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HomeMy WebLinkAboutConstruction PlanI��IrN pul� c:..j �mi51 r�s r�31R 'I 3 gum :m 11 '14 DEVELOPER: KINGS COMMERCIAL CTR, L� C 7416-A SW 4811 STREET M IAM I, FL 33155 LLCM r Do (05 a 7 0 43 SHEET DESCRIPTION SHEET NUMBE l["':0UN0JkRY & TOPOGRAPHIC SURVEY 1 OF 1 'SITE PLAID 1 OF 8 SITE PLAii UETAILS 2 OF 8 DRAINAGE, GRADING & PAVING PLAN 3 OF 8 (DRIVEWAY CULVERT PLAN 4 OF 8 "ATER & SEWER PLAN 5 OF 8 SURFACE WATER POLLUTION PREVENTION PLAN 6 OF 8 GENERAL NOTES & DETAILS FOR STORM WATER PREVENTION AN 7 OF 8 GENERAL NOTES / DETAILS 8 OF 8 48 HOURS BEFORE DIGGING CALL TOLL-FREE --800-432-47 7 0 SUNSHINE STATE ONE CALL OF FLORIDA, INC UNDERGROUND UTILITIES NOTIFICATION CENTER i EXIST. i F.H. G C00, ', ,, \ ,..... ., , \\ �... 0 MIN \ \\ \\ \ \\. \ \ \ \\ \\ \\ \ \\. 1. . i3i.,_T .. ` ::: •?' � \.... .. � �«+.w.w.•r.;t.; .. fa^s^••^•k ',..`::. '" \ \ Cn P` \ \ . \\.. \\ \ e \ \ \\ m.. \ \ \\ 5F \ \.\.. \ \ e \ 2 t!! \ a, \ 1 Ramp FDOT \ Ind. 002 \ mssi FL. BOARD OF PROF. ENG. AUTH.#26790 1391 NW St. Lucie West Blvd #411 PORT ST. LUCIE FL. 34986 Email agchababl®msn.com Ph: 772-475-6630 SITE PLAN DRAWN BY AC DATE Dec.7/2020 SHEET 1 OF 8 --------------------------------------- ' ♦" WN " OR 3/4" HOLES 12" 2" MIN 3" M I ' 2" MIN 5' MIN , 3" M 8" MAX R-2" , 4" PITCH OPTIONAL CAST OR N TWO PER GUARID G ' I I CONCRETE BUMPER GUARD , I8" DEPTH OF SAWCUT 3 1/2- MIN , 2"R a"�T SEAL GENERAL NOTES ,g1. FOR CURB, GUTTER ANDCONTRACTION JOINTS ADJACENT CURB AND GUTTER PROVIDE /8"-1/4" CONTRACTION TO CONCRETE PAVEMENT JOINTS AND CONC PAVEMENT AT 10' CENTERS (1GX). FLAT CURVES ARE TO WATCH THE PAVEMENT JOINTS WITH IITTERIBD)IATE IODiT3 NOT TO EXCEED 10' CENTERS. pr E70P AND ' ' TYPE D AND GUTTER EXPANSION JOINTS SHALL BE LocAT® nr PR T�� ACCORDANCE 1/1TH SECTION 520 OF THE STANDARD SPECIFICATIONS. CONTRACTION JOINT IN CURB 2. ENDS OF CURBS TYPES B AND D SHALL TRANSITION FROM FULL TO ZERO TYPE D HEIGHTS IN S FEET . NOTE: FOR USE ADJACENT TO CONCRETE OR FLEXIBLE PAVEMENT, CONCRETE SHOWN EXPANSION JOINT. PREFORMED JOINT FILLER AND JOINT SEAL ARE REQUIRED BETWEEN CURBS AND CONCRETE PAVEMENT ONLY. SEE DIAGRAM CONCRETE CURB L - - - - - - - - - - - - - - - - --J CURB DETAIL N.T.S. & LONG x 4" DIA. /-�STEEL PIPE FILLED ' W/ GROUT I 1 I 1 2'x2'x24'I D CONC. FTR I I I 1 I I I 1 I I D I 1 � I L-- - - - - - - - -� BOLLARD DETAIL N.T.S. 1 7 'I I � I 1 �I 0 I ^ , U 1 1 v I I 1 10' ' 2#5 REBAR #5 REBAR2.. 40 6 IN 3000# CONCRETE ' SLAB W#4 121N OC ON ' I - - 18" - COMPACTED FILL 18" - L� DUMPSTER PAD DETAIL N.T.S. NOTE: Proposed Sidewalks & Ramps Must Comply with most recent edition of ADA Guidelines �-- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - --� SIGN SIGN SIGN NOTES I 1 Top Portion of FTP 25 & 26 ' CONCRETE STOP CONCRETE STOP CONCRETE STOP Shall Have a Reflective Blue Background with white Reflective Symbol & Border 12'° 12' 12' 12' 2 Bottom Portion shall have a Reflective White Background with Opaque & Border 1nQ1 WHITE WHIT -E WHIT —E 3 FTP 25 is for use in areas Where Space is Limited PARKING BY 00 DISABLED ' C° 4 Height shall be 7 FT. Measured PERMIT From the Ground or Sidewalk ONLY ' to the Bottom of $250.00 Fine ' Sign or 8 FT. to the Bottom of Permit Only Sign. $250 FINE 5 Pavement Markings Shall comply FTP 20-06 w/ Latest FDOT Design Standards ' Index# 17346 1 6 Handicap Sign Shall comply with 1 Latest FDOT Design Standards Index# 17355 I I I I I HI w w �- I E E- �D ' �D w \ 1 a 1 I 1 I WHITE I I co co 4821 co co C co 8 " I 1 -— C\2 C — — — — — — — — — — — — — — — — — — — — — — — — —� — — — — — — -- -- H.C. Pavement Markings and Signs shall comply with Latest FDOT Standards H.C. PAVEMENT MARKING DETAIL N.T.S. -• - - - - - - - - - - - - 7 R"' 1 , - " o co co in �I 1 � � � �I I 2�� 1 � co, I.�L- '4" I ' ° ARROW DETAILS ' ao o CHANNEL SIGN POST 3` /FT ON SITE ONLY FLANGED U—CHANNEL `�`YPE ALL PAVEMENT MARKINGS SHALL o PAINT TRAFFIC GREEN BE IN ACCORDANCE WITH FDOT ° INDEX NO. 17346 FOR STREETS & BLVDS - z c 12" SOLID 6' SOLID WHITE ® 2' 12' 1 ISIGN DETAILS WHITE INTERVAL MIN. ALL SIGNS SHALL BE IN ACCORDANCE 24" SOLI ' ' WITH FDOT INDEX NO 11860 WHITE MIN. ' FOR LOCATIONS REFER TO MUTCD SECTION 2A-16 CROSS WALK & STOP BAR DETAILS --------------------------------- H.C. Pavement Markings and Signs shall comply with Latest FDOT Standards SIGN & PAVEMENT MARKING DETAILS N.T.S. ' 00 10' 1 61N WHITE BAR STRIPED 1 I I II 'I , LIl` - II II ILJI - - - STRIPING DETAIL N.T.S. i CONVERSION FACTOR 15'�,� 20' LOT#1 BLOCKC ' 10� 5� s ,FROM NAVD TO N GVD Occupied ZONING: IL I LAND USE: TVC II 10' UTILITY Q EASEMENT . I ADD 1 8 ' PROP K s' DRAT GE EXIST. ROAD ( .4 — — UT. EA EMENT_---------------------- i II ii I I i 3 ii \ , > \ �..� .. ..... ,.. � __ .. _._... ....... \�.. .... \...,, _.... ,... ... .. 5,. _tea.. _.. \ .....,. ..:... ,� ._ .,. W a L F; G N , EXISTING GRADE ELEVATION ® HIGH POINT T CURB 1 PROPOSED ELEVATION B/CURB RUNOFF FLOW DIRECTION FDOT MITERED END SECTION (99;P) PIPE INVERT CPP CORRUGATED POLYETHYLENE PIPE (N12) MANUF. BY ADS LEGEND TEE 450 BEND ZI 90° ELBOW \ F.H. FIRE HYDRANT N GATE VALVE �— BACKFLOW PREVENTER c. o. _S SERVICE CLEAN OUT METER BOX �2"W.M. EXIST.12°WATER MAIN 8•FM EXIST. 8" FORCE MAIN _ — = CATCH BASIN 4"GM GAS MAIN PVC POLYVINAL CHLORIDE CIP CAST IRON PIPE / • /� I , FL. BOARD OF PROF. ENG. AUTH.#26790 AC 10 20 30 40 50 60 70 I 1391 NW St. Lucie West Blvd #411 DATE �/ PORT ST. LUCIE FL. 34986 DRAINAGE GRADING & Dec.7/2020 �� i ' � / � 1 =10 HORIZONTAL � , i _ _ _ _ _ - - SECTION B-B _ Email agchababl®msn.com PAVING PLAN Ph: 772-475-6630 F.H. SHEET 3 OF 8 I I i 0 H I o \ I d w Z: Q UJI Z UJ. Qa 0 o \ IF-. _ �V \ I I UP sue. LEGEND EXISTING GRADE ELEVATION ® HIGH POINT T CURB PROPOSED ELEVATION B/CURB -Z RUNOFF FLOW DIRECTION FDOT MITERED END SECTION PIPE INVERT CPP CORRUGATED POLYETHYLENE PIPE (N12) MANUF. BY ADS LEGEND TEE N► 450 BEND ZI 90P ELBOW F.H. FIRE HYDRANT N GATE VALVE BACKFLOW PREVENTER c. o. SERVICE CLEAN OUT METER BOX �2"W.M. EXIST.12"WATER MAIN 8TM EXIST. 8" FORCE MAIN _ - CATCH BASIN 4"GM — GAS MAIN PVC POLYVINAL CHLORIDE CIP CAST IRON PIPE --- ---------- T ------ 66' 5.5' 5.5' 22' 22' 5.5' 5.5' 72 /`1/11T C`IM 4 C111__1 f111 T%fN T-, is rat r\ VVl\IJ1 11- 111V 14ul VVLl W/MITERED ENDS PLAN VIEW TRANSITION AREA E.O. IVA J Q 16� U. MITERED END 15LU FDOT INDEX 273 N • 14� iv_E1.13.50 • 13 � F /'Stub off' �� EMST. mac- %$ 1100 90 80 70 60 50 40 30 20 10 M.H. �— - - - - - - - - - - - - - - - - - �, 1 "=10' HORIZONTAL , ��/ IL SIDE VIEW DRIVEWAY CULVERT WITH MITERED END DETAILS / / `�� � TRANSITION I Xtiz.° \�\4 x ♦/ i / ♦ 5.5 7 27.5 27.5 7 5.5' AREATYPE 1 D CURB TYP• / / `" zo // / / / 0 ��`' / / I a ' ;lvfy``°'a� / 1 NOTE: Proposed Sidewalks, Ramps �x / /' & Curbs Must Comply with TRANSITION �O� I Latest FDOT Standards • . r r ,- 6 •• � AREA -� � ALE "RCP SOLF ' _ CONST•12"x18lb 1 - - - - - - Eg EN W/MIT Ep D / O ' 1 7 5.5' 7' 27.5' • 27.5' 7' • 5.5' . � Jo \ J CONST. 12"x18" RCP 80LF i W/MITERED ENDS A SEE DETAILS F.H. 1 1 2 16 DWY EL 15.80 ONST. MITERED �, .. :. , . ..a •.... ., . .. w:. ,... R; ;� ::,.:;:..�.. :. ND PER FDOT 1 5 ,-' INDEX 2Y3 CV .. , ,:.... ... .: , : I T CONST. 12"x18" RCP 80LF nv.El. 14 Inv.El. • W/MITERED ENDS 13�0— EXIST. 13.50 SWALE 10 20 30 40 50 60 70 SIDE VIEW 1 "=10' HORIZONTAL DRIVEWAY CULVERT WITH MITERED END DETAILS 48 HOURS BEFORE DIGGING CALL TOLL -FREE 1-800-432-47701 SUNSHINE STATE ONE CALL OF FLORIDA, INC UNDERGROUND UTILITIES NOTIFICATION CENTER ABRAHAM CHABAB, Inc. FL. BOARD OF PROF. ENG. AUTH.#26790 1391 NW St. Lucie West Blvd #411 go 90 100 PORT ST. LUCIE FL. 34986 Email agchababl@msn.com Ph: 772-475-6630 KINGS COMMERCIAL DESIGNED BY AC CENTER LLC DRAWN BY AC DRIVEWAY CULVERT DATE Dec.7/2020 PLAN SHEET 4 OF 8 i a LEGEND EXISTING GRADE ELEVATION ® HIGH POINT T_/CU.R_B PROPOSED ELEVATION B CURB -•E--Z_ RUNOFF FLOW DIRECTION FDOT MITERED END SECTION PIPE INVERT CPP CORRUGATED POLYETHYLENE PIPE (N12) MANUF. BY ADS W / ABRAH AM CH ABAB, Inc. KINGS COMMERCIAL :i —EX`StaY s/ CENTER LLC Zo i........... EXIST. M.H / F.H. FL. BOARD OF PROF. ENG. AUTH.#26790 1391 NW St. Lucie West Blvd #411 PORT ST. LUCIE FL. 34986 Email agchabab1®msn.com Ph: 772-475-6630 LEGEND pq TEE FA 450 BEND Tq 90° ELBOW F.H. FIRE HYDRANT N GATE VALVE -V�— BACKFLOW PREVENTER c. o. SERVICE CLEAN OUT ® METER BOX �2"W.M. EXIST.12"WATER MAIN a'FM EXIST. 8" FORCE MAIN _ _❑- - CATCH BASIN 4"GM GAS MAIN PVC POLYVINAL CHLORIDE CIP CAST IRON PIPE DESIGNED BY AC DRAWN BY AC WATER & SEWER DATE DeC.7/2020 PLAN SHEET 5 OF 8 REVISIONS DATE SLC Cmts 11.17.19 F.H�� I I 1� II i I II II �-- - - - - - - - TABULATI©N AREA: LOT#1 BLLOCKJC Ocu led ZONING: IL0 PROPOSED AREAS THAT WILL 1.52 AC — AND USE:T( I I II _ - Silt Fe ce �� BE UNDER CONSTRUCTION -TOB— ._.._..�.. .`DRAINAGE-&� 51._.._..— — �01 I I �Arh And C.B" , t1T-EASEMERI .. _ .. TOB — . _ . -- .. _ .. _ . I i� II- Ih 1.8 _TOB- II I TOTAL SITE 2 AC / a PROPERTY LINE S 8 '27'52"E 249.95' e \ ° 1 ��� II +1��, + (+ �- - - - - - - -- / Cn Nf�O' 5'37"E 1 3 �sss II 9'20 9.8' 20' DRAINAGE &� 00 T " -.� I I i � I II / /6,.—•• OB—..—..—..--59.. y. UT�ASEM,ENT..—..9._..—..—• / TOB- .-. -. I I II GENERAL NOTES / / I �a II LOT#2 BLOCK C / /• / J•• .•—•—..—. / / Vaccant / _ — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — I —No clearing, including the installation of erosion control devices, ZONING: IL / LAND USE:TVC / UP / _ _ _ _ _ _�� is authorized until the Permit for the Installation of Erosion Control CONSTRUCT STABILIZED 1 r �I Devices and Preserve Area Barricade has been issued. / Silt Fence -Property corners shall be located by a licensed land surveyor and Silt Fence./ CONSTRUCTION ENTRANCE a a a a PRIOR TO CLEARING 1 II clearly marked in the field prior to the Engineering Department's *16(FDOT INDEX 106) pre -construction meeting for site development. -Authorization to install erosion control devices and preserve barricades °�' / I I , �) will be granted at the pre -construction meeting.This authorization shall O� /s. +ss2 (+'s I� be posted on the site, in the permit box, its location shown elsewhere 0 20 40 60 / / / / / d I I I ss- on this page. -No additional land clearing shall commence until a satisfactory inspection /�/./ of the required control structures and barricades has been obtained. 1 "— 9 / �,/p�� �G� G�� ���1' / / Portable �o I �� I 00 11 /1 -A Land Clearing Permit may be obtained subsequent to the satisfactory SCALE 1 — 0 / o "PS�� P��/��� z I �I inspection of the control structures and barricades. This permit shall / ?,2 � 00? Pg� / Toilet ® I Q 0 1 ( II be posted in the permit box, its location shown elsewhere on this page. // 0 1 II ii -All construction barricades and silt fences will remain in place and be 31 I monitored for compliance by the permit holder during the permitted 00� W (I development activities. oAQ � U II -Soil stabilization shall be completed within 30 days of vegetation removal. (� -Following certification of occupancy for the development, all barricades / +, f' I I 1 s�• �.%{� II and erosion control devices shall be removed and disposed of by the LOU I V , II contractor Z I Jr II "1 i I i i� to I I: I! I I I\ I LOT#3 BLOCK B Occupied ZONING: IL ; LAND USE: TVC I I w Z w cn I� W i0 H I� I� I� I! II II II II li / L.P. Exist. ce- 00 � / w i "Co o 00 0 8 Dr\\1eW ,o°v 01 C N TRU TI N ENTOANCE NOTES / I I ►�, , -The entrance shall be maintained in a condition that will prevent s / W �� I� tracking of sediment onto public rights -of -way. This may require Si enc2/ _ --- all II top dressing, repair and/or cleanout of any measures used to trap sediment. I II -When necessary, wheels shall be cleaned prior to entrance onto Silt Fence +, �/� _-- / / / OI public right-of-way. ale,/ / / II -When washing is .required, it shall be done on a area stabilized 4 +. +. L.P. I I I any with crushed stone that drains into an approved sediment trap or sediment basin. fg- NOTE5 �______ T pa / / / / i _ �6"FM= _ _ — _ _ =6"FM 6"FM = _ _ _ o 'o / r GM, �I Inspect and repair fence after each storm event and remove 'A fI I II sediment when necessary. .,3' _ / / ♦ �63 ° YQ T Removed sediment shall be deposited to an area that will not ' contribute sediment off -site and can be permanently stabilized -�00 SITE BM -Silt fence shall be placed on slope contours to maximize ponding \ I o ♦♦♦ ��/ �• 'k� sGS 1988 NAVD efficiency. / P�� / 4♦ ♦ / / e 19 ` 48 / / EL 16.29 8"W.M 8"W.M.= CONSTRUCTION COMPLETION -All disturbed areas will be seeded or sodded within 30 days Existing of final grading in the area. w1Z Z. Driveway w ,,� EROSION CONTROL MEASURES DURING CONSTRUCTION Q� I I Exist. UA / C? % 8 i Z Lu: Lif�.Station wI I \ / y�a�� //� -Prior to clearing , a silt fence (trenched 12-in deep and backfilled on the uphill side) shall be installed around the perimeter of the ��� site. �� grubbing and site grading stages, areas that are 94. �!gl -During the clearing, disturbed more than 7 days shall be stabilized with rye grass applied ° s s at manufacturer's recommendations. After seeding, each area shall be mulched with 4,000 pounds of straw per acre. All expected slopes that are equal to or greater than 5 0, an Erosion Blanket shall be utilized 6 MST• until the area achieves final stabilization. A rock access road (that M.H. is 50ft long with a 6 inch depth of FDOT#1 stone and lined with filter fabric) shall be constructed to minimize the effects of truck and F$4� sedimentation tracking both on and off of the site. There will be only 00 y / � one construction entrance at this site. -After the initial site grading work, all proposed inlet (s) /outfall, once installed,shall be protected from erosion and sediment runoff by -0�� the use of filter fabric and properly installed hay bales (with the same installation as above) . Disturbed portions of the site where / / / / 5��°�� construction activities have permanently ceased shall be stabilized -� Silt Fe ne / / ,/ / Q��, with permanent stabilization methods no later than 14 days after the +� / / // i' r�`� last construction acitvity. �1ro 00 13.4' ♦ ♦ / / / oj1� Silt, �•� e , • 'Sss• /a Ar ' C.B. MST. F.H. 48 HOURS BEFORE DIGGING CALL TOLL -FREE i 1-800-452-4770 SUNSHINE STATE ONE CALL OF FLORIDA, INC UNDERGROUND UTILITIES NOTIFICATION CENTER ABRAHAM CHABAB, Inc. FL. BOARD OF PROF. ENG. AUTH.#26790 1391 NW St. Lucie West Blvd #411 PORT ST. LUCIE FL. 34986 Email agchababl®msn.com Ph: 772-475-6830 KINGS COMMERCIAL CENTER LLC URFACE WATER POLLI,JTi PREVENTION PLAN DESIGNED BY AC DRAWN BY AC DATE Dec.7/2020 SHEET 6 OF 8 REVISIONS I DATE SLC Cmts 11.17.19 Section 1 Project Name and Location Information: Kings Commercial Ctr, LLC Section 2 Describe the nature of the construction Build Three Warehouse/Office Buildings activity: Section 3 Describe the intended sequence of 0-3 Days: Site re aration & construct major soil disturbing activities: nc stabilized construction entrance 4-7 Days: Construct temporary Swales 8-10 Days: Install Silt fence & erosion Control 11-15 Days: Clearing/ Grubbing & site prep. 16-12ODays: Construct building; foundation, frame structure roof, finish interior & exterior work. 121-180Days: Install Utilities, storm sewers, grading & paving 81-22ODays: Landscaping, sodding & clean debr' 21-24ODays: Punch list items & final inspectio Section 4 Total area of the site 1.82 acres Section 5 Total area of the site to be disturbed 1.52 acres Section 6 Existing data describing the soil or Gray & brown fine sand with little silt. quality of any stormwater discharge draining toward existing ditch at the south from the site: property line. Section 7 Estimate the drainage area size of each 1.52 discharge point: acres Section 8 Latitude and longitude of each discharg Lat: 270 28' 18" Long: 800 24' 06" point and identify the receiving water or MS4 for each discharge point: Receiving water body is Reserve Commerce Center Master System and then to C-107 Canal Section 9 Give a detailed description of all controls, Best Management Practices (BMPs) and measures that will be implemented at the construction site for each activity identified in the intended sequence of major soil disturbing activities section. Provide time frames in which the controls will be implemented. NOTE: All controls shall be consistent with performance standards for erosion and sediment control and stormwater treatment set forth in S.62-40.432, F.A.C., the applicable Stormwater or Environmental resource Permitting requirements of the Deparmtnet or a Water Management District, and the guidelines contained in the State of Florida Erosion and Sediemnt Control Designer and Receiver Manual FDOT, FDEP and any subsequent amendments. Prior to clearing a silt fence staked with 2"x2" wooden stakes shall be installed around the perimeter of the site. Place hay bales around existing inlets. Exposed slopes shall use erosion blanket until area is stabilized There will be one temporary construction entrance. Use seed and mulch for exposed areas during construction. Section 10 Describe all temporary and permanent stabilization practices. Stabilization practices include temporary seeding, mulching, permanent seeding, geotextiles, sod stabilization, vegetative buffer strips, protection of trees, vegetative preservations, etc. Temporary seeding shall be applied for areas that will be subject to erosion. Section 11 Describe all structural controls to be implemented to divert stromwater flow from exposed soils and structural practices to store flows, retain sediment on —site or in any other way to limit stormwater runoff. These controls include silt fences, earth dikes, diversions, swales, sediment traps, check dams, subsurface drains. pipe slope drains, level spreaders, storm drain inlet protection, rock outlet protection, reinforced soil retaining systems, gabions, coagulating agents and temporary or permanent sediment basins. Silt fence staked with 2"x2" wooden stakes shall be installed around the perimeter of the site. Rock Construction Entrance. Section 12 Describe all sediment basins to be implemented for areas that will disturb 10 or more acres at one time. The sediment basins (or an equivalent alternative) should be able to provide 3600 cubic feet of storage for each acre drained. Temporary sediment basins (or an equivalent alternative) are recommended for drainage areas under 10 acres Not Applicable ( site is only 1.82 acres and disturbed area is less than 1.52 acres) Section 13 Describe all permanent stormwater management controls such as, but not limited to detention or retention systems or vegetated Swales that will be installed during the construction process. During construction plans call for the construction of temporary Swales. They have the capacity to hold most of the storm events. 3 Section 14 Waste disposal, this may include All construction materials and debris will be placed in construction debris, chemicals, dumpster and hauled off site to a landfill or other litter, and sanitary wastes: proper disposal site. No materials will be buried on site. Section 15 Offsite vehicle tracking from Off site vehicle tracking of sediments and dust construction entrances exits: generation will be minimized via a rock construction entrance, street sweeping and the use of water to keep dust down. Section 16 The proper application rates of Florida —friendly fertilizers and pesticides will be all fertilizers, herbicides and used at a minimum and in accordance with the pesticides used at the manufacturer's suggested application rates. construction site: Section 17 The storage, application, All paints and other chemicals will be stored in a generation and migration of locked covered shed. all toxic substances: Section 18 Other: Port-0—lets will be placed away from storm sewer r systmes, storm inlets, surface waters and wetlands. No vehicle maintenance shall be conducted on —site. A washdown area shall be designated at all times and will not be located in any area that will allow the discharge of polluted runoff. Section 19 Provide a detailed description of the maintenance plan for all structural and non— structural controls to assure that they remain in good effective operation condition. Contractor shall provide routine maintenance of permanent and temporary sediments erosion features in accordance with the technical specifications or as follows, whichever is more stringent: * Silt fence shall be inspected at least weekly. Any required repairs shall be made immediately. Sediment deposits shall be removed when they reach approximately one—half the height of the barrier. * Maintenance shall be performed on the rock entrance when any void spaces are full of sediment. * Inlet(s)/ outfalls shall be inspected immediately after each rain event and any required repairs to the filters inlets, silt fence or filter fabric shall be performed immediately. * Bare areas of the site that were previously seeded shall be reseeded per per manufacturers' instructions. * Mulch and sod that has been washed out shall be replaced immediately. * Maintain all other areas of the site with proper controls as necessary. Section 20 Inspections: Describe the inspection and inspection documentation procedures, as required by the FDEP and NPDES Generic Permit for Stormwater Discharge form Large and Small Construction Activities: Section 21 Section 22 Qualified personnel will inspect all points of discharges, all disturbed areas of construction that have not been stabilized, constructed areas and locations where vehicles enter and exit the site, and all BMPs at least once every 7 calendar days and within 24 hours of the end of rainfall event that is 0.5 inches or greater. Where sites have been finally stabilized, said inspections shall be conducted at least once every month until the Notice of Termination is filed. Indentify and describe all sources of non—stormwater discharge as allowed by the FDEP and NPDES Generic Permit for Stormwater Discharge form Large and Small Construction Activities: All contractors(s) and subcontractor(s) identified in the SWPPP must the following certification: "I certify under penalty of law that I understand, and shall comply with, the terms and conditions of the State of Florida Generic Permit for Stormwater Discharge From Large and Small Construction Activities and this Stormwater Pollution Prevention Plan prepare there under." NAME SIGNATURE TITLE COMPANY NAME, ADDRESS AND PHONE NUMBER DATE Mike Jimenez Owner Kings Commercial Ctr, LLC 7416—A SW 48th Street Miami, FL 33155 772,209.2845 0 FLOATATION POCKET N FLOATATION COVER CABLE PLATE 0 :: GEOTEXI'I�E���FILT��R�'>.:�. FABRIC SKIRT OR ..MONOFILIMENT. Typ.� STITCHING GALVANIZED END/TOE GROMMETS NOTES: GALVANIZED CHAIN 1. TURBIDITY BARRIERS ARE NOT TO BE INSTALLED WHERE BALLAST FLOW WILL CAUSE EXTENSIVE MOVEMENT OF THE FABRIC SKIRT 2. FLOATATION SIZE DETERMINED BY SKIRT DEPTH/SITE VARIABLES 3. BEFORE TAKING THE TURBIDITY BARRIE AWAY FROM A TURBIDITY CONSTRUCTION SITE, ACCUMULATED SEDIMENT BEHIND FABRIC SKIRT MAY HAVE TO BE REMOVED AS DIRECTED r-� A FLOW —�GRATE 000000000o w Y_ o rr W Oz w� �5S SLOPE F-- A PLAN VIEW ATTACH FILTER FABRIC SECURILY TO 2x4 WOOD TOP FRAME NECESSARY FRAME, OVERLAPPING FOR STABILITY FABRIC TO NEXT STAK ONDING HT. 18° 2x4 WOOD FRAME 56" 4 SIDES OF D.I. TX. MAX. � 12' MIN. DROP INLET SECTION A -A NOTES: N.T.S. 1 •DROP INLET SEDIMENT BARRIERS ARE 4. THE TOP OF FRAME (PONDING HEIGHT) TO BE USED FOR SMALL, NEARLY LEVEL MUST BE WELL BELOW THE GROUND DRAINAGE AREAS ( LESS THAN 5%) ELEVATION DOWNSLOPE TO PREVENT 2.USE 2x4 WOOD OR EQUIVALENT METAL RUNOFF FROM BY-PASSING THE INLET. STAKES, (3 FT MIN. LENGTH) A TEMPORARY DIKE MAY BE REQUIRED 3.INSTALL 2x4 WOOD TOP FRAME TO ON THE DOWNSLOPE SIDE OF THE INSURE STABILITY STRUCTURE. ILT FENCE DROP INLET SEDIMENT BARRIE WHEN FABRIC IS INSTALLED SPACING OF POSTS ARE 5 TO 8 FT APART MIN. IBACKFILL TRENCH STEEL OR WOOD POST INSTALLED EFORE COMPACTI BACKFILL MATERIAI 12'IN MIN. FABRIC MATERIAL MUST BE SECURELY FASTENED TO THE POSTS OR (IF USED) TO THE WIRE MESH 8 -12-IN WHEN FABRIC IS INSTALLED IN A TRENCH W/ COMPACTED SOIL, ANCHORS CAN BE ATTACHED TO REDUCE THE POTENTIAL OF "BLOWOUTS" (NOT NEEDED IS "SLICING" METHOD IS USED) RUNOFF STEEL OR WOOD POST INSTALLED AFTER COMPACTION I OF "SLICE" 12-1 N MIN. SLICING METHOD ATTACHING TWO SILT FENCES WHEN TRENCHING IS USED RUNOFF PLACE THE END POST OF ONE FENCE INSIDE THE END POST OF THE OTHER FENCE ROTATE BOTH POSTS AT LEAST 180 IN A C CKWISE DIRECTION FABRIC MATERIAL MUST BE PLACED IN O CREATE A TIGHT SEA 6"x6" TRENCH W/ "L" SHAPE BEFORE W/ FABRIC MATERIAL BACKFILLING & COMPACTING THE SOIL DIRECTION OF TRENCHING METHOD WATER RUNOFF DRIVE BOTH POSTS S a ABOUT 12" INTO THE GROUND & BURY THE FLAP IN A TRENCH SILT FENCE BARRIER INSTALLATION 6" MIN. I1 2"4' FILTER ROCK CLOTH EXISTING VIEW GROUND N•. IN. 0 0 0 0 0 0 -0 -0 0 0 0 0 0 0 -0 0 0 -0 0 00 0 0 0 00 0 0 0 00 0 00 0 -0 00 0 0 0 0 0 0 0 0 -0 0 0 0 *0000 000 0 �0�0;oo�ro0sr0�ir00sr*0s riri0ri�ri�r�0ori��r4 ,�, -4° DCK M PLAN VIEW N.T.S. 12 FT SECTION A -A �. . XISTING AVEMENT 9-FT Mft VIC 01N. GENERAL NOTES - All construction shall be in accordance with the latest Florida Department of Transportation Standard Specifications for Road and Bridge Construction with the Standard Specifications of the St. Lucie County jurisdiction. - All applicable County and State permits must be obtained prior to commencement of construction. All work shall be done in a good workmanlike manner . Material installation shall be in accordance with manufacturer's recommendations. �ONC. SIDEWALK 7"THICK MIN. COMP. STRENGTH 3000 PSI - Shop drawings of all materials being used shall be submitted to the engineer of record for approval prior to JOINT SEALING SAW CUT EVERY 6 FT & CONTROL f COMPOUND I commencement of construction . JOINTEVERY 30 F-T-.-\ 51 � � - Contractor shall notify the city & the engineer of record 48 hours in advance prior to commencing work in JOINT MATERIAL I MAX. � I city Right-of-way. a ' •. e e Contractor to be totally responsible for maintenance of traffic and safety of motorists and pedestrians using d :4 ` this site. Adjacent streets roadways and waterways during construction maintenance and safety procedures MIN. 6"x6" ' o:.e �' J .4" ° d' � y y g y FTR—N,, 44. : I shall conform to M.U.T.C.D. All Elevations shown or referenced within these plans are based upon information obtained from survey. �� \/ • �� The existing elevations shown are for the purpose of indicating the approximate ground elevation at the location shown and in no way reflect surface conditions or subsurface soil condition. 8" sub • : •:.:\/ / / / �grade Compacted to not Less Than 98 /o AASHTO T-180 The locations of existing utilities shown on the approved plans are to be verified in the field by the contractor. Any discrepancies shall be brought to the attention to the engineer At no time is the contractor to tamper with existing utilities except as noted on the plans. The contractor shall be responsible at all times throughout the duration of construction for the protection of I� /\ existing and newly installed utilities from damage or disruption of service . SIDEWALK DETAIL _ I All muck and yielding material within road right of ways paved areas sidewalks building pads, drainage N TS _ _ _ _ - _ _ I and utility trenched shall be removed completely and replaced with clean fill material in 8 inch layers _ 1_. J compacted to 100% maximum density as determined by A.A.S.H.T.O. T-99C . - Backfill and Bedding material shall be non -cohesive and non -plastic , free of debris , lumps , clods , wood , broken pavement or any organic or unstable material . No rocks larger than 6 inches shall be permitted as backfill or bedding. - Record Drawing certified by a Florida Professional Engineer or Land Surveyor shall be submitted for review and approval to engineer of record and proper jurisdictions for final acceptance of the system . - U.N.C.L.E. registration number must be shown on drawings prior to start of construction in right-of-way and prior to permit issuance r - Turbidity barriers must be installed at all outfall locations prior to connecting to receiving waters. Turbidity barriers must remain in place until construction is completed , soils are stabilized and vegetation has been established . PAVING GRADING AND DRAINAGE NOTES: - Asphalt pavement shall conform to applicable parts of section 300-339 as described in Florida D.O.T. standard specification for Road and Bridge Construction . - Limerock base construction shall conform to applicable parts of section 200-230 as described in Florida D.O.T. Standard Specification for Road and Bridge Construction . Base course shall be compacted to a density not less than 98% of the maximum density as determined by A.A.S.H.T.O. T-180 and have a minimum LBR of 100. Prime coat application rate at .10 Gal/SY density tests for base course greater than 8 inches in depth shall be take in 6-in lifts. - Compacted subgrade construction shall conform to applicable parts of section 120 , as described in Florida D.O.T. Standard Specification for Road and Bridge Construction compacted subgrade shall be compacted to 100 % maximum density as determined by A.A.S.H.T.O. T-99C . - Proctor tests for subgrade and base materials shall be supplied by the developer . Density tests shall be taken at a minumum of one per 500 square yards . The developer shall pay for all testing if the required density is achieved . Contractor shall be liable for all retests for any failures . Tests location shall be determined by the Engineer of Record . Base/Asphalt shall not commence until satisfactory density tests have been reviewed by the Engineer of Record. - All underground utilities situated in paved areas , included but not limited to ; sewer and water mains , gas mains , electrical distribution , telephone , etc. shall be completed and approved before any subgrade work commences . - Concrete for curbs , gutters , drainage inlets , sidewals , etc. shall be class 1 in accordance with F.D.O.T. Standard Specification for Road and Bridge Construction section 345. - Pavement markings and signage shall conform to Florida D.O.T. Roadway and Traffic Design Standards , the Manual on Uniform Traffic Control Devices , with the Standards of the Agency having jurisdictions . Radii refer to edge of pavement unless otherwise noted. - Materials and workmanship in county rights -of -way shall meet the requirements of the county. - No asphalt shall be placed in city , county or state rights -of -way until certified as-builts of the finished rock base have been submitted to and approved by proper agency. - Any Muck (A-8) materials found in subgrade shall be removed and replaced with approved materials . - All berms and grassed areas will be seeded and mulched . Slopes will be sodded . - Location of drainage structures shall govern and pipe lengths may have to be adjusted to accomplish construction as shown on plans. - If hardpan is encountered within retention area or swales , it shall be completely removed and replaced with granular material . - Erosion and sediment control ; contractor is responsible for providing erosion and sediment control using the latest FDOT standards baled hay , straw and siltation barriers will be installed where needed to prevent siltation of adjacent property , public right-of-way wetlands and waterways . These measures will remain in place until grassing or sodding has been completed or until siltation and erosion are no longer a threat to adjacent properties. - Entrance traffic control , stop sign , stop bar and lane delineator shall be in accordance with M.U.T.C.D. specifications. - MES indicates mitered end section per FDOT index # 272. - All areas disturbed by construction shall be restored to pre -construction conditions or better. 1 Y2 In FDOT Asphalt Suprepave EXISTING GROUND Pavt Shall have Su er ave Mix of 1000 LBS F'�,�,��, _ _ _ _ _ I Prime Coat Sealant ptopbe applied on Top of Rock I \`'\\ \ \' / 8 I " ` ✓/ /// NOTE: -%��' ��� FOR PLACEMENT OF F I _n Concrete (Min. 4000 PSI) � � — 12" � �����.� /��///� BACKFILL OVER PIPE i i I I %'. �� SEE SPECIFICATION Saw Cut Joints 15 Ft 0 8—In Limerock or 0Ul� '� PIPE O.D. + 24~ Expansion Joints @ 40 Ft OC e :o • ° _ < .. �\/\\�\��\ \ I Coquina LBR 100 �// // / MUD 12� 1 d d e e e d e �. ^^ ° ^ \/\ \ \ I W J w j ;% ��% PROPOSED PIPELINE T.7-7777 \\\�/�, a/\\/\\/\\ \\/\\/\\/\\/ , I � 12 In Stabilized Subgrade \ \ / I / Stabilized S b rade 12 In Iliz u 9 ,.y. ........ . .: / / I / / 9 / I With LBR Value of / / \ HAND PLACED SELECT R e f 40 \\ With LB Value o 0 MATERIAL IN 6 LIFTS .t. Compacted to 98%\\\\\\\\\\\\\\\ o I P \ \ I> / Compacted to 98/ \ \ \ \ \ \ \ \ \ \ ( Z: \ \/\/\/\/\/\/\/\/\/\/\/� I ./\/\/\/\/\/\/\/\/\/\/\/\/ L_ , Max Dry Density y/\\/\\/\\/\\/\\/\\/\\/\\/\�/\\/\\/�\ I Max Dry Density\//\//\//\//\//\//\//\//\//\//\//\//�/ I v) 0 QUADRANT TO BE SHAPED PE BNELL AND BARREL TO Mod Proctor • /�� /�• /�• /�• /�• /�� /i• /i• /i• /i• /i \ \ \ \ \ \ \ \ \ \ \ \ Mod Proctor////i//%//i//i//i//i//i//i//i//�//i L - _ _ _ _ _ _ _ _ _ _ _ _ - _ _ _ --I _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - _ - — EXCAVATION SIDE SLOPE SHORING, ETC. SHALL CONCRETE PAVEMENT DETAIL Mz CONFORM TO O.S.H.A. STANDARDS. COMPACT TRENCH ASPHALT PAVEMENT SECTION DETAIL D0 U0 < BACKFILL TO 98% OF MAXIMUM DENSITY IN I N TS N TS i o zo ACCORDANCE WITH AASHTO T-180. DENSITY TESTS , F SHALL BE TAKEN AT 12 LIFTS EVERY 100' IN PUBLIC a RIGHT-OF-WAY AND 200' IN EASEMENTS L_ _ _ Standard Trenchin_Procedure_ _�