENT) - in, Z Q Q I-III=III-I (I� I j-I I �I I L-I ; (SECOND PLACEMENT) O 4 a V v) O RISE BETWEEN LANDINGS, AND USE OF HANDRAILS, PER F.B.0 �oP - _, :;,- ._ . , TYPE 1: WELL GRADED CRUSHED STONE OR CRUSHED GRAVEL (ASTM C33-71A, GRADATION 87) - 3/' TO NO. 4 SIEVE. _ - - a DEPTH OF MA • ; TYPE 2: SANDY MATERIAL, AND MAY BE UNCLASSIFIED MATERIAL OBTAINED FROM CONTRACTOR'S EXCAVATIONS AND APPROVED BY THE ENGINEER. THIS MATERIAL SHALL - 11-4.8.: - - •y �4- TERIAL PER SCHEDU - - * - :• • • '+ > . : s- LE BELOW f - - - BE FREE FROM WOOD, ROOTS„ (HUMUS, PEAT, MUCK, AND OTHER ORGANIC MATERIALS, AND SHALL NOT CONTAIN CLODS, STONES, MASONRY, RUBBLE OR THE - - - { . , ..:. • . • . _ - _.y, !... - "�Z, , �' a - . LIKE GREATER THAN 1 INCHES IN DIAMETER. \ PA �n VEMENT ,� .-' -:..,-: ' ".. 9. PUBLI SEE WRI e :. "t ._. 6 C SIDEWALK CURB RAMPS CONSTRUCTED WITHIN A PUBLIC Tl EN SPECIFICATIONS FOR ADDITIONAL PAVEMENT AND TES .. :... . .. U w TYPE 3. SELECT GRANULAR SAND MATE1F41AL, FREE OF ORGANICS WITH LESS THAN 3 /o FINES PASSING THE NO. 200 SIEVE. - - - P , • ._. _ ,� TING REQUIREMENTS• __ - - PAVEM - 7 .. ` s..... , - ..- . •.... : i - . f :. ... - - _ "�.... THICKNESS - t•Cr: W 1; i5w9_ RIGHT-OF-WAY, ABSENCE OF LOCAL ROADWAY GUIDELINES, ' - , .. •: - STAKING - I THICKNE , ... (SEE PLAN :> SS } W w SHALL MEET THE REQUIREMENTS OF F.D. .T I v . HEA - - - _ _ - C o INDEX 3oa. W DUTY CONCRET _ CONSTRUCTION STAKING SHALL BE THE (RESPONSIBILITY OF CONTRACTOR. a E TRAFFIC AR + • , ` ... - ' -, ' .., . • . ' • ' • .. -.: • • . :1 ' r y ( 11'.�,:> - a EAS ..° : EQFT aw 1 �_ SEE PLAN : : :. . :..:.: t _ 4- Y ,, STABILIZING'" - ... v... •:•T i -.;•e 10. DETECTABLE WARNINGS SHALL CONSIST OF TRUN A TYPE i POR •= '' ''� �� �g C TRUNCATED DOMES , s_ _ TLAND CEMENT CONCRETE r _... - . . DETECTABLE WARNING , . - . - l �' _ ». . ' �}} 88 `�' STABILIZED SUBGRADE SHALL BE CONSTRUCTED TO THE FLORIDA BEARING VALUE OR L.B.R. AS PER PLAN FOR THE DEPTH AND LIMITS SHOWN ON THE PLAN, AND IN PER LOCAL B I DI - U,c.: - ' 6" :: _ CC V U L NG CODE REQUIREMENTS AND FDOT .. .y COMPRESSIVE STRENGTH AT 28 DAYS OF A7 I • - • 6j z ACCORDANCE WITH S C O _ WI IPA D 4 _ IF T, 0 L T 0 , ALL STABILIZED AREAS SHALL BE COMPACTED TO AT LEAST 98% OF THE (SEE NOTES 10 & 11) `g:jlg MAXIMUM DENSITY ASTERM�NffiY AASITYO T-18�, ALL �,4T(A�HAIL 8E MIEb TO HOMOGENEOUS MATERIAL. - - REGULATIONS. tv �Z� LEAST 4,000 PSI, REINFORCED WITH - f - • 3 ' J - �� �• gZ /' DIAMETER DOWEL FOR 6" THICKWwa c3wJ't oP ��0 6 z6"-W4xW4 WELDED WIRE SHEETS LOCATED NOTE: SEE PLAN FOR JOINT SPACING. I PAVEMENTS AND DIAMETER DOWEL �' a!giq Base COURSE s?F���$ �� IN THE TOP 1/2 TO 1/3 OF THE SLAB FOR 4" OR 5" THICK PAVEMENTS. APPLY CURING COMPOUND - THE BASE SHALL BE CONSTRUCTED OF EITHER LIMEROCK MATERIAL IN ACCORDANCE WITH SECTION 911 Ef DOT �[�jNDARDy�� )FT�DNS. LATEST EDITION OR - 'L t THICKNESS - DOWELS TO BE „ TO SLAB FACE AT A CEMENTED COQUINA SHELL MATERIAL IN ACCORDANCE WITH SECTION 911 O E T�jNDA%�Q�$,P or` /j7�w(�rjlT, LATEST ED(TIOLIMER�C�C BASE SHALL BE - - 1 O LONG CENTERED CONSTRUCTED IN ACCORDANCE WITH jj��ON 20Q gF jfH E[lOj �fIN [) C DNS. LATEST ��IfMA D��MENTED COQUINA SHELL BASE SHALL BE CONTRACTION JOINT W - COVERAGE RATE OF - r - - - rl N1jlD [yP Tii FDtST QiJ����TT 1/4" WIDE BY 1" DEEP ITH JOINT SPACED AT 18" ON CENTER. 300 SF CONSTRUCTED F ACCORDANCE WITH ` TO A LATEST EDITION. THE CONTRACTOR SHALL PROVIDE ROCK PIT - - -SAW CUT. FILL WITH - DOWEL TO BE INSTALLED IN FORM WITH MAX PER GALLON TO ACT AS CERTIFICATION FOR CEMENTED COQUINA SHELL MATERIAL. BASE SEAL O b TO AT LEAST T, % OF THE MAXIMUM DENSITY AS DETERMINED BY AASHTO T-160 - - ACCESSIBLE RAMPS - 8" - STABILIZED SUB -GRADE COMPACTED TO 98% � A BOND B d C7AND TOAN L.B.R. VALUE WHEN SPEGFIED ON PLANS. BASE SHALL BE APPROVED PRIOR TO PRIME COAT, I - - MODIFIED PROCTOR MAX• DRY DENSITY PER PAVEMENT SEALANT• AN APPROVED ALIGNMENT DEVICE• REAKER AT LEAST; Q)N.T.S AASHTO T-180, MINIMUM LBR 40 MAKE SAW CUT LIGHTLY OIL FULL LENGTH OF DOWEL. 48 HOURS PRIOR TO PLACING � O E PRIME AND TACK COAT - .. - NEW SLAB. - - • � Q _ PRIME AND TACK COATS FOR THE BASE COURSE SHALL BE IN ACCORDANCE WITH SECTION 300 OF THE FOOT STANDARD SPECIFICATIONS. LATEST EDITION. - SURFACE ON LOW SIDE OF MIXED TO A HOMOGENEOUS MATERIAL SAWCUT FULL DEPTH OF SLAB A DISTANCE IMMEDIATELY PRIOR - - [ - CONSTRUCTION JOINT .J � rn ASPHALT SURFACe COURSE (L BEC :) PAVEMENT TO BE "ABOVE LIP BACK FROM EXISTING EDGE TO ENSURE A TO INSTALLING PAVEMENT . TYPE SP 9.5 6 TYPE SP 12.5 A.C.S,C. SHALL BE CONSTRUCTED FOR THE DEPTH AND LIMITS SHOWN ON THE PLAN, IN ACCORDANCE WITH SECTIONS 320. 330. AND 334 OF THE - - OF GUTTER. SURFACE ON HIGH SIDE - SEE THICKENED CONCRETE PAVEMENT EDGE STRAIGHT EDGE ALONG E - `SEALANT• - - - - ° � - MN co L- TYPE 'D' CURB G ENTIRE LENGTH OF WAIT AS LONG AS FEASIBLE TO SEAL J � N FDor STANDARD sPEGFlcanoNs. LATEST EDITION. � TO BE FLUSH WITH LIP OF CURB OR DETAIL FOR ADDITIONAL INFORMATION CONSTRUCT PORTTLAPND CEMENTCONCIRETE I "; ��O CURB AND GUTTER REGARDING EXPANSION JOINTS AND PAVEMENT. OBTAIN OWNER'S REPRESENTATIVE PCC JOINT (SEE DETAIL BLOW-UP) - JOINTS TO ALLOW CONCRETE SHRINKAGE - Q - (TYPE IL CLASS I) PAVEMENT IN ONE COURSE O A PREPARED STABILIZED SUBGRADE IN ACCORDANCE WITH SECTIONS 348 APPROVAL PRIOR TO SAW CUTTING. TO OCCUR. IF REQUIRED, RE -SAW JOINT �I 0 • _ AND 350 OF THE FOOT STANDARD SPECIFICATIONS. LATEST EDITION. PROVIDE STEEL REINFORCEMENT WHEN SPECIFIED IN THE PLANS �� - SLOPE VARIES REINFORCEMENT - - TO �� TOP OF T IMMEDIATELY PRIOR TO INSTALLING Q Q � //�///A 6" 6" MIN. PAVEMENT SEALANT TO ACHIEVE Ay" JOINT WIDTH. Z Q Q ALL CURB CONSTRUCTION SHALL BE IN ACCORDANCE WITH SECTION �` 0f%� f AN D1 CIFIf ATIONS. LATEST EDITION, AND IN ACCORDANCE WITH FDOT - - : -STANDARD PLANS, LATEST EDITION, INDEX NO. 520.001. PROVIDE COtJ RAC ION JO T. 1 TO.C. MAXIMUM. TRANSITION ENDS OF CURB FROM FULL TO ZERO �I - ' ASPHALTIC CONC. (-) 1, �- _ - ENSURE JOINT 1S CLEAN, DRY AND SIDES �/ --1 .Q . HEIGHTS IN 3-FEET. CURB CUT RAMPS SHALL BE IN ACCORDANCE WITH FOOT STANDARD PLANS, LATEST EDITION, INDEX NO.522-002. - - FLEXIBLE PAVEMENT (MIN. 1,000 PSI MARSHALL) - - -~ 1, - EXISTING - - - - . - .PREPARED PER MANUFACTURER'S ..:.::,: ....: PROPOSED Of TESTING LL in 1-1/2" COQUINA SHELL. V) COMPACTED PAVEMENT �'' / ;„ RECOMMENDATIONS. ` O - @ I THE CONTRACTOR SHALL RETAIN THE SERVICES OF AN APPROVED INDEPENDENT TESTING LABORATORY TO CONDUCTALL REQUIRED TESTS ON EMBANKMENT,SUBGRADE, . ` #��l, EDGE OF PAVEMENT - - A - TO 98% MAX. DENSITY (AASHTO T-180) j PAVEMENT - - CI = O BASE, PIPE BACKFILL AND SURFACE COURSE MATERIALS. TEST RESULTS MUST BE SUBMITTED PRIOR TO ANY REQUEST FOR PAYMENT ON THE ABOVE ITEMS. ` Z _ r Q R r , - A APPLIES TO BOTH HIGH AND LOW SIDE OF PAVEMENT, LOW SIDE SHOWN COMPACTED/STABILIZED SUB -GRADE (•) j� jj DOWEL CLIP - I . ' Q . THE SCHEDULE FOR TESTtl THE TY TESTS SHALL BE CONSTRUCTION SHALL 00 F. FOLLOWS: - , - - (98% COMPACTION AASHTO T-180) =j�// /.: (/ - BY PNA - - - �V �I A. EMBANKMENT: - - DENSITY TESTS SHALL BE TAKEN AT A MAXIMUM OF 5,000 SF. INTERVALS FOR EACH 12" LIFTS CONSTRUCTED, - x . k, - - _ =J I LIJ AND AT ALL EXISTING PROOFROLLED EARTH SURFACES. I CURB AND GUTTER AND TYPE A CURB MIXED TOAHOMOGENEOUSMATERIAL 71 I =1 E- l I -_-I 1l I I� - _ T B. SUBGRADE. (1) I F.B.V / L.B.R. (PER PLAN) TEST SHALL BETAKEN AT INTERVALS OF NOT MORE THAN 5000 SF / 10,000 SF OR F f- _ r , � - �_ -- _ . • - - C FILL COMPACTED TO ` I I i I I I I=1 11=1 I ( - 11-I { .- /2 BUT N CLOSER A3 MIGHT BE NECESSARY IN THE EVENT OF VARIATIONS IN SUBSOIL CONDITIONS. - ,: _ _ ADJACENT TO FLEXIBLE PAVEMENT - r( �-�-� .- i-_(( -_f _ -' � .' A;:�;: :..`.: % :� :_';.4--;4. _ LESS THAN y" - - C� m 5� - - - - - (MIN. OF 3 / 1 PER JOB) - - 9S% MAX. DENSITY H 1=1 L�l I I� I C) 11-! I I� EQ .' <: ... r •' • . i - �_ O _ _ . • , . t , (2) NECESSARY.DENSITy TESTS SHALL BE TAKEN AT INTERVALS OF NOT MORE THAN 5000 SF OR CLOSER AS MIGHT BE - I-i I I --III-{ I I� 11--1 I I -III-) I I- : '' ' - _ - •' : -_- '. .. •• .. - - W - - ,. . FLUSH CURB NOTE: FOR USE ADJACENT TO CONCRETE OR FLEXIBLE PAVEMENT, CONCRETE SHOWN. ' DEPTH OF MATERIAL PER SCHEDULE BELOW + - '+ I : \\ C. BASE: (1) F.B.V! L.B,R. (PER PLAN) TEST SHALL BE TAKEN AT INTERVALS OF NOT MORE THAN 5000 SF/ 10,000 SF OR - - _ . - \ - - W - CLOSER (MIN. of 3/ 1 PER Jo6> FOR DETAILS DEPICTING USAGE ADJACENT TO FLEXIBLE PAVEMENT, SEE CONCRETE EQ :. y = :. �' `PAVEMENT SEALANT rn to (2) DENSITY TESTS SHALL BE TAKEN AT INTERVALS OF NOT MORE THAN 5000 SF OR CLOSER AS MIGHT BE - - JOINT DETAIL. EXPANSION JOINT, PREFORMED JOINT FILLER AND JOINT SEAL ARE SEE WRITTEN SPECiFlCATIONS FOR ADDITIONAL PA - iT - v ♦ !Z DO r . O NECESSARY. I VEMENT AND TESTING REQUIREMENTS. i . • . D. PIPE BACKFILL: DENSITY TESTS SHALL BE TAKENATAMAXIMUMOF50FT.INTERVALS,VABOVEPIPE,1'BELOWGRADE,MIN., 3 CURB TRANSITION REQUIRED BETWEEN CURB& GUTTER AND CONCRETE PAVEMENT ONLY, - - - - - ' . - _ , - - tqtz a THANS ION CLOSED CELL BACKER O } CV O AND AT PIPE DEPTHS DENSITY TES SHALL 5 FT, AN ADDITIONAL TEST SHALL BE TAKEN AT MID DEPTH OF BACKFILL - SEE CONCRETE JOINT DETAIL. ASPHALT - ON -SITE ROD. TYPICALLY Y6" TO E. STRUCTURES: A MINIMUM OF 1 DENSITY TEST SHALL BE PERFORMED IN THE STABILIZED SUBGRADE, AND WITHIN THE .. N.T.S. . � N LL.I � BACKFILL FOR EACH LIFT, ADJACENT TO EACH STRUCTURE INSTALLED. - P P.T. 1�" ASPHALTIC CONC. (•) DRILL 1Y4" DIA. HOLE FOR - - � Y" LARGER THAN JOINT : W V) h- � GF.. .BUILDING PAD: ASDENSITY SPECIFIED S ARCHITECTURAL SHALL BETAKEN A PLANS. _ WIDTH. G. CURB PADS- DENSITY TEST SHALL BE TAKEN AT A MAXIMUM OF 500 FT. INTERVALS. - + TYPE'A' JOINT (MIN. 1000 P.S.I. MARSHALL) - Y4" DOWEL AND V DIA. HOLE 3/4" SQUARE DOWEL - ,J � _ -� ALL TESTS SHALL BE PAID FOR BY THE CONTRACTOR. - - . FOR Y" DOWEL AND INSTALL FOR 6" THICK PAVEMENTS. Z N CLEAN-UP - - � - 6" COQUINA SHELL (-) COMPACTED � DOWEL WITH NON -SHRINK GROUT. - - - Y" FIRST THE CONTRACTOR MUST FROVIDE CLEAN-UP OF EXCESS CONSTRUCTION MATERIAL UPON COMPLETION OF THE PROJECT. THE SITE MUST BE LEFT IN A NEAT, CLEAN, TO 98% MAX. DENSITY (AASHTO T-180) (LBR 100) APPLY CURING COMPOUND XF SQUARE DOWEL FOR SAWCUT I W Q . GRADED CONDITION. I � , 5' (TYP.) ENSURE GROUT IS FLUSH TO SLAB FACE AT A 4" TO 5" THICK PAVEMENTS. I I W x ' it COMPACTED SUBGRADE - WITH FACE OF EXISTING SPACE DOWELS AT 18" O.C. Z J � oRalNacesraucTURESPECIFIcanolms � O COVERAGE RATE OF 300 SF ' STORM INLETS AND MANHOLES SHALL BE CONSTRUCTED IN GENERAL ACCORDANCE WITH SECTION 425 O T�F�Fj% '[ $j"glyD(�Rp SPECIFICATIONS.1,p�TFSTF.D�7`ON. 1. . t (98% COMPACTION AASHTO T-180) SLAB MAX PER GALLON TO ACT AS DO NOT -GREASE DOWEL, Ya" SECOND SAWCUT CD m u- CONCRETE SHALL HAVE A -MINIMUM 26-DAY COMPRESSIVE STRENGTH OF 4000 PSI. ALL REINFORCING ST170 BE ASTA� A ms GRADE 40, FY - 40,OD0 PSI, AND SHALL BE - _ ti _ MIXED TO A HOMOGENEOUS MATERIAL LBR 40 (IF REQUIRED) f Z HANDLED AND PLACED IN ACCORDANCE WITH ACI 318-71. PRECAST CONCRETE MANHOLES AND STORM INLETS MAY BE USED UPON THE ENGINEER'S APPROVAL OF THE . . * ; I -�.` Y I - ( ) A BOND BREAKER AT LEAST _ _ - - lV - x - - MANUFACTURER'S SHOP DRAWINGS. - + , :PAQPOSL' r EXISTING ASPHALT PAVEMENT DETAIL 48 HOURS PRIOR TO PLACING - - NOTES: " v W PRECAsnNLErs/MANHOLEs - - TYPE'B' JOINT r ' j.;•SIDEWA1.K ` SIDEWALK NEW SLAB. - 1. ENSURE JOINTS ARE CLEAN AND DRY PRIOR TO THE III QCNI ALL STORM INLETS SHALL BE PRECAST REINFORCED CONCRETE IN ACCORDANCE WITH APPLICABLE REFERENCES TO FOOT DRAWINGS IN THE FDOT STANDARD PLANS, - - .� + 1:. - I N.T.$ - 2 APPLICATION OF THE JOINT SEALANT. - - j X LATEST EDITION. TYPE 11 PORTLAND CEMENT SHALL BE USED IN THE CONCRETE MIX. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28-DAYS OF 4000 P51. • "P C J - INSTALL CLOSED CELL BACKER ROD AFTER JOINTS HAVE BEEN CULVERT PIPES _ TYPE'B' JOINT - TYPE W JOINT CONSTRUCTION JOINT TO EXISTING PAVEMENT CLEANED AND DRIED IN ACCORDANCE WITH SEALANT J j . Q INSTALL PIPE CULVERTS AD STORM SEWERS INACCORDANCE WITH SECTION 430(ANDRELATED SECTIONS Tye,, E DSPE��F�CA]�Q y. { MANUFACTURER'S REQUIREMENTS. THE LOCATIONS DEPICTED IN THE PLANS. FURNISH AND INSTALL SANDTIGHT (WATERTIGHT TO2 PSI) PIPE J�INTS AN D�EI$��UC��RE JOINTS. AIL�JOINTS S-j EDITION A7 PLAN GASKETED. REINFORCED CONCRETE HALPIPES (CCORSHALL BEINACCORDANCE WITH C ON d(gyOFT FFgQr$rANDARDSPECIFICATIONS.J,jIjF$TED(j70J/.HAtf,gE y" y" V,. - _ 3. INSTALL BACKERTODATCONSISTENTANDUNIFORMDEPTH. - D (n - CORRUGATED ALUMINUM PIPE SHALL BE IN ACCORDANCE WITH C 4 pq 5®f T�} @NDARDEC IONS LATEST EDITION. Ads C G - /2 FUTURE CURB AND N POLYETHYLENE) SHALL BE IN ACCORDANCE WITH SECTION 948-?Np? I' FbilT ST5, PECIFICATIONS. LATEST EbITIoN. - - - GUTTER CONSTRUCTION � 4. JOINT SEALANT APPLICATION SHALL BE IN STRICT COMPLIANCE Z BACKFILLING OVER PIPE CULVERT AND STORM SEWERS SHALL BE COMPLETED IN MAXIMUM 4"LIFTS TO THE SPRINGLINE MAXIMUM S" LIFTS, TO A POINT I2-ABOVE THE R. 1/4" R. 1/4" _ B 20' R. OR AS SHOWN ON PLANS - WITH SEALANT MANUFACTURER'S REQUIREMENTS. I` ti PIPE, AND IN 12" LIFTS BEYOND, COMPACTED TO A MINIMUM OF 88% OF MAXIMUM DRY DENSITY. TYPE 2 MATERIAL SHALL BE USED FOR ALL BACKFILL, UNLESS OTHERWISE TABLE OF SIDEWALK JOINTS I o - ♦ , SPECIFIED IN THE PLANS OR BY THE ENGINEER. i �� _ NOTES: . I e- A C 1/2" EXPANSION JOINT I _ PCC JOINT DETAIL BLOW-UP (TYP.) U N W FURNISH AND INSTALL FILTER FABRICJACKETAROUND ALL PIPE JOINTS AND THE JOINT BETWEEN THE PIPE AND THE STRUCTURE IN ACCORDANCE WITH FOOT STANDARD 1/2" / TYPE I LOCATION I t CONCRETE JOINT DETAILS _ sLOPE To co v �__ PLANS, LATEST EDITION, INDEX NO, 430-001• USE FABRIC MEETING THE PHYSICAL REQUIREMENTS OF TYPE 3 SPECIFIED ON THE FOOT STANDARD PLANS, LATEST EDITION, - - j 1. ALL ACCESSIBLE COMPONENTS CONSTRUCTED AS PART OF, ,� 2 R. „ ' ' INDEX NO. 440.001. THE FABRIC SHALL EXTEND A MINUMUM OF 121NCHES (300 MM) BEYOND EACH SIDE OF THE JOINT OR BOTH EDGES OF THE COUPLING BAND, IF A i R 1/4" ,i 1OO' MAX. SPACING, P.C./P.T. THESE PLANS SHALL COMPLY WITH CHAPTER 11 OF THE FLORIDA iv L- 6" 1'-10" ' " N.T.S FIT DRIVEWAY I 10 1'-2" COUPLING BAND IS USED. THE FABRIC SHALL HAVE A MINUMUM WIDTH OF 24 INCHES (600 MM) AND A LENGTH SUFFICIENT TO PROVIDE A MINIMUM OVERLAP OF 24 INCHES � i (600 MM). SECURE THE FILTER FABRIC JACKET AGAINST THE OUTSIDE OF THE PIPE BY METAL OR PLASTIC STRAPPING OR BY OTHER METHODS APPROVED THE THE / 'A' OF CURVES, JUNCTION OF BUILDING CODE. r A B C . - I - 1-2 - 2" R 4 . I j" R. _VALLEY GUTTER CURB AND GUTTER_ 3" R' I �' �' R. , � ENGINEER' EXISTING AND NEW SIDEWALKS. - - 1. CONCRETE 2. ACCESSIBLE ROUTE TO ACCESSIBLE SPACES, BUILDING % r l � ._::� .�, :N' 12" STD. PLANMIN.' (n UNLESS OTHERWISE SPE IfIED OR INDICATED, ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT28•DAYS OF 3000 PSI. ALLNpRK SHAL COMPLY WITH 'B' 5 -0 CENTER TO CENTER ENTRANCES, AND PUBLIC STREETS SHALL NOT EXCEED 5%RUNNING c • :. < " �• ...��.-, THE CURRENT EDITION OF THE AMERICAN CONCRETE INSTITUTE (ACI) BUILDING CODE AND THE APPLICABLE BUILDING CODES HAVING JURISDICTION IN THE AREA, TYPE A' TYPE 'B' TYPE 'C'-1/2" STD, � ' SLOPE AND 2%CROSS SLOPE. iD �e 8" 2" R. RECORD DRAWING Y" PRE -MOLDED WHERE SIDEWALK ABUTS - 6" MIN.* �---� JOINT SEAL ! 2'-0" 8" I 6" CONTRACTOR SHALL KEEPAND MAINTAIN RECORD DRAWINGS ON THE PROJECT SITE AT ALL TIMES WHICH SHALL BE ANNOTATED BY THE CONTRACTOR DEPICTING ANY EXPANSION 'C' CONCRETE CURBS, DRIVEWAYS 3. UNLESS OTHERWISE SHOWN ON THE PLANS THE MINIM �"„a CHANGES MADE IN THE FIELD WHICH DIFFER FROM THE CONTRACT DRAWINGS, RECORD DRAWINGS SHALL INCLUDE, BUT ARE NOT LIMITED 70, HORIZONTAL LOCATION AND SIMILAR STRUCTURES, UM CLEAR - 3'-6" I - NOTE: TO BE PAID FOR AS PARENT CURB11 0 AND VERTICAL ELEVATION OF INVERT AND TOP OF CULVERTS, SEWER MANHOLES, DRAINAGE STRUCTURES, INLETS, UTILITY MAINS AND AS-BUILTS OF ALL LAKE BANKS, SIDEWALK JOINTS_ JOINT MATERIAL _ ROUTE SHALL BE 36" WIDE WITH A 6ON60" PASSING SPACE EVERY - 1' 10" V-2" 7 CONCRETE LOTIBLOG.,PADS, SWALES,BERMS, CURBS. PAVEMENT, SIDEWALKS- DEPICTING HORIZONTAL LOCATION ANDELEVATIOS.CONTRACTORSHALLSUBMITCOMPLETEAND 2OO FEET. ''R• ' %- '"R, )p DROP CURB A.K.A. MIAMI CURB. Z �- FINAL RECORD DRAWINGS TO ENGINEER UPON COMPLETION OF PROJECT AND PRIOR TO FINAL INSPECTION AND FINAL PAYMENT. ( PAVEMENT THE CONTRACTOR SHALLIBE REQUIRED TO HAVE A SURVEYOR PROVIDE CERTIFIED RECORD DRAWINGSIAS-BUILTS. THESE DRAWINGS SHALL BE PROVIDED IN ANACAD WIDTH VARIES (SEE PLAN) 4. ACCESSIBLE . I SECTION C"C . ELECTRONIC FILE AS WELL AS ON SIGNED/SEALED HARD COPIES. THE AS GUILTS MUST MEET I.R.C. UTILITY DEPT. CRITERIA FOR WATER MAIN AND SEWERAS-GUILTS, TABLE OF SIDEWALK THICKNESS ROUTES THROUGH PLANTERS SHALL BE LEVEL WITH _ . - v. - 7.1/2" STD. INCLUDING TIES To STATE PLANEcooRONArEs. BROOM FINISH CONCRETE SURFACE THE SURROUNDING PAVEMENT OR PROVIDE CURB RAMPS AT EACH li -4- 6"MIN•• r2" R. VALLEY GUTTER '. " R. Q I LOCATION END WITH A MINIMUM 48" LEVEL LANDING IN BETWEEN. 6" t 1'-6" . INSPECTION I, 'T' I I �_ �--'4�" EXPANSION JOINT & r n MINIMUM CONSTRUCTION INSPECTION CHECKPOINTS THE ENGINEER SHALL BE NOTIFIED 24 HOURS IN ADVANCE: 3%0p i 3" R. " R• � PREFORMED JOINT - z �.J A. PRIOR TO ANY MAJOR DEVIATION FROM THE APPROVED PLANS. PEDESTRIAN ONLY AREAS 11 5" 5. THE ACCESSIBLE ROUTE IN FRONT OF PULL -IN PARKING SHALL BE _ " r FILLER B. PRIOR 70 B COMPLETION OF ANY PIPE TRENCHES. A MINIMUM OF 44" WIDE AND NOT REDUCED BY VEHICLE SECTION A -A = `D l c. UPON coMPLEnoN of susGRADEAND coMPAcnoN. DRIVEWAYS AND OTHER TRAFFIC AREAS 6" SLOPE 1 /o MIN. (2 /o MAX.) TO ROAD _ OVERHANGS, CURBING, SIGNPOSTS, OR OTHER OBSTRUCTIONS. _ 7-1/2" STD. 2" R. .+� D. PRIOR TO POURING CURBS, SIDEWALKS OR OTHER FLATW'ORK o o E. UPON BEGINNING OF SPREADING OF ROCK BASE MATERIAL - F. UPON COMPLETION OF GRADING AND COMPACTION OF BASE MATERIAL AND PRIOR TO PRIMING. ' - '° : •, . ;..: - - t • E- : - TYPE D ' i NOTE: 6" MIN. - G. IMMEDIATELY PRIOR TO AND UPON APPLICATION OF A.C.S.C. - ..: , „, , •, - • . - j1 , , .ru/ i 6. SPECIAL RAMP RULES APPLY FOR ANY RISE GREATER THAN 6" 8" I 1'-011 H. UPON COMPLETION OF CONSTRUCTION. - - 1 •' •'• -' , \•� 1, �. ✓ 1. ALL SIDEWALK STREET CROSSINGS MUST MEET THE " 3" R. �� a % !�� REQUIREMENTS OF THE AMERICAN DISABILITIES ACT INCLUDING BUT NOT LIMITED TO RESTRICTION ON SLOPE, TOTAL 2'-0 a�' R. ACCEPTABLE TEST RESULTS MUST BE PROVIDED TO THE ENGINEER PRIOR TO COMMENCING SUCCESSIVE STEPS OF CONSTRUCTION, INCLUDING: �j, \, • ` fC, /, / � �! i '� _ I • • PIPE BACKFILL AND EMBANKMENT DENSITIES PRIOR TO SUBGRADE PREPARATION. ��i ���� �l ' •� I, "' • RISE BETWEEN LANDINGS, AND USE OF HANDRAILS, PER F.B.0 11-4.8. 1 'o • * WHEN USED ON HIGH SIDE OF ROADWAYS, (ADA) COMPLIANCE GUIDE. TRANSITIONS FROM RAMPS THE CROSS SLOPE OF THE GUTTER SHALL - .SUBGRADE TESTING PRIOR TO BASE PREPARATION, CONCRETE CURB OR SIDEWALK CONSTRUCTION. 2" R. � SASE TESTING PRIOR RI APPLICATION E SURFACE COURSE. TO WALKS, GUTTERS, OR STREETS SHALL BE FLUSH r " TYPE F � = a . • . 7-1/2" STD. MATCH THE CROSS SLOPE OF ADJACENT COMPACTED SUB -GRADE 7. PUBLIC SIDEWALK CURB RAMPS CONSTRUCTED WITHIN A PUBLIC 6' 1 1-6 1'-10' 1'-2" 'O ° 6" MIN." COMPACTED TO NOT LESS AND FREE OF ABRUPT CHANGES. 1 _ + ; ° ;" PAVEMENT. THE THICKNESS OF THE LIP Of WHERE REFERENCES AR MADE TO ROADWAY CONSTRUCTION, IT IS INTENDEDTOINDICATE CONSTRUCTION FOR ROADWAYS ANO/OR PARKING LOTSAORNEWAYS. RIGHT-OF-WAY, IN ABSENCE OF LOCAL ROADWAY GUIDELINES, 3" R. THAN 98% AASHTO T-180 2• SIDEWALK CONCRETE CONTAIN FIBERGLASS SHALL MEET THE REQUIREMENTS OF F,D.O.T INDEX 304. I ( '� R 8 SHALL BE 6", UNLESS OTHERWISE SHOWN TRAFFIC/PAVEMENT MARKING NOTES, 'H STABILIZED SUB -GRADE REINFORCEMENT. 1' "6„ ON PLANS ' � 1. ALL PARKING SPACE MARKINGS AND ROADWAY MARKINGS ON PRIVATE DRIVEWAYSlSTREETS INITHTHE EXCEPTION TOTHE HANDICAPPED � p � - � - PARKING SPACES SHALL BE MARKED IN REFLECTORIZED TRAFFIC PAINT AND BE IN ACCORDANCE WITH THE FLORIDA DEPARTMENT OF AT DRIVEWAYS - - CONCRETE SIDEWALK DETAILS 8. CURB RAMPS SHALL HAVE A DETECTABLE WARNING EXTENDING � _ • ' ° • - �'"• a ' + ' 7-1/2" STD. , TRANSPORTATION'S STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, LATEST EDITION. STANDARD CROSS SECTION THE FULL WIDTH AND DEPTH OF THE RAMP f° ' fi:•`�' '' 6"MIN•• MODIFIEDTYPEF 6' 2. ALL HANDICAPPED PARKING SPACES SHALL BE PROPERLY SIGNED AND MARKED IN ACCORDANCE WITH THE FDOT STANDARD PLANS, LATEST EDITION, IINM NO. N•T.•S- - '.a .. ' a - . 711.001. FLOW 8" ` � /� I 20' R. END OF CURB Z 3. STOP ARROWS VURB DETAILS SPECIFICATIONS Z < Z 4. DRAWINRSSHALLBE ENT ME FDOT SIDEWALK DETAILS PER INDEX'S 304 & 310 5 �" N.T.S. - 5. ALL SIGNS AND PAVEMENT MARKINGS SHALL BE IN ACCORDANCE WITH FOOT STANDARD PLANS FOR ROAD CONSTRUCTION, MUTCO, AND INDIAN RIVER COUNTY ' - Q DRAWINGS FOR PAVEMENT MARKINGS, SIGNING 8 GEOMETRICS, ALL LATEST EDITIONS. t ' S. ALL PAVEMENT MARKINGS WITHIN PUBLIC RIGHT-OF-WAY AND PRIVATE ROAD/DRIVEWAYS 25' FROM PUBLIC RIGHT-OF-WAY SHALL BE EXTRUDED TYPE SECTION B-B EDGE F, -�� I < � - },�, - BRIDGEALKYD ONSTRSE CTION.STICANDSHALLBEINACCORDANCEIMTHTHEFLORIDADEPARTMEN70FTRANSPORTATIOM$SPECIFICATIONSFORROADAND 0.02 p. O PAVEMENT EDGE OF PAVEMENT -•�� N 0 � ' BRIDGE CONSTRUCTION. I W 7. SPECIAL MARKINGS (CROSS WALK, STOP BARS ROADWAY CONTINUOUS STRIPING, THRULATE ARROWS, PAVEMENT MARKINGS FOR TRAFFIC MAX P-4- ,yA,v ! PLAN 3' PLAN 3' = J LL Q 4 � - SEPARATORS, ETC:) SHALL BE IN ACCORDANCE WITH THE FDOT STANDARD PLANS, LATEST EDITION, INDEX N0. 711-0Ot• . � -1 0.02 slcNs: \ I p��01 Q�\Q QP� Q`S/O TOP OF CURB 3' TRANSITION TRANSITION m - 1. ALL SIGNS SHALL E CONSTRUCTED IN ACCORDANCE WITH THE MANUAL OF UNIFORM TRAFFIC CONTROL DEI CES AND INDIAN RIVER COUNTY DRAWINGS FOR OMIT JOINTS ON Cj, • g '� ' ( V Q 0 C)"'- q�/r I { TOP OF CURB 0 U PAVEMENT MARKINGS, SIGNING S GEOME7RICS, ALL LATEST EDITIONS. \ BACK OF SIDEWALK CURB RAMPS ` \ti55 f z w 2. ALL SIGNS SHALL BE TYPE'C' SINGLE COLUMN GROUND SIGNS IN ACCORDANCE WITH FDOT STANDARD PLANS, LATEST EDITION, INDEX No. 700-0to. WIND LOAD SHALL ALIGNMENT VARIATIONS JG� \�1 O�'R 1 �, BE ZONE 3 (80 M.P.H.). - ` 3. ALL SIGNS PLACEMENT SHALL BE IN ACCORDANCE WITH FDOT STANDARD PLANS, LATEST EDITION,, INDEX NO.700.010AND IRC TYPICAL DRAWINGS FOR PAVEMENT `' _ !<J 0.02 FOR BACK OF SIDEWALK 6 GUTTER GUTTER -I LL-I Q N TURNOUT OR , \ c PROFILE PROFILE ('''- MARKINGS, SIGNING, &GEOMETRIC$. N `'��' , CURB OR BUFFER TRANSITIONS I l�� ADDITIONAL ^FF((''IIppJ 99J'JC��$$��jj��$$WG?RK WIT�yjINN A PUBLIC ROW: 1 r'! I I I I I ` SIDE STREET' 'y ,J r i, ALLMATERIAL ANDL`DNSTRZ.IOTIONWTTHINPUBLICRIGHT•OF•WAYSHALLCONFORMTOTHEFDOTSTANDAROPIANS(LATESTEDRIOII),FDOTSTANDARD 4' AND FOR RAMPaNDSlDEWALK x �/ <% ss �ti oti FLARED END STRAIGHT END _J m (n SPECIFICATIONS (LATEST EDITIION) AND THE SUPPLEMENTS THERETO. I IB \" -1:1.3 UTILITY STRIP Gy K: O • \' CURB OPTIONS SEE FOOT _ C �� W 2, THE APPLICANTS ENGINEER RESPONSIBLE FOR CONSTRUCTION INSPECTION SHALL INSURE THAT THE MAINTENANCE EN TRAFFIC PLAN (MOT) FOR THE PROJECT B M \�, DESIGN INDEX # 304 SHEET 4 Qa? / SY� (F�TJ %sl 0, CURB AND GUTTER TYPES E & F : U M I",_ ACCORDANCE WITH THE APPLICABLE FDOT STANDARD PLANS, LATEST EDITION, (102•XXX SERIES) AND THESE DOCUMENTS: THE AIA/4LAAL ON LIMFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS (U.S DEPARTMENT OF TRANSPORTATION, FHWA), THE CONTRACTOR SHALL PROVIDE NECESSARY M.O.T. AS N rti RAMP AND SIDEWALK CURB SPECIFIED IN THE PLANS AND PERMITS, AND AS DIRECTED IN THE FIELD BY THE ENGINEER OR PUBLIC WORKS/FDOT REPRESENTATIVE. r �� 4' MAY BE REDUCED TO 3' ti '9 0� SS O O • ,wh (� 3. AT THE END OF EACH WORK PERIOD, ANY DROP-OFF IN THE AREA ADJACENT TO THE TRAVEL WAY OF THE STATE ROAD SHALL BE BACKFILLED IN ACCORDANCE WITH ' �Q - 5'-0" MAX• �\ Q ��" ` 5 '` ( FDOT STANDARD PLANS, LATEST EDITION, (102-XXX SERIES) OR SHALL BE OTHERWISE PROTECTED WITH TEMPORARY BARRIER WALL AT CONTRACTORS IN RESTRICTED CONDITIONS WHEN LINEAR SIDEWALK RAMPS I - ��� EXPENSE. APPROVED BY THE ENGINEER I. Qg 42 Yr 5' 2 4. IF THE PERMITTED WORK IS ON A ROADWAY THAT HAS BEEN SELECTED AS A HURRICANE OR DISASTER EVACUATION ROUTE, THE APPLICANT, AT THE \ - �. /S/ q M 7 ,�\\,• PRE -CONSTRUCTION CONFERENCE IS REQUIRED TO PRESENT, AS PART OF THE WORK PLAN, AN EMERGENCY FUNCTIONAL RESTORATION PLAN TO ADDRESS � 04 2' R Cl�n /,I v . EVENTUALITIES SUCH AS HURRICANES. 1:12 p 5. THE CONTRACTOR MUST CALLTHE APPROPRIATE COUNTY TRAFFIC ENGINEERING DIVISIONI 1., HAVING JURISDICTION OVER THE PROJECT AT LEAST 72 HOURS, BEFORE -� V O - ANY EXCAVATION WITHIN THE FOOT RIGHT-OF-WAY TO DETERMINE THE LOCATION OF THE EXISTING TRAFFIC SIGNAL INTERCONNECT CABLE 2' MIN. FULL 1:12 N �- _' 2' MIN, FULL 1.12 0! 1 _ �l 4 - 6. THE LOCATION OF EXISTING UTILITIES SHOWN ARE APPROXIMATE ONLY. THE EXACT LOCATION SHALL BE DETERMINED BYTHE CONTRACTOR DURING HEIGHT CURB ''_` .., ��� _� CONSTRUCTION. - - \ 1:12 00' HEIGHT CURB �' 2' LANDING 1, RELOCATION OF U ILITIES SHALL BE COORDINATED WITH UTILITY COMPANIES AFTER IDENTIFICATION OF CONFLICT BY CONTRACTOR. CONTRACTOR WILL NOTIFY WHEN CROSSWALK MARKING ARE REQUIRED, RAMP I \_ BEFORE ENGINEER IN ADVANCE BEFORE ANY RELOCATION. /�� JOSFPH W. ULKE 7. MAINTENANCE ANCEPERMOFFICE T SCHEDULE D ULE A CONSTRUCTION OF THISTRUCTI PROJECT, G. THE PLICANT TELEPHONE NUMBER IS 954E FLORIDA 4300ORDEPARTMENT . TRANSPORTATION LOCAL RUNS MUST FALL WITHIN CROSSWALK LIMITS AND RAMP WIDTHS FOR CURB RAMPS RED. N0. 04B MAINTENANCE OFFICE E SCHEDULE A CONVENIENT TIME SHALL MEETING. THE TELEPHONE NUMBER IS 954.776.43000R 1.800.300-0238. WHERE PRACTICAL, BE PARALLEL WITH THE - 8. THE APPLICANT THE EARLIEST CONVENIENT TIME SHALL NOTIFY IN WRITING ALL RIGHT-OF•WAY USERS AFFECTED BY THE CONSTRUCTION OF TMS PROJECT. , CR 20, 21, 22, 24, & 25 MAY BE RAMP WIDTH (4' MIN.) � ❑ JODAH S. B 9. ALL MOT CURB OUT CLOSU MUSESIGFACENTHEDIRECTIONofPEDESTRIANTRAVEL. PROJECTED CROSSWALK ALIGNMENT. THE BOTTOM a ' REDUCED TO 3' DIMENSIONAL FEATURE F / FL REc• No. s 96 10. BYL:00PM. ECLOSURESIGNSSHALL BECOVERED WHENLANES ARE NOT CLOSED. NOLANES ARE 70BECLOSED BEFORE 8:o0AMANDALLAJVESARETOOPENED OF THE RAMP BEYOND THE CURB LINE SHALL HAVE----'11-jj CONDITIONS WHEN APPROVED BY THE OR DIMENSIONAL FEATURE FOR FL.iAALIAMRE P. S'T ARD 12. THEPAVEMENT5PECIFSALLB CONTMATCACTED CTEEXISD WEEK RIORTOANYLAND DEPTH OF ASPHALT TO ECLOSURESO"THEST STATE SYSTEM RICTION ACLEAR SPACE MA KEDCMWITHINTHE NOTE: APORTION TS ONE E BOTH RAMPS MAY ENGINEER. PUBLIC SIDEWALK CURB RAMPS FOR PUBLIC SIDEWALK CURB UV!"IER �� FL REG. N0. 5 605 12, THE LOCAL MEDIA SHALL BE ir,.m CTED A WEEK PRIOR TO ANY LANE CLOSURES ON THE STATE ROAD SYSTEM AS IT WILL OCCUR DURING PEAK HOURS A OVER THE MARKINGS OF A MARKED CROSSWALK. IF NO EXTEND OUTSIDE THE RETURN E RAMP SRBI6DRN fmRBO1R&N GNtt mlgS.(!?IONC�PTBBAfIH>aB1C8SL�iBl�HH7gF806 ADBLLRiXIY61 BRANRWAI0EFA0 ® d>�D4 mS llli�lD¢S�ipTBCDCOIfCtLyLitS�VIDE A BIr;>BYIDE�Tt�eae+sraELEAsero: CROSSWALK MARKINGS ARE PRESENT, THE ** LOWER LANDING NOT REQUIRED AT DRIVEWAYS, LINEAR PEDESTRIAN TRAFFIC AND LANDING DEPTH ARE ' - 2 FLORIDA DEPARTMENT OF TRANSPORTATION BOTTOM OF THE RAMP BEYOND THE CURB RAMP m CROSSWALK WIDTHS AND CONFIGURATION VARY; PARKING LOTS, OR OTHER AREAS WITH �i � / PUBLIC INFORMATION OFFICE MUST CONFORM TO INDEX NO. 17344 AND 17346. RESTRICTED BY RIGHT OF WAY . 3400 WEST COMMERCIAI:JSoULEVARD SHALL HAVE A CLEAR SPACE 48" MINIMUM OUTSIDE PAVEMENT CROS"LOPES LESS THAN . FORT LAUDERDALE, FLOPIDA 33308 ACTIVE TRAFFIC LANES. o CR-G 13. CONTACT THE CJTY OF SEBAS411AN FOR ALL LANE CLOSURES TO PUBLIC ROADS WITHIN RS JURISDICTION. 2 /o (0.02) SH TYPICAL PLACEMENT OF PUBLIC SIDEWALK CURB RAMPS AT CURED C 13 . ... . �, RETURNS (FDOT INDEX 304) JECT No. . . `i � 22-031 � % \ \ 3,_4„ C. 1, 2-4- P. j l 3'-0" PRECAST PRECAST 2" SOD ADJACENT TO 2" 11" (-1" 2„ n 2 Y2" ALL MITERED ENDS PVC CAP (TYP.) 2' 2' o 0 0 0 f PAVED ROADIPARKING co 10 a I I I I VARIES (8V1VIIN.) r LIMITS w Z N i O O OF i < w Z 8" 2'-0" I 8" C.LP• :p O O LIMITS SOD ,y' $; `' ��� �. �. 6" 2'-0„ i 6 PRECAST O O / o O_ O SOD I zu ' ° o a SCHEDULE 40 WHITE PVC 90 BEND W) U �' w _ _ o Q in w `'' ``' M O O M -� I- LENGTH REFLECTED IN BID TABULATION Z' o 0 0 2Y" 2Ya' __ O -ZEDGE LL LL U ¢' 1. CONTRACTOR TO INCLUDE NECESSARY P.V.C. 90° BENDS, P.V.C. CAPS, AND STUB -OUTS IN BID."'UaLIMITsIMITS MISCELLANEOUS CONDUIT DRIVEWAY OF �'� - ,, OR ROADWAY SOD SOD N.T.S.co co It 2'4 - Lu g PLAN CENTER OF BOX ( _ I 5' 4" C.I. P. 6„ Z LL v a I VARIES 8' MIN.) I j `a w S'-0" PRECAST cn U MIN. io ? UJ cN LOCATION REFERENCE ++ _ p m CONSTRUCT 3' CONCRETE I U n- _j Y ¢ O c14 3'-4" C.LP. I. Z J Z 1 Y2" 2" 1 Y" ' - EXTENSION PER FDOT 5 s/„ C.L'• 3'-0" PRECAST 5 3/a' C.I.P. { _ - 4 U aILj DESIGN INDEX#273, (= Z 1 3 Q o p � 3%a"PRECAST 3%4'PRECAST \\\\�\ _ I JT- 11T I t t11,: It_.. u i�. ��__ _ .. j..._ _ �....`� �w� L� JAI / i FOR SIDE DRAINS I o TYPE C CAST IRON GRATE `D CULVERT TYPE PER PLAN 8',I 4'-0" 8" C.LP. -- cu 2-0" APPROX. WEIGHT 235 Lbs. - PIPE Imo. 2 2 Y '` SIDE DITCH GRADE I - 3 Q 1) I I -I �l !-= i I , i i f� .:. tj61 46 PRECAST a I r �i' 2, #4 BAR T I I I( 0 w I `') i ' F.1 o m cv ltl �'t II tl -11 I l I Io w I;�IIIII�.Ielff- I:I!_.II ' N w t 1-1/2°c1$io Ico - •I Ld M U 3" CLEAR ao o J iv I EYEBOLT 1 2 3" CL• EYEBOLT a h (SEEFDOT 'oL- Ir �W05 w r (SEE FDOT �L �_ - --- _._� __ _.- _.. STANDARD DESIGN I MASONRY SEAL �i o $ BIT. COATED CMP SHALL BE USED AT ALL SEE FDOT INDEX N0. 272, 273 AS = ? 1 - EXTRA #4 �o� k in r> INDEX #201 a = LLB? 1 --- - BAR EACH SIDE E& J " STANDARD DESIGN - APPLICABLE FOR CONSTRUCTION DETAILS - "' ) FOR PRECAST INLETS W h.Wa P U h INDEX #20) - - M.E.S. SECTIONS FOR ADS CULVERTS \ CONC. JACKET OR OTHER APPROVED OF MITERED END. DETAILS, DIMENS., ETC. F- PIPE OPENING SCHEMATIC SEE FDOT INDEX #201 + asS�Lnt�i�a$ B I CENTER OF BOX AND ABOVE \ cn TRANSITION (FORMED METAL BAND) DEPEND ON TYPE AND DIA. OF PIPE. Q �' c" #4 BARS @ w SHALL BE USED TO COUPLE THE PIPES. SIDE DRAINS: FDOT INDEX 273 a w LOCATION REFERENCE PIPE OPENINGS 12" O.C. co CROSS DRAINS: FDOT INDEX 272 v a PLAN N % 5„ 31-0„ 5" C.I.P. BAND 3/4" CHAMFER OR 314" CHAMFER OR 3" 3, 0„ 3" PRECAST Z MITERED END SECTION R;Dlus RADIUS 3/4" CHAMFER OR II 2A V I I V o E C.I.P. BAND - N.T.S. RADIUS 3/4" CHAMFER OR i, O PRECAST #4 BARS @ SECTION ���i i wi � �: ,.k �f 'max . � f RADIUS ...J 04 0 TYPE C STEEL GRATE =II -_ - I'== ..n__ :. Q, I W li tnoRa wnLLco € q �{I LLI it q 2" CL. (L STRAIGHT BARS 2"xYa" -N-y- v TABLE 1) N , tr- Q 3 _====q'= HORIZONTAL WALL REINFORCING RETICULINE BARS 1 Ya x /6" ___ _ SCHEDULES (TABLE 1) BANDS 2"xYa" C.I.P. 8`` a "" _�� z APPROX. WEIGHT 104 Lbs. _-- --- 1� " Zo N PRECAST 6'.' c ti I 6' °w== °- � �� 1'•V � I 3" CLEAR It 3' CLEiAR�� o Lu Ln N3 Q CL. NOTE: STEEL GRATES ARE REQUIRED ON INLETS WITH m LL a o " + 8!,, 1 2'-6" q C.I.P. #4 BARS a a owe TRAVERSABLE SLOTS AND ON INLETS WHERE BICYCLE @ { Wq i -ii - W y� 6" I 2'-6" 6" PRECAST Q MAX. SPACING q ZO TRAFFIC IS ANTICIPATED 12" O.C. #4 BARS @ 12:,O.C. ��tLL #4 BARS @ t WALL DEPTH SCHEDULE AREAi 12" o.C. cJi I 12" n GENERAL NOTES (TYPE'C' 'F AND'H' INLETS) _ I~�i r W � 1. THESE INLETS ARE SU)TABLE FOR BICYCLE TRAFFIC AND ARE TO BE BARS WWF � ..-V --_... t ,_ USED IN DITCHES, MEDIANS AND OTHER AREAS SUBJECT TO 4'-4" C.I.P. °O C° O m 3'-4" #4 BARS 11" O.C. (8" SLAB) _/ #4 BARS @ ai . F_ 1102 INFREQUENT TRAFFIC LOADINGS BUT ARE NOT TO BE PLACED IN 4'-0" PRECAST @ C� Z W AREAS SUBJECT TO ANY HEAVY WHEEL LOADS. THESE INLETS MAY C.I.P. OR 8" O.C.(PRECAST 6"SLAB) 12" O.C. U _ U�, Z W 0'-15' Al2 0.20 12" 8 BE PLACED IN AREAS SUBJECT TO OCCASIONAL PEDESTRIAN TRAFFIC PRECAST 2" U Q _ Q SUCH AS LANDSCAPED AREAS AND PAVEMENT AREAS WHERE 2" 1 -5" ��-1 -5" 2 SOD SECTION AA 0- O a � a a w w SECTION BB U ♦n > PEDESTRIANS CAN WALK AROUND THE INLET- - 2y" O_ O D_ V, o- °O60 r- rn 2. INLETS SUBJECT TO MINIMAL DEBRIS SHOULD BE CONSTRUCTED N + \ 3'-10 3/8" � CN d- WITHOUT SLOTS. WHERE DEBRIS IS A PROBLEM INLETS SHOULD BE I CONSTRUCTION WITH SLOTS. SLOTTED INLETS LOCATED WITHIN j (1a SrHL tS, 1a tsAKS) 4 F- N N A PEDESTRIANS L3x3x5/16 - I� Q ROADWAY CLEAR ZONES AND AREAS SUBJECT TO PE ' + 2' INL SOD TYPE C SHALL HAVE TRAVERSABLE SLOTS. THE TRAVERSABLE SLOT , ) , a SY u - u y u u; ° SECTION CC W LLd ~ MODIFICATION IS NOT ADAPTABLE TO INLET TYPE H. SLOTS MAY BE ' ' ' _ ` i I F s 314" NOTCH PERMITTED J U N RECOMMENDED MAXIMUM PIPE SIZE: CONSTRUCTED AT EITHER OR BOTH ENDS AS SHOWN ON PLANS. I- _ r I �. ¢'°"" a� (AT THE OPTION OF THE Z ; TRAVERSABLE SLOTS SHALL NOT HE USED IN AREAS SUBJECT TO a Q , ; , ►OILY MANUFACTURER) /-� W t❑ 2'-0" WALL - 18" PIPE OCCASIONAL BICYCLE TRAFFIC. - U SOD O VLY- 4 �/ ci w 8" T-0" 8„ C.I.P. v v =< G i s r t 5/16 3'-l" WALL - 24" PIPE (18" WHERE AN 18" PIPE ENTERS A 2'-0" WALL) 3. STEEL GRATES ARE TO BE USED ON ALL INLETS WHERE BICYCLE o a 6" 3'-0" 6" PRECAST: ` �r �' 41 >-I TRAFFIC IS ANTICIPATED. STEEL GRATES ARE TO BE USED ON ALL E INLETS WITH TRAVERSABLE SLOTS. EITHER CAST IRON OR STEEL 'n v ` ) c ' et w INLE P CYnnT SYD �' .�v Z P E ' C' INLET GRATES MAY BE USED ON INLETS WITHOUT SLOTS WHERE BICYCLE F FDOT TY TRAFFIC IS NOT ANTICIPATED. EITHER CAST IRON OR STEEL GRATES ` + ' + 2' FOR ESTIMATING L3x3x5/16 v ll MAY BE USED ON ALL INLETS WITH NON -TRAVERSABLE SLOTS. 2' 2Ya ` I ` + PURPOSED ONLY 5/16 W Q > N SCALE: N.T.S. SUBJECT TO THE SELECTION DESCRIED ABOVE, WHEN ALTERNATIVE �� "��- h I ' ` 1 -6 SECTION DD Q� G GRATE IS SPECIFIED IN THE PLANS, EITHER THE STEEL GRATE, HOT + + / DIP GALVANIZED AFTER FABRICATION, OR THE CAST IRON GRATE MAY + ` L3x3x5/16 J �� ~ SOD RECOMMENDED MAXIMUM PIPE SIZES = j _ZQ o 22-3/4" BE USED, UNLESS THE PLANS STIPULATE THE PARTICULAR TYPE. ' I ' ► - TYPE F STEEL GRATE INLET INSIDE WIDTH PIPE SIZE o 4. RECOMMENDED MAXIMUM PIPE SIZES SHOWN ARE FOR CONCRETE - 3" CONCRETE PAVEMENT � z � n .,?,•. f,,. - .a• • PIPE. SIZE FOR OTHER TYPES OF PIPE MUST BE CHECKED FOR FIT. - 3'-4" STRAIGHT BARS 3" xYa" _ s � � _ I � r PAVEMENT AND SOD 3 2'-s" (TYPE F) 98�� T 5. ALL EXPOSED EDGES AND CORNERS SHALL BE - CHAMFER OR ` I N NOTES RETICULINE BARS 2" x /6" + p ®p TOOLED TO'/: RADIUS. rl`rx 4'-0" (TYPE F) I U 6. CONCRETE INLET PAVEMENT TO BE USED ON INLETS WITHOUT SLOTS CENTER OF BOX (- 1. PAVEMENT AND/OR SOD NC U USED ONLY WHERE CALLED FOR IN THE PLANS. 30" \ J 0 0 0 0 0 0 0 PLAN 2. COST OF PAVING TO BE INCLUDED IN COST OF INLET. FW- AND INLETS WITH NON -TRAVERSABLE SLOTS ONLY WHEN CALLED LOCATION REFERENCE 1 Y" 2" 1 Yz a 0 0 0 0 0 0 FOR INTHE PLANS; BUT REQUIRED ONALL TRAVERSABIFSLOT PAVEMENT ANDSODDDING NOTE: V 20-5/ 3" 0 0 0 0 0 0 0 INLETS. COST TO BE INCLUDED IN CONTRACT UNIT PRICE FOR INLETS- RECOMMENDED SIZES ARE FOR CONCRETE PIPE. SIZES o 0 QUANTITIES SHOWN ARE FOR INFORMATION ONLY_ 4'-4" C.I.P. HORIZONTAL WALL REINFORCING FOR OTHER TYPES OF PIPE MUST BE VERIFIED FOR FIT I I 7. TRAVERSABLE SLOTS CONSTRUCTED IN EXISTING INLETS SHALL BE TYPE E CAST IRON GRATE = 0 0 0 5 %a" C.LP. 4'-0" PRECAST 5 %a' C I P. 24-3/4" i' PAID FOR AS INLETS PARTIAL. FOR CONVERSION WORK AND METHOD APPROX. WEIGHT 465 Lbs. SCHEDULES TYPE 'F' INLET TABLE 1 IN ACCORDANCE WITH S SE STANDARD INDEX #201, OF PAYMENT SEE TRAVERSABLE SLOT INLETS (PARTIAL) FOR 3 Y4" PRECAST\ / 3 Y4" PRECAST ( ) FOR LARGER PIPE SIZES SEE NOTE #3. EXISTING INLETS'- T-4" GENERAL NOTES 3 j I 1. THESE INLETS ARE DESIGNED FOR USE IN DITCHES, MEDIANS, PAVEMENT _� 8- SODDING TO BE USED ON ALL INLETS NOT LOCATED IN PAVED AREAS I I 3 0 ' MAX. SPACING AREAS, OR OTHER AREAS SUBJECT TO HEAVY WHEEL LOADS, MINIMAL AND PAID FOR UNDER CONTRACT UNIT PRICE FOR PERFORMANCE AREA Q TURF, SY. L __ J _ WALL DEPTH SCHEDULE DEBRIS, AND BICYCLE TRAFFIC. THIS INLET MAY BE PLACED IN AREAS NOTE: 9. FOR SUPPLEMENTARY DETAILS SEE FDOT STANDARD INDEX DETAIL # "-- J 201. GRATE J N (In•2/•) SUBJECT TO OCCASIONAL PEDESTRIAN TRAFFIC SUCH AS LANDSCAPED 7 CAST IRON MANHOLE RING AND COVER SHALL BE AS MANUFACTURED BY U.S- w BARS VVVVF AREAS AND PAVEMENT AREAS WHERE PEDESTRIANS CAN WALK AROUND Z FOUNDRY &MANUFACTURING CORP. USF N0.420 TOTAL WEIGHT 400 LBS. 10. ALL REINFOCING IS GRADE 60 BARS WITH 7 MIN. COVER UNLESS THE INLET. WHEN INLET IS PLACED IN AREAS SUBJECT TO BICYCLE OTHERWISE NOTED. BARS TO BE CUT OR BENT FOR 1-1r2" CLEARANCE > TRAFFIC, INSTALL FILLER BAR WHEN CLEARANCE OR GAP IS GREATER FRAME AND COVER DETAIL AROUND PIPE OPENING- PROVIDE ONE ADDITIONAL a4 BAR ABOVE _ J 3" CL. �% 0' 4' Al2 0.20 12" g THAN 1" AS SHOWN IN FDOT STANDARD INDEX #218 INSET B. Q AND AT EACH SIDE OF PIPE OPENING. a HORIZONTAL EYEBOLT 2. WHEN ALTERNATE G GRATE IS SPECIFIED IN PLANS, THE GRATE IS TO BE Z w Lin WALL REINF. HOT DIP GALVANIZED AFTER FABRICATION. O BRICK TO GRADE NOTES: o Z" (SEE TABLE 3) STANDARD DESIGN cn _ 4'-7' A6 0.20 6" 5" 3. THESE INLETS MAY BE USED WITH ALTERNATE B STRUCTURE BOTTOMS, AS REQUIRED Q w Co - FOOT STANDARD INDEX #200. THE INLET AND BOTTOM COMBINATIONS 7 ' ` INDEX #201) is U ARE TO BE PAID FOR UNDER THE CONTRACT UNIT PRICE FOR INLETS DT L v MANHOLE FRAME AND COVER U Q Q - 7'-12' 65.5 0.24 5.51, 5" TO BE EQUAL TO U.S.F. & MFG. CORP. 1. CONTRACTOR TO CONSTRUCT DRAINAGE - a m BOT) (TYPE F)(J SOT, DEPTH) EA Q U.S.F. # 420 W/ TYPE 'C' COVER STRUCTURES WITH USF GRATES, RIMS AND COVERS N #4 BARS @ v 04 - _ 4. ALL EXPOSED EDGES AND CORNERS SHALL BE'/: CHAMFER OR TOOLED Q AS CALLED OUT OR APPROVED EQUAL. SHOP 12" O.C. �' - BAND 12'-15' SPECIAL 1 0.27 5" 4" TO %' RADIUS. < (SEE DETAIL ABOVE FOR DRAWINGS ARE TO BE PROVIDED TO ENGINEER FOR bo m 5. FOR SUPPLEMENTAL DETAILS, SEE FDOT STANDARD INDEX #201. Q TOP ELEVATION) BAND J - - 6. ALL REINFOCING IS GRADE 60 BARS WITH 2' MIN. COVER UNLESS N APPROVAL PRIOR TO ANY CONSTRUCTION. OTHERWISE NOTED. BARS TO BE CUT OR BENT FOR 1-1/2' CLEARANCE =J� GRADE C.I.P. - - - AROUND PIPE OPENING. PROVIDE ONE ADDITIONAL #4 BAR ABOVE AND r I� #6 @ 6" O.C.E.W. 2. CONTRACTOR TO REFER TO FDOT DESIGN STANDARD PRECAST #4 BARS `J WIHOOKS (AND NOT LIMITED TO) INDEX 200, 201, 214, 232 & 233 SECTION 12" O.C. (SHORT BARS) 7- ALL D H SIDE ARE FOR BOTH PRECAST AND CAST -IN -PLACE INLETS 0o C_.� - FOR MANHOLE, INLET AND GRATE SPECIFICATIONS- -, #5 @ 12" O.C.E.W. HORIZONTAL WALL REINFORCING TYPE E STEEL GRATE I I UNLESS OTHERWISE NOTED, 3. ALL DRAINAGE STRUCTURES SHALL BE CONSTRUCTED FDOT TY P E F I N L E T WITH (4) SIDED BEARING AND HEAVY DUTY TRAFFIC SCHEDULES (TABLE 3) STRAIGHT BARS Z" xY4° 2" CLEAR RETICULINE BARS 1 Yi" x 3/s' SCALE: N.T.S. Z TYP RIMS AND GRATES. BANDS 2" xY4" 4. ALL EXISTING PAVEMENT AND CONCRETE TO BE MAX. SPACING APPROX. WEIGHT 215 Lbs. Q Q JOINED SHALL BE SAWCUT. WALL DEPTH SCHEDULE AREA NOTE: STEEL GRATES ARE REQUIRED ON INLETS WITH p - C7 (in. 2/ft.) TRAVERSABLE SLOTS AND ON INLETS WHERE BICYCLE U) 4' OR U DIA. 5. SIDEWALKS SHALL NOT EXCEED 2"/6 CROSS SLOPE IN BARS WWF TRAFFIC IS ANTICIPATED (n O < J Q 8" 8' AS REQUIRED 3" 8" ANY DIRECTION. GENERAL NOTES U J m w (6' TYP.) 6. SPOT ELEVATIONS ARE AT EDGE OF PAVEMENT 0'-5' Al2 0.20 12" 8" 1. THESE INLETS ARE SUITABLE FOR BICYCLE TRAFFIC AND ARE TO BE USED IN DITCHES, MEDIANS AND OTHER AREAS SUBJECT TO INFREQUENT V) Q W Q UNLESS OTHERWISE NOTED_ TRAFFIC LOADINGS BUT ARE NOT TO BE PLACED IN AREAS SUBJECT TO ANY HEAVY WHEEL LOADS. THESE INLETS MAYBE PLACED IN AREAS U Z 0 SUBJECT TO OCCASIONAL PEDESTRIAN TRAFFIC SUCH AS LANDSCAPED AREAS AND PAVEMENT AREAS WHERE PEDESTRIANS CAN WALK AROUND Q 0'-7.5' A6 0.20 6" 5" THE INLET. I L+--I _ 7. MAXIMUM CUT OR FILL SLOPES IS 3H:1V UNLESS 2. INLETS SUBJECT TO MINIMAL DEBRIS SHOULD BE CONSTRUCTED WITHOUT SLOTS. WHERE DEBRIS IS A PROBLEM INLETS SHOULD BE � I- O U0 OTHERWISE NOTED. 7.5'-10' B5.5 0.24 5.5" 5" CONSTRUCTION WITH SLOTS. SLOTTED INLETS LOCATED WITHIN ROADWAY CLEAR ZONES AND AREAS SUBJECT TO PEDESTRIANS SHALL HAVE _j O co CTRAVERSABLE SLOTS. THE TRAVERSABLE SLOT MODIFICATION IS NOT ADAPTABLE TO INLET TYPE H. SLOTS MAY BE CONSTRUCTED AT EITHER OR #5 @ 6" O.C.E.W. 8• ALL THE ELEVATIONS SHOWN ARE FINISHED GRADE BOTH ENDS AS SHOWN ON PLANS. TRAVERSABLE SLOTS SHALL NOT HE USED IN AREAS SUBJECT TO OCCASIONAL BICYCLE TRAFFIC. Li F( L - 10'-15' C6.5 0.37 6.5" 6" U m W/HOOKS ELEVATIONS. 3. STEEL GRATES ARE TO BE USED ON ALL INLETS MERE BICYCLE TRAFFIC IS ANTICIPATED. STEEL GRATES ARE TO BE USED ON ALL INLETS WITH � w � TRAVERSABLE SLOTS. EITHER CAST IRON OR STEEL GRATES MAY BE USED ON INLETS WITHOUT SLOTS WHERE BICYCLE TRAFFIC IS NOT 9. CONTRACTOR TO SUBTRACT PAVEMENT THICKNESS TYPE E ANTICIPATED. EITHER CAST IRON OR STEEL GRATES MAY BE USED ON ALL INLETS WITH NON -TRAVERSABLE SLOTS. SUBJECT TO THE SELECTION X U AND FLOOR SLAB THICKNESS FOR SUBGRADE RECOMMENDED MAXIMUM PIPE SIZE: DESCRIED ABOVE, WHEN ALTERNATIVE G GRATE IS SPECIFIED IN THE PLANS, EITHER THE STEEL GRATE, HOT DIP GALVANIZED AFTER FABRICATION, Q ELEVATIONS. OR THE CAST IRON GRATE MAY BE USED, UNLESS THE PLANS STIPULATE THE PARTICULAR TYPE SECTION T-0" WALL - 24" PIPE 4. RECOMMENDED MAXIMUM PIPE SIZES SHOWN ARE FOR CONCRETE PIPE SIZE FOR OTHER TYPES OF PIPE MUST BE CHECKED FOR FIT. 1. REFER TO FDOT DESIGN STANDARDS INDEX #200/#201. 10. CONTRACTOR SHALL REFER TO ARCHITECTURAL AND 4'-6" WALL - 36" PIPE 5. ALL EXPOSED EDGES AND CORNERS SHALL BE %* CHAMFER OR TOOLED TO'/." RADIUS. PLUMBING PLANS FOR EXACT LOCATIONS AND 6. CONCRETE INLET PAVEMENT TO BE USED ON INLETS WITHOUT SLOTS AND INLETS WITH NON -TRAVERSABLE SLOTS ONLY WHEN CALLED FOR IN THE DIMENSIONS OF ALL VESTIBULES, SIDEWALKS, EXIT PLANS; BUT FDOT TYPE ' E' i N L ET FOR INFORMATION ONLY. REQUIRED ON ALL TRAVERSABLE SLOT INLETS. COST TO BE INCLUDED IN CONTRACT UNIT PRICE FOR INLETS. QUANTITIES SHOWN ARE \ 6' STORM MANHOLE PORCHES, RAMPS, TRUCK DOCKS, PRECISE BUILDING 7. TRAVERSABLE SLOTS CONSTRUCTED IN EXISTING INLETS SHALL BE PAID FOR AS INLETS PARTIAL FOR CONVERSION WORK AND METHOD OF DIMENSIONS, AND EXACT UTILITY ENTRANCE SCALE: N.T.S. sc4U048 N.T.S. PAYMENT SEE'TRAVERSABI_E SLOT INLETS (PARTIAL) FOR EXISTING INLETS'. Ft.. REG. . 47048 LOCATIONS. 8. SODDING TO BE USED ON ALL INLETS NOT LOCATED IN PAVED AREAS AND PAID FOR UNDER CONTRACT UNIT PRICE FOR PERFORMANCE TURF, SY. ❑ JODAH B. B 11. CONTRACTOR SHALL CONSTRUCT MANHOLE ON TYPE 9. FOR SUPPLEMENTARY DETAILS SEE FDOT STANDARD INDEX DETAIL # 201. I �- FL, REG. N 57396 10. ALL REINFOCING IS GRADE 60 BARS WITH 2" MIN. COVER UNLESS OTHERWISE NOTED. BARS TO BE CUT OR BENT FOR 1-1/2" CLEARANCE AROUND ❑ VYILLIAM P. ODDARD 'J' OR 'P' STRUCTURE PIPE OPENING. PROVIDE ONE ADDITIONAL #4 BAR ABOVE AND AT EACH SIDE OF PIPE OPENING. / BOTTOM WHEN PIPE QUANTITY AND/OR DIAMETER FL REG. N 57605 REQUIRES LARGER DIAMETER MANHOLE TO ACCOMMODATE THE PIPE_ {' l �: i EET 514 I N0. ��VROJECT 22-031 _ _ - I - _ - . - _ - _ I . I . I . . I I . - I . I I . � . I . I I � I � � . . I . . . I I . . I . . . : . . ; . . . - . � i . ; . I I . /. - - 1l - - \ �� 9-#4 Ties ALTERNATE A NOTES: i GENERAL NOTES: r-D o.c. Max. - - - I - O /\ Type B Opening - (see Note I) #5 Peripheral #4 Ties 1'-0" 0-C. 1. Rotate #4 Bars as re uired to maintain cover. - - _ TABLE 1 - ALTERNATE A - STRUCTURES Q � N S N �V N tl') fr � O N ® q TABLE 2 - ALTERNATE B TABLE 4 - WALL DESIGNS - RECTANGULAR STRUCTURES . O n 1, Work this Index with Specification 425 and Index 425-001. _ - - �_� - Reinforcement - _- - - - - - SQUARE AND RECTANGULAR STRUCTURES - - - - Type AOpening �„ _ \ 2. Construct the tap or riser of the structure eccordin9 the top �- „ O C _ CAST -IN -PLACE ITEMS( PRECAST ITEMS O - - - �- Riser - - 1 \ - 1 of a round structure is not more than l'-W larger diameter - - - CLASS It CONCRETEL THICKNESS (t) VERTICAL HORIZONTAL " � VERTICAL - HORIZONTAL 'n - 2. Type P standard structure bottoms are 4'-O"diameter and smaller fAIL A) and 3-6" square - ��\/ - • - -{{{1 o nin in the riser or to tlaD- - TRUCTURE/RISER CUSS !! CONCRETE ASTM C478 WALL MAX.MAT. s I - w REINFORCING u, (Alt, 8) .Larger standard structure bottoms are designated Type J. Risers are permitted - - _ - _ ■ A .•t . Optional f J Pe 9 _ P _ - S CtNG NG - - - _ �- -1 - TYPE- TYPE LENGTH DEPTH REINFORCING - REINFORCING �.,-REINFOR 17'-6" Construction Joint � � � ;� DIAMETER (ft) G tz � _ As tr tz As - 1iron tz Az..< (FT) (FT) se '�RElNFORCI y 2 ndex 425-VOIT I C•n.) PRECAST 3 V - - Q Y (or all structures. - - - - - - - I ex. - (See (Sheet S o 6J / I'fi' Max. -- 3. Alternate A slab relydorcln not a lica11. for 7 e A, 8, - R�,�jR 9077,]f ( j (inz/ftJ RISER 80Ti0F f7,�//fJI (/n.) (inz!(t.l - (in.) (in.) I DEPTH SCHEDULE WALL' -p p C SCHEDULE 2 WALL WALL 3 ^ F y - / \ _ 9 PP YP I i ( 1 l ) I E TH I- DEPTH SCHEDULE DEPTH ,-SCHEDULE i- _ Z F - - C. D & E Ditch Bottom fniets or Type S b V Gutter Inlets. i - - P 3-6' P s3-6" 40 6 Riser 6 _ _- _ -- - Z ID Z - - . 3. Walls of circular structures (Alt. A) constructed in place may be of brick or reinforced - - - - - - \ - See Indexes 425-040, 425-041, 425-050. 425-051, and 425-052. - 6 8 0.20 I 6 8 0.20 1 4-' 0,105 8 Bottom SIZE 3-_V & RiSFR mm - � ;r"- W - concrete. Construct precast and rectangular structures (Alt. B) with reinforced concrete only. - � I - _ _ _ ! (see Note 7) - _ I : _ -w*,,, ,,,•<_ SIZE 1a-0"1Precast OaIYI W \ / P r-0" 6 8 I 0.10 1 6 8 010 ( 5'" O.1Z0 ! r-0' 40 8 6 I z1- - 4a A!7 fzl.1T < 1a BID 6"/8" InsidejOutside Inside Outsfd to O V / ¢Riser ¢ Type Riser J 5-0" - 8 0,20 1 - B 020 1 6•• 0.150 J s-0" 22 1 - 6 I I 2 n reinforcement are for either reinforced cast -in -place or precast concrete - _ - - _ - - - - - - - - - - I._I la c_18 I B5.5 6"/B" 76 4a D7 L D7 1 26 - IaFS _F5 9" ~ U U 4. Wall thickness and e P -_ Wail Reinforcing ' : J 6-IT - 8 0.20 1 - 8 1 0-?0 1 6 0.180 ! 6'-0" I t5 I - 6 I --- V Z units except that precast circular units may be furnished with walls In accordance with - _ _ - - - - - #5 Perlpharai - _ - ,. - ]8 c 19 C6.5 - 6"/8" - "' W uh J T-a' 8 0.20 I 8 010 J 5'-O'to 9-0" I <0 I 8 8 Z W �\ - s1zE lz a � - � Bars A -Short way - Sars A-SRort way � - - I 7 0.710 !! --- . -. _. ! „_„ 1 - I - - Reinforcement - - - - - I J )0'-M 1 26 1 8 I 8 ,,, I 1 29-40, I C3.5 �6"/8" ins,tle 1sl inside Outside_ - - - N ASTM C478 (See Table 71. - - ''' / - \ - !/ _ __ - _ {See Elevation) - - - - 1 (See Elevation) - -• - 1 J 8-0" - 8 P.ZO I - 8 O.ZO I 8 0.140 -' •-- ---:1 O / - \ - \ - ' - 1 J la-O' - 10 0.40## I - 70 10.40## I lO I 0.300 ! 13a-a"to)r-a'I 40 I - t0 I 9 y SIZE: 4'-0" 1, ' , z1. 17' < ]4' 870 BIO zl.lT < 7a C6.5 C6.5 IP - - O O O - I } 1 PLAN SECTION A -A zl. T- a U S. Top and bottom slab thickness and reinforcement are for precast and cast-ln-place constructioa � - - - - \ o• / \ a;� f i 4 _ -' t Bars Hoop J I 1zO - t0 0.40## 1 - 17 1 0.<0## I 12 10.360 J I 76'-0" i 35 I - I 9 1 " _ O Use Class If concrete, except when Class IV concrete is shown in the Plans. - x - �` �/ - SPECIAL TOP SLAB , - - - Bars (7 Lap III 1 O� A72" z1.iT <6' B70 6/8"-14'<25' C6.5 C6.5 1a<1T I D7 O7 ]0' 1 � � F F -� Sp/ices I J I 76-a' I 40 I 10 1 !0 I I 6 < 10' B5.5 _ _ 6 /8" ?S - 4a D7 D7 7T < 24' ES E5 10" 0 O t/1 - i - - ' t, and tz- Wall 7hfckrress. - --..._.. O O - - - - 2 Additiorw/ Bars B ; 2 Additional Bars 8 - Permitted/ - 1[ J 1 2a-0" I 25 I - 9 I I 1 a < 2a C6.5 6"/8' 24' - 4a FS FS 10" o LL U n h r Inlet tops Types 17 3 4,- �,_ - ��--- - - ��-- - - - _ ¢Structure @ S' Max. O.C. Each - 5" Max. O.C. Each ' As -Vertical and horizontal areas of reinforcement, - f J 1 1a-0• 1 30 I f0 - - . 6. Alt. A or .Alt. B structure bottoms may be used in conjunction with cub e p yp _ ?Additional Bars A Cg' S" 0-[. i f f )__ - me 10 I - I 2a < 18 - C3.5 6 /8" -„ , , - SIYE:.iz-D' 7PreraI Onl) � - 5. 6, 9, and 10, and any manhole or junction box. Alt. B structure bottoms may be used In ronJunctlon - : - - - - - - ' Ar - - Side o Opening Side of Bars Ming - - J ._..____- ....... Y ,.; ¢ Type A or Type B Riser (#1 Bars Min.) i t ##Provide 0.20 eq. frrr/ft. at each face, 1T max. bar spacing. I 28' - as D4.5 6"/8" - - --•-• •- W W W W with. curb inlet Types 7 & 8, or any ditch bottom Inlet. - - - - - - - Structure Bottom _ _ _ _ - _ �tr f#4 Bars Min.) _• _ _ P 9 See Table 4 for Reinforcing Schedule. - ( Ilnsidel0utsid fnsidel0utside - [1 Perpendicular Bars A i A I '•Modi(led minimum waH [hf[kness. - - - - - ^` : 5 ZE: S-t7" ' ' I I "t1.17' < IZ 810 I Blo Z1.17' < l0'I D7 D79"#5Hoo Bar ? SVurture(See Section A -A) / P I¢ I ¢Structure - - - 7. Rectangular structures may be rotated as directed by the Engineer In orderto facilitate connections - ALTERNATE A - - 1 . rt Bottom Bottom "`Min. total circumferential reinforcement (or continuous steel troops: zlil' - 4a A72 - z1.ITJ21 B5.5 6y8". 17 <74' C6.5 I C6.5 lac IT Da.S 104.5 9" _between the structure walls and pipes. - - - - - #4 ihrop 8er - - AI - 0.40 sq. in. for riser section height equal or less than Z'-0' l2 hoop min.) - 1 S <C6.5 6"/8" i 2r - 4a D7 I D7 7T < 23 I ES I E5 9"' I9 <C3.5 6"/8" 1 1 1 - 1 23'< 37 1 F5 I FS 9"�� - 8. Use stral ht embedment feinforcelaen[ in top and bottom slabs ,except when ACI hooks are specifically required. - •L "-(I Hoop Bar O 1\_ Fillet A: einf I 4 p in (3 hoop m1nf - - 9 J (1 Cap SpNre Permitted) sq. n. Pon riser section height more than 7-0' u to r- - I IS' c04.5 �6"/B" I 1 1 I 32-4P I GS l GS 9' \ 1 iii Areas of reinforcing for precast items are based on Grade 60 reinforcing. I 27 -E3 8" : Type A Opening V Type BO�ening- I I - _ _ I - _ _ SIZE., I6 -(!" - - -{ I No reduction In the area of reinforcement is allowed for welded wire fabric in Table 1. - ' `' I SIZ11 E: 6-0" .. '" -- 9. Construct corner fillets as shown for rectangular structures used with circular risers ant Inlet throats. _ - - _ - - I'll::;: , .. ...... - -- --� -- !nsnde .skew with rectangular risers inlets and Inlet throats. Construct fillets In the top '- Riser \ >"� - - • - _ f4 Outside Inside Outside _ r1_ A < 26' Al2 W _ -1 izl.11' < J]' C6.5 CGS _ - Mee of vertical reinforcing may be reduced !n accordance with ASTk C478. >7.1T < q C3.5 6'/8' >L1T < )3 O7 D7 10" and when used on s ng / _ - _ - slab of [he AIL A structure bottoms when used with the Type B risers. Reinforce each fillet with two #5 bars. - - � 2-#7 Each Way Placed on 1 � - I Reference Axis Bars 8-tanq war Bars 8-tong Way - - Top of Bars A and 8 at 45• I ¢Structure Bottom (See f/qat/On) 1 Additional Bars A _ _ _ (See Elevation) 2 Additional Bars A 9 < IS' 04,5 6a. 11' < 2a D7 07 13 < 2a ES ES 10" - I @ 5" O.C. f#4 Bdit min.) - 10. Units larger than specified standards may be substituted at the contractor's option when these units will _ - - _ - - - - - @ 5" O.C. (#4 Bars Min.) 15' < 26' E3 8' 2a < 28 ES ES 20' < 18 FS FS 10' Q InsideOut57d" Ins`de Outside) 28' - 4a FS FS 26' - 40. 1 65 GS 10" C\' not cause or Increase the severity of utility conflicts. Furnish such larger units at no additional cost to - - L TYPE A •ROUND RISER OPENING - - LLI- -Department. Lar er Alt. A units cannot replace Alt. B units without approval of the Engineer. This - _ / - Parade! Bars B I TYPE B -SQUARE RISER OPENING 26 - 4a I Al2 I A77 I 26' - 40 D7 I D7 1 8" SIZE 76 0" (Precast Only)' H the 9P �_�� _ - (See Elevation) - - PLAN - : PLAN - , ' . --`."`.-- - .... Top Slab Relniorcemeri - - , - ;`SIZE: T-0" ), ';, ; 9 JiC63 Outside Inside 0utside� - Z (V _ (Sea Note 1 & 3) - - - - lnsfde Outside l/nsnde Outside z},1T < 1 C6.5 - C6.5 ai.1T < 91 D7 D7 9" Note applies to this index only. - _ „ _ _ - TABLE 3 - REINFORCING SCHEDULE - 1z1.17' < 25'� Alt Al2 z1.17' < T I BIO B70 1 8' la < 18 07 D7 9 < 13 1 D4.5 D4.5 9' 3 Lt_ 3 N - ! - PLAN g n a - - - I GRADE 60 BARS OR 65 KSI & 70 KSr - 1 26 - 40' I BID 810 7' a 10' LISS 85.5 1 6' I, c Z5' E5 E5 13 < 19' ES E5 9" = •7 Q � - REINFORCEMEN NOTES: wELOED WIRE REINFORCING - _ . - _ C) � - _ •" It C I.- - - -I - - I I la < 2a - C6.5 C6,5 I 8' I iS - 35'� FS FS ]9 < 2T FS FS 9" 1 - I. Locate wall reinforcement in rectangular structures as shown in the WALL REINFORCEMENT - - - - - c° ITT It MAXIMUM SPACING 0 SPLICE DETAILS in Index 425-001. _ - - - i' - �� - - \ - - - - ''c - u - �� T v - 1 - -- SCHEDULE GRADE 60 - _____ -__ 1a < 3a D7 D7 8'-- I 7T - 3S , GS 1 GS 9' Z lLl fljpWpWL�r� _ - d b+ l �> -i1 •G,\r\r�o. `\�> _7+'^ u, - - v tf (�YPa Al or AREA GR 60 I WWR EOUN. AREA _ - -g ,.._. ,, 30' - 4a ES ,� ..ES B'. -_ I S12E 'ia 0" u.. _ . .. . - - , - \ _ c w t Z• C/. (See RenrdorcemtlY Note 2) + - - - - _ ,. .. - _ 1. Provide a minimum 2"clear cover far all reinforceient unless otherwise noted and except for i - ._ _ Inside Ou[sid (nsnde Outs'd c - o tt type B) 3' Cl. (Riser! (Inz /It/ 8R! 65 KSf 70 K5l _ - �r'W SIZE: 8-0' ` ``_I _ 3 V J }C► - - 36"diameter ASTM C478 units. - - - ', - \� � - o¢ �, IT o Z - � r ~ 1 - - ( Inside outside Inside Outside Izl.lT < la C6.5 C6.5 zl.1T < 8' D7 _ D7 !P I - W Z V Q - - im w c Top Slab #4 Bars JT Both 'c Top Slab #a Bars @ TT Both - - _ - Ail I 0.2t1 12 8 8 - - 1 z7.1T < 10' Al2 A72 a7.1T < 6 B5.5 85.5 8" I 1 la c 1T D7 D7 8 < i2 ES ES 10" I V 0 - 3. Additional bars used to restrain hale formers for precast structures with grouted pipe connections - Structure Bottom - - - - r- - Ways fC-I-P) See - ti ways (C-)-P) See - A6 0.20 6 5_ - --4,'S ( 2a - 40' C6.5 C6.5 6 < 13 C6.5 C6.5 8" - ¢; a Bars A 3-6• or Table I for Precast - $.- " Bars A 3'-0' or *_CrTable 4 for Precast I I 1T - 3a ES ES 17 < 2a FS FS 10'- I may he left flush with the hole surface. - ' ` \ - - - - = t °i - r-o• i` - ¢ - - BIO 0.24 �f0 8 )y, - 73 < 27 D7 07 8' I I ?0' - 3a GS GS i0" 1 - - ... -ic a It trA / H Bars 8 = m Bars B _ B5.5 0.21-1. 514 5 4 _ I 27 < 31' ES E5 ' 8^ 1 , ,�, STYE Ia O" (Precast Only) , f. - - W Li- SO �`j 8 Y a'_ -_. _ ...._- -- -. _ 4. Cut or bend reinforcement at pipe opens to maintain cover. - - - ALTERNATE 8 - Ti . \ il I • n _ _---...- . - C6,5�0.37 9/z 1 6 5 - 31' - 4a FS f5 8" __ "' O W W 9 - - - - -77 lnsfde 0utsid . Inside Outsid Z>J _ - - o - - - _ . _ oo - ._ - _ _ 1 C3.5 0.37 3)$ 1 3 - I Z$ - SIZE: ff.D" h ... k z1.1T < 8 W W ---:..; - - _ ...--_..,<....:: ... ....::.r ._,:. ._c-. :'" _._ «_, ,._ I C6.5 C6.5 z1.iT <8 D4.5 D4. 9" O ­11 1 E Extra ##s Bars at t 6" - 1 D7 0.53 7 1 6 5 - I I -- - W a Z a,5j W S. Remove exposed ends of reinforcing at precast pipe openings and grouted Joints to I" below the - - - TYPE J - - - - - �,, - a Extra #1 Bars at 1 trtr .. ' ^ - requirements o/ Specification 916. - - - - - - - - - - - r Opening (Z Above S -' r - I p q - _ _ _ _ _ ___ Ins de outmd Insitle�outslde I i 8 < I3 D7. D7 -_8 < 12 E5 ES 9" - - 2,r W o Z penis (2 Above OO concrete surface and seal with a Type f Epoxy meeting the requ e P _ _ _ - - - - - E E 6 1 Each S,oecr� m E -,' - I @ .i Min. Spacing - - - I D4.5 0.53 4� I 4 I I - - z1.1T < 17 A17 .A77 z1.1T < 8 C6.5 1 C6.5 I " 8 11. 13 - ?5 E5 1 ES IF a 19' FS FS - 9' - r a Z O a - / ) E o d & I Each Side) ES 6. Equivalent area smooth or deformed welded wire reinforcement may he substituted In accordance - - - - I _ o - / 1 0.73 5 1 4 1 4 }Z<28 �C6.5 C6.5 8c15' 07 I O7 1 e"11 1 19 -75' GS GS 9" ��p� �� �WpFs m m t /_� m m t E3 0.73 3 3 3 26 - 40, 1 D7 07 1S < 23' E5 I ES I 8' I P , with Index 425-001. - _ o , d #4 @ T-0" Both ways - _ rr O M L. I-- l TABLE 4 NOTES: SaQji��- ^' . ee `. (C-1-P la Die.) See a - o,^� 1`' Horizontal and Vertical FS 1.06 5 4 4 73 4a FS FS 8' - e, o Wall Reinforcement - a p Is O c Y o s Table 1 for Precast m .; u ,`i f5ee Table 4/ F3.5 1.06 3� 3 3 ...._ € SfZE la 0° i. Wall depth Is measured to the top of the bottom slab for boxes a � Z 11 ` ,a -. and Ia Dia. $ _a - -- -' •.- - --• .--- .- and to the top of the intermediate slab for risers. & W,i - _ - ee , GS /.45 5 4 4 11Cside0utsid - Inside0utsfdea; d i m h 3" Cl. (sin le Ca er) or - - G.3.5 1.45 I Y1, 1 3 1 3 _ - 2; Wall het ht !s the distance between to of lower slab to bottom aa ow a m 9 Y Iz7.1T < to 10 BIO z1.17' < 10' D7 D7 B" 9 p TABLE OF CONTENTS: - - mvi i -- / oN -- -\ �' Z" C!. {Double Layer) - - - H4 7.75 4 I 3 I 3 of upper slab. Maximum wall height Is 17 for wall IengtRsH� �` I la < 21' 6.5 C6.5 !a < 17' E5 E5 8" exceedin 5', or 1a for wall lengths exceeding 12. to Horizontal Bars - 9 g 9 _ �Z _ �7•,• - - 1 11' < 26 D7 D7 1T < 26' FS FS B. I Sheets Description _ - d-- - \. Structure Bottoms I, '•' d,. \ - - .. - - - - - - - - _ _ _ _ _ _ RYP. For Walls/ - - 3. Wall lengths exceeding 6-0" require two layers of reinforcing " / - 7 General Notes and Contents - / �° \l �� �. _ _ _ - (See Table O with 2" of cover from the horizontal -bars to the / - r I 16' - 10' C6.5 C6.5 26 - /a FS FS 10" \ . /,\\ �,,, ` / 1 ` i Inside and outside faces for each layer. n \. ` ti! ' Bars A Bars B `Bottom Stab ' Bars AJ ` Bars B \Bottom Slab _:1 4. Wall lengths exceeding the dimensions or depths shown in d - _ III > _ _ Table 4, or 72-0" diameter require a special design. � _ -- - 2 Dimensianad and Reinforcing Details - - - - - - - - - - - - - - - - I 3 tables t, 2 3, and 4 � `\\ ELEVATION ELEVATION Z I 4 Tables 5 and 6 ALTERNATE A ALTERNATE B _ TYPE J BOTTOM - ALTERNATE A TYPE J BOTTOM - ALTERNATE B S. wan thickness and reinforcing for rectangular structures is � R- - - - based on the longer wall length. _ a � C) 0 x TYPE P a . DIMENSIONAL AND REINFORCING DETAILS TABLES I, 2, 3, AND 4 J � N 2 DESCRIPTION: LAST ION: - INDEX SHEET LAST C y U97 2 DESCRfPTION: - _ - FY 2021 22 FY ZOZI-2Z Cn INDEX SHEET O Co REVISION m - REVJSlON ur FY 2021-22 _I l-V sal D6scrtrpr I FDOTOO STRUCTURE BOTTOMS TYPE J AND P - FDOT STRUCTURE BOTTOMS TYPE J AND P REvrsroN dvDex SHEET ems- STANDARD PLANS 425-010 1 of 4 17101120 W ems-- STANDARD PLANS � FDOTT I STRUCTURE BOTTOMS TYPE J AND P I J � 11/01/20 ru a 425-010 2 of 4 71/01/20 W �-- STANDARD PLANS 425-070 3 of 4 Q J 0 '- . n Q - N t _ - TABLE 5 _ - ....,,, SLAB DESIGNS - SQUARE AND RECTANGULAR STRUCTURES P AS NOTED - REINFORCING PARALLEL TO SHORT WAY AND LONG WAY) TABLE 6 - SLAB DESIGNS - - - - - W O (ALL SLABS 8 THICK EXCEPT LL . ROUND STRUCTURES I SHORT -WAY LONG -WAY I SHORT -WAY LONG -WAY I SHORT -WAY LONG -WAY - � . - - � N - RE1Nf. I . . < `1 SLAB SCHEDULE SLAB SCHEDULE SLAB SCHEDULE SLAG SCHEDULE SLAB SCHEDULE I SLAB SCHEDULE SLAB SCAB GENERAL NOTES: DEPTH (Bars A) DEPTH (Bars B) DEPTH (Bars A) DEPTH (Bars B) DEPTH (Bars A) I DEPTH (Bars Bl (2 WAY) _ _ _ O �_LBals ,•,�•-, _ 111_ I _ DEPTH THfCKNESS SCHEDULE 1, Work this Index with Index 425-0Of end index 975-070. ' o SIZE: Y-6" x UNLIMITED SIZEz. 6 x 6" . "; 5IZE: 8' x 8' SIZE. 3`6' DIAMETER - 2. Conform finished grade and slope or the Inlet Tops to the - - - Q •� ( zo.5' < 8 B70 z0.5' < 24' 810 I a0 5' c 13-:I C6.5 oo-Y <)Ol C3.5 -< 1 zO.S < 7a D7 a0.5' < 9' 04.5 7-IS 6" Precast C6 5 ^ finished cross slope and grade of the adjacent sidewalk - - _ - - W _J 1 B' < 13 B5.5 24'-40' 85.5 I I 13 c 23 D7 la < 18 D4.5 1 /a c 19 ES 9 < 13 ES 0.5' < 3a I 8 A6 and/or border. Manhole Frame and Canner 0 I 13 < 31' C6.5 I I 23-4a E5 - 18 < 27' E5 I 19-3a F5 13 < 18 F5 3a-40' 8" B5.5 - Transition I., (See Index 425-001) _ - - ,,._31;.-4a _i,D7 1 2T_<, 33 _, _-_E3 I 1B c 23 F3,5 - SIZE'�,4'-0• DIAMETER , , , 3. Provide 1i" minimum cover for steel in the Inlet Top. �I -- m Q I 1 33-40 FS I 23-3a G35 - ao.S < 19 IT A6 I \` - - SIZE:: 4r°x UNLIMITED a ,r I I _T. a 79 < 30 8• -85.5 - - 4. Construction oI /Met Tops are either precast or cast -in -place. - - _ _ - O z �w zo 5' c T B5.5 -,O: f < 15' .. 810 _ ' . , SIZE; _ 6 x 7 .' _ _'.. 5IZE; 8' z 9 -- III _ - _ co -+ Z + 3O-4a� 8' I C65 \\ 7' < 19 C6.5 I S < 29 85.5 I _z0 5' c 8 C6.5 zO S 8. - C6 5 z0 5 < 8 07 z05 < 7' D� x SIZE., F-0" DIAMETER " S For precast units, [he rear wall and apron may be precast \�\ III- .._..._ ....... ....._ -..._- _ ~ Z I 19 < 3T D7 29-40' C6.5 1 I 8 < 16' D7 8 e 17 C3.5 8' < 19' ES 7 < 9 D .5 xO.S "c 1S 8 85.5 as a separate piece from the top slab. Provide a minimum Inlet �� 31'-IU ... ESQ .I I 16' < 2Sr ES 1- < 21' D4.5 1 14' < 23 FS 9 < 7S E3 - I !S < Z6' 8' C6.5 I - of 7 - #4 dowels, otherwise install in accordance with i _ _ //'�J . � TRENCH WIDTH + 4' MIN. � / � � ,r � I 28-4a - FS 21' < 28 E5 I 2Y-31' 63.5 15' < 2a F5 26 < 3S 8' 6. - Index 425-001 "OPTIONAL CONSTRUCTION JOINTS'. SURFACE RESTORATION 4 \ 0 .: d',' I 28 < 3S E3 1._.... 2a < 23 F3.5 PIS - I _ Q N ;. . SIZE.", S' x $'' ,, I 35'-4a a" D45 6. These inlets are designed for use with standard curb and � 12" - MECHANICAL COMPACTION i- Q) - - - - z0., <3 C6.5 z03<3 I ( I j FS`-„� I 23-jV G35 3 c T 85.5 _ 3 c 13' C6.5 . SIZE: 6-0• DIAMETER utter Type E and Type F. 4 slzE-6 x B' srzE: 9 k 9' I 9 MIN. NOT ALLOWED BELOW THIS t T < ?7 C6.5 13 < 22 DJ + z0.5' < 6' C6.5 z0.5' < 6' BS 5 z0.5' c 8 D7 z0.5' < T D4 I zO.S < 9 8" B5 5 - V - W O LEVEL INLET TYPES 1 AND 3 g // / SUBSEQUENT BACKFILL: MATERIAL SHALL MEET THE SAME W ~I 9 < 7 2 e" C6.5 I 7. Use only round concrete support posts. //,\\/ \ \ REQUIREMENTS AS FOR INITIAL BACKFILL, EXCEPT THAT IT MAY BE �22 < 29 D717<2904,5 I 8 < 13 D7 6 < 1T C6.5 I 8 c )4' ES T < Ia ES I 7S < 27 8' C3.5 I - jp' an_ ES -_ •7q-40' .,�.-__ES- I 73 < 22 E5 11' < 7T C3.5 I 14' < Z2 f5 I la < IT I F3.5 _ ZZ' < 30_8' _D4,5 - - - 6"MAX. LAYER$ OR \ b \/ Jyr5IZE: 5' x 6''. 27 < 3s FS 1T < 77 - D4.5 1 - 17' < 2Z 63.5 3a-<a e- E5� - Curb and Gutter OTHER APPROVED ��j f - -• �\BACKFILLED AND COMPACTED (MECHANICALLY) IN ITLIFTS, AND THE 2U) N',":': Z !, / MAX. ALLOWABLE DIMENSION OF ANY STONE OR ROCK FRAGMENTS f` I 35'-4a C,.S 77 <_Z ES SIZE. 9'x9'x10' SLAB rllrcKNEss METHOD TO ACHIEVE �/ � \ z05' < IT C6.5 zOS < 3 C6.5 %j SIZE Td DIAMETER I - 17 < 16' D7 3 < 9 B5 s- 1 32 40 ' Zz < 36 I F5 I 2z < 31' I F35 ag,S < 8 e cis I 98%COMPACTION �\/j / t�JL - \/j\� SHALL BE 2 INCHES. W Q I` - I '., SfZE: 6 x 9 ,, , - •• , 36-4a - GS 31'-4a Gas �� iU �/ INITIAL MAY BEB N KFILL: TYPE 2 MATERIAL SHALL BE SANDY MATERIAL, AND I"'" W 26-Ia _ ES 9' < 23 C3.5 8 < 16 8' D4.5 1 23 c 35' 04.5 1 z0.5' c 6 • D7 zO.s < 6 95.5 _ ;_5IZE 10'x10'x/O' SLAB THICKNESS 16' < 23 B• E5 BOTTOM OF TRENCH TO BE CLASS'C' BEDDING / b orO \n�, UNCLASSIFIED MATERIAL OBTAINED FROM CONTRACTOR'S f� &O F < 7' c6s 0.s < 6 c6 s 23 < ?T a E3 I HAND SHAPED TO PROVIDE FIRM BEDDING OF THE I L) <" EXCAVATIONS AND APPROVED BY THE ENGINEER. THIS MATERIAL 35-4a 18< !r ES 8< 14' C6.5 I _ N s r m MaMole Frame and Cover UNDISTURBED EXISTING SOIL FOR THE PIPE. IN THE ��/ \ SHALL 8E FREE FROM WOOD, ROOTS, HUMUS, PEAT, MUCK AND V %'SIZE; 5' k TI 1 14' < 24' F5 It < 21' C3.5 T < la D7 6' < 9 D4.5 2T-4a 8' F3 I \ ,\ zo S' < lD' C6.5 zOs' < 10' 85.5 1 24'-34' G5 21' < #5 ES 10 < 18 ES 9 < IS ES .-, SIZE; e',-0" DIAMETER •` Transition f5ee Index 475 0071 JUDGEMENT OF THE ENGINEER, IF THE SOILS �� / !��\ OTHER ORGANIC MATERIALS, AND SHALL NOT CONTAIN CLODS, Z I 25 3 )5' c 27 FS /��/ �j�� STONES, MASONRY, RUBBLE OR THE LIKE GREATER THAN 1}4 INCHES W (5 la < 2a o7 lac 31' C3.5 1B < zT Fs zos < fa s D4.5 \ ENCOUNTERED ARE UNSUITABLE TO ACT AS A � za c 34' ES 31'-da D45 1 i ,-. , - - t 27-37 G3.5 1a < 16 8' E5 �, " FOUNDATION FOR THE PIPE, THEN THE CONTRACTOR / /, , IN DIAMETER. MATERIAL SHALL BE PLACED AND COMPACTED IN 4" a' W 34'-Oa Fs SITE; 6. 1< urfuM(rEo • , ,:, "•,;. SIZE 1z'xl.-xlr SLAB THICKNESS - 16' < 19 a• E3 �� - SHALL EXCAVATE AND BACKFILL WITH CLASS'S' \ \ � ,� LIFTS UP TO THE SPRINGLINE OF THE PIPE, AND IN 6" LIFTS TO A W "K N - - I _ i \ �, I zos < B 07 aOs < B Bss aDs < la D7 ens < B 07 1 v�I 1,<n m Fs BEDDING MATERIAL WHICH SHALL CONSIST OF J \�/ / POINT 12"ABOVE THE TOP OF PIPE. � - N SrzE 5 x a I a < It Es 6 < u c6s ]a < 16 5 B < )r Es EITHER: 4'" LAYERS m I _ ��� NO MECHANICAL COMPACTION WILL BE ALLOWED FOR THE INITIAL � W TYPE 1 BACKFILL: WELL GRADED CRUSHED AT 98% / l BACKFILL. IF IN THE OPINION OF THE ENGINEER, THE TYPE 2 -" " - "�"' I lr c 24' FS lA• < 21' C3.5 �r z0.5' cT� ~f(„5 ;�.5 c B BIO 16' < 2-1 FS 1# < 27 FS - SIZE. lad DIAMETER _ - " " _ _ T < 73 7 < TT 85.5 1 2r-3r c5 ?I' - t ES I zO.S < lz 10" Da.S \� - STONE OR CRUSHED GRAVEL (ASTM C33-71A, `� \ I MATERIAL WILL NOT PROVIDE ADEQUATE AND UNIFORM SUPPORT V Z Q 7s-3s es zz < 3v Gs Y over GRADATION 67) -} TO NO.4 SIEVE- \ \/ /�v \\/ FOR THE PIPE, THE CONTRACTOR SHALL OBTAIN AND PLACE TYPE 3 Q_ I` 12, < 0' FS - 2 - 0' C65 1 2s-3r ES 3O-3s H4 i{ 17 < Ia 1a• Fs - BACKFILL: SELECT GRANULAR SAND MATERIAL FREE OF ORGANIC ^) i-_ TRENCH WIDTH MATERIAL WITH LESS THAN 3% FINES PASSING A NO. 200 SIEVE. D ~ � - 2r-40 FS 2S-4a C3s ,., 20' < 28 10' f5 I ,SIZE.• T x 7' I 28J0 10 G \`. 5rzE- s x 9r. I ao 5' < 8 c63 aO.s <'r C6_5 ' )iP .:_ TYPE 3 BACKFILL: SELECT GRANULAR SAND UNDISTURBED 5IZE: Izd DIAMETER \., MATERIAL, FREE OF ORGANICS WITH LESS THAN SOIL INLET TYPES 7 AND 1 \ NOTES: Z zo.s < s c6s dos' < 14 610 I s < Is' D7 # < T I cis 1 ins < B Io DOs 1 TABLE OF CONTENTS: \ 3%FINES PASSING THE N0. 200 SIEVE. MAX WATER LEVEL 2 - N IS < 26 Es T < 11' 04.5 / < 13' 10 E5 1 - Sheet Description �- 1. WHERE SOIL CONDITIONS CANNOT BE MAINTAINED AS SHOWN ABOVE, ALLOWABLE DURING - X .S r, PROVIDE APPROVED METHOD OF CONSTRUCTION. CONSTRUCTION r , I� I` B < 14' D7 It < Ir ess �.... _._ 2. SHEETING WILL BE REQUIRED AS DETERMINED IN THE FIELD. v = T J J6'-4a FS I I' a 2z E3 $LAS AND WALL DESIGN TABLE NOTES l3 < to lo' f5 1 f General Notes and Contents 3. NEW SURFACING MATERIALS SHALL BE CONSISTENT WITH EXISTING (� 14' 25' E5 24' < 34' C6.5 - - - - 25 4a F5 3r-4a C3s I 77 c 37 F3.5 ++al G3.3 - I 37-4fy Gj j1. Size is the lnsfde dimensiev(sl of a structure. 18' 2JV IT G3.5 1 I 2 Top Dimensional and Reildorcfng Details Lij SIZE. x UNL7MlTE6-� SIZE: T x B' 3 Transverse Dimensional and Reinforcing Details AND SHALL HAVE LAPPED AND FEATHERED JOINTS. (1-1/2" MIN. THK. r n ' r z0.5 < 5' C6.5 - z09 < S C6.5 2. Stab reinforcement is approPrlate for top. 4. COMPACTION PERCENTAGES SHOWN REFER TO A.A.S.H.T.O. T-180.) V ♦ C� rp 5" < 8' C6.5 z0.5 < 14' B10 - intermediate, and bottom slabs. - - < 14'-� -- Qr _ _ l r < 2,1 85.5 5' c 11' D7 5' < B C3.5 - I - I -r < 15' ES 24' c 3# C6.5 11' < 19 E5 8 < 13 04.5 3. Bottom Slabs for precast 3� r 3� rectangular 5. ALL ROADWAY RESTORATION SHALL COMPLY VNTH LOCAL I. 12s'_4a ,_FS.._ _.., ,,.-34-40' C3.5. 19' < 3a FS 73 < 2z E3 - structures at 7S depth w less, awy be 6' thick. PUBLIC WORKS / F.D.O.T. STANDARDS. 3174a 65 2Z < 30' F3 5 Curb and Gutter 37_4a `�„� a. Slab depth Is measured from finished grade to 6. TRENCH WIDTH W =PIPE O.D. PLUS 2'-0". - 3 'SIZE; > x 9 i top of stab. _ . (UNPAVED AREAS) 1)S" SP-9.5 (MIN) BUT SHALL I - z05 < 9 07 zo 5 < 7' C6.5 S. Reinforcing schedules with larger areas of steel . _ CURB INLET TOPS MATCH EXISTING PAVEMENT ' 9 < 15 _ _ E5 7 < 1a _ C3s may be substituted for schedules with smaller bar s THICKNESS, UP TO 3Y" (MAX), v J M 15' < 75 F5� 7a < 14' D4.5 or wire sparing, enept that Schedule Blo may not TRENCH WIDTH W +4' MIN. I - be substituted for Schedule A6. See Index 425-001 w - 25' - 34' G5 14' < 21' ES 71' a 29 FS for allowable Dar tpatrng adjustments when larger SURFACE RESTORATION REPLACEMENT LIMEROCK BASE R I 79'-3# c3.5 areas of reinforcing are substitued. R EXISTNG I/- 1N 3 LIFTS AT 88%COMPACTION MECHANICALLY SAW I. BASE EXISTING PAVEMENT MIN. Q a TABLES 5 AND 6 - _ Y/YhV,/MYr, z DESCRIPTION: ` '` MECHANICAL COMPACTION LAST 2 DESCRIPTION: INDEX SHEET - LAST O FY 2024-25 � INDEX SHEET - W o FY 2021-22 REVISION m , 1 F • / / / / / / - / / / / / / / / / NOT ALLOWED BELOW THIS a REv1s1oN FDOTOT STRUCTURE BOTTOMS TYPE J AND P I FDOTOOT CURB INLET TOP TYPES I, 2, 3, AND 4 , ' / / / / / / - / / / / / / / / / , . • LEVEL u/oI/2o W �+"-- ' STANDARD PLANS (425-010 4 of 4 11/0l/20, I �� STANDARD PLANS I `425 020I 1 of 3 • . / / / / / / - /f. / / / / , , , ; . I I / / / / /1S / / / / / / / / SUBSEQUENT BACKFILL: MATERIAL SHALL MEET THE SAME -' •• ... • 6" MAX. LAYERS OR / / / .� 1 /°i / / / / / / / REQUIREMENTS AS FOR INITIAL BACKFILL, EXCEPT THAT IT MAY BE r n C) • OTHER APPROVED / / J!" / z / / / / ./ / BACKFILLED AND COMPACTED (MECHANICALLY) IN 1T LIFTS, AND THE (D i-0" Manhole Cover (Typ,) 4'-O' " - Z-0' Manhole Cover (typ! METHOD TO ACHIEVE / f0 5 / / / / / / / "MAX. ALLOWABLE DIMENSION OF ANY STONE OR ROCK FRAGMENTS r O Optional Construction Joint J•-6' 1'-6• r'-0" 98% COMPACTION N p SHALL BE 2 INCHES. V C INITIAL BACKFILL: TYPE 2 MATERIAL SHALL BE SANDY MATERIAL, AND - o1y (See General Note 51 optional C"ruction Joint Q\6' r (see Geaeral Note 51 9 BOTTOM OF TRENCH TO BE CLASS C BEDDING ' ` r,J°� i d ' I I I ` - HAND SHAPED TO PROVIDE FIRM BEDDING OF THE MAYBE UNCLASSIFIED MATERIAL OBTAINED FROM CONTRACTOR'S v $ Sra./Offset location $-- Sta./Offset location b : - ;,: ;ls/y' i "- .� a n .� UNDISTURBED EXISTING SOIL FOR THE PIPE. IN THE EXCAVATIONS AND APPROVED BY THE ENGINEER. THIS MATERIAL /' ^� ' r 1O Die. Manhole Cover y • 7 e a a.. • ' b _D.� " : a? .' i ;-%-,*. �-.i. JUDGEMENT OF THE ENGINEER IF THE SOILS 1� SHALL BE FREE FROM WOOD, ROOTS, HUMUS, PEAT, MUCK AND .p 7-0' Die. Manhole Cover q,, / . G • . . D : 6' . �.:;,- fc a •.'J, �., • a . . • a *..6 a • d Q • �__ - r. _ �( -x:: ', +. ; t D ?,'. ,, ENCOUNTERED ARE UNSUITABLE TO ACT AS A • OTHER ORGANIC MATERIALS, AND SHALL NOT CONTAIN CLODS, Q t - - . a �. a' 8"" 'i ;•'_; i FOUNDATION FOR THE PIPE, THEN THE CONTRACTOR STONES, MASONRY, RUBBLE OR THE LIKE GREATER THAN 1J4 INCHES Np !\\ `� /! \� Ji �� 6r° s;a be�•'R a;;p •a. b i \, \ x v , I e s' B Concrete Support Post \ a - a a S / Cearere Support Post i - ( - • �' SHALL EXCAVATE AND BACKFILL WITH CLASS'S' IN DIAMETER. MATERIAL SHALL BE PLACED AND COMPACTED IN 4! 11 i 1 i a e e • e � 4", b ; .,-t: BEDDING MATERIAL, WHICH SHALL CONSIST OF ,X-\ LIFTS UP TO THE SPRINGLINE OF THE PIPE, AND IN 6•' LIFTS TO A ' �i; 'f`� �' b - t1 " n.. Theoretical Theoretical - �/ �I �1" RL tr P. i�70 conc,ete /' I �� > P S. Gutter Elev. :.,. a •6 ; . 6 a Gutter Elev. EITHER \ POINT 12"ABOVE THE TOP OF PIPE. �� 5" B Concrete J i l - support lost / I - °- +:: B TYPE 1 BACKFILL: WELL GRADED CRUSHED 4" LAYERS -f • _ , ,</ NO MECHANICAL COMPACTION WILL BE ALLOWED FOR THE INITIAL _ Support Post ' ( I }� or �� + STONE OR CRUSHED GRAVEL (ASTM C33-71A, AT �' - 1\ \ r I BACKFILL. IF IN THE OPINION OF THE ENGINEER, THE TYPE 2 t4 I - . 6 3.6' a #-0' PIP% / r n I- I # TABLE 1 =I \ Z d for ?_6` via. I -� I GRADATION 67) -t TO NO.4 SIEVE- 1r I I .D 17 MATERIAL WILL NOT PROVIDE ADEQUATE AND UNIFORM SUPPORT V ` _ FOR THE PIPE, THE CONTRACTOR SHALL OBTAIN AND PLACE TYPE 3 INLET I I t -9 for r a via. I, _r for i� DDia. TYPE 3 BACKFILL: SELECT GRANULAR SAND BACKFILL: SELECT GRANULAR SAND MATERIAL FREE OF ORGANIC Curb & Gutter Gutter Curb & Curb & GuKer Gutter Curb & - MATERIAL. FREE OF ORGANICS WITH LESS THAN TRENCH WIDTH UNDISTURBED MATERIAL WITH LESS THAN 3%FINES PASSING A NO. 200 SIEVE. Gutter Trans. T -o trans. . Gutter - DIMENSIONS wrier Trans. T T Trans. Gutter INLET SECTION WITH TYPE F CURB AND GUTTER INLET SECTION WITH TYPE E CURB AND GUTTER 3°.6FINESPASSINGTHENO-200SIM. IW SOIL . NOTES. MAX. WATER LEVEL Inlet p T 1. WHERE SOIL CONDTTgNS CANNOT BE MAINTAINED AS SHOWN ABOVE, ALLOWABLE DURING I - Type PLAN - " a I 7a-O" la-0' PLAN a - a ' 2 fa-O' ID-0' t PROVIDE APPROVED METHOD OF CONSTRUCTION. CONSTRUCTION . ,, t --...... ..._..__ TRANSVERSE DIMENSIONAL DETAILS_ .................._ Gutter Lfne bi bl LI 6 b 3 61-O' 6.O Gutter Use bl bl 1 I. 2. SHEETING WiLL BE REQUIRED AS DETERMINED IN THE FIELD. - ' " . " + 4 1 4 6 0 6-0 i{ #6 Bars unless 3. NEW SURFACING MATERIALS SHALL BE CONSISTENT WiTH EXISTING Q Z 1. AND SHALL HAVE LAPPED AND FEATHERED JOINTS. 1 12" MIN. THK Z L Q . I i I 1 I , -1 t i , r .r� , -I� - #6 Bars Otherwise Shown 6" V. 9• .r otherwise Shawn - 4. COMPACTION PERCENTAGES SHOWN REFER TO AAS.H.T.O. T-180.) 1.- Z _ _ i t t j #6 Bars 9' 6' 7Vt' lOr/• �I I I { - �- �._� TheoretuM i S. All ROADWAY RESTORATION SHALL COMPLY WITH LOCAL Q N 3'.0' 1 t 3'-a' - 3'-4f 1 r t 3-0^ #6 Bars 3K O V/ Curb & Gutter I Gutter Curb & Curb & Gutter Gutter Curb & m �� - Gutter Elev. - �''` - PUBLK: WORK$ / F.D.O.T. STANDARDS. - - I - Gutter Trans. T I 3-0' Trans. Gutter Gutter Trans. I T 1 T I Trans. Gutter 'o 9 Ctrs. I 0 9 cars ��r�" 1 1 �--�� I 6. TRENCH WIDTH W - PIPE O.D. PLUS 2 Y \ ` #6 Bars P a @ 9 crrs. -I , F ; ® 8 C ,y 1 `,' s ��''' (PAVED AREAS) U ELEVATION .. ELEVATION Both was #7 Bars #4 Bars I m TYPE 2 a)vD . % ; rCtrs I 07Bart�^` y �' TRENCH DETAIL (n -I „ W TYPE" 1 AND 3 I. 04 Bars O B' Ctrs. (Typ,) 11-MM N.T.S. 'Q Z (n , .......- ._ _ --- .... ......... #4 Bxs t Ctrs. arP J __.._ TOP DIMENSIONAL DETAILS _ _......___.'f� I 1 3 I = Q . -)_ - 116 i Y-6" DIA. STRUCTURE BOTTOM _J W . Y-6' DIA STRUCTURE BOTTOM LLJ M #6 Bars (TYP•1 06 Bars RTaJ - `. O Q . I\ #6 ears UNes$ X i . . t_ #6 Bars #6 Bars #6 Bars Unless Otherwise Sown - 1"- Otherwise Shown 9• 6' 7'q' 7%- 3' , 9• 6' 74* . 104E � Q U Il,j� .. -__ I j Imo•- � �y c • ' .. .___. _ c --4: - -1 Theore Ica( I t•^- . L V ) . `#h __ _ I I i Gutter Elev. / #6 Bars Top. \ #6 Bars Top. N . �•,,.- : '1'-.� /� #T Bars Bottom ✓ 1 #7 Bers Bottom - _" _ ' --_ __, - - Back of Cerb #6 Bars (See Sheet 3 Bxt of Curb 16 Bart / p `? - #6 Bars (See Sheet) #7 Ban i ""� _ } I for spacing) 1 for Spacing) , ,��! - ITBart q /-/, / / / \ / J uf6 Bars 9• / s e Concrete From of cure #6 Brs 0 ! •� - `T B Concrete �"I �/ Front of Curb @ Support Post Snapart Post t RYPJ - - T-.-.._.. _ I---- . PLAN PLAN I r 1 it T V` 3' 4- 3' 1 3• . .. ..". OSEPH W. CHULKE NOTE: TYPE ?AND 4 REG. NO. 47048 TYPE 1 AND 3 For transverse section refnlercemert. see sheet 3. 4'-0" DIA. STRUCTURE BOTTOM 4-0' DIA STRUCTURE BOTTOM Q / ❑ TOP REINFORCING DETAILS g INLET SECTION WITH TYPE F CURB AND GUTTER INLET SECTION WITH TYPE E CURB AND GUTTER FL REG. No. 57396 // . ❑ WILLIAM P. ODARO / FL REG. NO 5 / . R TRANSVERSE REINFORCING DETAILS . R- R - .. . TOP DIMENSIONAL AND TOP REINFORCING DETAILS . . . TRANSVERSE ND REINFORCING DETAILS A LA,� I DESCRIPTION; LAST DESCRIPTION: -O �I fY 2024-25 INDEX SHEET 1,;:1 FY 2024-25 INDEX SHEET REVISION IFDO CURB INLET TOP TYPES 1, 2, 3, AND 4 REVISION I FDD,T CURB INLET TOP TYPES I, 2, 3, AND 4 I- � S EET. 11/01/20 s- STANDARD PLANS I 425-020 203 WOW a ""w- STANDARD PLANS I 425-020 3 Of 3 515 . `'PROJECT NO. I �/ � 22-031 / . . I ' JI 1 ul in 1. THERMOPLASTIC SHALL CONFORM TO THE REQUIREMENTS OF THE FLURIDA D.O.T. STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION. SEE SECTION 711. MINIMUM THICKNESS SHALL BE 90MILS (ALKYD ONLY), EXTRUDED ONLY, LEADED MATERIAL ONLY, z z ON ALL COUNTY MAINTAINED ROADWAYS. - 0 0 z 00 0 2. EXISTING ROAD SURFACE SHALL BE OVERLAID THROUGHOUT THE LIMITS OF CONSTRUCTION, IF THE EXISTING PAVEMENT MARKINGS ARE INCONSISTENT WITH THOSE PROPOSED, UNLESS OTHERWISE APPROVED BY CITY OF SEBASTIAN TRAFFIC ENGINEERING. #5 CHANNEL POST STOP U-) y ANY ST. V 1 O O 0 o 12' FROM EDGE UNLESS OTHERWISE APPROVED BY CITY OF SEBASTIAN TRAFFIC ENGINEERING. 3. THERMOPLASTIC SHALL BE USED U SS U OF ROAD NOTE: 0 0 co 0 4. ALL PAVEMENT MARKINGS SHALL BE INSTALLED OR REPLACED ON EACH APPROACH WITH THE SAME MATERIAL USED AT THE 6' TO 10' Z 2' 0 0 W TRANSITION, CONSTRUCTED FOR A DISTANCE PER PLAN NOTES TO CONFORM WITH EXISTING ROADWAY DESIGN AS APPROVED BY CITY O STOP IN ACCORDANCE WITH b LL LL 0 TRANSITION, SEBASTIAN TRAFFIC ENGINEERING DISTANCE PER PLAN INSIDE Z U �+ SECTION 2D.38 OF THE a a a a M.U.T.C.D., WHEN A STREET j j j j PER PLAN F wa g INTERSECTS WITH A 5. SPEED EQUALS POSTED SPEED IN M.P.H. OR DESIGN SPEED, WHICHEVER IS GREATER. -0" O Z 4 � MULTILANE ROADWAY OR THE ADJACENT STRE 2' GAP MIN. cO nw = POSTED SPEED LIMIT ES 6. ' DIMENSIONS AND GEOMETRIC LAYOUTS INDICATED IN THIS DOCUMENT REPRESENT MINIMUM REQUIREMENTS AND DO NOT SUPERCEDE CC r © GREATER THAN OR EQUAL 0- THE NEED FOR FURTHER ENGINEERING DESIGN TO MEET THE NEEDS OF SPECIFIC PROJECTS.TO 40 MPH, STREET NAME © w SIGNS ARE REQUIRED TO 7.`" PAVEMENT MARKING INSTALLATIONS SHALL BE IN ACCORDANCE WITH THE FLORIDA DEPARTMENT OF TRANSPORTATION STANDARD ', � / I J HAVE A 12" HIGH BLANK LATEST EDITION). STANDARD CROSSWALK z .D. & F.D.O.T. STANDARD PLANS FOR ROAD CONSTRUCTION SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, THE M.U.T.0 )� I -1 � � N WITH 8" HIGH CAPITAL LETTERS OR 6" HIGH OWER 01 CASE LETTERS. WHEN THE cn cn H 04 8. ALL EXISTING ABOVE GROUND UTILITIES AND ANY OBJECTS WITHIN THE RIGHT-OF-WAY OR ROADSIDE CLEAR ZONE, WHICHEVER IS I I O� GREATER (WITHIN THE LIMITS OF CONSTRUCTION), SHALL BE SHOWN ON THE PAVEMENT MARKING PLANS. NOTE: SPEED LIMIT IS LESS THAN Z o 40 MPH, STREET NAME HANDICAP OR WHEEL CHAIR - r Q POST: STEEL FLANGED CHANNEL SIGNS ARE REQUIRED TO r m 9. WHEN USING CHARTS BELOW, DESIGN SPEED SHALL BE SHOWN ON THE PLANS. ACCESS RAMPS DICTATE y. POST W/ GALVANIZED FINISH PER HAVE AN 8" HIGH BLANK w °� 0 TYPICAL CROSSWALK PLACEMENT .` A.S.T.M: A-123 ; MIN. WEIGHT: i.tlL_T: 1i I� III � _ WITH 6 HIGH CAPITAL z Y 10. TRANSITION FROM PAVED SHOULDER TO EXISTING PAVEMENT EDGE SHALL BE 30:1. SHOULDER 'Lu =t rt��t �'t� v� 3 W TWO LBS. PER FOOT, 7/16 " DIA. I in LETTERS OR 4.5" HIGH o U N a STANDARD CROSSWALKS SHALL LOWER CASE LETTERS. SHOULDER j HOLES, 1" APART TOP TO BOTTOM. / , , 11. IF EXISTING PAVEMENT MARKING MATERIAL IS NOT COMPATIBLE WITH (ALKYD THERMOPLASTIC, IT SHALL BE REMOVED PRIOR TO BE INSTALLED AT SIGNALIZED > 0 ; A CONCRETE FOOTER IS NOT a\y �' W ' .. � � wre.:vua:,lavinr.w � O COMMENCEMENT OF WORK. OR STOP SIGN CONTROLLED REQUIRED UNLESS IT IS SHOWN INTERSECTIONS AS PER DESIGN ON THE PLAN, 12. DISTANCE BETWEEN STOP BAR AND CROSSWALK SHALL BE'A MINIMUM OF 4 FEET. _ '"ZDwow s '� �I 1111i N QFaw= CROSSWALK &STOP BAR PLACEMENT M N - L5 a" I �4% \�V. If .I ..._) r- i,.._ p II IIFIIF'11 . I - � wW 4��z NIN TURNOUTS, AND STREET IMPROVEMENTS WITHIN DISTANCE X SEE CHART #1 BELOW), SHALL BE SHOWN v<<.nxvrr.,l, , 9/�� trL•�I I Yr r. c> o�Z wog 13. ANY PAVEMENT WIDENING, u (>( TAPER ACROSS SIDE STREET OR MAJOR DRIVE �i�,i-Il ll�Tf- N' ON THE PLANS. 51f!/Js1Y///.��/,a\\'1 -nr_=1t1=11 �itcttK I! 5/8"R.kWONWAX 14. ` 2' SHOULDERS SHALL BE USED ON NON -THOROUGHFARE PLAN ROADWAYS. M 5 4' SHOULDERS SHALL BE USED ON THOROUGHFARE PLAN ROADWAYS. - - _ a i� 0 w '�' _ 3l32" �a33Z`i��3w�acoiJ ANY ST. �- : 15. THERMOPLASTIC SHALL NOT BE INSTALLED ON ROADWAY UNTIL FIVE CALENDAR DAYS AFTER THE FINAL LIFT OF ASPHALT HAS BEEN 12' COMPLETED, WITH THE EXCEPTION OF FRICTION COURSE #2, WHICH SHALL BE 30 DAYS OR AS SPECIFIED BY CITY OF SEBASTIAN / \ BLADES 578" R. M TRAFFIC ENGINEERING. - GENERAL SPECIFICATIONS: *ATRADIUS WHEN POSSIBLE 16. ALL PAVEMENT MARKINGS SHALL HAVE REFLECTIVITY OF NOT LESS THAN 350 MINI -CANDLES AT INSTALLATION. NOTE: TYPICAL SIGN r , Z IN ACCORDANCE WITH SECTION 2D.38 OF THE M.U.T.C.D., WHEN A V p E CIO p EXTRUDED BLADE PLACEMENT c`'� S r STREET INTERSECTS WITH A MULTILANE ROADWAY OR THE ADJACENT (UNCURBED SECTION) O0 U 17. ALL LONGITUDINAL PAVEMENT MARKINGS SHALL BE 6" WIDE, UNLESS OTHERWISE NOTED, PER F.D.O.T. STANDARD PLANS FOR ROAD SECTION zi O O �/ STREET POSTED SPEED LIMIT IS GREATER THAN OR EQUAL TO 40 MPH, CONSTRUCTION OR CITY OF SEBASTIAN DESIGN STANDARDS. STRIPING KEY TYPICAL TURN LANE ARROW STREET NAME SIGNS ARE REQUIRED TO HAVE A 12" HIGH BLANK WITH 8" • W 04 3'-4" HIGH CAPITAL LETTERS OR 6" HIGH LOWER CASE LETTERS. WHEN THE 18. IF THE PROPOSED TRANSITION FALLS WITHIN DISTANCE (X) (SEE CHART #1, BELOW), OF AN EXISTING TURN LANE TRANSITION, THE A = 6" SOLID WHITE III SPEED LIMIT IS LESS THAN 40 MPH, STREET NAME SIGNS ARE REQUIRED � � Q � AREA BETWEEN TRANSITIONS SHALL BE CONSTRUCTED AS A CONTINUOUS WIDENED SECTION, FOR GEOMETRIC CONTINUITY. B = 8" SOLID WHITE C = 12" SOLID WHITE co TO HAVE AN 8" HIGH BLANK WITH 6" HIGH CAPITAL LETTERS OR 4.5" HIGH 19. VARIATIONS } TIONS FROM THIS STANDARD SHALL BE APPROVED BY CITY OF SEBASTAIN TRAFFIC ENGINEERING. D - 18" SOLID WHITE q III LOWER CASE LETTERS. Q O N Z E = 24" SOLID WHITE 20. ALL PAVEMENT MARKING DIMENSIONS MEASURE TO THE CENTER OF THE PAVEMENT MARKING LINE. - POST F = 6" SKIP WHITE TYP (10'-30') N M n L.L ��N1 m 21. ALL PAVEMENT MARKINGS SHALL BE SHOWN TO SCALE ON THE PLANS. G = 6" SKIP WHITE TYP (6'-10') 2'-8" a0 If I� POST: 2"X2" 12 GAUGE GALVANIZED SQUARE TUBING SIGN POST H = 6" SKIP WHITE TYP (2'�') WITH OPEN HOLES & GALVANIZED FINISH PER A.S.T.M.-A-123. V O w I = 6" SOLID YELLOW w 22. ALL RIEFLECTIVE PAVEMENT MARKERS SHALL BE APPROVED BY CITY OF SEBASTIAN TRAFFIC ENGINEERING BEFORE INSTALLATION. I = " S SOLID YELLOW III WITHOUT ANCHOR PLATES. ANCHOR BASES SHALL BE W W J 2.25"X2.25" 12 GAUGE GALVANIZED SQUARE TUBING WITH J 23. ALL MARKERS SHALL BE CLASS "B" AS PER FDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE SECTION 706. K - 6" DOUBLE YELLOW 15' OPEN HOLES. a L = 6" SKIP YELLOW TYP (10'-30') 6,_7" '�`le�r?t r tiui m Q M = 6" SKIP YELLOW TYP (6'-10') t III SIGN: R1-1 MUTCD - 30" X 30" (DIAMOND GRADE DG3 REFLECTIVE O Q 24. FOR TWO LANE ROADWAYS, DOUBLE YELLOW CENTERLINE (RUN BACK) SHALL BE INSTALLED AT INTERSECTIONS AS FOLLOWS: MINIMUM N = 6" SKIP YELLOW TYP (2'-4') 1p OF50'' FOR LOCAL STREETS AND 100' FOR THOROUGHFARE PLAN ROADWAYS. 1° SHEETING MANUFACTURED BY 3M COMPANY OR APPROVED Z W P = RPM MONO -DIRECTIONAL WHITE/MONO III EQUIVALENT). Z Ib W N Q = RPM BI-DIRECTIONAL AMBER/AMBER 100 FT MAXIMUM DISTANCE BETWEEN ARROWS rD > 25. r� INDICATES TRAFFIC FLOW (NOT A PAVEMENT MARKING). R =FDP WHITE LEFT AND RIGHT TURN LANES -LOCATION: ONE PER INTERSECTION AS INDICATED ON THE PLANS. W 0 26. REFLECTORS SHALL BE PLACED AT EACH CROSS HATCH. SPACING VARIES WITH SPEED AS SHOWN ON THIS TYPICAL DETAIL: to S =FDP YELLOW �( O T = RPM BI-DIREC. WHITE/RED W Z >. N � 27. EPDXY SHALL BE USED WHEN INSTALLING R.P.M.'S ON CONCRETE. NO BITUMINOUS ADHESIVE SHALL BE USED TO SECURE R.P.M.'S. THERMOPLASTIC OR EPDXY SHALL BE USED ON ASPHALTIC SURFACES. N W W ~ NOTE: FDP DENOTES FLEXIBLE DELINEATOR POST. 28. RPMS SHALL BE SET ON BRIDGE DECK AND AT EDGE LINES IN ADVANCE OF BRIDGE FOR A DISTANCE OF (X) FEET. (SEE CHART #1, w \ � �N BELOW). W)� ~ a 1" (INCH) TO THE RIGHT OR LEFT OF THE LINE, AS APPROVED BY THE COUNTY. L 29. R.P.M.'S ARE TO BE PLACED C 1 W � 30. ' OR lF.D.P'. DENOTES FLEXIBLE DELINEATOR POST. ED U) O coW Z m � 31. ALL PIAVEMENT MARKING MATERIAL SHALL BE ON THE APPROVED DEPARTMENT OF TRANSPORTATION "QUALITY PRODUCTS LIST' (QPL) W w AND APPROVED BY I.R.C. ENGINEERING, BEFORE INSTALLATION ON COUNTY ROADWAYS. W v > N Z 32. REMOVAL OF PAVEMENT MESSAGES SHALL BE IN BLOCK STYLE SUCH THAT THE MESSAGE IS NO LONGER DISCERNABLE. IN ADDITION, 1 ALL PAVEMENT MARKINGS SHALL BE REMOVED BY MECHANICAL GRINDING, HYDRO -BLASTING, OR AS OTHERWISE APPROVED BY THE O � PUBLIC WORKS DIRECTOR OR HIS DESIGNEE. J j Qo z 33. LANE LINE RPM'S ON THE 4 (OR MORE) LANE PORTION OF ANY MEDIAN -DIVIDED ROADWAY SHALL BE BI-DIRECTIONAL WHITElRED (SEE RPM PLACEMENT AT MEDIAN OPENINGS - DETAIL 'A' DOUBLE SOLID LINE STRIPING KEY' f .ALL OTHER ROADWAYS, INCLUDING THOSE WITH BI-DIRECTIONAL CENTER LEFT TURN LANES, SHALL USE ~ 2 zN w ) (EDDY STANDARD PLANS, INDEX 706-001, LATEST EDITION) 6. g MONO -DIRECTIONAL WHITE RPMS. w T yp ! 40' � 34. ALL PAVEMENT MARKINGS AND REFLECTIVE PAVEMENT MARKERS SHALL BE IN ACCORDANCE WITH CITY OF SEBASTIAN TYPICAL DIRECTION DRAWINGS, THE MOST RECENT VERSION OF THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (M.U.T.C.D.) AND THE F.D.O.T. �roFTRAFFIC /� / '� DIRECTION S � W J - Q STANDARD PLANS FOR ROAD CONSTRUCTION. ■ ■ �•,oFTRAFFrc ■ ■ 40' RADIUS U - ■ 6" DOUBLE YELLOW ' ■ 8" (TYP.) ■ DIRECTION ®�O OFTRAFFICr� co RPM PLACEMENT AT TRAFFIC SEPARATORS - DETAIL'K' DIRECTION W (FnOT STANDARD PLANS, INDEX 706-001, LATEST EDITION) of TT7AFFIcr� z SOLID LINE WITH SKIP I" I"I J a LEGEND: C . Y/Y =YELLowiYEuowRPM THERMOPLASTIC GORE DIRECTION G w _^DIRECTION OF TRAFFIC _.-rOF TRAFFIC _ POSTED 6" DOUBLE 6" YELLOW 40' W 6" DOUBLE YELLOW "Y" (TYP.) SPEED LIMIT Y. Y/Y RMPs YELLOW w VARIES (4'-0" TO 8' 6") (MPH) (FEET) (TYP) MEDIAN P. ! ■ A 0 OR DIRECTION Y/Y RPMs (TYP.) ! ISLAND _-lOF TRAFFIC MD/Y RPMs 6" YELLOW JJJ 8" (TYP.) O \ \ 30 OR LESS 10 - _ tf • ( n z �" . J 35 20 18 YELLOW DIRECTION Y/Y RPMs -�6"YELLOW 18" YELLOW (TYP.) I _ Y (Ty 40 ! Y/Y RPMs 40 20 ■ OF TRAFFIC r�� (1Y - 30') J Z a 6" DOUBLE YELLOW 45 30 DIRECTION 6" DOUBLE . zz OFTRAFFIcr� 6"YELL0IN 15 40 N DIRECTION OF TRAFFICI�_ 50 OR MORE 40 YELLOW _• U a 0 ALL SIGNING AND PAVEMENT MARKINGS WITHIN FDOT R/W MUST CONFORM WITH FDOT STANDARD PLANS, LATEST EDITION. a M U a - - _ CHART #1 CHART #3 LQ ��TC;F� O LENGTHS OF APPROACH STRIPING (FT.) SINGLE TURN LANE STORAGE (MINIMUM - FT) CHART #3 NOTES: z Q z - - -- - - - - - SEE NOTE) 6 TURNING VEHICLES PER HOUR 1. STORAGES SHOWN ARE MINIMUMS IN FEET, EXCLUDING 50' Z . 0 0 ''l - 80'-O" MIN. O SHADOW. Q Q MPH 30-60 61-90 91-120 121-150151-180181-21 C211-240 241-270 271-300 >301 m w P: : - - SPEED DISTANCE (X) 2. APPLIES TO RIGHT OR LEFT TURN LANES, SIGNALIZED OR UNSIGNALIZED. � J O cn 55 365 390 415 440 465 490 515 540 565 590 -I 0 � 0 AO o ECTOVTRAPFC30 500 3. ENTRY SPEED ASSUMED TO BE 5 MPH LESS THAN SPEED LIMIT; STORAGE LENGTHS V Q U_ m 35 550 50 300 325 350 375 400 425 450 475 500 525 CALCULATED UTILIZING FDOT INDEX 301. w U0 Z W 40 600 45 280 280 295 320 345 370 395 420 445 470 4. ASSUMES UNIFORM ARRIVALS WITH TOTAL QUEUE DISPERSAL EVERY 2 MINUTES. J I"Ij < 0 5. 6' -10' WHITE SKIP LINE LENGTH =180' W ~ 700 40 280 280 280 280 285 310 335 360 385 410 cd (� O 800 6. USE OF SINGLE LEFT TURN FOR VOLUMES IN EXCESS OF 250 REQUIRES APPROVAL Q 900 35 280 280 280 280 280 290 3i 5 340 365 39O FROM THE COUNTY TRAFFIC ENGINEER. 'O W . I_ a OSIDE STREET OR COMMERCIAL DRIVEWAY 1000 CHART U 1 1100 CHART #4 NOTES. DUAL TURN LANE STORAGE (MIN.- FT`TURNING VEHICLES PER HOUR 1. STORAGES SHOWN ARE MINIMUMS IN FEET, EXCLUDING 100' z CHART #2 MPH 0-240 241-300 301-360 361-420 421-480 481-540 >541 SHADOW. ` J DISTANCE BETWEEN 2. APPLIES TORIGHTORLEFT TURN LANES. CROSS HATCHED LINES 55 490 515 540 565 590 615 665 / cQ» o 0 3. ENTRY SPEED ASSUMED TO BE 5 MPH LESS THAN SPEED LIMIT; - R R� TIFICA77ON IL POSTED SPEED Z 50 450 450 475 500 525 550 600 STORAGE LENGTHS CALCULATED UTILIZING FDOT INDEX 301. H SCHULKE FL. REG. N . 47048 `- LIMIT(M.P.H.) (FT.) 4. ASSUMES UNIFORM ARRIVALS WITH TOTAL QUEUE DISPERSAL ❑JODAH B. BI E c�D 45 450 450 450 450 470 495 545 EVERY 2 MINUTES, AT 95% LEVEL OF CONFIDENCE. ` FL. REG. NO 57396 N I < 4O 2O / ❑ WIWAM P. TODDARD N - 40 450 450 450 450 450 450 465 5. ASSUMES 50% - 50% LANE DISTRIBUTION. N 45 3O _ FL. REG. N . 57605 > 50 40 35 450 450 450 450 450 450 485 s. s' -10' WHITE SKIP LINE LENGTH = 250'. S u , ^ - D O • a EEr cn -517 g VROJECT NO. 22-031 L.. LANDSCAPE MATERIAL STANDARDS & NOTES: \ / 1. QUALITY: TREE LEGAND co PLANT MATERIALS USED SHALL CONFORM T 0 O THE STANDARDS FOR FLORIDA NO. 1 0R BETTER, o n Q j AS GIVEN IN THE MOST CURRENT EDITION OF GRADES AND STANDARDS FOR NURSERY o 0 0 Ff �. ' PLANTS" PART I AND PART II, STATE OF FLORIDA. 2. TREES: O - OAK TO REMAIN (8 TREES) 6"x4" F.M. TAPPING ` . EX F'PA�� SILL EX FM '� EX FM ¢� 11 ' ' SLEEVE AND 4 G.V. \ �� A. TREES SHALL BE SPECIES HAVING AN AVERAGE MATURE SPREAD OF CROWN OF GREATER THANwoman z F X TWENTY 20 FEET OR GROUPED TO FORM THE I `L w E >_ EQUIVALENT OF A TWENTY ( ) NTY 20 FEET MATURE .� X FM EX FM E FM ( ) i E lzo EX F \\ � 2 30 80 •\ 0 15 i 3 0 .. SPREAD OF CROWN. - 2 CONST. 41 LF ,1 _ B. ALL TREES SHALL BE SPECIES WHICH CAN BE MAINTAINED WITH OVER 6 FEET OF CLEAR TRUNK -OAK TO REMOVE (12 TREES) 'o,, z 4 G.V. SERVICE Z F` SPACE. o �- t 4" PVC F.M. � :. `\ ; ` (SEE SHEET C-200, C-300, C-500) o 0 EX FM POINT FOR C. PALMS SHALL BE CONSIDERED TREES AND, IF USED, THEY SHALL CONSIST OF NO MORE THAN o „ o ( IN FEET ).3tix $' 8.8 ±` •� FUTURE PRIVATE ` THIRTY-FIVE (35) PERCENT OF THE TOTAL NEW TREE REQUIREMENT. W o 1 inch = 30 ft. x D. TREE SPECIES SHALL BE A MINIMUM OF TWELVE 12` FEET OVERALL. WITH A MINIMUM SPREAD - OAK TO RELOCATE (0 TREES 0 0 0 5x10 U.E. \ LIFT STATION ` ` ( ) 0 0 PRM xa°' 9• F M I ! OF 5' AND Z-1/2" DIAMETER AT THE TIME OF PLANTING. SEE SHEET C-200 C-300, C-500 cr w w r, -�� S89 57�E 166.82 (BASIS BEARING�� + 8.3± CONNECTION � ( 1 ) W W W ,j � 3. GRASS !GROUND COVER: a a a s 50 a1 c Sp�0( we $ SpOHOIu� o f a 54 -- o o r ors this o;, c>I ALL UN -PAVED AREAS EXCEPT PLANTERS ,MULCHED LANDSCAPE BEDS, TO BE SODDED (BAHIA). OHE - . -- 'OHL OHL OHE OHL OPCIr --- OHL OHE OHL OHE OHE OHE --- - z £ x r - - x ' - - - - - s - - - -- - - - - - + �ALL UNPAVED AREAS OTHER THAN GRASSED AREAS SHALL BE COVERED W/ MULCH OR - CABBAGE PALM TO REMAIN }ip,5` 1p• +t ¢ = EXIST FHA SUITABLE NON -LIVING OR VEGETATIVE GROUND COVER. NO MORE THAN 50%GRASS SHALL BE 19 TREES 10.2 ± "� � '" UTILIZED IN REQUIRED LANDSCAPE AREAS. ( ) rr 4. CONTRACTOR TO SUBMIT IRRIGATION PLAN TO THE ENGINEER FOR APPROVAL AND TO THE N P BUILDING DEPARTMENT FOR PERMIT PRIOR TO COMMENCEMENT OF LANDSCAPE INSTALLATION. - CABBAGE PALM TO REMOVE 10.T± ` 5. IRRIGATION USAGE ZONES SHALL BE AS FOLLOWS: (3 TREES) o 0 A ®• ++ A. GRASS AREA SHALL BE IN HIGH USAGE ZONES. o N B. TREES &SHRUBS SHALL BE IN LOW USAGE ZONES. ( ) \�'�% ; + 9.11± ` SEE SHEET C-200, C-300, C-500 ro N • roa-•----•-- roa------�-. rca-•---'-- roe tx,or� Q ®� � \ � 6. SHRUBS! HEDGES: u 1 \'� II h TOE 1 ® I �C� " `. }+ SOLID BA. . SHRUBS & HEDGES SHALL BE A MIN. OF 24" HEIGHT AT PLANTING. � o xa { REMOVES HEDGES SHALL BE PLANTED AT A MIN. OF 30" O.C. AT PROPERTY LINES. o a TOE m'm TOE r `T GRADE ® 5 �� ry + + - o 0 ' g 2 - ` c^ WHITE MARKINGS, 7. CONTRACTOR TO SUBMIT IRRIGATION PLAN TO THE ENGINEER FOR APPROVAL AND TO THE CABBAGE PALM TO W W 2 SWALE f \ f I 1 TI izn:Ol II•I ,1,> OF TI IFIEE \-}OIF^E. IEl.\ SPEGIES OF TREED ♦.In .I„ e.PEGIEG �I I.I I z Z � W ® / ` \ :� CONST. 2 -4 SKIP .. ..,,�� TI I.,I ��„� RELOCATE (21 TREES) c� v W o \� L=95.43' ♦1 + ` g C/r3 (IEEC. Q Q W Q ti e=5204'28" Q cn ® ,�'� R xa�. x� \� +,+ y?' WHITE 8. THE CONTRACTOR SHALL COORDINATE THE PLACEMENT OF TREES, STREET LIGHTS AND SIGNS (15 OFF -SITE) -SCHUMANN PARK o Q o v o R=105.00 xa �� ` ` + � �c. ` SUCH THAT ALL SIGNAGE IS EASILY SEEN AND LIGHTING IS FUNCTIONING FOR ITS INTENDED (6 ONSITE) CHB=NO'O8'15"E ® x, \ �`�' ® ++ �� PURPOSE. TREE PLACEMENT MAY VARY FROM THIS PLAN TO ACHIEVE THIS REQUIREMENT. �� r� CHL=92.18 ® 58 x `'�' \� '\i5L 1� 8 9. THE CONTRACTOR SHALL SUBMIT TO THE OWNER AND ENGINEER, A LIST AND PLAN OF THE (SEE SHEET C-20O, C-30O, C-5OO) �� aL 8e x3 LOT �`tl��� ++ PROPOSED VEGETATION/PLANTINGS TO BE USED TO MEET THE REQUIREMENTS OF THE CITY, AS bW r wa 10' L.S. x r 7S3 0.65 AC \\� \\ ++ 8 I \ yp1 ` REFLECTED ON THIS PLAN.6IJGCYCTEO �' C^✓11 TI IX' ?RAdE&F - PINE TREE ARE AS FE)1+9WG! 8�b & s� x + 8, '± ` ` 10. TREE PROTECTION BARRICADES. PRIOR TO DEVELOPMENT OR CONSTRUCTION � g 8 m xa� FUTURE DEV. LAKE �a r-�-J T xe� 0® `� 0.48 AC (20,856 SF) s \ �% %\ 9M }+ ,� <"� ACTIVITY, THE DEVELOPER SHALL ERECT SUITABLE BRIGHTLY COLORED TREE W b Ea z IMPERVIOUS ASSUMED \ � + PROTECTION BARRICADES, A MINIMUM FOUR FEET TALL, AROUND ALL TREES TO - PINE TREE TO REMOVE �a 1LS�� NS8 BE PRESERVED AND SHALL REMAIN IN PLACE UNTIL THE CONSTRUCTION (1 TREE) J • ACTIVITIES ARE COMPLETED. THE AREA WITHIN THE TREE PROTECTION 9 0'± \ \ BARRICADE SHALL REMAIN FREE OF ALL BUILDING MATERIALS, DIRT OR OTHER (SEE SHEET C-200, C-300, C-500) ' "? CONSTRUCTION DEBRIS VEHICLES AND DEVELOPMENT ` NTACTIVITIES. BARRICADES SHALL BE ERECTED AT A MINIMUM DISTANCE FROM THE BASE OF THE TREES TO F. h 1o, V� = ` -TREE PROTECTION BARRIER x 1 + ,�� BE PRESERVED ACCORDING TO THE FOLLOWING STANDARDS: d z E 9.8. ' ° (A) FOR TREES TEN INCHES OR LESS DBH. TREE PROTECTION BARRICADES O ryb1 1 L(77 'o ` SHALL BE PLACED A MINIMUM DISTANCE OF FIVE FEET FROM THE BASE OF - RELOCATED CABBAGE J U ® , - �i EACH TREE TO BE PROTECTED. Q; cV Cn xa + 8.7 _ 0 ` PALM M S 21 FROM ONSITE x g � 6 Ff (B) FOR HISTORIC TREES AND TREES GREATER THAN TEN INCHES DBH. ( ) J N SHRUBS AT PARK: 'v� 10 ®a ``� ,r x v1 �, n !� v> \ T PROTECTIVE BARRICADES SHALL BE PLACED AT A MINIMUM DISTANCE OF - 6 ONSITE LOCATION er C (71) DWARF WALTER'S S :.' s erg, FUTURE 1Q . g.3;* \ TEN FEET FROM THE BASE OF EACH TREE TO BE PROTECTED PLUS AN - 15 TO SCHUMANN Q h� 0aA ��RAINAGE $Tx ` a ADDITIONAL ONE FOOT FOR EACH ADDITIONAL INCH DBH GREATER THAN VIBURNUM ,� x Pl� CONS . f PARK Q W p s \ ` ` TEN INCHESch EXTEND S/W TO FEC R/R (72) FIREBUSH $, `Tx ; ' ` Q 11. RESTRICTION OF ATTACHMENTS TO TREES. IT SHALL BE UNLAWFUL TO ATTACH n/ cn (FINAL PLANS TO BE SUBMITTED W/ 10. a ° x1vy� 10:0 ± 62rL'F * ,° ANYTHING TO BE A PROTECTED, HISTORIC, OR SPECIMEN TREE OTHER THAN 1L..1L. U' - (.S Y� r' .. 2,° x 18 AD ` PROPOSED OAK TREE u S/D CONSTRUCTION DRAWINGS) a x�`g s / X•. ` " o + �� '` SUPPORTIVE WIRES, BRACES OR OTHER SIMILAR NONINJURIOUS MATERIALS. Q u = o ` 1 / \ \ ; ` ` 12. RESTRICTION AS TO HARMFUL MATERIALS. THE DEVELOPER OR PROPERTY (12 TREE) C CONST. DBL .... . x®�� r�s / ' 7?. �' ` OWNER SHALL NOT CAUSE OR ALLOW THE DISPOSAL OF WASTE MATERIAL SUCH Z Q 00 Q - 13.0 3°� WATER m " y hq ' '/�' ' R x tJ �5p1 \ ` AS PAINT, OIL, SOLVENTS, ASPHALT, CONCRETE, MORTAR OR ANY OTHER W o LLI J EXISTING SERVICE (2") a2 x$ LOT 2 1++ � ' ' % - s.+Tx x� ++ yc MATERIAL HARMFUL TO THE LIFE OF A PROTECTED, SPECIMEN OR HISTORIC Co Q a0� WATER MAIN ' os / 4r x x + \ TREE WITHIN THE DRIPLINE OF SUCH TREE OR GROUPS OF TREES. - PROPOSED SHRUB (344 CD +' �°l x� � , 31 AG / ��� \® � '?� ++ � � •1 \ ` 13. IIA FULL PROPOSAL FOR THE RELOCATION OF THE TREES INCLUDING THE © O Z O � w -^� F ~` SHRUBS) z ',•;,•, ,•;•�•,•: ; . « � . , . , ,t r FUTURE DEV. •� J. "I '�y�'.' r,ry`'� v$ ` F METHODS AND PROPOSED TIMELINES, WILL BE REQUIRED BY THE CITY OF Z Z W -� � ' '�`+'�'�•�'301 ::iir �...' 0.83 AC ^• / � � `� \ SEBASTIAN DURING THE LAND CLEARING AND SITE IMPROVEMENT PERMITTING O_ � ,i '•�3- , , .. (35,940 SF) x�' 'Y� / '+ + ♦ /� • ' ' ' ' ' r " 10.2 - CONST. \ STAGES. THIS PROPOSAL MUST BE APPROVED BY THE CITY OF SEBASTIAN PRIOR -EXISTING TREE IN MEDIAN TO I- (o {a � ry$ + - _ 13.5'± `3` `�"�� �-^ - �OcP ® !S IMPERVIOUS ASSUMECi �•' • , id r ,,• rig , 22. ` 6' S/Vi/ TO ANY TREE RELOCATION ACTIVITIES TAKING PLACE." p �3k, ':: ,�� ::: 10. "', ' �x GE -4 ® ++ \ '\ \ O REMAIN (5 TREES) p w (� x 12.25 x - FX ® GRADE // o� SNP x x� f 06 Z o rn xt"pry~ ` •+«++:•:•: r t�:.: \� \ TEMPORARY / .'./ ®� ` 9.3± ` LU o - 12.84± �• �'•'• • �`� / , 1 E �o MITIGATION REQUIRED H ..':•.•, .`a , SWAL '� "� P`� o ,,"W 2 ± ` W Q ti 12.34 `max :;•,•, \tea 's E ....� ' x,x57 d =x G�SPECIMEN TREES TO BE REMOVED: .�� FUTURE N ,,,, ":: s� x '�; >10" = 12 TREES �., Z O r x� �� �� as vat x °r PEES./ x,l. x�?'t Q w`' X x 0 x�o, t *+ \ :: ` - REPLACE WITH (12) TREES: W o p 12 HEIGHT/ 2 2 DIA. - Z a J , ,Ix 4J �' . 'Q rrnnn ,1� x•'�' x ry x G�9ST. '`° + _ / " ` \\ I• x \ t�J•�'� N42 'L�', I 111 1- x �� x x ^� _ ` �/ + o d LF', n ++ \ GN \ �i CD Co _ a o , M t - ® CONST. � \ �. x ^gas, x+ ^ _ 1- fl + ` CONST. DR \ W W - pry. ;; r '� i'` � 1 1 x yn � fix iQ Ir •� �`, s�� .. t0 � uj EX FMB• xxa .z+, 'e, 4 u 5 X10 U.E. r 5' S/W �a13 ADS, +3` ETENTION ,3� FM 4 X0_ ;, I IVY. + ® Ros s�S xgy x� r x9 8: 0 �R + + U N FA,/ x�� sry la3tt q ` CONC, a .... / 4sex x� ^°'. ®p + ` 4" G.V. SERVICE POINT ,g ' ` x FHA xg - a xQ' r V Z o ` a, ` + 'V' FOR FUTURE PRIVATE �,p L=96.31 x IT"A cts LIFT STATION CONNETION ,,�� ,o 1 5x20 ,nb° . Q ++ �` Z m� F �. n.eo` B=N52*28'57"IN x U.E. x x"' Q ++ + ti _ (1) WAX MYRTLE & EXISTING 4lsx x�,' "iy,/� R .'.. tos + '1 48 1,�• CHL=96.05' ` 'r/ Ix x xe.3r (12) DWARF WALTER S FORCEMAIN \ „�°� \p 10.9'+ % x21jjx11.3, a... L1J VIBURNUM AT MEDIAN �,ti x / ........ 10.15'± x,,. 1Q8g a \ x " 'a ++ \ 8.3'± CONST. 78 LF 4" 10.61+ UTURE CATCfI,. gko F.M. H.D.P.E. BASIN x '. 9 ,,,� ,c '+ , CNST..38 LF 7 DIRECTIONAL 24"x4"TAPPING \ x 18 ADS',___ BORE SLEEVE AND 4 10.4'±,x�a€® +� 9.1'+ xg,tyM \ GATE VALVE 1 x G, Ey \ 1 Z Sp _ .o + f OU ALL - � CON CT Q REMOVE EXISTING MEDIAN AND.• / -i' :: o g o .' . •. / L=41.92' TO FD T J CONST. 12' LEFT TURN LANE Cs5a 1,, . ,;. &-96'05 0 y DRAI + 6± R-25.00' INFRASTRUCTURE W CONST. 10"x6" x,o.ts 9.5'± f8 + 4B=N22'08'21'E TAPPING \ x�Q,, g - = 7 t6 �c ++ e,. + + + t + + + �f1 + + C 3 . ' xs SLEEVE AND gin'° F 6URB �`` .w 1„± 3'+ ..�.- -d xa'�1 \ Q G.V. 10.20 \ o°� >a' - �, : LL: r OPEN CUT/ REPLAC / moo• -xg t , 293.20! . �� �. s RECONSTRUCT P T LOCATION MAP U AV EN 0 ,n CON§R=26ti:53 6 9/w ` x \ CH8=S7734'43" \ k 'r Sea CHL=277.9 !� 1'± X. 5 SVV EASEMENT 10.2o rq� 9.4± ` �` • .,: (TO C.O.S.) -4➢ 4 � � O• � +� w �� ,. � �,F. '7' 3 'i '�' � '�t,� 4 `�^ '. �e a "" r �, qps / J p\bSCHMANN�pm-� RF�p _ �+``•�.`X F M�,�! '$ 'a .,fi+r� k, ..'g�? `''+ � TOTAL LANDSCAPE MATERIAL SCHEDULE TREES SYM CITY BOTANICAL NAME COMMON NAME SIZE HGT OTHER NATIVE DROUGHT TOLEREANCE i QV 12 Quercus virginiana Live Oak 212' DBH 12'-0" V SPREAD YES HIGH J SHRUBS 0 CLU 122 Clusia Rosea Clusia - 30.1 30" O.C. YES HIGH Q HAM 149 Hamelia Patens Firebush - 24" 30" O.C. YES HIGH ® I VIB 141 Viburnum Obavatum Walter's Vbumum - 30" 30" O.C. YES HIGH TOTAL = 412 'CONTRACTOR MAY SUBSTITUTE NUMBER OF EACH SPECIES AT HIS DISCRETION, PLACING "RIGHT TREEIRIGHT LOCATION' USING BEST HORTICULTURAL PRACTICES. CONTRACTOR SHALL SUBMIT PLAN TO ENGINEER INDICATING SPECIES PLACEMENT. ANY CHANGES TO THE LANDSCAPE MATERIAL SCHEDULE AFTER APPROVAL BY THE CITY OF SEBASTIAN WILL REQUIRE NOTICE TO THE CITY AND VERIFICATION WITH THE COMMUNITY DEVELOPMENT DEPARTMENT THAT THE PROPOSED CHANGES STILL COMPLY WITH THE REQUIREMENTS OF THE LAND DEVELOPMENT CODE." I ONSITE REQUIRED LANDSCAPING: 1. PURSUANT TO APPROVED LANDSCAPE PLAN, LOCATED IN EXHIBIT'C' - THE "PUBLIC BENEFIT PLAN" OF THE PARCEL EXCHANGE AGREEMENT DATED NOVEMBER 14TH, 2023: 2. REQUIRED OAKS: 1 / 55 LF x (240' W + 400' S + 390' E) = 19 TREES PROVIDED TREES: 12 NEW OAKS 8 EXISTING OAKS 19 EXISTING CABBAGE PALMS TO REMAIN 6 EXISTING CABBAGE PALMS (RELOCATE ON -SITE) 3. REQUIRED HEDGE: 1 / 2.5 LF x (240' W + 400' S + 390' E) = 412 REQ'D PROVIDED HEDGE: 412 SHRUBS AS SHOWN o cyswoop 0-00 EX FM z Qz = O Q U J L.L. m _d Li w Q J � N O W O m XU W U N Q ENGWEER CERIIFICATION� OS W..SCHULKE I REG. . 47048 JODAH B. B TTI E V / FL. REG, NO 57396 11 WILLIAM P. ODDARD FL. REG. N . 57605 EET 600 ROJEC T NO. J \ 22-031 LANDSCAPE MATERIAL STANDARDS & NOTES: 1. QUALITY: PLANT MATERIALS USED SHALL CONFORM TO THE STANDARDS FOR FLORIDA NO. 1 OR BETTER, EX FM I� �o-� AS GIVEN IN THE MOST CURRENT EDITION OF "GRADES AND STANDARDS FOR NURSERY PLANTS" PART I AND PART II, STATE OF FLORIDA. EX FM EX FM EX FM EX FM �.. 2. TREES: GRAPHIC SCALE SEX FM ` A. TREES SHALL BE SPECIES HAVING AN AVERAGE MATURE SPREAD OF CROWN OF GREATER THAN ,.. EX FM TWENTY (20) FEET OR GROUPED TO FORM THE EQUIVALENT OF A TWENTY (20) FEET MATURE ie so so EX t� so O � FM SPREAD OF CROWN. I I I I ALL TREES SHALL BE E). " I ° t E FM B. A SPECIES WHICH CAN BE MAINTAINED WITH OVER 6 FEET OF CLEAR TRUNK � ..� X SPACE. EX FM C. PALMS SHALL BE CONSIDERED TREES AND, IF USED, THEY SHALL CONSIST OF NO MORE THAN THfRTY-FIVE 35 - ( ) PERCENT OF THE TOTAL NEW TREE REQUIREMENT. ( IN FEET ) P M� S89.57'17 D. TREE SPECIES SHALL BE A MINIMUM OF TWELVE 1121 FEET OVERALL. WITH A MINIMUM SPREAD ,� nNE V c� `� I OF V AND 2-1/2" DIAMETER AT THE TIME OF PLAKTIN6. 1 ;,,ph = 30 ft.. ONE �p ONE OHE OHE OHE ONE OHE OHE WE WE ONE OHE OHE OHE OkE OHE OHE {�i2r---' ONE OHE �iE OF E ONE dHE��- � � X� \ �� 3. GRASS / GROUND COVER: a t0. ALL UN -PAVED AREAS EXCEPT PLANTERS ; MULCHED LANDSCAPE BEDS, TO BE SODDED (BAHIA). a. ALL UNPAVED AREAS OTHER THAN GRASSED AREAS SHALL BE COVERED W/MULCH OR SUITABLE NON -LIVING OR VEGETATIVE GROUND COVER. NO MORE THAN 50% GRASS SHALL BE �. UTILIZED IN REQUIRED LANDSCAPE AREAS. rt, 3' 4. CONTRACTOR TO SUBMIT IRRIGATION PLAN TO THE ENGINEER FOR APPROVAL AND TO THE rae TOO __,' _ z� TOO a EXISTING OAK WITH X' DIAMETER TRUNK BUILDING DEPARTMENT FOR PERMIT PRIOR TO COMMENCEMENT OF LANDSCAPE INSTALLATION. x- -- T°s -x r Y 5. IRRIGATION USAGE ZONES SHALL BE AS FOLLOWS: T00 _ Tort -- TO REMAW IN LIEU OF 3 PROPOSED OAKS �-.. ros ' P � A. GRASS AREA SHALL BE IN HIGH USAGE ZONES. T09 \ \\\ ,O TOE ______ -TOE i1 TOE TOE �� B. TREES &SHRUBS SHALL BE IN LOW USAGE ZONES. TOE o, roE 't3s GRADE ®' 104 6. SHRUBS/ HEDGES: j�a A. SHRUBS & HEDGES SHALL BE A MIN. OF 24" HEIGHT AT PLANTING. a Toy _ TOE "``- & SWALE B. HEDGES SHALL BE PLANTED AT A MIN, OF 30" O.C. AT PROPERTY LINES. o ?se rk ` ° L=95.4S ® 7. CONTRACTOR TO SUBMIT IRRIGATION PLAN TO THE ENGINEER FOR APPROVAL AND TO THE �52"04'28" J, p - n r rnrrn ANB u,+ nnrG,rn n, ,w, MAK1 tz.mX� Q ao c� . ,,.. l7?1FrrtT :,,-Z.,,rn, r ..e� m nr r, , w., Snni e-.r r+n CHB=N0'08'WE ® , - ' 8. THE CONTRACTOR SHALL COORDINATE THE PLACEMENT OF TREES, STREET LIGHTS AND SIGNS r loe CHL=92.18' ® yg SUCH THAT ALL SIGNAGE IS EASILY SEEN AND LIGHTING IS FUNCTIONING FOR ITS INTENDED IV L.S. - 753 PURPOSE. TREE PLACEMENT MAY VARY FROM THIS PLAN TO ACHIEVE THIS REQUIREMENT. ?T X 9. THE CONTRACTOR SHALL SUBMIT TO THE OWNER AND ENGINEER, A LIST AND PLAN OF THE xA Q ®� \ PROPOSED VEGETATION/PLANTINGS TO BE USED TO MEET THE REQUIREMENTS OF THE CITY, AS K� J T:�, �b X�� } �� REFLECTED ON THIS PLAN. 61dGQEUlD \ 'M-_F, 114 TI iic rr34EEF ARE AG FeLLE) �� r� x Q t 10. TREE PROTECTION BARRICADES. PRIOR TO DEVELOPMENT OR CONSTRUCTION \� ACTIVITY, THE DEVELOPER SHALL ERECT SUITABLE BRIGHTLY COLORED TREE PROTECTION BARRICADES A MINIMUM FOUR FEET TALL AROUND OU ALL TREES TO } BE PRESERVED AND SHALL REMAIN IN PLACE UNTIL THE CONSTRUCTION ACTIVITIES ARE COMPLETED. THE AREA WITHIN THE TREE PROTECTION BARRICADE SHALL REMAIN FREE OF ALL BUILDING MATERIALS, DIRT OR OTHER CONSTRUCTION DEBRIS, VEHICLES AND DEVELOPMENT ACTIVITIES. BARRICADES a SHALL BE ERECTED AT A MINIMUM DISTANCE FROM THE BASE OF THE TREES TO BE P _ RESERVED ACCORDING TO THE FOLLOWING STANDARDS: k� 10.2'± (A) FOR TREES TEN INCHES OR LESS DBH. TREE PROTECTION BARRICADES \ a SHALL BE PLACED A MINIMUM DISTANCE OF FIVE FEET FROM THE BASE OF EACH TREE TO BE PROTECTED. SHRUBS AT PARK: i 0• s (71) DWARF WALTER'S' (B) FOR HISTORIC TREES AND TREES GREATER THAN TEN INCHES DBH. �1 VIBURNUM ^ PROTECTIVE BARRICADES SHALL BE PLACED AT A MINIMUM DISTANCE OF c^ a TEN FEET FROM THE BASE OF EACH TREE TO BE PROTECTED PLUS AN frl °< ? EXTEND S/W TO FEC R/R (72) FIREBUSH �, ¢'x ADDITIONAL ONE FOOT FOR EACH ADDITIONAL INCH DBH GREATER THAN \" (FINAL PLANS TO BE SUBMITTED W/ ro.� TEN INCHES. 3O1 S 11. RESTRICTION OF ATTACHMENTS TO TREES. IT SHALL BE UNLAWFUL TO ATTACH 14.2'± $Ot s 1— �� S/D CONSTRUCTION DRAWINGS) �� ANYTHING TO BE A PROTECTED, HISTORIC, OR SPECIMEN TREE OTHER THAN 14.69 ± CONST. DBL x9 SUPPORTIVE WIRES, BRACES OR OTHER SIMILAR NONINJURIOUS MATERIALS. 13.8 °a 13.0 3ot - WATER m ^�� !p 12. RESTRICTION AS TO HARMFUL MATERIALS. THE DEVELOPER OR PROPERTY STATUE C EXISTING SERVICE (2") e� OWNER SHALL NOT CAUSE OR ALLOW THE DISPOSAL OF WASTE MATERIAL SUCH 0 r . 3O1411WATER MAIN , 92 tea, AS PAINT, OIL, SOLVENTS, ASPHALT, CONCRETE, MORTAR OR ANY OTHER MATERIAL HARMFULTO THE LIFE OF A PROTECTED, SPECIMEN OR HISTORIC J 3D1 y TREE WITHIN THE DRIPLINE OF SUCH TREE OR GROUPS OF TREES. TR S ® ...�,a •`�3`,r •`'`'` ' '�.. . ,•,'.. 301 13. "A FULL PROPOSAL FOR THE RELOCATION OF THE TREES, INCLUDING THE RVAOAD . • `_ _ r$x METHODS AND PROPOSED TIMELINES, WILL BE REQUIRED BY THE CITY OF �` ,6.�9 ATCH STING © ... .`' ELECTRICAL ~ M akn . ' ' ' ' •'� WM +`•x —" _ ® s SEBASTIAN DURING THE LAND CLEARING AND SITE IMPROVEMENT PERMITTING A BOXES GRADE @ SfD WALK x;3 ' 0( ,x�� ��� `�A� ` _ :�::'..'.. o� ::: 10. .... 12.25 x .....:,:'.'.. EX'� STAGES. THIS PROPOSAL MUST BE APPROVED BY THE CITY OF SEBASTIAN PRIOR ..'•'.• / e2 ��\ TO ANY TREE RELOCATION ACTIVITIES TAKING PLACE." s.aax�a� +,•. x�y / �< �° x�2 12.84't •.`°� TE ... esx 19., 0 ta.as x N x' X xr>, XRAILROADj CROSSING '9 E ; ,8z��a° 0 ,&» x 10 X Ig�Z � 9k � 3k '8�� sa9 s• 9.13 ,&n �Q RAILROAD CROSSING ARM (TV) R x,4.29 X , . ,$.sg�ttl ,,,•� x � 1030G1'"nCA - TOTAL LANDSCAPE MATERIAL SCHEDULE TREES SYM QTY BOTANICAL NAME COMMON NAME SIZE HGT OTHER NATIVE DROUGHT TOLtREANCE a 1 Myrica Cerifera Wax Myrtle ," MULTI 81 - YES HIGH SHRUBS 0 HAM 72 Hamelia Patens Var. Patens Firebush - 24" I 30" O.C. YES I HIGH � VIB I e3 I Viburnum Obavatum I Dwarf Walter's Viburnum - I 24" Il 30" O.C. YES HIGH TOTAL = 155 *CONTRACTOR MAY SUBSTITUTE NUMBER OF EACH SPECIES AT HIS DISCRETION, PLACING "RIGHT T F EEIRIGHT LOCATION' USING BEST HORTICULTURAL PRACTICES, CONTRACTOR SHALL SUBMIT PLAN TO ENGINEER INDICATING SPECIES PLACEMENT. THE SHRUBS AND HEDGE PLANT SPECIES TO BE PLANTED AS PART OF THE PUBLIC BENEFIT LANDSCAPING SHALL BE STRATEGICALLY SELECTED AND PLACED WITHIN THE MEDIAN TO MAINTAIN SUFFICIENT VISIBILITY AND PUBLIC SAFETY WITHIN THE ROW. CITY OF SEBASTIAN STAFF MAY REQUIRE ALTERATDON OF THE PLANTINGS AT THE TIME OF FINAL PLANNING AND ZONING IF THE LANDSCAPING IS FOUND TO IMPEDE VISIBILITY AND SAFETY. OFFSITE REQUIRED LANDSCAPING: 1. PURSUANT TO APPROVED LANDSCAPE PLAN, LOCATED IN EXHIBIT'C' - THE "PUBLIC BENEFIT PLAN" OF THE PARCEL EXCHANGE AGREEMENT DATED NOVEMBER 14TH, 2023: 2. PALM TREES REQUIRED: NO CALCULATION - REFERENCE APPROVED LANDSCAPE PLAN: - REQUIRED: 12 PALMS - PROVIDED: 15 RELOCATED PALMS 3. SHRUBS REQUIRED: NO CALCULATION - REFERENCE APPROVED LANDSCAPE PLAN: - REQUIRED: 12 SHRUBS IN MEDIAN 47 ON SCHUMANN FRONTAGE OF PARK 96 =1 / 2.5 LF x 240' (AT COMMON P.L.) 155 - PROVIDED: 155 FUTURE D NAGE + ES t �,5• — CONST. r 51 SAN �® CONST.��� FHA xx i s Vx20' �. ®® U.E. 10.9'± x '�` i a I TREE LEGAND 10 co o s O-OAK TO REMAIN (8 TREES) Lu X- OAK TO REMOVE (12 TREES) z 0 Z (SEE SHEET C-200, C-300, C-500) o c'n � 0 - OAK TO RELOCATE 0 0 (0 TREES) 0 0 (SEE SHEET C-200, C-300, C-500) a s Lu W - CABBAGE PALM TO REMAIN (19 TREES) Z - CABBAGE PALM TO REMOVE (3 TREES) o (SEE SHEET C-200, C-300, C-500) (n co p N 0 - CABBAGE PALM TO z W a RELOCATE (21 TREES) Q) 3 �, (15 OFF -SITE) - SCHUMANN PARK a o o o (6 ONSITE) d 0:' (SEE SHEET C-200, C-300, C-500) W=1�i IQO' �b�8� - PINE TREE WNeig AIM; ' - PINE TREE TO REMOVE RUH), �; � (1 TREE) (SEE SHEET C-200, C-300, C-500) / TREE PROTECTION BARRIER Z d V f� CD U - RELOCATED CABBAGE J PALMS (21 FROM ONSITE) W M - 6 ONSITE LOCATION J Q -15 TO SCHUMANN PARK 0 W 0 �N LJL cn y - PROPOSED OAK TREE u.. p � (12 TREE) o U 0 Z 0 Q W0co - PROPOSED SHRUB (344 Z © O o SHR B O -Z W U S) F" Z Z W - EXISTING TREE IN MEDIAN TO V J Q_ 2,- I.- O REMAIN (5 TREES) � o "t 46 gowo MITIGATION REQUIRED W <H - SPECIMEN TREES TO BE REMOVED: J >10" = 12 TREES Z O ti - REPLACE WITH (12) TREES: W o p X 12 HEIGHT/ 2 DIA. M Z ¢ > a W Z 2 Imp � 0>04 WrnJ J ' j Qn! T� U) ZC I N Lu LOCATION MAP Q J W QLL. U L.L_ 0 0 Q J Z Z ZW �V© Q - 2JQ m - � 0J cy- J W C, �- XUV) ., ENGNIEER CERTIFICATION EPH W. S ULKE 0< FL. REG. NO. 048 ` ❑JODAH B. SITT / FL. REG. NO. 396 ❑ WILUAM P. ST DARD FL. REG. NO. 7605 -� S ET T10JEC 601 T NO. J 22-031 %