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Home My WebLink AboutAPPROVED Building 6 CIVILS (2009-0498) r 1 z CONSTRUCTION LANS AN S CIFICATIONS U CDW FOR N 0 } J m A Q W J 0 E W Al TR SS X ANSION m }I Q DL U W SECTION28 29 & 33 TOWNSHIP 34S RANGE 40E} 00 m z 0 0 0 IL ST . LUCIE COUNTY FLORIDA 3 z z U) O N Q N 0 J° H Q z W Z H H 0 H O S H z Uz w 0 Project Location U) z C� O w w INDEX OF SHEETS z Of Qlfl O OCATION MAP � O 1 . COVER Z W 2. DEMOLITION PLAN , CLEARING PLAN & STORMWATER O w d❑ o — o 0 POLLUTION PREVENTION PLAN C/) ui w o 3. STORMWATER POLLUTION PREVENTION DETAILS Z e 4. HORIZONTAL CONTROL PLAN Q TA H S E JACKSONVILLE o QD o a 0 • o o - 5. HORIZONTAL CONTROL PLAN o 0 0 °�° 0 W Rio 4 6. PAVING, GRADING, DRAINAGE, & UTILITY PLAN w ,� ��,, o ` �°.%� 7. PAVING, GRADING, DRAINAGE, & UTILITY PLAN C) C) 8. PAVING, GRADING, & DRAINAGE DETAILS Lu �'�'� o Project Location 4 0 0 4 . o��a ° • 9. UTILITY DETAILS ST LUCIE BLVD/COUNTY ROAD 608 EAST 9 o,� �� ° • Q 10. UTILITY DETAILS 0 co 0a ui ° � 11 . FPUA DETAILS Q F-�-�Co TAM z a a� 12. SPECIFICATIONS v J PORT ST. LUCIE uj Y °..I. • �' o ° ° LEGAL DESCRIPTION: oJUPITER ° THE WEST 1/2 OF THE NORTHEAST 1/4 OF THE NORTHEAST 1/4 OF SECTION 31,TOWNSHIP 34 SOUTH, RANGE 40 EASE,ST.LUCIE COUNTY, FLORIDA, LESS AND EXCEPTING Q Lu~ WEST PALM BEACH THEREFROM THE RIGHT-OF-WAY OF ST. LUCIE BLVD.,AND LESS AND EXCEPTING THEREFROM THE RIGHT-OF-WAY OF FT. PIERCE FARMS DRAINAGE DISTRICT. z_ o co a; ui a TOGETHER WITH: oN > �' o ®® p THE NORTHEAST QUARTER OF THE NORTHEAST QUARTER OF SECTION 31,TOWNSHIP 34 SOUTH, RANGE 40 EAST, ST LUCIE COUNTY, FLORIDA. CD Of \ � d0 ° N w q d a n n LESS AND EXCEPT THEREFROM, HOWEVER,THE FOLLOWING DESCRIBED PARCELS: MIAMI Td q�— - fl m °�' w b •o d' PARCEL A: BEGINNING AT A POINT ON THE SOUTH RIGHT-OF-WAY LINE OF ST. LUCIE BOULEVARD,AS NOW ° SITUATED AND ON THE WEST LINE OF THE EAST 1/2 OF THE NORTHEAST 1/4 OF THE NORTHEAST 1/4 OF SECTION 31, TOWNSHIP 34 SOUTH, RANGE 40 EAST, RUN EAST 212.3 FEET;THENCE RUN SOUTH 616.00 FEET;THENCE RUN WEST 3 212.3 FEET TO THE 1/4-1/4 SECTION LINE;THENCE NORTH 616.00 FEET TO THE POINT OF BEGINNING;AND LESS o z AND EXCEPT o Q Q ° VIDNITY MAP PARCEL B: BEGINNING AT THE SOUTHWEST COMER OF PARCEL A, RUN SOUTH 309.13 FEET;THENCE RUN EAST TO z KEY WEST o° THE WEST RIGHT-OF WAY OF SAPP ROAD;THENCE RUN NORTH ON SAID RIGHT-OF-WAY LINE 309.13 FEET;THENCE RUN o w Cop WEST TO THE POINT OF BEGINNING;AND LESS AND EXCEPT PARCEL C: BEGINNING AT A POINT OF INTERSECTION OF THE SOUTH RIGHT-OF-WAY OF ST. LUCIE BOULEVARD AND 0 THE WEST RIGHT-OF-WAY OF SAPP ROAD.THENCE RUN SOUTH ON WEST RIGHT-OF-WAY OF SAPP ROAD;THENCE WEST w 424.45 FEET MORE OR LESS;THENCE NORTH 616 FEET TO SOUTH RIGHT-OF-WAY OF ST LUCIE BOULEVARD;THENCE `O W EAST 424.8 FEET MORE OR LESS TO POINT OF BEGINNING;AND LESS AND EXCEPT w rn � a z PARCEL D:THE WEST HALF OF THE NORTHEAST QUARTER OF THE NORTHEAST QUARTER OF SAID SECTION 31. c� TOWNSHIP 34 SOUTH, RANGE 40 EAST,ST. LUCIE COUNTY, FLORIDA;AND LESS AND EXCEPT l7 w 0 0 PARCEL E: RIGHT-OF-WAY OF ST. LUCIE BOULEVARD. z PARCEL G: RIGHT-OF-WAY FOR F.P.F.D.D.CANAL NO.26 o ~ L w Q ° CONTAINING 23.15 ACRES, MORE OR LESS. z w PORT SAINT LUCIE OFFICE z = ��\ AJ�o �. eq��.,, D itally signed � 10250 SW VILLAGE PARKWAY-SUITE 201 � i`•E z PORT SAINT LUCIE,FL 34987 Cm \ Ci —h 772-462-2455 avid Cw o wNn.edcinc.com Cm w ,6 ett 0- °o ENGINEERS Q SURVEYORS ��75 * : P.E. N ENVIRONMENTAL �� : STq *� g z Q ~ F.B.P.E.CERTIFICATE OF AUTHORIZATION 9935 F i\ © e 0 0 0 J W S VILL PKW ,Q7,1: FTE 2 Q L.B.CERTIFICATE OF AUTHORIZATION 8098 rrr�� M 1 :34 -04'00' N U w N APPROX.LOCATION EX. 12"WATER MAIN 0 8oIL \ INSTALL SILT FENCE AROUND SITE PER DETAIL ON SHEET 3 EX. 15 CMP IL ENGINEERS 0 SURVEYORS INV(W): 19.14 ( IN FEET ) INV(E): 19.13 ENVIRONMENTAL FP. PIERCE FARMS WATER CONTROL DISTRICT 1 inch = 80 ft. U - CANAL NO. 28 - - - - 10250 VILLAGE PARKWAY ..�..e 90U111R101ITOFNAYLO COAL N0.2e EX.SECTION LINE IL SUITE 2U1 z NOR1X RI011T OF NAY UlfE ST WOE BLVD. - o EX. 10"B.F.P. .ro s EX. R/W LINE - w _I T _- - - - ---- - - - _ �- - - - - - - -FMM RA PORT ST. LUCIE, FL 34987 O - EX. 15 CMP - IST. LUCIE BOULEVARD ----- - --_ _ - 1 I j F - F - - - - - NE _ LEGEND 772-462-2455 EX.WATER --- tR110W.me�we ------_----- -� --- a �� - - - (NELD s) IL - J METER&BFPV F AT&T N BOX - N0°° www.edc-inc.com Q _ _ _ _ == - -$ - ---- ---- ��- =r- JUNCTION m I / EX. JUN ------ry-------Fl1----- - ----iV1 - iV1-------{11-------Fl1------ FM FlA--- FlA-------__ -_-__Fy--�s ---ti I a g2 EXISTING SPOT ELEVATION R1 IL 20'DED CATION TO SAINT LUCIE COUNTY - - - - - - - - - - TM Y Z) _ _ _ (OR 1653 PG 714,OR 1693 PG 89) N89'48'11"W 667.08 SET 5/8"IRC aw ® EXISTING UTILITY POLE F.B.P.E.CERTIFICATE OF AUTHORIZATION 9935 = EXISTING - - (LB8p98) c oar BB10NpFB L.B.CERTIFICATE OF AUTHORIZATION 8098 FOUND 4"X 4"CM f- I Q ® Q ® Q ® Q ® ® TOB x a EX.2-1"B.F.P.'S WITH METERS UNNUMBERED I EX.MOUND _ "Q I ' I $ GOPHER TORTOISE m FOUND 3"DIAMETER - - - - - - - _ 10'EASEMENT Q CAR AXLE ®� ® � 1S?�QQK155Z.P8�12 - - EXISTING OAK TO BE REMOVED a C (0.57'E&0.20'N) 1 EX.TOE 0 EX. 18 CMP PROPOSED 30' OF BANK 1 - III EXISTING I I No z_ INSTALL SILT FENCE AROUND I I -- -- INV(W): 19.12 ROW DEDICATION i - a: r EXISTING PINE TO BE REMOVED m } - w a z AT&T RISER v DISTURBED AREA AROUND III - - i INV(E): 19.11 REMOVE ('=J � I s I I ❑ m 0) w CD w EX.2"FORCE MAIN m w z Q O _J w ❑ CONTROL STRUCTURE I T - EXISTING PALM TO BE REMOVED z 3 a z O x a o w I __ EX.CONCRETE SLAB n I L _ __ _ J -- IQ I_-- --M-- I I - -- - - - --1-- w p as LL E < o o EX.CONTROL I __ __T__ RELOCATE EX. MES �__ �� -�i i !� EX.WOOD ❑ c� Q =_ w °� } a a o T SIGN EX.OAK TO BE PRESERVED ❑ ❑ STRUCTURE III --t-- I Q - I -- - �J O I �� --j-- I - -M-- 1 I EXISTING I EX.PINE TO BE PRESERVED M o III i EX. INV.EL=16.57 BEGIN REMOVAL -- I I �.p I I EAST PROPERTY LINE Q EX.8"WATER MAIN I REGRADE X. FENCE I - Q a I EXISTING I EX.PALM TO BE PRESERVED II EX.CONCRETE I O 1 -15"CMP FLUME EX.SWALE r I WATER LINE N 6'CHAIN LINK FENCE WITH I -- T-- _'D Lx I r EXISTING z O BARBED WIRE I I - � -� F� . �„�` I EXISTING CONCRETE -- - METAL SIGN _ I I LESS AND EXCEPT ❑ I L-- -- -- s Q - I EXISTING I ~ Q EX.OVERHEAD UTILITY ©� I - -- - INV EL=17.48 I PARCEL C I m --- - - - - - --- T ) ' I a L --- -------J VACANT I U) _ ELECTRIC PULL EX.WATER ) =i EXISTING PARCEL ID:1431-110 0000 000 5 I EXISTING ASPHALT IL BOX T P I I ERVICE - LEIS ARCELAND EPT 1 �__ ( �' ) I �� I INV EL-17.31 (OCCUPIED) Z PARCEL ID:1431-111-0020-000-4 O W I EX.FIRE LINE BOLLARD(TYP) Ij I EXISTING IL o z _ ( I TO BE REMOVED ❑ "' F I e �I ISa� I I I W O I Q � z I �--- w w� r w II EX.2"FORCE MAIN ❑ z INSTALL TURBIDITY BARRIER I�1 - w w I w� "- +I I' 10'EASEMENT I o PER DETAIL ON SHEET 3 w w . f- - I� -t I I 1 (OR BOOK 1557, PAGE 1228) O II_ __4 o z O z (D z 2 STORY CBS 1 i% I w > ❑ I �__ __ 1 INSTALL z 0 I I z 0 I z 0 I I BUILDING I I =' I C C U I U I II JI _ 46 y EXISTING zO = - PERMIT BOX cn ❑ cn ❑ cn ❑ B FFE=21.93' 1I WATER METER I SURVEY NOTES: Z I; I w w w I ''� 1 &2 WATER VALVES w O I I w l I w I w l EXISTING U) z > > > ELEVATIONS SHOWN HEREON ARE RELATIVE TO THE NORTH z 1 II O O O I I 1 STORY CBS g s LIFT STATION I Q O z v I U c 1 AMERICAN VERTICAL DATUM OF 1988(N.A.V.D.88)AND ARE < a I I t� BUILDING 1 TOP EL=21.82' I w w u GIVEN IN U.S.SURVEY FEET UNLESS OTHERWISE NOTED. I10� 0 -) I FFE=21.93' i EXISTING I N.G.V.D29=N.A.V.D.88+ 1.5 o w Of �I I I - 1 LIFT STATION CONTROL PANEL I LL L - - II "�----- -- a 10� EXISTING- °-°-°-°-° ° -'- - F ELECTRIC C METER NOTE TO CONTRACTOR: a o g I 280.D' 2 STORY OFFIC 1. IMPACTS TO EXISTING UNDERGROUND OR OVERHEAD ❑ FFE=21.85' I I EXISTING FPL z END REMOVAL I EX.FDC I UTILITIES TO BE COORDINATED WITH SERVICE PROVIDER a I INSTALL SOIL TRACKING TRANSFORMER PAD o 0 o EX. FENCE I N N w REVENTION DEVICE I PRIOR TO CONSTRUCTION. o o EX.SANITARY PIPE N N a U) I I PER DETAIL ON SHEET 3 2. INSTALL SILT FENCING OR OTHER APPROPRIATE o L6 ❑ EX.WATER LINE I SEDIMENT AND EROSION CONTROL MEASURE AS SHOWN o 0 o � I I i I ON SHEETS 2 AND 3. w I �i 3. CONTRACTOR TO RETAIN NPDES PERMIT FROM FDEP a o T I I I I I I PRIOR TO ANY CLEARING AND GRUBBING. PERMIT TO IL I I I Ii REMAIN ONSITE DURING CONSTRUCTION. o I I 4. ALL PIPE ELEVATIONS SHALL BE FIELD VERIFIED BEFORE EX.TOB I I� I COMMENCEMENT. Q ~ I I RELOCATE �• EX. FORCE MAIN 5. CONTRACTOR TO REGRADE&SOD ALL DISTURBED AREAS. Q � EX. BOTTOM J I I EX. FIRE HYDRANT M �I I I 6. THE LOCATION OF ALL EXISTING UTILITIES ARE SHOWN TO J I THE EXTENT THAT COULD BE DISCERNED ON AS-BUILT Z x I (SEE SHEET 6 FOR EXISTING I DRAWINGS AND/OR HISTORIC CONSTRUCTION PLANS FOR J M I I LOCATION) ,a COVERED CONCRETE I II I O LL O L6 I I THE FACILITY.THE CONTRACTOR SHALL BE RESPONSIBLE FIFE:22.03 I EX.CONCRETE FLUME z N I II FOR CONFIRMING THE ACTUAL LOCATION OF EXISTING Z w w III I I I I ` UNDERGROUND UTILITIES.ANY DISCREPANCIES SHALL BE O = Z o I I I REPORTED TO THE OWNER AND ENGINEER OF RECORD A/ J zC:) III I I I IMMEDIATELY. Q J J Q Lu z I I EX.TOB l ` LESS AND EXCEPT w1 I QA J a ❑ I I I PARCEL B z1 w a. � ♦ Z a INSTALL SILT FENCE AROUND SITE I I z X V U U PER DETAIL ON SHEET 3 I I I PARCEL ID:143OCC1J11E 0020-000-4 Q I :� L EX.BOTTOM I �� O OQ Lu 0i I I SAWCUT&REMOVE APPROX. LOCATION OF L I '�/� Z Lu v w l EX.ASPHALT&CONCRETE QEX. 1"WATER SERVICE t OBI I p `�' Q Q� Z E o I l \ I TO BE REMOVEDCAPPED \ I r TOP OF BANK �� I Oz J ` W L� I r- \ `� INSTALL SILT FENCE AROUND SITE � IL liPARCEL ID:1�31-112-0001-000-8 TOE OF SLOPE I I � Q I PER DETAIL ON SHEET 3 U) = zJL o \ RELOCATE I \ CLEARING OUTSIDE OF SILT FND.5/8"IRC oQ LL Z c ❑ EX. CONCRETE FLUME FND.5/8"IRC (LB8pgg) w FENCE NOT PROPOSED I r O l.f- I.f- Z 0 0 1 I I (LB8098) I I - p a p o RELOCATE 1 II _ _ 0 S89'48'11"E 637r\I .06 () Z EX. FUEL PAD Q � ♦^ 11p w EX.TOB I 1 I i I 4. IL J v♦ V > I REMOVE PORTION O a w EX.BOTTOM I I I I I I C ry � I II I OF EX.CURB G J 0 o I Ar. - Lu N w I I t/ � C) o COVERED 3 M 2 N U) I I I REGRADE EX. DETENTION AREA SAWCUT&REMOVE I REMOVE EX. 21207 212os P4 o Q I I EX.ASPHALT&CONCRETE `' GRINDER 21208 O 0o Q I I I I II N 1209 ICA z I REMOVE 1222 o I z SITE BENCHMARK II o 21223 0 I O NAIL&TIN TAB o I EX.CBS WORKSHOP ZI o 21221 17 214 w I F.F.E.=22.06 I I I cn INSTALL SILT FENCE AROUND SITE I ELEV.=21.67' DAVID C. BAGGETT, P.E.(DATE) 2121 PER DETAIL ON SHEET 3 #81375 a, w z I J J I I 1231 21 3W21051 EX.TOE IL w _ i/ 212 w w //""""""�� d I �Z21054 O IL U) REGRADE EX.SWALE/DETENTION AREA I 229 0 � II W I II IL : ❑ I _ _ _ I 0 1.44 AC. r 10250 SW VILLAGE PARKWAY-SUITE 201 Q a _ _ _�_ - / UPLAND PRESERVE '772-462-2455 __2J EX.TOB PORT SAINT LUCIE, FL 34987 v Co - _ _ _ _ _ _ _ _ _ _ N89'48'04"W 637.06 _ _+ Q w �- X X X N89-48-04"WX, 667.06 X X X X �.e X X X o UNPLATTED LOT FND 5/8"IRC BARBED z � (L68098) NOT A PART OF THIS SURVEY a9 VACANT FOUND 5/8"IR&C VACANT EX.4'BARBED WIRE FENCE WIRE � w FOUND 5/8" w STAMPED LB 6674 PARCEL ID#1431-140 0000-000 8 PARCEL ID:1431-140-0000-000-8 FENCE IRON ROD 19-319 z = (0.11'E&1.09'N) EXISTING S 0.02' z FOUND 4"x4"CM SITE BENCHMARK W 0.60' w UNNUMBERED c w (HELD) INSTALL SILT FENCE AROUND SITE IRON ROD ELEV.=21.56' g x FOUND 5/8" PER DETAIL ON SHEET 3 IRON ROD IN BOX CUT Q o (HELD) w 2 OF 12 3 Q U O rn U) r = 0 N V w w N STATE OF FLORIDA EROSION&SEDIMENT CONTROL-DESIGNER&REVIEWER MANUAL FLOATATION POCKET Section 1 Project Name and location information: Al Truss Expansion, Section 22, Township 37S, Section 14 Waste disposal, this may include All construction materials and debris VERTICAL SEAMS BETWEEN Range 39E, Port St Lucie, FL construction will be FLOATATION ELEMENTS debris, chemicals, litter, and sanitary placed in a dumpster and hauled off FLOATATION COVER FABRIC MATERIAL wastes: site to a f e WHEN FABRIC IS INSTALLED IN landfill or other PP prope r r0 disposal site. GALVANIZED CABLE A TRENCH WITH COMPACTED Section 2 Describe the nature of the construction Building w/ Parking & Drainage Infrastructure �'' SPACING OF POSTS ARE SOIL, ANCHORS CAN BE No mciterials will he buried on site,aCtlVlty. J 5- TO 8-FT. APART ATTACHED TO REDUCE THE ENGINEERS 0 SURVEYORS Section 15 Offsite vehicle tracking from Off Site vehicle tracking of sediments END/TOE PLATE -' POTENTIAL OF "BLOWOUTS" ENVIRONMENTAL Section 3 Describe the intended sequence of 0-2 days, site prep and stabilized construction construction and dust (NOT NEEDED IF "SLICING" major SOII entrance; ° - '�' GEOTEXTILE FILTER METHOD IS USED} 10250 VILLAGE PARKWAY z j entrances/exits: generation will be minimized via a rock 0 �'" FABRIC SKIRT OR disturbing activities: 3-6 days, install perimeter sediment and erosion construction entrance, street sweeping MOINOFILIMENT (TYPICAL) SUITE 201 W controls; and PORT ST. LUCIE, FL 34987 O 7-60 days, install stormwater retention basin; ' 772-462-2455 7-10 days, clearing/grubbingover all areas; Section 16 The proper application rates of all E mrvida—friend) fertilizers and pesticides z4-IN. 0 �www.edc-inc.com y P P PP y P STITCHING MINIMUM HEIGHT J 11-90 days, site grading; fertilizers, will be GROMMETS Q 90-150 days, install storm sewer and utilities; herbicides and pesticides used at the used at a minimum and in accordance ° — 150-180 days, stabilize site construction with the F.B.P.E.CERTIFICATE OF AUTHORIZATION 9935 site: manufacturer's Suggested application -I I — L.B.CERTIFICATE OF AUTHORIZATION 8098 0 NOTES BACKFILL TRENCH m Section 17 The storage, application, generation and All paints and other chemicals will be STEEL OR WOOD J Section 4 Total area of the site: 23.15 acres migration of all toxic substances: stored in a locked covered shed. 1. TURBIDITY BARRIERS ARE NOT TO BE INSTALLED WHERE POST INSTALLED a FLOWS WILL CAUSE EXTENSIVE MOVEMENT OF THE FABRIC AFTER COMPACTION o U) Section 5 Total area of the Site to be disturbed: ±9.88 acres GALVANIZED CHAIN SKIRT OF "SLICE" N Z BALLAST FABRIC MATERIAL MUST BE } 00 FLOATATION SIZE DETERMINED BY SKIRT DEPTH/SITE SECURELY FASTENED TO THE m } 7 w Fu Z Section 18 Other: Port—o—lets will be placed away from L VARIABLES. POSTS OR IF USED TO THE m w m O w tY o Section 6 Existingdata describing the soil or ( ) RUNOFF o z o Q o o w NLU w g storm sewer WIRE MESH U Z Z o z o x Q a Q > quality of an 1 BEFORE TAKING THE TURBIDITY BARRIER AWAY FROM A _ m Q � ii ¢ to U)i N m q y y systems, storm inlet(s), surface waters w o 1 J Z stormwater discharge from the Site: CONSTRUCTION SITE, ACCUMULATED SEDIMENTS BEHIND —III I I o 3 Q O and FABRIC SKIRT MAY HAVE TO BE REMOVED AS DIRECTED BY 8- T 12-IN. 12-IN. o wetlands. NO vehicle maintenance Shall TURBIDITY BARRIER THE ENGINEER OR CPESC. WOOD OR STEEL POST I T (MINIMUM) INSTALLED BEFORE Q be COMPACTING BACKFILL III-I -I conducted on—site. A washdown area MATERIAL Z shall be designated at all times and will not be Section 7 Estimate the drainage area size for 23.15 acres I located in COMPACTED SLICING METHOD ° each discharge MATERIAL Section 19 Provide a detailed description of the maigl%hweG Plat IdH 0Ilo5Wtr(OtUG� and IIAL Q non—structural controls to assure that tldt�cberlgOnofn good and effective W Section 8 Latitude and longitude of each N27°28'56", W80'22'08" operating condition. polluted runoff. ATTACHING TWO SILT FENCES discharge point SEDIMENT LADEN:. WHEN TRENCHING IS USED 9 P Contractor shall provide routine maintenance of permanent and temporary WATERS and identify the receiving water or MS4 sediment and erosion _ PLACE THE END POST — OF ONE FENCE INSIDE to o for each control features in accordance with the technical specifications or as follows, I I ®�� THE END POST OF THE IF 12-N. I II OTHER FENCE UJ whichever is more y �, ,l, y {MINIMUM) I I I I — Section 9 Ive a etal ea*description of all controls, Best Management Practices (BMPs) _ ROTATE BOTH POSTS stringent: O Z and measures that will be implemented at the construction site for each ,,, �, �, AT LEAST 180 U • Silt fence shall be inspected at least weekly. Any required repairs shall be I- I- I DEGREES IN A z activity identified in the intended sequence of major soil disturbing activities made immediate) �, �, �, ,� y —III— Ac CLOCKWISE DIRECTION U section. Provide time frames in which the controls will be implemented. y TO CREATE A TIGHT S P Sediment deposits shall be removed when they reach approximately one—half coNSTRUCTION AREA SEAL WITH THE FABRIC w NOTE: All controls shall be consistent with performance standards for erosion .l. FABRIC MATERIAL MUST BE PLACED IN A 6-IN. MATERIAL Ir to and sediment control the height of the x 6-IN. TRENCH WITH A "L" SHAPE BEFORE DIRECTION OF RUNOFF WATER I- barrier. � 14' `I' `1' `I' `1' `I' BACKFILLING AND COMPACTING THE SOIL. 4 4 j DRIVE BOTH POSTS and stormwater treatment set forth in s. 62-40.432, F.A.C., the applicable ABOUT 12-IN. INTO THE o • Maintenance shall be performed on the rock entrance when any void spaces GROUND AND BURY THE stormwater or Environmental Resource Permitting requirements of the ©2C01Hyd-PlIt`eAis FLAP IN A TRENCH 0 are full ofTRENCHING METHOD w Q I i it e e AR I e�C d d I� u PitYRISYRI'depth I el sediment w e n en a � � Inlet(s)/outfalls shall be inspected immediately after each rain event and any TURB D TY BARR ER © Hdoo�al are�y t o P ie s��e. r� k er ranc °r� th I on of � Q Of 8Y 1 st ne do I d AR IltRrnf�b I s�ia��ee con��ucte to � rilYrrize the effects of truck traffic „ 03 0_ LU required repairs SILT FENCE BARRIER INSTALLATION Q o and sedimentation tracking both on and off of the site. There will be only one construction entrance atFigure V-44: Illustration of a Turbidity Barrier Curtain w tr Section 20 �p a ti ns: ib he a ti n e n os, 1, 03 0 0 this site. ee rps Q as�'re uir�ed t eF�I �' EVUer��rei i ePf�r� topllfblyo� L 1" Ulsc a gerfrom o After the initial site grading work, all proposed inlet(s)/outfall, once installed, shall be protected from a t r y g Permission is given by HydroDynamics Incorporated to copy and reproduce this detail Figure V-40: Illustration of a Silt Fence Barrier Q erosion and sediment runoff by the use of filter fabric and properly installed inlet filters. Disturbed IiS c Ion r�rrall Construction Activities. w Permission is given by HydroDynamics Incorporated to copy and reproduce this detail o LU O portions of the site where construction activities have permanently ceased shall be stabilized with sod QtWilfibd apdrmch&h9ill himpl�naWgs iiMsoat dl�elhdagesgp�Zplc�ls$rnrb tliafely� of Co or other permanent stabilization methods If other methods are used, this SWPPP will be modified no N a P ( ) edAlc �trtl3)tioAll tbt>behas of the site with proper controls as necessary. V-15 V-7 LU later than 7 days after the last construction activity. Seeding shall be the same as in temporary seeding. not been stabilized, constructed areas and locations where vehicles enter and o o *All installation shall be commenced as depicted on the attached site map and installation "typicals" exit the site, and all Q sheet. BMPs at least once every 7 calendar days and within 24 hours of the end of a CHAPTER4: BEST MANAGEMENT PRACTICES FOR EROSION AND SEDIMENTATION CONTROL STATE OF FLORIDA EROSION&SEDIMENT CONTROL-DESIGNER&REVIEWER MANUAL W rainfall event that is 0.5 of QSection 10 Describe all temporary and permanent stabilization practices. Stabilization inches or greater. Where sites have been finally stabilized, said inspections shall practices include Section 21 en de r UL l a UZJL II ou e f o gtprmwater ��sc ar es as allowed b 50-FT. MINIMUM Q We y nt�l. ts�Q r��a�slc orb rr'1xion' tlo Is Tlle� g y EXISTING p temporary seeding, mulching, permanent seeding, geotextiles, sod stabilization, WeeFL7Ev IPWG�nerlc 'I�er'r'O r oil Discharge from Large and Small A PAVEMENT or c1 n s II r s r h r r t r nd vers depending upon season of str' trtS �t�o�l � r�eeys� ge4�� v� g� � � � ect°� p g p It is expected that the following nonConstruction Activities- -stormwater discharges may occur from the site during construction Z J J o ins ati n t a Is applied a manClfac rers reco men atlons to 'any Isturbed areas that are inactive A LL LL more than 7 days. period: wash water(where no spills or leaks of toxic or hazardous materials have occurred). — Z O Q Z * Sod shall be used to stabilize the sides of the detention basins. Dewatering shall be done in accordance with the requirements of the SFWMD Short Term Dewatering O * Filter fabric shall be placed under the rock entrance/exit. Permit-by-rule. If said discharges do occur, they will be directed to the temporary sediment basin prior 6-IN. \_A *Vegetative buffers shall be left undisturbed along the boundaries of the property, with the exception of to discharge. Turbid water from the stormwater pond shall not be pumped directly into the receiving F�O'`�` w MINIMUM FILTER CLOTH J W exotic vegetation removal. waters. Any pumped water from the stormwater pond shall be treated so as to not allow a discharge ofUJ Z J o polluted stormwater. Treatment can include silt fences, settling ponds, the proper use of flocculating SIDE VIEW 2- TO 4-IN. ROCK Z Section 11 Describe all structural controls to be implemented to divert stormwater flow agents, or other appropriate means. DRAIN u EXISTING GROUND ( ) a CL from exposed soils and structural practices to store flows, retain sediment NTS LL on—site or in any other way limit stormwater runoff. These controls include silt Section 22 All contractor(s) and subcontractor(s) identified in the SWPPP must sign the GRP` a x J W fences, earth dikes, diversions, swales, sediment traps, check dams, subsurface following HMM W o Co drains, pipe slope drains, level spreaders, storm drain inlet protection, rock 50-FT. MINIMUM W outlet `9 certify under penalty of law that I understand, and shall comply with, the _—.— o :..a U Z Ulu4S ( t e afl'at n�'flrdr� flrMder IB@s a�fl� 'fir vfl� fled g) terms and Sys o ,, ,,, ,,;; ,,, ;� MINIMUM � O w r r conditions of the State of Florida Generic Permit for Stormwater Discharge from ';� Q 1gg1) � 0aeB arB&F1Rfl@ Wi reSI iflO oNg sconstruction phase. - - - -- N Z * Large - 0 o A wet detention basin shall be constructed which may be used as a temporary sediment basin (prior - C Z N and Small Construction Activities and this Stormwater Pollution Prevention Plan e o to being connected to a discharge structure) if needed. Care shall be taken to assure the removal of A ;;; ~ Z 0 Z accumulated fine sediments and that the excessive compaction of soil by construction machinery iscired W ' w 12-FT. +.p. , .• O > O r\JZ avoided. PLAN VIEW MINIMUM EXISTING a * Inlets/Outfalls shall be protected with filter fabric and properly installed inlet filters (with the same Section 22 PAVEMENT Q W V Company Name, Address ATTACH FILTER FABRIC v installation as indicated under the Best Management Practices heading). Name Title Date U and Phone Number SEGURI LY TO 2X4 WOOD TOP FRAME NECESSARY a FRAME,OVERLAPPING Y tr Section 12 Describe all sediment basins to be implemented for areas that will disturb 10 FOR STABILITY w P FABRIC TO NEXT STAKE '' '' w or more acres at oneJE a O PONDIN6 HT. �.� �� 6-FT. ;'Q: H time. The sediment basins (or an equivalent alternative) should be able to - MINIMUM U) provide 3,600 cubic feet of storage for each acre drained. Temporary sediment r p�I�` Ib• MAX. 2x4 WOOD FRAME PLAN VIEW . 8wr-p �ryWdiNM9 di 8P s�erhe detention basins (prior to being connected to a 4 SIDES OF D.I. 2- TO 4-IN. ROCK z B Iflzi ir�flf�Ir pFrlCRq%%g agr9? n�&9li1"sJ9m9gFRsin if needed. s6" rtAx / /` (IN 10-Fr. .` . Z \ MINIMUM Q Section 13 Describe all permanent stormwater management controls such as, but not \ P 9 ` \\ \ \ \I2 MIN • \/\/\/\/\/\/�\/` Q '\/\\/\ \ 3-IN. o Z limited to, detention or �'`/�\//� \\ DROP \\//\\//\\//\\//\//�� MINIMUM w \ 12-FT. MINIMUM s �; I bass s a I e cons ruc a er ermit an a I dis urbe areas shall be \' \/ INLET \/\/\/\/\/� o grassed" eo � 's. p p \/ �\ %\//�\\//�/�\��\/� DAVID C. BAGGETT P.E.(DATE) w \/. #81375 0, 1- Z w w _— M IL LU SECTION A-A — — — - Co N Co NOTES: ' l7 9 I. DROP INLET SEDIMENT BARRIERS ARE TO BE 4. THE TOP OF THE FRAME (PONDIN6 HEIGHT) 6-IN. cn FILTER CLOTH w USED FOR SMALL, NEARLY LEVEL DRAINA6E MUST BE WELL BELOW THE GROUND ELEVATION MINIMUM 0 0 2- TO 4-IN. ROCK 10250 SW VILLAGE PARKWAY-SUITE 201 0 o AREAS. (LESS THAN 5A6) DOWNSLOPE TO PREVENT RUNOFF FROM BY- PORT SAINT LUCIE, FL 34987 2. USE 2X4 ROOD OR EQUIVALENT METAL STAKES, PASSING THE INLET. A TEMPORARY DIKE MAY SECTION A— A '772 462-2455 v Q (5 FT. MIN. LEN6TH) BE NECESSARY ON THE DOWN5LOPE SIDE OF 2 a 5. INSTALL 2X4 WOOD TOP FRAME TO INSURE THE STRUCTURE. (NTS) Q w STABILITY. ©z000�rdoD3" U Z Z O Z SOIL TRACKING PREVENTION DEV CE z 19-319 Figure 4.5a. Silt Fence Drop Inlet Sediment Barrier Figure V-52: Illustration of a Soil Tracking Prevention Device w (0 � Source:Erosion Draw Q Cw7 Permission is given by HydroDynamics Incorporated to copy and reproduce this detail w O v�i ~ Z LU a D V-31 3 OF 12 0 rFE U o M U a = 12of18 rn 0 N V LU w N EX. 15 CMP INV(W): 19.14 0 50 IL ` FT-PIERCE FARMS PATER CONTROL DISTRICT INV(E): 19.13 EX. 15 CMP CANAL NO. 26 IN FEET IL ENGINEERS 0 SURVEYORS ( ) EXISTING cersanarw» SOUTH RIGHT OF WAY LINE CANAL NO. 26 EX.SECTION LINE ENVIRONMENTAL FOUND 4"X 4"CM _ 1 inch = 50 ft. UNNUMBERED APPROX.LOCATION NORTH RIGHT OF WAY LINE ST LUCIE BLVD. 7 - v FOUND 3"DIAMETER EX. 12"WATER MAIN EX. R/W LINE 10250 VILLAGE PARKWAY v ci (0.57'E&0.20'N) T ----- --------------------------------- ------- ----- --- - --- - T ST. LUCIE BOULEVARD q = PORT ST. LUCIE, FL 34987 O - - - - (AIRPORT ROAD/ R ,I, - - - SL -x I-x - - - - - - 772-462-2455 (80'RIGHT OF WAY) p �n Ro 0 0 o L E G E N D J -+--I--_-� �$QRVR1r AIRPORT RW �ry-=------_------ ---- _----- =:-- --- ----�- - : www.edc-inc.com m p OT ROW MAP SECTION NO 9460-1�0 20 45 0 " \ - - - - - - - J o ti°� ^y\ (ROAD NO.S-608) /pA ^^ m I \x = EX.AT&T JUNCTION BOX z'g2 EXISTING SPOT ELEVATION ph I p NOW COUNTY ROAD) ry^ ^°. ° -'� -__ --- - ---- ------ --- ------- -� -- - - - -----e -- ------- ----- ------ �- -off - 161.1 F.B.P.E.CERTIFICATE OF AUTHORIZATION 9935 x FM----- FM---a ---- FM- -_ -- FM-- FM-----------FM--- FM----- FM--- FM--------- --FM FM O - - - ^ ^ ^ �- ^ _ " �" ® EXISTING UTILITY POLE = R/W 1g 62 ryp .oe ap -- --""- - L.B.CERTIFICATE OF AUTHORIZATION 8098 19.58 EX.WATER METER �t�o 20'DEDICATION TO SAINT LUCIE COUNTY ^° SET 5/8"IRC w y's &�BFPV �I I _ (OR 1653 PG 714,OR 1693 PG 89) - N89°48_11"W 667.08 - EX. 10"B.F.P. ti° lO I (L68098) $ GOPHER TORTOISE m �E''----;- off^ EX.TOB " :EX. R/W LINE > EX.OAK TO BE PRESERVED a T RELOCATE X^ I I I I I l^ IN a I q o z EX.CONTROL ^ ^a I ^9 I I 2po9pryo3 I - EX. MOUND x 1` : ;, I EX.2-1"B.F.P.'S WITH METERS EX.PINE TO BE PRESERVED } STRUCTURE " a _ _ _ _ _ oo -�-- - ^ �s9lssa ^�b� - p ^y - - - - Z_ �L _ 10'EASEMENT o m o W o 0 �pXl I I ao so X xti ryp °� Q A (OR BOOK 1557, PAGE 1228) EX.PALM TO BE PRESERVED Co w z ¢ ° x O w w -- o a x^ -/1 II II I * � z az a0 x0 a � rn O ^ _ // 0 C7 < E w 0 } v) O Q Q Co MIN PERIMETER BERM -_ yo yo ^6 a Q U) N MIN PERIMETER BERM PROPOSED 30' 0 I `� Of ° x J o` L°' 1145505.95 I I w 0 W Q O II ti° 6 o 860782.20 °° ti ROW DEDICATION EX.TOE OF BANK _ I EXISTING CONCRETE El LOCATION OF RELOCATED MODIFIED I I I -- L° p I _ - i - x r- x II o EXISTING I rn 0 EX.CONTROL STRUCTURE III a 20.0> I �� -�� 1 �� " x AT&T RISER "' I EXISTING ASPHALT 0 I ° I EX. 18 CMP I � `�__=J/ � �� I II _i I I EX.2"FORCE MAIN I z I I -- *ryotiry x^ p INV(W): 19.12 Q --- I I 1 1145506.85 L - --- - --- - --- - --- - J 1 860394.62 INV(E): 19.11 I -- 1 y CB-19 o I o 0 o PROPOSED O II ___ >K ___ I f7 k ° 16�^ €3 0' - q� I I : II m II EX.WOOD SIGN 0 0 o TRUGRID W/ROCK Q ^ ^Illtio X w0s _- I x ^g-af 1939 ----I---- I Q € --- I -- I I \ __ PROPOSED � tia I EX. INV. EL=16.57 E -�---- -rt- I II I EXISTING STABILIZED PERVIOUS IL w o _ �ry I I STORAGE AREA E� I ---t--- r II O � € I ^`° --- --�---- � € �II �I� o-.I P - I EAST PROPERTY LINE J II---- --- l- PREVIOUSLY PERMITTED I J I- � �n pal -z- ^1 I �� I �� LU O h W ryo'ry^ ^ °^ BUILDING HEIGHT:19' - --�-- ` " o I a w = EX.8"WATER MAIN I - e o o e ^9 ^o yo / po ��' L x^ 6 250 S F :a �I I -�9 "x " X X �c _o E ( I EXISTING IE___ C) berry EX.CONCRETE \ / z 2 z III I I p^° FLUME 1145340.19 WATER LINE O w I ___�___ ry 860781.79 DMH-1 I� -_J I z III--- EX. tl5"CMP *� ^oo ^°ho " aM a ° m ao �^ q oi - -- - - -- - - - 0 O U r--- - -�---- m ° - IL ° o ® m I - - - -- - - Q °o I I °6 ryry o� - °� - - - - a xti ` x a� la ® " I SURVEY NOTES: > 6'CHAIN LINK FENCE WITH -I� - - -� h @ �. ,6. - ^� ^ " >i EXISTING I z w ..... ........ ............................ $ �� r-15'CMP BARBED WIRE l pti a Of v I- � I - � t METAL SIGN IL Y III ---�--- ^ ry e9 o I I I I I ( I' 8.5 I ELEVATIONS SHOWN HEREON ARE RELATIVE TO THE NORTH a e I I I o4 x :m � " ^ ^ I h " I� a z m d " a MES-3 a 1145328.66 � � + I i y o I AMERICAN VERTICAL DATUM OF 1988(N.A.V.D.88)AND AREIL O z o I ---_I �`� - -mo 1145328.66 0 " O EX.OVERHEAD UTILITY I e° �R �� 860571.75 ry� d d4= 860821.75 i GIVEN IN U.S.SURVEY FEET UNLESS OTHERWISE NOTED. z cn I I I I I EXISTING r, p o M X x : a :■ 4 d d I I I I % " t o I INV EL=17.48 I PARCEL C N.G.V.D29=N.A.V.D.88+ 1.5 W 9' X ° O o " d J 0 p ry o ^ ^ ry I I p-' LESS AND EXCEPT F - - ^6� J^°----x-- 66 x 1860571.75 p --------a-------a-- T� /-- -- �-- �I �p��I w W 860571.75 gti° 1'x g5°X a1 " " " ' x NI VACANT NOTE TO CONTRACTOR: w -i --�- L - --- - --- - - - - - - - - - J X� 1145303.66 I I 11 PARCEL F= CL w I 1145229.61 7'CHAIN LINK FENCE I 1. IMPACTS TO EXISTING UNDERGROUND OR OVERHEAD a Z t 1145229.46 860821.75 le I ID:1431-110-0000-000-5 0 w a II w _ _ e^ ELECTRIC PULL BOX(TYP) WITH BARBED WIRE ' ; m EXISTING LESS AND EXCEPT UTILITIES TO BE COORDINATED WITH SERVICE PROVIDER w 0 ---I--- L -860524.74 O g �, ^p. 860579.74 I cn w h o o f py n " _ m n I I I I INV EL=17.31 PARCEL A PRIOR TO CONSTRUCTION. > 0 EL 1145229.54 1145229.38 r I o a IN (OCCUPIED) w 0 ^� x^9�x �° ry° I �9 x x o : �� . I wI PARCEL ID:1431-111-0020-000-4 2. ALL PIPE ELEVATIONS SHALL BE FIELD VERIFIED BEFORE a a o� 860549.74 860609.74 o x 0 ILL- p EX.FIRE LINE I EX.WATER SERVICE I I I i I� COMMENCEMENT. o IL O_ I 2y 1145229.30 EX.FDC BOLLARD TYP I I 3. CONTRACTOR TO REGRADE&SOD ALL DISTURBED AREAS. IL W �'" 860639.74 1145229.22 ( ) I I I I N N w O I I U' _ __l I 860669.74 , I o o n __ II w I �I �� ° ° 6° o 2 o I - m i I M CONCRETE FLUME °' o m of 4- _- ° w° dK Ioo Xry x x f 30.0' f x - - - "x " x I o 0 IoL 5_ L_I= _ J r / I EX.2"FORCE MAIN w I I o d X �� ' _ --/ I< I -- ------- - r l Q �� I M- m- o o o lll� I 10'EASEMENT wa I I I w N a�o 0 o N I w I I w I I w Im I - i �I I (OR BOOK 1557,PAGE 1228) a ) I ap K u ow F I I�-- --- --- x LL I I I I I fi I . I I 2 STORY CBS I I �� --- ------- a a of T�,1 a w�� O O U O O I I BUILDING - II---- Ia A Q 0 o� }�~ Z O Z O Z O FFE=21.93' N 1 «� 11; x o=1 0' Qx1 0' 0°- 0 I D0 I I � v I I � c� I ;�. �o IL o I cs w _ Lo 0 IgI I ' 11 I 0 >--99^ 99h ry O� Ory� lary �x �= Oo X W X w X W �}+ l II ^o''o X^ x^ ry ry X wc3.9 jC�p w� � ^'�� ^W W w W o �1 I I LL o I l --- I a o O o a>5� x� � > I I > I I > I I x ex I EXISTING J J J O d O I I 10. I LL I WATER METER w I I�--- 9� 1145109.61 I w �m 4 U m O 0 o I 11m1 o y EXISTINGR VALVES O -- o• , 860524.41r O d a d I 1 STORY I " - x^ x '� . I a 25' 30' 30' I I I I I I JIo I LIFT STATION J BUILDING I z I I 1145081.41. o a a I TOP EL=21.82' O Q } eo is 9 •o� e ^tia ^�� ° ^a° I ^e`, I ^9^ FFE=21.93' O t J I o o ^p. ^pal 860455.48 •9Xk i p x� y 9 -= I o I I EXISTING LU Z A/ ^ IfE o LIFT STATION CONTROL PANEL LL 1145109.22 `ti• 0,^' ^ 100.15' Q �I 6 pp� p°� o��I 1145109.54 114510 860669.41 ao 6ti as o� ac,� - 7 a ^ X 860549.41 �860639.41 Xry Xry xti x`� I Xry 12°• / N'� I" EXISTING Z ^ 1145069.57 1145109.46 x l� ry O 1145091.57 1145109.38 I 2j�.s x _rn a° m I �" ELECTRIC METER X a ^ 6po mp 860541.53 860579.41 860609.41 �°� 06 eh I ^?� I a a 1 U 1145091.25 x 101 ^6. 860490.11 ^. -*,Cl' ^. 21.79 y I 05 x �x ^ryo fLU IL 860409.08 I I 1145071.39 Xn. q3E-+^' * x EXISTING FPL 260.0 ��2j>8 ^ti x �22z2i8j "I I TRANSFORMER PAD 'w J C w I I 860465.54 ry �� OFFIOCE �- ---- I {/�, c 1145051.80 l.J 1145081.21 1145069.07 )` ryp OFFICE 860490.03 EX. FDC ^ ^• 860419.14 860701.41LL ry a J O 1145046.81 E z EX. BOTTOM 860485.02 as O ^6�° ° 6 1145056.97 xry^ I j EX.SANITARY PIPE �� Q o X^ �p 860456.79 a ' ' O Z z O p'114'5046.89 o I A' r- w O I y^ I I EX.WATER LINE 'V O o O 860458.04 l Q U w o I I V O IL LU w �UU� I I I O V U rn > a.U 0= I 1145046.91 N w j O a 860448.04 � � l I J IL a I 0 ry^ x'^ x ^ X� a 4 a° I 1 a 1 U) INSTALL I °4 o ? NEW SITE LIGHTS I I PROPOSED BUILDING EXPANSION ° ° b j EX. FORCE MAIN Q INSTALL DETENTION 26' 51,200 GSF $° A d O o2 Q NEW SITE LIGHTS AREA I 319.93' BUILDING HEIGHT:±26' M 6 M [} I STORM SEWER INLET TABLE z w 4 FFE=22.03' a o w O Om I d a EXISTING I I w 12' ^`'� ° COVERED CONCRETE BOT TOP BOTTOM DAVID C. BAGGETT P.E.(DATE) o I 3.43' ry xry °a FFE:22.03 I i Structure Name NORTHING EASTING RIM IN INV: OUT INV: ' W I ^ry I TYPE TYPE ELEV. #81375 c N 10, 160' A IL z `' I I a I L EX.CONCRETE FLUME °1 U) L6 I /1 CB-19 Type C USF 4155 6209 1145434.81 860813.03' 20.45 17.45(S) 16.45 rn I // IL ,' a Co 3 1. A A I j DMH-1 4'DIA MANHOLE 1145338.61 860817.52' 21.20 17.45(N) 17.45(W) 16.45 cn w �o G° wMES-3 --- --- 1145339.73 860761.77' --- 17.45(E) --- 0 o X�o I 10250 SW VILLAGE PARKWAY-SUITE 201 0 0 Z I a° o ' I I j PORT SAINT LUCIE, FL 34987 Qa Xti^ xti^6 '772-462-2455 2 0 INSTALL RELOCATE w 00 EX. FIRE HYDRANT I (3)12x55 LOADING ZONE Oo NEW SITE LIGHTS O j SPACES(NOT STRIPED) z 0 STRIPING FOR SEMI-TRUCKS Cr w FOR VISUAL PURPOSES ONLY i; I LESS AND EXCEPT z INSTALL I �ry� PARCEL B 19-319 z NEW SITE LIGHTS w 1144749.17 ti OCCUPIED a O Om 860700.60LU I I IN NII� PARCEL ID:1431-111-0020 000 4 O Lj ^ 6.0 '`L ry ryryA x h ry cw7 ' x^ 5° 1144749.57 QIF - w ° x ° 860540.57 x o �yo° ^ w I I I I I xe xry^ MATCH LINE SEE SHEET 5 4 OF 12A a o (7)12x55 LOADING ZONE 0 SPACES(NOT STRIPED) rn U) M = a, ~ ri N V Lu w N MATCH LINE SEE SHEET 4 APPROX. LOCATION OF EX. 1"WATER SERVICE i x - I I N ~} b TOP OF BANK IL 1E PARCEL ID:1431-112-0001-000-8 TOE OF SLOPE MIN PERIMETER BERM I ENGINEERS 0 SURVEYORS p I I FND.5/8"IRC I ^h I ENVIRONMENTAL ENTION AREA m i a � (LB8098) xti FIND.5/8"IRC IL 0 xti� I DRAINAGE (L68098) 10250 VILLAGE PARKWAY ti AREA'Q' IL SUITE 201 21417 21420 - a - 3 - - x I 1144618.52 li - - - - - - - - - - - - "�� ,- -xti - W'� ^�^ PORT ST. LUCIE, FL 34987 0 I 0� pL 5 861023.53 S89°48'11"E 637.06 1269 ^ 0^ r 6a 5pp ^° gyp' �Cp? I 2 CB-1 1279 x x 772-462-2455 O x^o ^mtia0 x ^ x x ry RELOCATE °08 T 1 T 1 g' 1144628.24 1243 o www.edc-inc.com w X m o EX.FUEL PAD o a° a° I 861347.03 1271 Q X ti ti 'L° 1 ;3 1144568.89 J I 12' I o p x x 1 1144618.04 1144618.20 861429.23 �C ti I € 861341.00 861357.00 I �00 w 1144570.65 F.B.P.E.CERTIFICATE OF AUTHORIZATION 9935 T 10 6"WHITE STRIPE I I 45 MI.- 861434.94 1187 L.B.CERTIFICATE OF AUTHORIZATION 8098 0 (SEE SHEET 7) I 1144570.57 � I w I m l I R8' R8' R8' 1144527.39 861460.41 1144558.25 I p5p 861369.01 1204 R10' J 860446.72 �� W / W: o W 1184 I a I T O O O 1144519.18 obi W 0 0 W 0 0 0 0 a 0 0 0 21202 R 10' I O N 1144548.30 I W I I I T I I ME -2 O O 861364.68 Lj 860409.38 '1 0 21 k27 ------- - -- 9 � ^°� 1189ti: °w �^ :; 0 0 0 0 0 0 0 d 0 0 0 �R � € 0 0I 0 0 0 0 0 0 0 0 0 0 114456054 2 ti m m z R10' R8' R8' R8' R8' R8' R cD 8' R8' R8' R8' t.�s j ti O� ti 861470.38 X ti^ ti^ jkN y' ❑ 00 °' wU 1144548 : 0 0 0 0 0 0 0 0 0 0 B o X X x m w z ¢1188} 860436. UllO 0 0 ( w 0 0 0 w o 0 0 % O w ` [ O a � ('O 0 0 r!O O 0 0 j I 0 0 0 0 0 0 0 0 0 0 1192 [ a a }¢ u0i N Cl m 1144543.32 I I z 860404.37 I- CB-8 ° �' R10' 1183 0 _ ❑ 0 0 I O I 0 0 0 O o 0 0 0 I❑ 0 a j 0 0 0 0 [ 0 0 j j 0 0 0 0 0 0 0 0 0 o cy w o _ Q o CB-20 W �" I � 0 ° I " " 0 0 j 0 0 0 0 0 o j o j o o j 0 0 [ I ,N N 0 0 j j 0 0 0 0 0 0 0 0 o 0 Cj CB-11 aroo 00 211 3 c)Y = IL 1144515.37 W ^n -v I - - oo j 0 0 0 0 [ I CB-10 x M €1 0 0 I I 0 00 ❑ 0 0 0 0 0 0 O~ 0 MES-1 0 860457.04 _ I % W ❑ o ' __ o 0 0 0 0 [ _0_❑ _0_0 0 0_a o H 1190.: :...:-:::. }::::::.c ::.::::: -:+.... ....... .........::::::: ::::" -�... L.... ....J........... DETENTION AREA I j [ o 0 0 } - if ❑ I I I 10 0 0 0 [ r.... ::::r r 0 0 - , E l LU Z I - J� .�_17 I r r_ 0 ;�. CB-14 I ,., 4 0 0 [ j ` - [ CB 2 o a I ' - , rn E 150' X%i i O 1182U N O I a` I o 0 I o I 0 0 [ I 121'mN o ` 0Q I 0 0 a m 01 0 0 o I ,0 0 0 j 0 0 0 0 [ N cn 0 0 j I 0 0 0 0 0 �` _ LU N 1144442.40 143' -� 2 o C a 0 0 0 0 0 0 0 0 ❑ 0 0 0 0 0 0 [ 0 0 0 0 0 0 0 O o 0 01 105.57' o Of 860502.77 I -� I o I I I oo w + ^. a O �C7 ti 0 0 j 0 0 0 0 0 0 0 0 0 0 0 0 0 [ X^p 0 0 j j 0 0 0 0 1144432.95 SITE BENCHMARK 1 0 n ^ ` 0 16' 861364.41 X 0 0 I i 0 0 0 0 0 0 7 0 0 0 10 0 0 0 [ 0 e j �_ 0 0 0 0 0 o NAIL&TIN TAB 0O w ti I ! 1144422.62 1144422.92 5 ELEV.=21.67' ¢ 12' 0' 0 0 I 0 0 0 0 0 0 0 0 0 10 0 0 0 a a I 0 0 861459.94 ^� ti^ z > z O ti 32' 16 32 16' 32' -16' 32' --16' 32' 16' 32' 16' 32' 861374.37 ti 1144432.59 X N 0 w w F 1144442.61 0� � 0 0, - 0 E o 0 a 0`_ ti 0 ❑ 0 o-U- - Ol C U) Of 860424.10 x^ x^° j Um �m Um j C O O I = ¢ w xs I 861469.97 O 16'-+�$32'---}-16'-}--32' - 16' 32' - -16' 32' 16' 32'--{-16'--_-?32' 1 16' 32' 16' 32' 16' 0 0 �, �m o- �m -o-o- +.m C z p 78.67' 77.65' 40' I ----- - --- - -----, 011. ❑ > PROPOSED ^� "+ 0 0` I 0 01 0 0 0 0 0 a j o 0 a �� - --- R10' 4 a w a a mo o DRAINAGE I O ~ COVERED AREA#3 x^ � o 0 o I a° ;o 0 0 a N DRAINAGE R10' EX.TOB 0 x w n 1 I �7 I Q I DRAINAGE DRAINAGE DRAINAGE 1144395.21 O 0 I O O I ^°" O 7 DRAINAGE AREA'N' I = O z = I 5,140 GSF 65.33' O m j m o 0 o O m o j I 0 0 a l ? AREA'J' AREA'K' AREAL' AREA'M' 861356.29 C, w 0 � O O O AREA T I 45' �MINIMUM 1031 z C9 o 2 BUILDING HEIGHT:34' 0 0 mi 0 m 0 0 m LIGHT POLE LOCATIONS TO BE 1050 w z N g � R100' DRAINAGE PERIMETER BERM m o FFE=22.00'NAVD DRAINAGE DRAINAGE DRAINAGE DRAINAGE COORDINATED WITH OWN AREA'O' 1144395.26 EX.TOE : U cn O U 1144377.28 1144377.06 AREA'B' DRAINAGE DRAINAGE DRAINAGE DRAINAG _ DRAINAGE 1046 2 of x w w AREA'A' AREA'C' AREA'F' o AREA'H' 861340.29 w . c 860423.92 860502.59 ^a 1144364.22 AREA'D' AREA'E' ^a^ 32' AREA'G' I AREA'P' C' a 1 o U 1144364.40 ^ 6 6 2. 4 il 11 4 6 .7 x 114435,.79 R100' U O w U) O I 5 R5' 50' 860704.97 1`1 860877.97 860884.36 'd '9 108 +�^' 1060 1058 1144377.98 1047 z w > ❑ 6tix a� 860580.18 R5' 86077 3.97 S. e Of e X o 114107'� . 861359.23 gg um N W �9 R5' 1086 17077 9 � w SIL ❑LD U) IW = 18.64 �2 8 $ ^� 6 . 8 s a , 1065 1057 1.44 AC. 0 C w ¢ a e o o k�� ? 6 ^a. �6 g ^ o. 6 E; 1087 5 � of 16.72'_ - ^ U -x- 1064 UPLAND PRESERVE X 5 1 ° O 19 �- , 2.1079 b 1 21061 X`['^ � ^ Z ❑ O 1945 _ ° ^ TOE , CB 9 - - - - X ^ Y�^^ 21045 1 v�p° N89X8_04"W 637.0X -may^- - - xti^ 2p3 0� a Z 2p. _ _ w a 9y5 rn ° v V - V- - - ^99 89°48'04"W 667.06 x p 1144345.73 - - - V X xti�j-6 X X X - - X - -X X - ^ Z Y IL L) ❑ J ^ X ^ ^ X ° x /�' X X X X X ¢ K ¢ ^� 1144346.34 1144346.00 FIND 5/8"IRC ❑ d m FOUND 5/8"IR&C MIN 860596.91 1144358.43 EXISTING LB8098 3.9 IL Of w 860698.91 1144345.77 860872.95 ( ) EX.4'BARBED O w w ❑ a- STAMPED LB 6674 PERIMETER BERM 860770.91 SITE LIGHT f7! O 1144345.96 FOUND 5/8" w cn cn w a (0.11'E&1.09'N) EXISTING 860710.91 1144369.31 EX.4'BARBED WIRE FENCE WIRE FENCE ❑ > > ❑ FOUND 4"x4"CM SITE LIGHT 1144345.43 REPLACE HEAD IRON ROD IL 1144346.24 861014.31 � of Of Q ❑ UNNUMBERED REPLACE HEAD 860626.91 EXISTING 860872.91 WITH NEW LED 1144363.08 S 0.02' n z HELD Q WITH NEW LED SITE LIGHT HEAD 860979.23 W 0.60' ¢ ( ) 6 1144346.20 1144340.86 EXISTING o o 0 o HEAD 860638.91 REPLACE HEAD 860879.30 Q6 MIN PERIMETER BERM FOUND 5/8" Uj o Q SITE BENCHMARK 04 w 6 WITH NEW LED 1144335.84 IRON ROD ELEV.=21.56' IRON ROD IN BOX CUT � c o D HEAD (HELD) . o D 860884.28 w w (D in MIN PERIMETER BERM 0 0 0 0 LU LU LEGEND IL a z gz EXISTING SPOT ELEVATION U) 0 50 a 0 EXISTING UTILITY POLE U Z GOPHER o incSE 0 h FEET ) EX..OAK TO BE PI RESERVED LL 11 1 inch = 50 ft. Z w EX.PINE TO BE PRESERVED O j IL U �� z EX.PALM TO BE PRESERVED V♦ O w SURVEY NOTES: Z a a- EXISTING CONCRETE ELEVATIONS SHOWN HEREON ARE RELATIVE TO THE NORTH a AMERICAN VERTICAL DATUM OF 1988(N.A.V.D.88)AND ARE IL �/ Z GIVEN IN U.S.SURVEY FEET UNLESS OTHERWISE NOTED. x O U N.G.V.D29=N.A.V.D.88+ 1.5 W C a EXISTING ASPHALT ♦^ U co Lu STORM SEWER INLET TABLE Uj a) ° 0 0 0 PROPOSED E } 0 0 0 TRUGRID W/ROCK IL J BOT TOP BOTTOM li Z ° Structure Name NORTHING EASTING RIM IN INV: OUT INV: O M ❑ TYPE TYPE ELEV. PROPOSED Z o N STABILIZED PERVIOUS o w CB-1 Type C USF 4155 6209 1144625.22 861061.03' 17.50 15.50(S) 14.50 r z a O U) CB-2 Type C USF 4155 6209 1144498.12 861348.61' 17.50 15.50(E) 15.50(W) 14.50 IL LU Ld o ° CB-3 Type C USF 4155 6209 1144498.28 861300.69' 17.50 15.50(E) 15.50(W) 14.50 O U N IL U) CB-4 Type C USF 4155 6209 1144498.31 861252.59' 17.50 15.50(E) 15.50(W) 14.50 J EL 0 IL a z CB-5 Type C USF 4155 6209 1144498.52 861204.63' 17.50 15.50(E) 15.50(W) 14.50 NOTE TO CONTRACTOR: Cl) CB-6 Type C USF 4155 6209 1144498.73 861156.66' 17.50 15.50(E) 15.50(W) 14.50 1. IMPACTS TO EXISTING UNDERGROUND OR OVERHEAD UTILITIES TO BE COORDINATED WITH SERVICE PROVIDER 3 U) PRIOR TO CONSTRUCTION. 7 z CB-7 Type C USF 4155 6209 1144498.73 861108.53' 17.50 15.50(E) 15.50(W) 14.50 o Z 2. ALL PIPE ELEVATIONS SHALL BE FIELD VERIFIED BEFORE oN U) CB-8 5 TYPE E USF 6290 1144498.90 861060.53' 17.50 15.50(E) 15.50(W) 14.50 COMMENCEMENT. 02 ¢ 15.50(N) 3. CONTRACTOR TO REGRADE&SOD ALL DISTURBED AREAS. LU CB-9 Type C USF 4155 6209 1144347.57 861030.05' 17.50 15.50(N) 14.50 Uj DAVID C. BAGGETT, P.E.(DATE) CB-10 5 TYPE E USF 6290 1144498.77 861012.61' 17.50 15.50(S) 15.50(W) 14.50 #81375 z w w rn a CB-11 Type C USF 4155 6209 1144498.93 860964.61' 17.50 15.50(E) 15.50(W) 14.50IL I o, z CB-12 Type C USF 4155 6209 1144499.08 860916.61' 17.50 15.50(E) 15.50(W) 14.50 o CB-13 Type C USF 4155 6209 1144499.24 860868.61' 17.50 15.50(E) 15.50(W) 14.50 10250 SW VILLAGE PARKWAY-SUITE 201 o ❑ PORT SAINT LUCIE, FL 34987 p z CB-14 Type C USF 4155 6209 1144499.39 860820.62' 17.50 15.50(E) 15.50(W) 14.50 '772-462-2455 a CB-15 Type C USF 4155 6209 1144499.30 860772.61' 17.50 15.50(E) 15.50(W) 14.50 w Q U o CB-16 Type C USF 4155 6209 1144499.46 860724.61' 17.50 15.50(E) 15.50(W) 14.50 z U Cr LU CB-17 Type C USF 4155 6209 1144499.85 860676.62' 17.50 15.50(E) 15.50(W) 14.50 19-319 z CB-18 Type C USF 4155 6209 1144499.77 860628.62' 17.50 15.50(E) 15.50(W) 14.50 LU o = CB-20 Type C USF 4155 6209 1144533.05 860536.35' 19.50 15.50(E) 15.50(W) 14.50 N Q o MES-1 --- --- 1144497.89 861376.61' --- 16.00(W) --- x w 2 ___ 1144570.23 860431.82' ___ 15.50(E) 5 OF 12 0 N LU Q U O V/ rrE. ❑ rn U) r[ _ a� ~ 0 N V Lu w N EX. 15 CMP INV(W): 19.14 0 50 IL ` FT-PIERCE FARMS PATER CONTROL DISTRICT INV(E): 19.13 EX. 15 CMP CANAL NO. 26IL ( IN FEET ) ENGINEERS 0 SURVEYORS EXISTING (ersanarw» SOUTH RIGHT OF WAY LINE CANAL NO. 26 EX.SECTION LINE ENVIRONMENTAL FOUND 4"X 4"CM _ 1 inch = 50 ft. UNNUMBERED APPROX.LOCATION NORTH RIGHT OF WAY LINE ST LUCIE BLVD. 7 - v FOUND 3"DIAMETER EX. 12"WATER MAIN EX. R/W LINE 10250 VILLAGE PARKWAY Z - - T - - - - - - - o - -� - - - - - - IL - - - - SUITE 201 ci (0.57'E&0.20'N) ----- ------------------------------------------------: old 1. m I r PORT ST. LUCIE, FL 34987 w Q ST. LUCIE BOULEVARD o o O - - - (AIRPORT ROAD/ R I - - - - f- I� -x I-x - - - - - - 772-462-2455 (80'RIGHT OF WAY) p Ro d o RELOCATE -+--I--_-- � �3URVSYAIItPORTRQ�p ��"-_------_--------------------x;,- ;,------ " --- --: : �www.edc-inc.com LEGEND m EX.CONTROL OT ROW MAP SECTION NO 9460-1�0�`20?5 - - - - - - - - - - - - g STRUCTURE I ti°� ti\ (ROAD NO.5-608) °A ^ EX.AT&T JUNCTION BOX z'g2 EXISTING SPOT ELEVATION IL (NOW COUNTY ROAD) ti^_ ^o^ o x a x - -__ --- - ---- - ------ --- --- ------- -� -- - - -- -- ° -- ------ 4- -off - 161.1 F.B.P.E.CERTIFICATE OF AUTHORIZATION 9935 FM----- FM--ti° FM- -_ - FM-- ---^ FM-----------FM-----------FM-----------FM--- FM--------- --FM FM ^ - �" �" ate- sus_ �_- " " 19.ao- PROPOSED GRADES :EX. L.B.CERTIFICATE OF AUTHORIZATION 8098 = R/W gy2SET5/8"IRC Construct 30 LF ' EX.WATER METER o 20'DEDICATION TO SAINT LUCIE COUNTY m15"CMP 51.69% 79 &BFPV � - - (OR 1653 PG 714,OR 1693 PG 89) - - - - EX. 10"B.F.P. LN@ y > � N89°48'11"W 667.08 1(TIE TO EX. 15"CMP W/ 4 "- _ (LB8098)CONCRETE COLLAR) 0 ° �E -- ; o EX.TOB R/W LINE 26.55 PROPOSED GRADES a MIN PERIMETER BERM 20.25 NAVD ^ ti 6 !� p9 ryp I EX.2-1"B.F.P.'S WITH METERS N �� PROPOSED FLOW ARROW � = X I I I ^ z (CONTRACTOR TO GRADE ^ ^a ^a I I Zo9 2p 13 V -EX. MOUND " " 0 TO MATCH EXISTING ^ ^ ae�ti 00 I �L - 10'EASEMENT ® EXISTING UTILITY POLE } 20.25- p 1958 0 ^ �- -- - w o m d w H w N p, �9a l9So X^ yo o. M 20.25 OR BOOK 1557, PAGE 1228 co w z ¢ O -1 ... z 1 I GOPHER TORTOISE O z o z _ ¢ a 0 w 0 (4:1 MAX SLOPE) w I €= I I - m. o a x No'* J) I I ( - ) o 01 Q c9 s w } cn O ¢ o° SEE SECTION C-C PROPOSED 30' 21.34 2;1 �637,. M.E.21.34 z II 0 6 y I ON SHEET 8 OF 11 o w o f ¢ o I t;' o° ROW DEDICATION 21.13 EX.TOE OF BANK I a LOCATION OF RELOCATED MODIFIED I o° oy I I _- - e a MIN PERIMETER BERM 20.25 NAVD o M.E.21.34 i< r- x II o EXISTING I rn O EX.CONTROL STRUCTURE PER € I -- �c� �� -- I __ I : EX.OAK TO BE PRESERVED 0 20.0> I (CONTRACTOR TO GRADE a �� " AT&T RISER "' ¢ DETAIL ON SHEET 8 OF 11 I I ya o \ / \\ ` e I TO MATCH EXISTING) 0C: 1 1 " I I EX.PINE TO BE PRESERVED EX. 18CMP ___ ^ - * titi ti° (4:1 MAX SLOPE) 20.90 I M E.21.05 `� J/ III II I EX.2"FORCE MAIN z I I - do x^°. INV(E): 1 .11 EX.PALM TO BE PRESERVED O III INV(E): 19.11 I L - --- - --- - --- - --- - - a -- Q INSTALL WHEEL STOPS(TYP) o II I z Q I III -- ry I INSTALL STRIPING TO MATCH 7%C19 0.7%Q�� M.E.20.71 - - - - - IN o li o I Q o I y^ I I o ----I---- EX. PARKING STALL STRIPING 0 20.71 E i ; II I EX.WOOD SIGN El 0 EXISTING CONCRETE ^' ^9��^ I Oa E I I J ¢ ^ 1 �11x^O. ----I---- x^O. EE 0 I I m H ^g-af1919 a EC90-J -- II I EXISTING EXISTING ASPHALT w ¢ --- ----I---- EX. INV. EL=16.57 21.02 o II I -- i I w a € ____ ___ I EAST PROPERTY LINE O z �ry I STORAGE AREA#1 t r I O 0 III 9a I I �t PREVIOUSLY PERMITTED Q -, M.E.21.02 J I- p w F O y o° yo�^ �^ °^ BUILDING HEIGHT:19' 21.46 @3 a ---- (�� m o o 0 o a o w = EX.8"WATER MAIN I - e o o e' € `- ^9 ^o do / o �`b'°y �� ti x^ 6,250SF E3 �I I - -�q x ■ PROPOSED o ¢ X X o E; ) T EXISTING o 0 o TRUGRID W/ROCK � 1 IE-__ _xti EX.CONCRETE z o WATER LINE Q (0 w O z II I I ^ FLUME 21.46 I < H a 0 I�- +--- * o M.E.19.43 c9 z w I _- ___ ti° r* DMH-1 I o z EX. tl5"CMP ^°h ^°� Q - a° uJ a�9Q °P M.E.ME21.46 ® I I-- - - -- - - -- - - -- - - -- , ¢ w L O a° °^ C NI ❑ PROPOSED z 0 IlJ > Lo Oo I - I e6 titi ^ o �E- - - - - a a - M.E.21.46 ® m - e - - ^ a x^ X f STABILIZED PERVIOUS N 2E w > 6'CHAIN LINK FENCE WITH -I� - _ @ �. 6 ^� - ' EXISTING I �7 J O w _ BARBED WIRE �-- °ti �-- 6 ti I- - I-15'CMP I METAL SIGN IL - III ----1---- ^ y 90 M.E.17.46 P-21 y ~ I�I I ( I„ i es oo S G I Q O o a to w ? U ^9 m a MES-3 21.70 I I w I I w w O EX.OVERHEAD UTILITY I II °° ____I---- 1y M.E. by ° o a4 �o 21.20 _I o z O C0 z w y II ^o_ o X^ ^° a �o a a�," a M.E. d I I I I I r I I EXISTING I F- r o a Q o z o ^6. ddEF ^°� % _ Q X °. X ■ ■ a g a a M.E. -_ _ /� i o J. I INV EL=17.48 I 0 o a � w w � ----I---- " 9'PXry9X ^9yaX a1 : : : T -- --- �1 x -6 6 L - --- - --- - - - - - - - - - J w (D IL Ir a z 0 > z _ I �----�--�-- -x-�--- I m , I "I SURVEY NOTES: o o a o a Ir 9 a 1 ~ -------- M.E.20.23 M.E.19.91 T CHAIN LINK FENCE I I I I w w w w 0 a � w CONNECT TO EX.2"WATER SERVICE z M.E.20.42 ^ M.E.20.25 ELECTRIC PULL BOX TYP I I EXISTING O INSTALL 2"TEE AND GATE VALVE I o o' ^ y M.E.20.39 ( ) WITH BARBED WIRE ; g LESS AND EXCEPT a w ________ yy ° I °j e ti I I 11 I INV EL=17.31 PARCELA n 5 5 5 w w 0' y o ° y o m n I ELEVATIONS SHOWN HEREON ARE RELATIVE TO THE NORTH > w w > 0 < O a o ti o 0 0 o r I I I (OCCUPIED) w w w w 0 ¢ Ii 'K^p¢ X^9 X^9 ^p Cep° �° I O°�o u x x x o x (61 x I■ I I wI PARCEL ID:1431-111-0020-000-4 AMERICAN VERTICAL DATUM OF 1988(N.A.V.D.88)AND ARE a a ¢ ? a- ti EX.FIRE LINE I EX.WATER SRVICE II I I� GIVEN IN U.S.SURVEY FEET UNLESS OTHERWISE NOTED. 2"WATER SERVICE TO BE DEFLECTED u `'' o ; I r " N.G.V.D29=N.A.V.D.88+ 1.5 0 0 0 0 0 0 EX.FDC BOLLARD(TYP) I II o 0 0 0 0 o w � UNDER EXISTING 12"WATER MAIN � L�_ M.E.20.30 _ I � �� M.E.21.69 I I I I w MIN 12"SEPARATION I c�_ _____ I 21.25 I= NOTE TO CONTRACTOR: O 2 ( ) J I Ire I � X I I � I EXISTING N N N N N N w I a 21 2525 l y0 �,� 21�'25 yy�y ^6 0 o I o I o r \ I I M CONCRETE FLUME CON 0 0 0 w - I I - - -----• X p 22.00 Xlo 22.00 1f(0. Iw 22.00 L "x is X I� I I x I 1. IMPACTS TO EXISTING UNDERGROUND OR OVERHEAD UTILITIES TO BE o 0 0 0 0 0 a INSTALL 925 LF 2"PE II --- -_ I"- o o `LL o o �Cti ti 5% o 30.0 I " " r _ 5/0 5/0 5/0 5/0 5/o L- L J= _--_ -J- COORDINATED WITH SERVICE PROVIDER PRIOR TO CONSTRUCTION. o WATER SERVICE TO BE PLACED MIN 3' I o o xti I Io1 ,- _ i I EX.2"FORCE MAIN w I o o a ti' e - �_-i I I I I 2. ALL PIPE ELEVATIONS SHALL BE FIELD VERIFIED BEFORE COMMENCEMENT. FROM EXISTING 8"WATER MAIN I o l r a Q (MIN 36"COVER) I I I "o CaJ " o (P) o I}- I 10'EASEMENT 3. CONTRACTOR TO REGRADE&SOD ALL DISTURBED AREAS. w 2 - -• I w N o cn w N o cn 0 o N o cn I I I I I Im I m (OR BOOK 1557,PAGE 1228) 4. THE LOCATION OF ALL EXISTING UTILITIES ARE SHOWN TO THE EXTENT a °�N � � WSW � � w w w 11 _ ) o- o� �� THAT COULD BE DISCERNED ON AS BUILT DRAWINGS AND/OR HISTORIC ¢wa " w w I : I I 2 STORY CBS I I ¢ o F Ii < IL- J x O a 3.7%3.7% c,w v 3.7%3.7% uf�LL 3.7%3.7%I U I I � I I � I I�--- M CONSTRUCTION PLANS FOR THE FACILITY.THE CONTRACTOR SHALL BE Q L--- - I" ¢� ¢ w 0 ro U U I I BUILDING I� Q X� w a¢ a O z C7 z O z b li m RESPONSIBLE FOR CONFIRMING THE ACTUAL LOCATION OF EXISTING .� o 0�_~-o o o�_~-o z O z_ z_ FFE=21.93' I II" " is = M.E.20.25 0 r 0 0 I 0 0}a= o�_ O O I I c' ■ N _ N N CV Ni C7 �i I ~ U I I U I I U I �gI �I to UNDERGROUND UTILITIES.ANY DISCREPANCIES SHALL BE REPORTED TO W ^ y O� y ry N C7 N N p w N N U w N LO Q Cn 0 Cn 0 rr 11 _ g 9 �, II a w w a a O 0= X w X x w I I I THE OWNER AND ENGINEER OF RECORD IMMEDIATELY. r^ Q �cb�X^9 X^9 ry ti° X b 34° w 21.45 w c9 a 21.45 wit 1 21.45 ^w ^wI w w 16 I V J >z >z w z N. ti wl w w x I I EXISTING LL O I I --- f� - 0 o 0 o a o X p I I 0 I I p10. I LL I WATER METER Z Q U U I II I w I Ir--- a;b oy ti� n @ -, o m 4 @ m (� ' U I 11 m o EXISTINGR VALVES Z __ ^9 yo tio' a a o cn a a � a I I I I I I I 1 STORY CBS I I STORM SEWER INLET TABLE O I - X x X I 0 4 0 o J I LIFT STATION 0 } ao a a o a o I I BUILDING I TOP EL=21.82' Z ¢ / l'..J OHO '9 '99 O I h- ^�a ^`�� ^�o I o I ,,^e`� I ^9^ FFE=21.93' w ry I ^-)*,z I Xk z2.0o 22.00 22.0o x� �JC ti 71E -'1C ti g^7E-= �,�1C I I o I I EXISTING BOT TOP BOTTOM Z Q o yo �` I I 21 90 M.E.21.93 ti^' ^� 9 N. LIFT STATION CONTROL PANEL Structure Name NORTHING EASTING RIM IN INV: OUT INV: 0 otil I I -- -- - TYPE TYPE ELEV. Q a a a 21.60 a° o� as yo ay � ., 7 INSTALL ^ x^ xti°' ,yo 21.90 21.81 ^ xti^ x�^ x y^ x`�^ I ti' 16$ MN1•-6--------- I a a ^ I y xti J r1� ,�^. I" EXISTING CB-19 Type C USF 4155 6209 1145434.81 860813.03' 20.45 17.45(S) 16.45 M.E.20.00 as 21.85 21.81 21.90 21.81 X Ix2 ° c� NEW SITE LIGHTS I y^ a a9 ax I I I 2� X m a° m I �k ELECTRIC METER X ^ 01 q,`� 2 `L^ 9 lb y 2193 `L^ O a x �° 214g} ^� z1.79 I y � `x ti o 1 DMH-1 4'DIA MANHOLE 1145338.61 860817.52' 21.20 17.45(N) 17.45(W) 16.45 Z LL c w ° IL X x �lEti Xn. ry ti ° -�^0 - �X ^ ;,r x EXISTING FPL -- " --- 20.00 -r J cn I° 260.0 �2j>e ^ti x �222 2� I TRANSFORMER PAD k EX.TOB I 22.03 ti ti 2 STORY o, a> IL w I I 19.80 OFFICE -�-}--- I MES-3 --- --- 1145339.73 860761.77' --- 17.45(E) a � by FFE=21.85' [ Ly V♦ E I EX. FDC ^ "�^• ^/ 9 Ow I I I I 21.85 >- EX. BOTTOM 58 2 4 a < z o 3.5%I 2 x y^° o ^6� x^6. ^ 6 I I EX.SANITARY PIPE PIPE TABLE IL X o I I I V o C ^°y ^ya EX.WATER LINE ' o o INSTALL STRIPED ti I Pipe Name Size Length Slope Material Q \ Q No z O o p of I I STACKING AREA W/ I LLA 5 Z fO �d o I (12)12x53 LOADING I j P-20 18" 96 0.00% RCP / W c:1 "� I I I ZONE SPACES O >, w a o Q N I I P-21 14x23 56 0.00% Elliptial RCP 4 a� I a 0 0 LU GRADE TO MATCHpm X a I 1 EX. BOTTOM ° ? GRADE TO MATCH o I PROPOSED BUILDING EXPANSION o EX. FORCE MAIN No Q EX.TOB I I 21.85 51,200 GSF o Q BUILDING HEIGHT:±26' M a, ? Q7 INSTALL I DETENTION 58' I 4 FFE=22.03' w AREA 3.5% I @ °° EXISTING DAVID C. BAGGETT, P.E.(DATE) w I STABILIZED PERVIOUS AREA(TYP) COVERED CONCRETE I #81375 0 I ti FFE:22.03 I I i w I PER DETAIL ON SHEET 8 X IL ^ti w M I Q I EX.CONCRETE FLUME w L LO I 6 a N I 1 o z STRIPING FOR SEMI-TRUCKS I ^>° N FOR VISUAL PURPOSES ONLY I I ^y o^ XtiIL 3 o o 3: z X�p I 10250 SW VILLAGE PARKWAY-SUITE 201 z I RELOCATE ^ae yy PORT SAINT LUCIE, FL 34987 Q ¢ ti ^ 772-462-2455 EX. FIRE HYDRANT X Xti o v H o 0 I o w rn INSTALL 90'BEND AND w (3)12x55 LOADING ZONE Q z INSTALL N I w . XTEND 6"WATER MAIN 58 LF I j SPACES(NOT STRIPED) z O NEW SITE LIGHTS o O W/REQUIRED FITTINGS Cr = Q7 INSTALL I INSTALL RELOCATED z NEW SITE LIGHTS---, m FIRE HYDRANT ASSEMBLY Iry1 LESSPARCEL B AND EXCEPT 19-319 ��. OCCUPIED a � I ~ 58' 2 ° 22.03 10 1° ^� 1 I I w�rnlo PARCEL ID:1431-111-0020 000 4 c w ^¢ x^ o �7- ^ a 1 Lj Q- 0 -x y x^91 y loa � w I , qy 21.85 x I I I x tom X ^^ - - 6 OF 120 ~ v SEE SECTION D-D INSTALL (7)12x55 LOADING ZONE MATCH LINE SEE SHEET 7 Q O ON SHEET 8 OF 11 6"WHITE STRIPE 0 SPACES(NOT STRIPED) rn U) M = a, ~ 0 N V w w N STRIPING FOR SEMI-TRUCKS FOR VISUAL PURPOSES ONLY MATCH LINE SEE SHEET 6 STABILIZED PERVIOUS AREA(TYP) I Xti^° I �� PER DETAIL ON SHEET 8 9 AREA TO NOT BE IL �\ ^rye I� TOP OF BANK CLEARED.AREA TO BE I 0.3% MIN PERIMETER BERM 20.25 NAVD REGARDED PER FINAL 6 �-�- X PARCEL ID:1431-112-0001-000-8 @ 192' I I TOE OF SLOPE (CONTRACTOR TO GRADE CONSTRUCTION PLANS. I ENGINEERS 0 SURVEYORS DETENTION El I FND.5/8"IRC TO MATCH EXISTING) oLn o AREA I TOE:19.70 jo�� (LB8098) ( ) x FND.5/8"IRC I 5 ENVIRONMENTAL o I n o a TOB: 98) 4:1 MAX SLOPE ^ SEE SECTION B-B xti II I TOE:18.50 DRAINAGE I 10250 VILLAGE PARKWAY � o°j I I ON SHEET 8 OF 11 LB8098 w m I I SUITE 201 z t o o ;; INSTALL I TOE:18.50IL 06 o AREA'O' �j ° 6"WHITE STRIPE I o� 7 TOE:20.08 TOB:19.50 21417 21420 a o _ N I ~ M.E. CONTRACTOR TO I „�ti^ �,^_ I� �^ PORT ST. LUCIE FL 34987 II y TOE:0.00 y^ o e� L 20 75 INSTALL TRUEGRID(TYP)PER RELOCATE EX.GRINDER. 20 25 TOE:18.75 TOB:19.50 S89°48'11" 637.06 1269 ^ ^ r O IL c. 5 a ^g. °� �5 M.E.20.12 CB-1 1 x ti oa 6 ti o DETAILS ON SHEET 8 CONNECT 2"FORCE MAIN I z 1279 X 772-462-2455 } ^o. tia ^ x x ti RELOCATE ° 1243 -�www.edc-inc.com X ^o. x TO EX. FORCE MAIN co` O � x ao 6 o EX. FUEL PAD �� m M.E. I o a a � qw g I 20.46 o x� X ao x�o M.E.20.17 F TOE:18.50 l:. o 1 71 INSTALL 24"x24"WIDE �-`- °? STABILIZED PERVIOUS AREA(TYP) I TOB:19.50 m 19.50 �O °' � `ti I 19.90 � .. ❑O 12"DEEP SUMP PER DETAIL ON SHEET 8 19.80 p I F.B.P.E.CERTIFICATE OF AUTHORIZATION 9935 T W/y"-2"GRAVEL BOTTOMI X'61. 19.90 w ~ 1187 L.B.CERTIFICATE OF AUTHORIZATION 8098 m �I 20.00 20.07 I I I 19.90 O GT1 II I I I I o 3 I 19.86 19.86 19.86 19.86 19.86 19.86 ~ INSTALL INSTALL °y L GRIN o ° o ° o °` ° ° o 0 1204 TOE:20.25 = GORE STRIPING INSTALL 625 LF M.E. M.E. M.E. M.E. `r °�°- � `� � 1184 GRINDER 7 o 0 0 0 ❑ o a 0 o 0 0 $1212 I O o z STATION I MES-2 2"FORCE MAIN 6�.69 �AA 19.77 19.76 ^off 19.82 ^o° M.E.19.69 o6 `� '^ a � � o 0 1201 90 E---- ----- ---- O ° o ] O o o Woo PER DETAILS -0-- ----- -- --- --- - -- Xti I o 0 0 0 o o ❑ ?�n a 211s9 til m } z 23^ 1.76 0 o I o 0 0 0 0 o °` O� yo �o' ^ ^. y- = m o) F o U RIM:22.00 'n o 0 0 0 0 �? �? � X `l. `L ❑ - w cvo � � ❑ o � � o, o ^6 x x A > c mw z � ¢ _ � O � � W ❑ a- ------- - --- _ rn 188----- w w 'iu o o' i w ai is is o ° ° ° ❑ ❑ ° o II ❑ I o o ° < C } ¢ } I I : _ + I oo I � � � � o.� o �pu o miu ' mw I- 'oo 11 2 MI O ❑ C7 ¢ J °u ¢ v1 °n N ❑ m INSTALL 925 LF '""W �� ` C L� c� a ❑ n o 0 2. PE I CB-20 W " 3 E ' v I a CB 8 O O °o� O Ord ~ ~ 1183 0_ O ❑ c (� 20.14 o n p o ° o cao c� 00 mF o HH i o l p O o o °° 19.65 O O �� N F w ❑ w ¢ WATER 19.80 W ° I CB-11 19.65 °xr' ~ ~ 19.65 ~ 19.65 ff'11 3 �ii = m d 21.00 22 -•- •- O O o o ° O o MES 1 oLo U rn B-1 0 0 0 °❑ SERVICE TO BE -�.-;:-,x � x c%� 1/0 1/o � ° o ° o o ° o 20.95 ;.... I C 0 ..... .-........ .... 1/0 1/0 1/0 1/0 1/0 1/o ro 1190 �� I M PLACED MIN 3 21.00 :c:- - - ° ° - - -- .:::::::::::: .......�................... ::::........... - �'...1.... ... ¢ n I CY° - ........ .......' - ..... ....;.......... .......... DETENTION AREA - O rn ❑ FROM EXISTING N I I °P-183 ° P-17 ° ' 'P-16 P-15 I P-14 ° °P-13'�' P-12 I P-11 P-9 iv P-8 P-7 _. ...P 6..... P-5� P-4 P-3 P-2� w ¢ 8"WATER MAIN _ 21.00 o 20.25 82 0 (MIN 2132 00 19.65 00 00 00 00 00 00 0 �/ o - I I o o� -'" oo m ° 11 0 U N CB-14 R' I I oo r I j ° INSTALL 24"x24"WIDE o 21.32 3 °_ ° I 19.65 0 0 f o # o 12"DEEP SUMP z CB-2 TOB:19.50 Y cn cn cn cn cn cn cn cn cn cn cn cn rn o; o 0 0 o 0 0 0 Lq rn o C7 21.32 INSTALL 73 LF INSTALL±475 LF ° o 0 0 N �� o 0 0 ` o o n n l o o �? a; A om ui A I w � w z¢ ° o r; 10 �b° ° 1% 1% o o o o a o o a o 0 of 1% 1° a 1% 1% L" x 19.65 ❑' °� o r; r.- of ° O 2 "° w a N 6"SDR-26@1/0 12"PVC HEADER PIPE o /o � � 1/0 1/0 � � 1/0 1/0 � � 11/0 1/0 � � ,_ � �I ° 7 ) 6 _ _ W/y"-2"GRAVEL BOTTOM T5 INSTALL HANDICAP INSTALL C/O �- C0 " e6 ii m o w m w m o ti' m ii m ii co ii m ii m ii m ii m .. o o w m o ^ v� a O TO CONNECT TO CB-18 0 o v oo�O O o ° O O ❑ O O O O O O O O O O ~-m w X^ o i m O O C' SITE BENCHMARK > = PARKING STALL (5'OFF BUILDING) 21.80 0 I .0 O° i; O o is O O ° w p 66 o O oI ° o of'0-` o � � o SEE SECTION A-A I w d ❑ cD PER DETAIL(TYP) X o oM I 19.65O ~ ~ ~ ~° o �i ON SHEET 8 OF 11 NAIL&TIN TAB O J 0 0 0 0 0 ❑ ❑ o 0 0 - ❑ ° w ¢ �. n n n�a n., 0 19.65 19.65 19.65 0 0 19.65 �r a ti ^. ,2200 ;m o 0 0 �0 0 o I oo o o ❑�° 19.65 E° o o I o o 0 0 0 0 0 0 I o Xti^ ^. �h ELEV.=21.6T J�I'I j n oo n � r;oi E I 19.86 L X N ¢ m z INSTALL x �1 e 20.00 Q _ _ ai I u? n ' ' ;a °�❑ o uE �� 3 w w 6 6 oo.�O.aa ^ ° Oi O ] G G [ ° ° 1 7 ° O G G G C II W - I L ❑ < TRUE-1- x^ X^° o Oo"`v ui m o 3 o o o , o ' w mom❑ o ui m o o � I � 7 ° 7 �p TOE:16.50 w 0 ¢ (TYP)PER �o°� w p o is m w • w 1 0 0❑ o o �o o� �� m o_o �m o o °� :m ui JO w > ¢ ^0 0 0 � � 0 001 0 0 °° 0 00 °°x o HH FF o _� 1- -` O DETAILS ON oo o o COVERED #3 0 0 0 I o EE° °m° 19.86 19.86 19.86 19.86 w° r� �� ~ J F F F o o ) °I o 0 0 0 v 19.86 TOB:19.50 0 a ❑ w z LE) o o X^ o 0 0°� 0 0 o n a3 0 0 0 ❑ o E'�R DRAINAGE o EX.TOB = W u� SHEET 8 e r CL � 19.86 DRAINAGE DRAINAGE DRAINAGE DRAINAGE 20.25 20.25 O w o z N I c6 N N 5,140 GSF N �� - � o o o� ^ o I DRAINAGE E3 AREA'J' 20.25 I m 0 ❑ w m 00 : ° r ,° � AREA T @a AREA'K' AREAL' AREA'M' AREA'N' MINIMUM PERIMETER 1031 U` O o ¢ 2 ii O BUILDING HEIGHT:34' ° ° m m; ❑ ° n i. m�, ? u i 1050 z F ❑ c� � g O I ° @: ° �' BERM TO BE 20.25 NAVD F F FFE=22.00'NAVD 19.86 19.86 19.86, 19.86 [3 �t W cn° < m w O 19.86 19.86 � 19.86 19.86 tt F EX.TOE cn w Cl) ¢ U n a U Z DRAINAGE DRAINAGE DRAINAGE DRAINAGE 3^ DRAINAGE 20.25 20.25 20.25 DRAINAGE 1046 = x w w Of w ❑ z ^ AREA'C' A E A E ^ I AREA'H' 20.25 €1 9 � w O ❑ > W 22.00 e AREA'B' a X a DRAINAGE E: 2 2025 AREA'P' U m O z W o U 20.00 9.95 X^ AREA' - u010 1060 1047 O0 0� N � g w > O 21.80 X 1y 19.95 19.95 19.95 19.95 AREA'G' � =s 21084 21058 DRAINAGE .6 ¢ O w ❑ �`L O- a ^ Sv' S g _,ad@ 21 c N m ❑ Z pp W Z m ^e x 21.80 21.00 8 $ °0 8 vg v9A o �21086 17077 lei 9 AREA'O' z a ¢ ¢ w } = 21.00 18.64 92 TOB:21.501 9. ^A g Tm (9 Y�C N i 1065 1057 1.44 AC. �c 0 ¢ p F a ~ ° 1� 20.00 20.00 20.00 q. TOB:20.00 fl S a o �0 , e m 3 ^�. ^ TOE:18.00 TOE:18.00,:' do 5 uJj ¢ m Z) U 19.00 2 0 20.00 20.00 1 21087 3 zLLJ _„ 1064 UPLAND PRESERVE X , (,T2 z w w 21061 T4 X ^ IL w o ° 2�19 20.25 a TOE:18.25 ° 21079 b 1 1044 �^ z w m O O z 19 45 5 ti ^. p 3 o U 55 20.25 _ _ o� _ ^ 20.25, _ g �:L- X _ _ xti^ 21045� - v�q �- 61 x ^ F > O W ¢ ^ ^ o N89°48'04"W 637.06 ^ zo. ti 2 a w F o TOE:20.73 ^� c9 w > ❑ m a U z ^g. c. rn ^0 TOE:1 5 21.0o a`� N89°48'0 "W 667.06 x 20.00 - - - ° ¢ � � X X X 20.0o X xti .6 X X X X X X X X X Y a o ° W W ^ TOB:21.00 X -x X X X X X X y W ❑ ❑ °� z z w T06:21.00 0 4 of o? ¢ ¢ > O ^ INSTALL STRIPING TO MATCH FND 5/8"IRC a_ a = CO a a w o FOUND 5/8"IR&C 3.9IL Of TOE:19.50 EX.PARKING STALL STRIPING INSTALL PARKING (LB8098) EX.4'BARBED o w m w w ❑w w ¢ a STAMPED LB 6674 ❑ c � O STALL STRIPING(TYP) FOUND 5/8" n uO¢ m m m w w (0.11'E&1.09'N) EX.4'BARBED WIRE FENCE WIRE FENCE > >w > 5 5 ❑ O a MIN PERIMETER BERM 20.25 NAVD IRON ROD w w of w w w ❑ ¢ w FOUND 4"x4"CM MIN PERIMETER BERM 20.25 NAVD � � ¢ Of Of Of a � ? UNNUMBERED (CONTRACTOR TO GRADE S 0.02' ❑ CONTRACTOR TO GRADE _ Q z HELD TO MATCH EXISTING) ( MIN PERIMETER BERM 20.25 NAVD W 0.60' ¢ ( ) TO MATCH EXISTING (4:1 MAX SLOPE) ) EXISTING (CONTRACTOR TO GRADE FOUND 5/8" IL wo (4:1 MAX SLOPE) TO MATCH EXISTING o N N o 0 0 0 w W SITE BENCHMARK ) W IRON ROD ELEV.=21.56' (4:1 MAX SLOPE) IRON ROD IN BOX CUT r N N o (HELD) . M o, N o 0 w c o o cfl cn cn cn o 0 0 0 0 LEGEND W a z gz EXISTING SPOT ELEVATION w a 0 50 -19.8o- PROPOSED GRADESIL Q U 26.55 PROPOSED GRADES /W R V ( IN FEET ) J O �J PROPOSED FLOW ARROW Q LL 1 inch = ft. Z Z ® EXISTING UTILITY POLE O Z J U COZ e GOPHER TORTOISE CO Z SURVEY NOTES: Z Q W �`^� Q IL O f } EX.OAK TO BE PRESERVED j ELEVATIONS SHOWN HEREON ARE RELATIVE TO THE NORTH `w" a a a_ AMERICAN VERTICAL DATUM OF 1988(N.A.V.D.88)AND ARE EX.PINE TO BE PRESERVED �/ c LL GIVEN IN U.S.SURVEY FEET UNLESS OTHERWISE NOTED. X Z >- u w N.G.V.D29=N.A.V.D.88+ 1.5 EX.PALM TO BE PRESERVED W o W W Cn Q J EXISTING CONCRETE ° STORM SEWER INLET TABLE ~ a J M N O o ❑ BOT TOP BOTTOM EXISTING ASPHALT F .� o Structure Name NORTHING EASTING RIM IN INV: OUT INV: I Z C) TYPE TYPE 17.50 ELEV. PIPE TABLE Z 0 r\jZ CB-1 Type C USF 4155 6209 1144625.22 861061.03 15.50(S) 14.50 ° ° ° PROPOSED a V Q o 0 o TRUGRID W/ROCK > W 6 U CB-2 Type C USF 4155 6209 1144498.12 861348.61' 17.50 15.50(E) 15.50(W) 14.50 Pipe Name Size Length Slope Material V Q Y w CB-3 Type C USF 4155 6209 1144498.28 861300.69' 17.50 15.50(E) 15.50(W) 14.50 ° ^ - W P-1 14x23 126 0.00% Elliptial RCP PROPOSED wo STABILIZED PERVIOUS 0 CB-4 Type C USF 4155 6209 1144498.31 861252.59' 17.50 15.50(E) 15.50(W) 14.50 11 p-2 14x23 28 1.79% Elliptial RCP j z LU CB-5 Type C USF 4155 6209 1144498.52 861204.63' 17.50 15.50(E) 15.50(W) 14.50 P-3 14x23 48 0.00% Elliptial RCP NOTE TO CONTRACTOR: 3 W CB-6 Type C USF 4155 6209 1144498.73 861156.66' 17.50 15.50(E) 15.50(W) 14.50 ° 1. IMPACTS TO EXISTING UNDERGROUND OR OVERHEAD z P-4 14x23 48 0.00/o Elliptial RCP o Z UTILITIES TO BE COORDINATED WITH SERVICE PROVIDER No ¢ CB-7 Type C USF 4155 6209 1144498.73 861108.53' 17.50 15.50(E) 15.50(W) 14.50 P-5 5 14x23 48 0.00% Elliptial RCP PRIOR TO CONSTRUCTION. N 00 ¢ 5 15.50(E) 2. ALL PIPE ELEVATIONS SHALL BE FIELD VERIFIED BEFORE CB-8 TYPE E USF 6290 1144498.90 861060.53' 17.50 15.50 N 15.50(W) 14.50 P-6 14x23 48 0.00% Elliptial RCP COMMENCEMENT. w ( ) P-7 14x23 48 0.00% Elliptial RCP IE 3. CONTRACTOR TO REGRADE&SOD ALL DISTURBED AREAS. IL DAVID C. BAGGETT P.E. DATE E = CB-9 Type C USF 4155 6209 1144347.57 861030.05' 17.50 15.50(N) 14.50 4. THE LOCATION OF ALL EXISTING UTILITIES ARE SHOWN TO e ° o ° THE EXTENT THAT COULD BE DISCERNED ON AS-BUILT IE #81375 P-8 14x23 48 0.00% Elliptial RCP Z CB-10 5 TYPE E USF 6290 1144498.77 861012.61' 17.50 15.50(E) 15.50(W) 14.50 DRAWINGS AND/OR HISTORIC CONSTRUCTION PLANS FOR IL w w 15.50(S) P-9 14x23 48 0.00% Elliptial RCP THE FACILITY.THE CONTRACTOR SHALL BE RESPONSIBLE 6' a_ FOR CONFIRMING THE ACTUAL LOCATION OF EXISTING IL rn W CB-11 Type C USF 4155 6209 1144498.93 860964.61' 17.50 15.50(E) 15.50(W) 14.50 P-10 14x23 152 0,00% Elliptial RCP UNDERGROUND UTILITIES.ANY DISCREPANCIES SHALL BE ` o� z N REPORTED TO THE OWNER AND ENGINEER OF RECORD IL w CB-12 Type C USF 4155 6209 1144499.08 860916.61' 17.50 15.50(E) 15.50(W) 14.50 P-11 14x23 48 0,00% Elliptial RCP IMMEDIATELY. 10250 SW VILLAGE PARKWAY-SUITE 201 o a CB-13 Type C USF 4155 6209 1144499.24 860868.61' 17.50 15.50(E) 15.50(W) 14.50 P_12 14x23 48 0,00% Elliptial RCP PORT SAINT LUCIE, FL 34987 '772-462-2455 oa CB-14 Type C USF 4155 6209 1144499.39 860820.62' 17.50 15.50(E) 15.50(W) 14.50 P-13 14x23 48 0.00% Elliptial RCP w Q z CB-15 Type C USF 4155 6209 1144499.30 860772.61' 17.50 15.50(E) 15.50(W) 14.50 P-14 14x23 48 0.00% Elliptial RCP z U Cr = CB-16 Type C USF 4155 6209 1144499.46 860724.61' 17.50 15.50(E) 15.50(W) 14.50 P-15 14x23 48 0.00% Elliptial RCP z 19-319 CB-1 Type C USF 4155 6209 1144499.85 860676.62' 17.50 15.50(E) 15.50(W) 14.50 P-16 14x23 48 0.00% Elliptial RCP z � w CB-18 Type C USF 4155 6209 1144499.77 860628.62' 17.50 15.50(E) 15.50(W) 14.50 P-17 14x23 48 0.00% Elliptial RCP o x LU CB-20 Type C USF 4155 6209 1144533.05 860536.35' 19.50 15.50(E) 15.50(W) 14.50 P-18 14x23 48 0.00% Elliptial RCP Q O w MES-1 --- --- 1144497.89 861376.61' --- 16.00(W) --- P-22 14x23 98 0.00% Elliptial RCP 7 O F 12 0 '^ z F MES-2 --- - --_ (E) --- P-23 14x23 111 0.00% Elliptial RCP -- 1144570.23 860431.82' Q U O W ❑ rn m M = 0 N V Lu w N 3' 12' VARIES 12' 10, SECTION A-A SECTION B-B 10+00.00 TO 11+62.38 20+00.00 TO 20+31.75 SCALE: 1" = 5'V, 50'H SCALE: 1" = 5'V, 50'H 4' 2' 4' BERM EL:20.25 BERM 25.00 25.00 25.00 25.00 (GRADE TO M.E.E) TOB: 19.50 TOB: 19.50 --�EL: 19.80 4:1 MAX SLOPE) ENVIRONMENTAL EX.GRADE GRADE TO L GRADE TO - - ENGINEERS SURVEYORS MATCH EX. EX.GRADE MATCH EX. BERM �'� , _ BOTTOM: 16.50 _- I I=�I=I I II I I 1=1 I 1=, (4:1 MAX SLOPE (MAX 20.25 _ _ _ _ _ _ IL - - - - - - - - - - - - :1SLOPE) _ M.E.±19.25 ' -I - _ M.E.±19.25 ,�,�,� 4MAX - _ _ - 10250 VILLAGE PARKWAY U 4 MAX I- Z , �i 1 -III-I I �� _ - _ _ SUITE 201 20.00 20.00 20.00 20.00 =1I I- -_- I1=1I1=1I1-1I1-1I1=1I I- U 4 MAX 1 I1, ,III;, 4 MAX :III=III-III-III-I I I-1 I 1-I 11-I 11-I 11-1 11=1 11- PORT sT. LucIE, FL 34987 PERIMETER BERM PERIMETER BERM 20.25 NAVD -III-III-III-III-III-III-III-1 I - ' 772-462-2455 (� I M 11=1I1�111I1=1IMI1=I www.edc-inc.com BOTTOM DETENTION AREA 20.25 NAVD FINISHED GRADE DRAINAGE SECTION C-V AREA'Q' JIL 15.00 15.00 15.00 15.00 F.B.P.E.CERTIFICATE OF AUTHORIZATION 9935 oDRAINAGE FINISHED SECTION D-D L.B.CERTIFICATE OF AUTHORIZATION 8098 AREA'P' GRADE 6" GRAVEL ROCK W 2.5"TOTAL ASPHALT PAVEMENT m (NO. 57 STONE) 1.5" FDOT Type SP 12.5 (1st Lift) 1" FDOT Type SP 9.5 (2nd Lift) o CO95% Laboratory Marshall Density o Z 10.00 10.00 10.00 10.00 Q m m - W Z 0 CD o CY) (o � (o L N N N O 00 co LU Z ¢ m O -1 0 W ' O 10 CA O U Z J � CM Z 2 Q d Q �? �! 14"Stab. Subgrade 0 a W o a � a, N } N N N u7 N M (� Ct N O m r (� N C7 J W p Z 0 N (D ( N CD 00 N LL 8" LIMEROCK OR COQUINA BASE Min. LBR 40 Stabilized Grass Area o o o a °- LU Uu Lu Uu ui LU Li 98% Modified Proctor test o max. dry density, y " NOTES: 0) 0 1. Sod all disturbed areas. M Q LBR min of at least 100 8" LIMEROCK OR o, 0 0 C) o C)LO m o 04 COQUINA BASE 2. Contractor to water the grass area until turf grass is 100% + + + + + + + 12" min. STABILIZED SUB-BASE COURSE established prior to final acceptance. Z C) C) C:) O 98% Modified Proctor test max. dry density 98% Modified Proctor test 3. The subbase material to a depth of 14"should have a minimum Stabilized to an LBR of at least 40 max. dry density, Limerock Bearing Ration(LBR)value(FDOT FM 5-515)of 40 N LBR min of at least 100 and it should be compacted to at least 98%of its modified Proctor(ASTM D1557 or AASHTO-180)maximum dry density. GRAVEL ROCK SECTION 12"omin. STABILIZED SUB-BASE COURSE 4. Bahia sod shall be used for Stabilized Grass Area.See Sod a 98% Modified Proctor test max. dry density notes on Specifications Sheet 11. -L FaF IL Z Stabilized to an LBR of at least 40 LU IL � � 1 2 3 / 5 6 7 8 TYPICAL PAVEMENT SECTION STABILIZED GRASS AREA DETAIL o NOTES: z w 1. SUB-BASE DEPTH AND PREPARATION IS DEPENDENT ON SITE CONDITIONS PLUS LOADING REQUIREMENTS. g O w 2. TYPICAL SEEDING OR HYDROSEEDING METHODS FOR GRASS GROWTH ARE ACCEPTABLE WITH TRUEGRID. CO) A 3. SOD CAN BE LAID ON SOIL FILLED GRID FOR IMMEDIATE GRASS(TYPICAL FOR FIRE LANES) A Q Ln U W LU > 0 4. FOR HIGHER TRAFFIC INSTALLATIONS,RECESS SOIL LEVEL WITHIN TRUEGRID AND SEED OR o PRESS IN SOD SO THAT TOP OF GRID IS AT SOIL LEVEL. Q �� W Z 5. NO STAKING TYPICALLY NECESSARY WITH TRUEGRID PRO LITE WHEN SLOPE 20 DEGREES,ASSESS PROJECT AS NEEDED. a O -- QVIr�,1�W�rY1ey�/Oi Year\11��0 Atl IIR Wt lrMkre670pp J U) W 6. TRUEGRID PRO LITE IS ADA COMPLIANT WITH PROPER FILL MATERIAL. Q Of < U W C7 J 7. FINAL ENGINEERED CROSS SECTION AGGREGATES AND DEPTH SHOULD ALLOW FOR EXPECTED INFILTRATION RATES, o in 0 W STORAGE CAPACITIES,OUTLET FLOW RATES,AND OTHER SITE SPECIFIC CONDITIONS AND LOAD REQUIREMENTS. J a8.THIS CROSS SECTION IS FOR INFORMATION ONLY. TRUEGRID BLOCK REFERENCE VIEW o 0 2 PREASSEMBLED&DELIVERED Q Q IN 4'X 4'SHEET.RECONFIGURED TRUEGRID PRO LITE 24"X 24"X1.0" Q\Us DWD' 6 Q 1 AS NEEDED.NO EXTRA TOOLING 1 OR ACCESSORIES REQUIRED US PATENT NO.8,734,049 0 0 U N N ~ W SOIL RECESSED PROPRIETARY FEATURES: D 1/8"-1/4"FROM TRUEGRID PERMEABLE RASS N W PAVING SYSTEM (SEED OR SOD) ADJOINING FINISH GRADE TRUEGRID 1)X-ANCHORS(NO STAKING NEEDED) SURFACE FLUSH OR SLIGHTLY 2)3 POINT MALE/FEMALE LOCKING TABS o 0 TOP OF GRID o RECESSED SEE DRAWING 3)S-FLEX JOINTS(BUILT IN EXPANSION JOINTS FOR SOIL 24.0" QTG-EDGE-OPTS FOR EDGING OPTIONS MOVEMENT AND SEASONAL CHANGES) a 4)HOOP STRENGTH DESIGN a LO' �I - // /// OTHER:100 �3.25"TYP %POST-CONSUMER RECYCLED HDPE. O O Q U j 2)DELIVERED PREASSEMBLED 4'X 4'SHEETS O O O W THAT CAN BE RECONFIGURED,AS NEEDED. IL C // / C 0 IL LL / Z Z_ 24.0" IL v ✓/ /// a\ \iauEaa h O J I FOR PRICING OR ORDERING: CALL 1-855-355-GRID (4743). IN STOCK. FACTORY DIRE / jIL Z CO w I /// O O 0.250"TYP Z 07 l WALL THICKNESS IL v 0.295" 'p� LL APPLICATION EXAMPLES: GRASS FILL-LIGHT LOAD 1-855-355-GRID(4743) a"/PROJECT .115" W Z U TYP WALL W PEDESTRIAN/RESIDENTIAL PATHWAYS ai 1 EROSION CONTROL MADE IN III -MLb EGRID° 1E 'w Q '� v W SWALE STABILIZATION U) Y.1 SLOP STABILIZATION =��®�-s ,-a�..ra,.d«.....-.. ECulY1[I�EI f®t Q6 W T IELiem PM LITE �A Q �s��■ ildq f� BT ni 1.0" i0�9EfE N u®ul mE JI JI a 913rA9 U S. A �` � 11ey f� LIDO LIM Z IL pLy �s amu wow r[ TRIEGRIDPAVER can � + $ c Irr 1 Ili L1E-0!H L N N I.L O 1=21 >Q in r a o L 1 IL 2 3 1 5 6 7 8 Z INo wQ p ♦^� LU IL o Z TRUEGRID DETAIL FOR PRICING OR ORDERING: CALL 1-855-355-GRID (4743). IN STOCK. FACTORY DIRECT. Q� Z U)N ` U w Q U) Steel Reticuline Grate J o Steel Reticuline Grate 3"x3" (U.S.F. 6610 or a N w (U.S.F. #6610 or Thick Aprv'd Equal) Grate Win Elev.= 20.00 NAVD Aprv'd Equal) Grate 9 z Elev.= 20.00 NAVD 20.00 Walls 54" o Z Q 3 6" BAFFLE z C. D. 3" Inv: 75.00 SPACING OR REQUIRED ROADWAY/ PARKING AREA TESTS o L� W 3,. _ Install 114 QgQgQ QgQ Construct. 16"W x 3'H Weir DAVID C. BAGGETT, P.E.(DATE) ITEMS TO BE TESTED DENSITY L.B.R. THICKNESS #81375 ° 3" 3" Aluminum Plate 'VaV "Va Construct. 3.75"� Bleeder W Construct. 22"W x 3'H Weir �j DETENTION AREA 18. 4 5 Inv: 16.81 NAVD JE w W � DODOQOQOQ BOTTOM = 16.50 NAVD Ex. 15 CMP QgQgQgQgQ MAX.SPACING MAX. SPACING MAX. SPACING ,t 6 z Construct. 3.75"0 Bleeder Inv: 75.00 NAVD DOQOQOQOQ LIN.FT. SQ.FT. LIN.FT. SQ.FT. LIN.FT. SQ.FT. N 24 QQQ Q Ex. 15" CMP COMPACTED OR Inv: 16.81 NAVDLU Q a a 0 QOQOQOQO4 Inv: 75.00 NAVD STABILIZED SUBGRADE 300 10,000 300 10,000 300 10,000 10250 SW VILLAGE PARKWAY-SUITE 201 0 o BAFFLE Q ui 16. 81 agagagaga Inv: 15.00 PORT SAINT LUCIE, FL 34987 a v LIMEROCK BASE 300 10,000 300 10,000 300 10,000 '772-462-2455 o 15. 00 / �1 SHELLROCK BASE 300 10,000 300 10,000 300 10,000 Q Z 54 O O O OQ4 i Z U 114" Aluminum Plate / ASPHALT PER INSP. PER INSP. w = p UNDERLAY DRAINFIELD W/ Z = 16 MIL. VISQUEEN MINIMUM 19-319 C. o Bottom l v: 714.00 NAVD NOTE: ALL TESTING SHALL BE TAKEN IN A STAGGERED SAMPLING PATTERN FROM A POINT 12" PLAN VIEW Z Bottom Inv: 14.00 NAVD NOTES: INSIDE THE LEFT EDGE OF THE ITEM TESTED,TO THE CENTER,TO A POINT 12"INSIDE rr c LU INSIDE THE RIGHT EDGE. = 1. REFER TO F.D.O.T. FOR ADDITIONAL INDEXES 425-001,425-010,AND 425-052 N W (D FOR INFORMATION. SECTION w ° 2. TUCK FILTER FABRIC EDGE UNDER SOD TO PREVENT LOOSE ENDS. CONSTRUCT 24" X 24" X 12" SECTION NOTES: 3. SOD ALL DISTURBED AREAS AND SWALE SIDE BANKS. 1. CONSTRUCT TYPE"E" INLET PER FDOT INDEX#425-052. DEEP 1�2"-2" GRAVEL BOTTOM 14.00 NAVD 8 O F 110 L Uj 2. DRAINFIELD ROCK SHALL BE NO.4 COARSE AGGREGATE. MODIFIED TYPE "E" CONTROL STRUCTURE M = N V W w N s � IL IL ENGINEERS Q SURVEYORS ENVIRONMENTAL 10250 VILLAGE PARKWAY z IL SUITE 201 w PORT ST. LUCIE, FL 34987 o ' 772-462-2455 IL www.edc-inc.com J m HYDRO PUMPS ' INC . F.B.P.E.CERTIFICATE OF AUTHORIZATION 9935 PUMP SCHEDULE L.B.CERTIFICATE OF AUTHORIZATION 8098 m PUMP TYPE SUBMERSIBLE GRINDER 6512 NW 13TH COURT Q NUMBER OF PUMPS 2 U) FLOW RATE GPM 28.0 PLANTATION, FL 33313 z TOTAL HEAD FT 36.0 , N co o PUMP MODELPUMP ACTURER WG OY 21S 35 (954) 583-3303 m o < @ 0 0 w N m w z cn z 0 70 O J F MOTOR HORSEPOWER 2 _ co z MOTOR SPEED 3450 o 0 U- } Q a (� d' c J = J Q L) p 0 C VOLTAGE 230 Q 1) PADLOCKABLE NEMA 4X FIBERGLASS DUPLEX ELECTRICAL CONTROL PANEL TO INCLUDE AS A MINIMUM: PHASE 60 DUPLEX SUBMERSIBLE LIFT STATION co 0 MAIN CIRCUIT BREAKER, PUMP CIRCUIT BREAKERS, IEC—RATED MOTOR STARTERS WITH THERMAL OVERLOAD PROTECTION, Q HAND—OFF—AUTO SWITCHES, RUN LIGHTS, OIL SEAL FAIL LIGHTS, AND NON—RESETTABLE ELAPSED TIME METERS MOTOR FLA 12 FIBERGLASS WET WELL & VALVE VAULT o FOR EACH PUMP, LIGHTNING ARRESTOR, DUPLEX ALTERNATOR WITH MODE SELECTOR, HIGH WATER ALARM LIGHT WITH BUZZER, N SILENCE AND TEST, AND 120V 4—POINT FLOAT CONTROL CIRCUIT. PUMP MAKE/MODEL: MYERS WG20 2) CONTROL PANEL TO BE MODEL NUMBER 4XFG/M-2021—AD1ELMOP AS MANUFACTURED BY HYDRO PUMPS, INC. z 3) BOTTOM OF CONTROL PANEL TO BE MOUNTED AT/ABOVE 100 YEAR FLOOD ELEVATION OF 20.96 NAVD LIFT-OUT MAKE/MODEL: MYERS SRA125 4) TOP SLAB TO BE LOCATED AT/ABOVE THE 25—YEAR FLOOD ELEVATION OF 20.15 NAVD IL 0 5) PANEL TO MANUFACTURED AND LABELED IN ACCORDANCE WITH UL STANDARD FOR SAFETY 508A z IL LLJ o z U IL g O U) U O w 0 ALUMINUM BASIN COVER WITH ALUMINUM VALVE VAULT COVER WITH IL 19" X 27" HINGED ACCESS DOOR 24" X 36" HINGED ACCESS DOOR z AS MANUFACTURED BY AS MANUFACTURED BY IL ° USF FABRICATION USF FABRICATION U a Q w Lu 2 CONDUIT 1EQ Of (TYP. OF 3) „ IL 0 2" PVC VENT ASSEMBLY 27 1E 0 W/GAS SCRUBBER o 0 30" X 40" X 36" FIBERGLASS IL a TOP "A" o o REINFORCED VALVE VAULT Q _----- ° ° _ _ o ui o GRADE "B" _ o- ,o 0 w N \ 2" QUICK �\\\� , ``�. w DISCONNECT ` Lo 36" DIAMETER W/DUST CAP ` o FIBERGLASS GATE BRONZE Of 2 ADAPT—A—FLEX REINFORCED 31 " ui CONDUIT FITTING WET WELL ' Q (TYPICAL OF THREE) 36" - - a = TYPE 304SS 19 36 "J" INLET FITTING LIFTING DISCHARGE 0 FIELD INSTALL CHAIN LEVEL LL o BY OTHERS 2" BRONZE e e _ —J 2" BRONZE GATE VALVE ` w SWING CHECK „ 0 0 0 0 O 0 INLET INVERT "C" VALVE 9. 5 15 -0 Z - J Lu 2" SCH80 PVC UNION Z — °° (TYPICAL OF THREE) ILa W w HIGH WATER ALARM "D„ 2" BRONZE SWING CHECK o 0 o W 0 IL VALVE (TYPICAL OF TWO) IL Lu 1" SCH40 TYPE 304SS GUIDE PIPE 2" BRONZE GATE vi L VALVE (TYPICAL OF THREE) (n 0 2 SCH80 PVC DISCHARGE PIPE 2" SCH80 PVC PIPE J LAG PUMP ON "E" TYPICAL THROUGHOUT N o MYERS PUMP MODEL WG20 SUBMERSIBLE 2" SCH80 PVC ELBOW OIL N o °° GRINDER PUMP RATED 2HP, 230V, 1PH, 60HZ (TYPICAL OF THREE) Lu WITH 4.25" DIAMETER IMPELLER 0 0 36 40 Q p o z LEAD PUMP ON "F" DUTY: 28.0 GPM @ 36.0 FT TH w cf) IL W_ MYERS SRA125 LIFT—OUT U ui PUMPS OFF "G" RAIL ASSEMBLYIL U- 2" SCH80 PVC CROSS J Z '• (TYPICAL OF ONE) N w = BOTTOM "H" o 1 1 1010 3 z •' A TOP ELEVATION 22.00 FT NAVD z(Ij d' . •° •• a . . B GRADE ELEVATION 22.00 FT NAVD N ` • 4 C INLET INVERT ELEVATION 18.25 FT NAVD 24 a • ° • ° D ALARM FLOAT ELEVATION 17.75 FT NAVD 30" ISO o u • FIBERGLASS BASIN REQUIRES• E LAG FLOAT ELEVATION 17.25 FT NAVD = BOTTOM SLAB THICKNESS = 1.50 FT F LEAD FLOAT ELEVATION 16.45 FT NAVD DAVID C. BAGGETT, P.E.(DATE) o BOTTOM SLAB EXTENSION = 2.00 FT G OFF FLOAT ELEVATION 15.95 FT NAVD #81375 Z (BY OTHERS) H BOTTOM ELEVATION 14.00 FT NAVD IL W II INLET PIPE SIZE 1 6" IL 71 z PUMP STATION SECTION VIEW PUMP STATION PLAN VIEW o (NOT TO SCALE) (NOT TO SCALE) 10250 SW VILLAGE PARKWAY-SUITE 201 0 0 PORT SAINT LUCIE, FL 34987 Q ¢ '772-462-2455 v `� o ~ a � w Q U l7 O Z U cc w Lu 19-319 z � Lu c w 0 = cm c w 6 (D 0 O W 1 tN/I Lu 3 9 OF 12 Q U O 0 rn � M 2 O N U 0 w N IL TECHNICAL INFORMATION 3450 RPM PERFORMANCE CURVE ENGINEERS ENVIRON N SURVEYORS VIlG20WGX20 Series IL 0 M�@YS® ►��j Myer MENTAL Myers® Pentair Water PLEASE SEE PERFORMANCE NEXT PAGE 1� Pentair Water 10250 VILLAGE PARKWAY z Standard mmW6mmWw LocationIL Capacity Liters Per Minute SUITE 201 Pentair water DESIGNED FOR RESIDENTIAL, PORT ST. LUCIE, FL 34987 2 HP Submersible Grinder Pumps LIGHT COMMERCIAL & INDUSTRIAL 50 ,00 ,50 2UU 25D 3Do 45 ' 772-462-2455 APPLICATIONS SUBMERSIBLE GRINDER P 140 �www.edc-inc.com Co The Myers WG/WGX20 Series are rugged 2 horsepower i MODEL: WG/1NGX20 ao a submersible centrifugal grinder pumps designed for residential, light commercial or industrial applications. 120 SPEED: 3450 RPIL It is especially suited for use in pressure sewer 35 F.B.P.E.CERTIFICATE OF AUTHORIZATION 9935 0 - applications or in systems with long discharge runs L.B.CERTIFICATE OF AUTHORIZATION 8098 or high static heads.The WG/WGX20 Series features WG20 a patented cutter mechanism and recessed impeller _ m 100 30 m design to efficiently grind typical domestic sewage solids into a fine slurry.These pumps are available in standard c a construction and construction for use in Class 1, a gU 25.E o ( Group D hazardous locations. m N = N Z f6 20 N } c0 v The WG/WGX20 Series can be installed in a variety of o 60 o m r w z v packaged systems. Factory-assembled simplex or duplex ~ 0 00 0 w N W w ! 0-1 packages with guide rail systems or suspended systems t5 CO z a) z 0) Q o a a. Q } are available. Individual rail components are also 0 LD qQ S Lu o a 0 N o m available for installation in on-site concrete systems. 40 LU o LL '= J ¢ o Myers offers a complete line of submersible sump, 10 , _ -_ "' sewage,effluent,grinder,solids handling wastewater Product -e,e _ Q pumps,controls,basins,and accessories. For additional Capacities To 70 gpm 260 1pm 20 °' information,please contact your local Myers s co representative or the Myers Ashland,Ohio sales office at Heads To 105 ft. 32.1 in Liquids Handling domestic raw sewage Z 419-289-1144. Intermittent Liquid Temp. up to 140°F up to 60-C Z Winding Insulation Temp.(Class F) 311°F 155oc 10 20 30 40 50 60 70 80 Q Ideal for use/n pressure Sealer systems. Motor Electrical Data 2 HP,3450 RPM Capacity Gallons Per Minute F40000(Single phase motors are capacitor start n� _ • Choice of standard or high flow designs. and capacitor run type.Myers control g g 230 volts;60 Hz t panels or capacitor kits are required forAvailableModelsElectrical p • Recessed impeller provides steep non-overloading proper operation and war anTy.) 3ph-induction run 2 operating curve. NEC Code Service p g Third Party Approvals WG-UL,CSA Standard Hazardous Location HP Volts Phase Nertz Start Am s Run Am s Run KW Start XVA Run SVA Letter Factor 7 WGX-CSA,FM Q WG20-21-15 2 230 1 60 44.0 12.5 2.8 10.1 2.8 F 1.25 IL Z Acceptable pH Range 6-9 Durable motor will deliver many years of Specific Gravity .9-1.1 WG20-23-15 WGX20-23-15 2 230 3 60 27.5 8.4 2.9 11.0 3.3 F 1.25 WG20-43-15 WGX20-43-15 2 460 3 60 13.8 4.2 2.9 11.0 3.3 F 1.25 reliable service. Viscosity 28-35 SSU WG20-53-15 WGX20-53-15 2 575 3 60 11.0 3.4 2.9 11.0 3.3 F 1.25 IL Discharge,NPT 1'/a in. 1 31.75 mm WG20E-01-15 WGX20E-01-15 2 200 1 60 50.0 15.0 2.8 10.0 3.0 F 1.25 • Oil-filled motor for maximum heat dissipation and Min.Sump Dia.(Simplex) 24 in. 61.0 cm WG20E-21-15 WGX20E-21-15 1 2 230 1 1 60 44.0 12.5 2.8 10.1 2.8 F 1.25 rn (Duplex) 36 in. 91.4 c WG20E-03-15 WGX20E-03-15 2 200 3 60 30.0 9.5 2.9 10.4 3.3 F 1.25 I- Q Constant bearing lubrication. WG20E-23-15 WGX20E-23-15 2 230 3 60 27.5 8.4 2.9 11.0 3.3 F 1.25 Z NOTE:Consult factory for applications outside of these recommendations. LLI WG20E-43-15 WGX20E-43-15 2 460 3 60 13.8 4.2 2.9 11.0 3.3 F 1.25 • Recessed impeller reduces radial bearing loads, _ _ 2 • • � WG20E-53-15 WGX20E-53-15 2 575 3 60 11.0 3.4 2.9 11.0 3.3 F 1.25 F_ Increases bearing life. Motor Housing,Seal Housing, cast iron,Class 30, IL O U W • High torque capacitor start/run single phase or three Cord Cap and Volute Case ASTM A48 Z O phase motors for assured starting under heavy load. Impeller recessed,bronze F U Power Cord 14/4 SCOW IL • Seal leak robes and on-winding heat sensors warn of uJ OQ p g Control Cord 18/5 SCOW L j seal leak condition and stop motor if motor overheats. Mechanical seals dbl.tandem carbon&ceramic IL v) = Helps prevent costly motor damage. standard - H Z Pump,Motor Shaft 416 SST Q I I The WGIM20 Series is designed for Fasteners 300 series SST CO Lu WG20- S vL Shredding Ring 440 SST, Q Z easy maintenance. Grinder Impeller 58-60 Rockwell F_ Q W Lu FM • Shredding ring and grinder impeller are replaceable WGX20-Of S T without dismantling pump or motor. IIIApproved CL aIL 0 z Q ILo O 1E N LU W N rn a O n 9 W !Y W !Y n w a ( rn IL ► Customer Pump Performance Datasheet ►►► PENTAIR Project Encompass2.0-19.5.620.0.5 ADVANTAGES BYDESIGN ►►► ■Y�AC rs L:11emnumber :Default Size :Myers-WG20/WGX20 M` OQ Stages :1 Pentair Water �� ILF_ILL Z Z 1 Based on curve number :SUB_G_VAH_00008A2 RevW IL ber 2018-01-18 STATOR-2 HP CABLE ENTRY SYSTEM DIMENSIONS(Dimensions in mm] O Date last saved :25 Mar 2020 11:00 AM U 2 hp,3450 RPM,1 Provides double seal protection.Cable jacket ♦^ p Operating Conditions Liquid and 3 phase.Press fit sealed by compression fitting.Individual wires Z Flow,rated :28.00 USgpm Liquid type :Water for perfect alignment sealed by epoxy potting. Q and best heat transfer. w Differential head/pressure,rated(requested) :37.00 ft Additional liquid description oil-filled motor O Differential head/pressure,rated(actual) :37.00 ft Solids diameter,max :0.00 in conducts heat and HEAT SENSOR CLSuction pressure,rated/max :0.00/0.00 psi.g Solids diameter limit :0.00 in lubricates bearings. o ty Protects motor from burnout due to excessive NPSH available,rated :Ample Solids concentration,by volume :0.00% heat from any overload condition. + 2w, CL Frequency :60 Hz Temperature,max :68.00 deg F Automatically resets when motor has cooled. 7W O 0 1671 W Performance Fluid density,rated/max :1.000/1.000 SG [200] U Speed,rated :3500 rpm Viscosity,rated :1.00 cP BALL BEARINGS Q W lJ W Impeller diameter,rated :4.25 in Vapor pressure,rated :0.34 psi.a rn Impeller diameter,maximum :5.50 in Material Upper and lower ball bearings support shaft a) CIO E F_W Impeller diameter,minimum :3.75 in Material selected :Standard and rotor and take axial and radial loads. 4�.� _ Efficiency .- Pressure Data [114] IL 1- NPSH required/margin required :-/0.00 ft Maximum working pressure :26.77 psi.g HEAVY 416 SST SHAFT [2441 seams W nq(imp.eye flow)/S(imp.eye flow) :17/-Metric units Maximum allowable working pressure :N/A Corrosion resistant.Reduces shaft deflection J Q Minimum Continuous Stable Flow Maximum allowable suction pressure :N/A due to grinding loads. r cn O Head,maximum,rated diameter :61.86 ft Hydrostatic test pressure :N/A r\i O Head rise to shutoff :67.16% Driver&Power Data(@Max density) IL W Flow,best eff.point SHAFT SEALS 1--a = Z Driver sizing specification :Maximum power Flow ratio,rated/BEP CD Z Margin over specification :0.00% Double tandem mechanical shaft seals rV W Diameter ratio(rated/max) :77Tel CD F .27% protect motor Oil-filled seal chamber O Service factor :1.00 . NZ Head ratio(rated dia/max dia) :47.43% provides continuous lubrication. V O Cq/Ch/Ce/Cn [ANSI/HI 9.6.7-2010] :1.00/1.00/1.00/1.00 Power,hydraulic :0.26 hp r"i - Power,rated :1.79 hp ui Selection status :Acceptable Power,maximum,rated diameter :1.80 hp SEAL LEAK PROBE IL W U Minimum recommended motor rating :2.00 hp/1.49 kW(Fixed) 1E (� N j Detects water in seal housing, 80 activates warning light W in control panel. J rn N W F_ 72 VOLUTE CASE ' Cl) W 64 4.25 in Cast iron 1'/.'NPT 14811 j vertical discharge. [48l] F_ 7 U) 56 1%"NPT z IMPELLER CD Q ae handles ground slurry Bronze recessed impeller U) without clogging or 4yp a GR/NDERASSEMBLY binding.Provides [1181 40 Z co unobstructed flow passage. u] = Grinder impeller and shredding ring SLEEVE BEARING Reduces radial loads. IX are replaceable without dismantling Pump-out vanes help keep LU 32 pump.Constructed of440SST Takes radial load; trash from seal,reduces DAVID C. BAGGETT, P.E.(DATE) c 2 Q hardened to 56-60 Rockwell. provides flame path. pressure at seal faces. #81375 H 24 w IL 1101 Myers Parkway LL w IL 16 Ashland,Ohio 44805 , rn OfIll z 6 ►►► Tel:(419)289-1144XE Myers p Fax:(419)281-9980 U) Pentair Water >� W o 269 Trillium Drive 10250 SW VILLAGE PARKWAY-SUITE 201 0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 z Flow-US m Kitchener,Ontario PORT SAINT LUCIE, FL 34987 a ¢ 9P Canada N2G 4W5 '772-462-2455 U r� o w Tel:(519)748-5470 � O Fax:(519)748-2553 z Q K3368 05/10 Z U MYERS PHONE: -FAX: mm.femyers.Com LU IJU ✓� PENTAIR 19-319 Z Z � W c w O = N F_ C z Q W 7 Z 10 OF 193 Q U O p rn rn m 2 rn ~ 0 N U f� w ICI FORT PIERCE UTILITIES AUTHORITY WASTEWATER CONSTRUCTION NOTES FORT PIERCE UTILITIES AUTHORITY 1. ALL CONSTRUCTION MATERIAL, INSTALLATION AND TESTING SHALL CONFORM TO THE STANDARD FORT PIERCE UTILITIES AUTHORITY SPECIFICATIONS OF THE FORT PIERCE UTILITIES AUTHORITY. WATER DISTRIBUTION NOTES 2. GRAVITY SEWER MAIN SHALL BE POLYVINYL CHLORIDE SDR-26, GREEN OR WHITE IN COLOR, WATER DISTRIBUTION NOTES CONTINUED GRAVITY SEWER MAIN SHALL HAVE LOCATOR TAPE WITH "SEWER" MARKED ON TAPE STANDARD SEPARATION STATEMENT FOR AND SHALL CONFORM TO ASTM D-3034. WATER SEWER CONFLICTS 16. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING EXISTING UTILITIES AND DRAINAGE. 3 THE MANHOLE BASE SHALL BE SET ON A FIRM, DRY AND STABLE OR 1E ENGINEERS Q SURVEYORS FALLSTRUCTION MATERIAL, INSTALLATION AND TESTING SHALL CONFORM TO THE STANDARD COMPACTED BASE FOUNDATION. IF NECESSARY, THE CONTRACTOR SHALL UTILIZE ROCK TO PROVIDE ENVIRONMENTAL TIONS OF THE FORT PIERCE UTILITIES AUTHORITY 17. THE CONTRACTOR SHALL FURNISH RECORD DRAWING INFORMATION TO THE ENGINEER INCLUDING A FIRM AND SUITABLE MANHOLE BASE FOUNDATION. LOCATIONS OF VALVES, FITTINGS, SERVICE CONNECTIONS, BLOWOFFS, AIR RELEASE VALVES, AND ANY OTHER 1. SANITARY SEWER, FORCE MAINS, AND STORM SEWERS SHOULD CROSS UNDER WATER MAINS WHENEVER PERTINENT INFORMATION NECESSARY TO LOCATE ITEMS CONSTRUCTED UNDER THIS BY THE UTILITIES ENGINEER. PROJECT, AS REQUIRED 4. WASTEWATER LINES SHALL BE BACKFILLED AND COMPACTED IN ACCORDANCE WITH FPUA DESIGN POSSIBLE. SANITARY SEWERS, FORCE MAINS AND STORM SEWERS CROSSING UNDER WATER MAINS SHALL BE LAID IL c.i 10250 VILLAGE PARKWAY 2. WATER MAINS WHERE SPECIFIED AS POLYVINYL CHLORIDE (PVC) SHALL CONFORM TO AWWA C-900 OR C-905, AND CONSTRUCTION STANDARDS. THE CONTRACTOR SHALL SUBMIT CERTIFIED DENSITY TESTS AS TO PROVIDE A MINIMUM VERTICAL DISTANCE OF 6 INCHES, PREFERABLY 12 INCHES BETWEEN THE INVERT OF THE z PRESSURE CLASS 150, DR (18). WATER MAINS WHERE SPECIFIED AS POLYETHYLENE (PE) SHALL CONFORM TO REQUIRED BY FPUA ENGINEERING AND THE CITY ENGINEERING DEPARTMENT. IN CASES WHERE PAVED UPPER PIPE AND THE CROWN OF THE LOWER PIPE WHEN ABOVE, AND AT LEAST 12 INCHES OF SEPARATION WHEN SUITE 201 AWWA C-901 OR C-906, STANDARD CODE DESIGNATION PE3408, PIPE CLASS 200, DIMENSION RATIO (DR) 17 AREAS FALL WITHIN THE JURISDICTION OF LOCAL OR STATE AGENCIES, THE COMPACTION REQUIRE- THE WATER MAIN IS BELOW. PORT ST. LUCIE FL 34987 0 18. THE CONTRACTOR SHALL TAP EXISTING LINES UNDER THE SUPERVISION OF THE FORT PIERCE UTILITIES w FOR DIRECT BURY, (DR) 11 FOR DIRECTIONAL BORING, AND (DR) 9 FOR 2 INCH AND SMALLER PIPELINES. AUTHORITY ONLY AFTER TESTING AND DISINFECTION HAS BEEN COMPLETED AND APPROVED ON THE MENTS SHALL NOT BE LESS THEN THE MINIMUM REQUIRED BY THE APPROPRIATE RESPONSIBLE ° TAPPING VALVE AND SLEEVE. AGENCY. WHERE SANITARY SEWER, FORCE MAINS, STORM SEWERS MUST CROSS A WATER MAIN WITH LESS THAN 6 INCHES ' 772-462-2455 3. WATER MAIN, WHERE SPECIFIED AS DUCTILE IRON PIPE , SHALL CONFORM TO ANSI/AWWA C151/A21.51 VERTICAL SEPARATION, BOTH THE SEWER AND WATER MAIN SHALL BE CONSTRUCTED OF DUCTILE IRON PIPE DIP >_ 5. A 1% MINIMUM SLOPE SHALL BE MAINTAINED ON ALL SANITARY SERVICE LATERALS. ( ) AND SHALL BE PRESSURE CLASS 250 (MINIMUM). CENTERED ON THE CROSSING. DIP IS NOT REQUIRED FOR STORM SEWERS. SUFFICIENT LENGTHS OF DIP MUST 1 i www.edc-inc.com 19. WATER MAIN SHALL BE MARKED BY THE USE OF CONTINUOUS 10 GAUGE THHN MULTI STRANDED WIRE (BLUE 6. THE CONTRACTOR SHALL FURNISH RECORD DRAWING INFORMATION TO THE ENGINEER CONSISITING ( ) IN COLOR AND IDENTIFCATION TAPE WITH "WATER" MARKED ON TAPE, PERMANENTLY ATTACHED TO THE TOP BE USED TO PROVIDE A MINIMUM SEPARATION OF 10 FEET BETWEEN TWO JOINTS. ALL JOINTS ON THE WATER a 4. POLYVINYL CHLORIDE WATER MAIN SHALL BE BLUE IN COLOR OR WHITE IN COLOR WITH BLUE STRIPES. ) OF PIPE SIZES, LOCATION OF SERVICE TEE WYES, DIAMETER OF SERVICES, LOCATION OF MAIN WITHIN 20 FEET OF THE CROSSING MUST BE MECHANICALLY RESTRAINED. J THE USE OF IDENTIFICATION TAPE ATTACHED TO THE TOP OF THE PIPE MAY BE USED IN LIEU OF MARKING OF THE WATER MAIN IN ACCORDANCE WITH THE FORT PIERCE UTILITES AUTHORITY SPECIFICATIONS. ANY FITTINGS, FINAL RIM AND INVERT ELEVATION OF ALL MANHOLES AND ANY OTHER PERTINENT ON THE PIPE, ALSO DIP PIPE SHALL REQUIRE THE USE OF IDENTIFICATION TAPE INFORMATION NECESSARY TO LOCATE ITEMS CONSTRUCTED UNDER THIS PROJECT. 9935 AND THHN WIRE 7. MAINTAIN SIX FEET AND PREFERABLY 10 FEET HORIZONTAL DISTANCE BETWEEN WATER MAINS EQUIDISTANT FROM THE POINT OF CROSSING (PIPES CENTERED ON THE CROSSING). AT SUCH CROSSINGS PIPES N ALL CROSSINGS SHALL BE ARRANGED SO THAT THE SEWER PIPE JOINTS AND WATER MAIN PIPE JOINTS ARE F.B.P.E.CERTIFICATE OF AUTHORIZATION 20. SERVICE TAPS SHALL BE PLACED APPROXIMATELY TEN FEET AWAY FROM GATE VALVES, AS SHOWN, FOR L.B.CERTIFICATE AUTHORIZATION N 98 _ TESTING. FOLLOWING TESTING AND STERILIZATION OF WATER LINE CONTRACTOR SHALL PLACE A BRASS PLUG 5. FITTINGS SHALL BE DUCTILE IRON CONFORMING TO ANSI/AWWA C-110/A21.10, CLASS 250 MIN., CEMENT LINED IN CORPORATION STOPS AND CURB STOPS SHALL BE REMOVED FROM TESTING LOCATIONS. AND SEWER MAINS AS A MINIMUM. SHALL BE ARRANGED SO THAT ALL WATER MAIN JOINTS ARE AT LEAST THREE FEET FROM ALL JOINTS IN m AND FACTORY COATED 8. WASTEWATER FORCE MAINS, WASTEWATER COLLECTION LINES, AND STORM SEWERS SHOULD CROSS VACUUM-TYPE SANITARY SEWERS, STORM SEWERS, STORMWATER FORCE MAINS, OR PIPELINES CONVEYING J 21. MECHANICAL RESTRAINTS TO BE USED ON ALL FITTINGS AND PLACED IN ACCORDANCE WITH UNDER WATER MAINS WHENEVER POSSIBLE. A MINIMUM VERTICAL DISTANCE OF 12 INCHES BETWEEN RECLAIMED WATER REGULATED UNDER PART 111 OF CHAPTER 62-610, F.A.C., AND AT LEAST SIX FEET FROM ALL = 6. GATE VALVES SHALL BE MUELLER RESILIENT SEAT, KENNDY KEN-SEAL, AMERICAN OR APPROVED MANUFACTURER'S OR ENGINEER'S RECOMMENDATIONS (WHICHEVER IS MORE STRINGENT) THE INVERT OF THE UPPER PIPE AND THE CROWN OF THE LOWER PIPE SHALL BE PROVIDED WHENEVER JOINTS IN GRAVITY OR PRESSURE TYPE SANITARY SEWERS, WASTEWATER FORCE MAINS, OR PIPELINES CONVEYING o EQUAL. VALVES SHALL CONFORM TO AWWA C-509. AND FPUA REQUIREMENTS. POSSIBLE. WHERE THIS MINIMUM SEPARATION CANNOT BE MAINTAINED, THE CROSSING SHALL BE RECLAIMED WATER NOT REGULATED UNDER PART 111 OF CHAPTER 62-610, F.A.C. N ° ARRANGED SO THAT THE WASTEWATER PIPE JOINTS AND THE WATER PIPE JOINTS ARE EQUIDISTANCE > c z 7. WATER LINES SHALL BE BACKFILLED AND COMPACTED IN ACCORDANCE WITH FPUA DESIGN AND 22. ALL MAINS SHALL BE TESTED AT A MINIMUM OF 150 PSI. TESTING METHODS SHALL CONFORM TO WHERE A NEW PIPE CONFLICTS WITH AN EXISTING PIPE WITH LESS THAN 6 INCHES VERTICAL CLEARANCE, THE cS FROM THE POINT OF CROSSING, AND THE WATER MAIN SHALL BE CONSTRUCTED OF DUCTILE IRON PIPE NEW PIPE SHALL BE CONSTRUCTED OF DIP EXCEPT STORM SEWERS AND NEW PIPES SHALL BE ARRANGED TO 0 07 0 3: w N w CONSTRUCTION STANDARDS. THE CONTRACTOR SHALL SUBMIT CERTIFIED DENSITY TESTS AS REQUIRED BY AWWA C-600. - 2 HR MINIMUM TEST ( ) 0 (DIP) AT THE CROSSING. SUFFICIENT LENGTHS OF DIP MUST BE USED TO PROVIDE A MINIMUM m w z Q 0 Lu N w FPUA ENGINEERING AND THE CITY COUNTY FDOT. IN CASES WHERE PAVED AREAS SEPARATION OF 10 FEET BETWEEN ANY TWO JOINTS. ALL JOINTS ON THE WATER MAIN WITHIN 20 FEET MEET THE CROSSING REQUIREMENTS ABOVE m 0 Q w 0 o} cn 0 Q 0 m FALL WITHIN THE JURISDICTION OF LOCAL OR STATE AGENCIES, THE COMPACTION REQUIREMENTS SHALL NOT BE S P 1/2 OF THE CROSSING MUST BE MECHANICALLY RESTRAINED. A MINIMUM VERTICAL CLEARANCE OF 6 INCHES 2. A MINIMUM 3-FOOT HORIZONTAL SEPARATION SHALL BE MAINTAINED BETWEEN ANY TYPE OF STORM SEWER AND � J Q Q Q co o 0 LESS THAN THE MINIMUM REQUIRED BY THE APPROPRIATE RESPONSIBLE AGENCY. L- 148,000 MUST BE MAINTAINED AT ALL CROSSINGS. WATER MAIN IN PARALLEL INSTALLATIONS WHENEVER POSSIBLE. a 8. NO FIELD CHANGES OR DEVIATIONS FROM THE DESIGN SHALL BE MADE WITHOUT PRIOR APPROVAL OF THE L= LEAKAGE IN GPH 9. A PRE-CONSTRUCTION CONFERENCE BETWEEN THE ENGINEER, THE CONTRACTOR, AND FPUA/CITY 0 FPUA ENGINEER AND CITY/COUNTY/FDOT ENGINEER. S= LENGTH OF PIPE IN FEET COUNTY/FDOT SHALL BE MANDATORY PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. A MINIMUM 3-FOOT, AND PREFERABLE 10-FOOT HORIZONTAL SEPARATION SHALL BE MAINTAINED BETWEEN co Q VACUUM TYPE SANITARY SEWER AND WATER MAIN IN PARALLEL INSTALLATIONS WHENEVER POSSIBLE. Q 9. THE CONTRACTOR SHALL NOTIFY FPUA ENGINEERING AND CITY/COUNTY/FDOT ENGINEERING 48 HOURS PRIOR TO D= PIPE DIAMETER IN INCHES 10. NO FIELD CHANGES OR DEVIATIONS FORM THE DESIGN SHALL BE MADE WITHOUT PRIOR APPROVAL FPUA/CITY/COUNTY/FDOT ENGINEER, A MINIMUM 10-FOOT HORIZONTAL SEPARATION SHALL BE MAINTAINED BETWEEN 'ONSITE SEWAGE TREATMENT AND COMMENCING CONSTRUCTION. P= TESTING PRESSURE IN PSI DISPOSAL SYSTEM" AND WATER MAIN IN PARALLEL INSTALLATIONS WHENEVER POSSIBLE. 0 11. TRAFFIC CONTROL, BARRICADES, ETC. SHALL BE IN ACCORDANCE WITH THE FLORIDA DEPARTMENT N 10. A PRE-CONSTRUCTION CONFERENCE BETWEEN THE ENGINEER, THE CONTRACTOR, FPUA, AND CITY/ 23. PRIOR TO ANY TESTING, ALL MAINS 6" IN DIA. AND LARGER SHALL HAVE A SWAB PASSED OF TRANSPORTATION STANDARDS. COUNTY/FDOT ENGINEER SHALL BE MANDATORY PRIOR TO COMMENCEMENT OF CONSTRUCTION. THRU THE ENTIRE LENGTH OF THE LINE. NOTE SWAB SHOULD BE PLACED IN 1st. JOINT OF NEW LINE. 12, CONTRACTOR SHALL NOTIFY FORT PIERCE UTILITIES AUTHORITY 48 HOURS PRIOR TO A MINIMUM 6-FOOT, AND PREFERABLE FOOT HORIZONTAL SEPARATION SHALL BE MAINTAINED BETWEEN GRAVITY 0 OR PRESSURE TYPE SANITARY SEWER, WASTEWATER FORCE MAIN, OR PIPELINE CONVEYING RECLAIMED WATER AND ° END OF MAIN SHOULD BE TURNED UP" AT 459 AND EXTENDED SO THAT SWABBING AND A FULL BORE COMMMENCING CONSTRUCTION. 11. TRAFFIC CONTROL, BARRICADES, ETC., SHALL BE IN ACCORDANCE WITH THE FLORIDA DEPARTMENT OF FLUSH CAN BE ACCOMPLISHED. BLOW-OFF ASSY CAN THEN BE PLACED. WHERE LINES BRANCH, SWABS WATER MAIN IN PARALLEL INSTALLATIONS WHENEVER POSSIBLE. THE MINIMUM HORIZONTAL SEPARATION DISTANCE a OF TRANSPORTATION STANDARDS AND APPROVED BY THE CITY ENGINEER. WILL BE PLACED IN BRANCH LINES AND SEQUENTIALLY SWABBED AND FLUSHED. 13. WASTEWATER FORCE MAIN SHALL BE POLYVINYL CHLORIDE CONFORMING TO AWWA C-900, BETWEEN WATER MAINS AND GRAVITY-TYPE SANITARY SEWERS SHALL BE REDUCED TO 3 FOOT WHERE THE BOTTOM z AND SHALL BE CLASS 150, DR-18. OF THE WATER MAIN IS LAID AT LEAST SIX INCHES ABOVE THE TOP OF THE SEWER ui 12. MINIMUM COVER SHALL BE 36 INCHES EXCEPT AS APPROVED BY THE UTILITIES ENGINEER AND CITY/ 24. A MINIMUM SIX FEET AND PREFERABLY TEN FEET HORIZONTAL SEPARATION SHALL BE MAIINTAINED 14. WASTEWATER FORCE MAIN SHALL BE GREEN IN COLOR. COUNTY/FDOT ENGINEER. PIPES WITH COVER LESS THAN 30 INCHES SHALL BE CONSTRUCTED OF DUCTILE IRON BETWEEN THE WATER MAIN AND ANY WASTEWATER LINES. 6 INCHES MINIMUM VERTICAL SEPARATION IN CASES WHERE IT IS NOT POSSIBLE TO MAINTAIN A 10-FOOT HORIZONTAL SEPARATION, THE WATER MAIN MUST OR IN PVC CASING. IF WATER MAIN IS OVER WASTEWATER AND 12 INCHES IF WATER MAIN IS UNDER SHALL BE 15. FITTINGS SHALL BE DUCTILE IRON, CONFORMING TO ANSI/AWWA C-1 10/A21.10 CLASS 250 MIN. BE LAID IN A SEPARATE TRENCH OR ON A UNDISTURBED EARTH SHELF LOCATED ON ONE SIDE OF THE SEWER OR MAINTAINED BETWEEN THE WATER MAIN AND ANY WASTWATER LINES. THE DISTANCE SHALL BE lL AND INTERIOR EPDXY COATED. FORCE MAIN AT SUCH AN ELEVATION THAT THE BOTTOM OF THE WATER MAIN IS AT LEAST 6 INCHES ABOVE THE U 0 13. DISTURBED AREAS SHALL BE RESTORED IN CONFORMANCE WITH THE APPLICABLE GOVERNING AGENCY MEASURED FROM OUTSIDE OF PIPE TO OUTSIDE OF PIPE OR STRUCTURE. WHERE THIS MINIMUM 16. WASTEWATER FORCE MAIN SHALL BE MARKED BY THE USE OF CONTINUOUS 10 GAUGE THHN TOP OF THE SEWER. w REQUIREMENTS. SEPARATION CANNOT BE MAINTAINED, THE CROSSING SHALL BE ARRANGED SO THAT THE WIRE (GREEN IN COLOR) PERMANENTLY ATTACHED TO THE TOP OF THE FORCE MAIN WITH LOCATOR 2 WASTEWATER PIPE JOINTS AND THE WATER MAIN PIPE JOINTS ARE EQUIDISTANT FROM THE POINT TAPE MARKED 'SEWER" ON TAPE IN ACCORDANCE WITH FPUA SPECIFICATIONS. WHERE IT IS NOT POSSIBLE TO MAINTAIN A VERTICAL DISTANCE OF 6 INCHES IN PARALLEL INSTALLATIONS, THE 0 WATER MAIN SHALL BE CONSTRUCTED OF DIP AND THE SEWER OR THE FORCE MAIN SHALL BE CONSTRUCTED OF z 14. EXISTING UTILITIES AND DRAINAGE SHALL BE FIELD VERIFIED PRIOR TO CONSTRUCTION AND PROTECTED BY OF CROSSING, AND THE WATER MAIN SHALL BE CONSTRUCTED OF DUCTILE IRON PIPE (DIP) AT 17. MINIMUM COVER SHALL BE 36 INCHES, PIPES WITH COVER LESS THAN 30 INCHES SHALL z THE CONTRACTOR. DIP (EXCEPT STORM SEWER) WITH A MINIMUM VERTICAL DISTANCE OF 6 INCHES. THE WATER MAIN SHOULD ALWAYS THE CROSSING. SUFFICIENT LENGHTS OF DIP MUST BE USED TO PROVIDE A MINIMUM SEPARATION REQUIRE PRIOR APPROVAL OF THE UTILITES ENGINEER AND SHALL BE CONSTRUCTED OF DUCTILE ° z BE ABOVE THE SEWER. JOINTS ON THE WATER MAIN SHALL BE LOCATED AS FAR APART AS POSSIBLE FROM C/o ° OF 10 FEET BETWEEN ANY TWO JOINTS. ALL JOINTS ON THE WATER MAIN WITHIN 20 FEET OF THE IRON PIPE. JOINTS ON THE SEWER OR FORCE MAIN (STAGGERED JOINTS). > 0 15. WATER MAINS SHALL BE TESTED AND DISINFECTED IN ACCORDANCE WITH THE APPLICABLE FLORIDA CROSSING MUST BE MECHANICALLY RESTRAINED. A MINIMUM VERTICAL CLEARANCE OF 6 INCHES w DEPARTMENT OF ENVIRONMENTAL PROTECTION AND AWWA C-651 FOR DISINFECTION. MUST BE MAINTAINED AT ALL CROSSINGS. 18. EACH SERVICE LATERAL WILL BE MARKED WITH A LOCATOR BALL AS MANUFACTURED BY Ir 3M CORPORATION, OR APPROVED EQUAL AS REQUIRED BY FPUA ENGINEER. 3. ALL DIP SHALL BE PRESSURE CLASS 250 MIN.. ADEQUATE PROTECTIVE MEASURES AGAINST CORROSION SHALL 25. WHERE A WATER MAIN IS TO BE INSTALLED BELOW A STORM DRAIN PIPE, A MINIMUM OF 6 INCHES OF 19. ALL MANHOLES SHALL HAVE SEWER RAIN GUARDS INSTALLED AS REQUIRED BY FPUA ENGINEER. BE USED AS DETERMINED BY THE DESIGN ENGINEER. z VERTICAL CLEARANCE BETWEEN PIPES SHALL BE CONSTRUCTED OF DIP AT THE CROSSING, AND SHALL ui BE MECHANICALLY RESTRAINED WITHIN 20 FEET OF THE CROSSING. 20. THE CONTRACTOR SHALL COMPLY WITH THE FLORIDA TRENCH SAFETY ACT REQUIREMENTS. J U Q a 26. CONTRACTOR SHALL COMPLY WITH FLORIDA TRENCH SAFETY ACT REQUIREMENTS. 1E w J 0 w _lL Q PIS WATER DISTRIBUTION P WATER DISTRIBUTION P WASTEWATER CONSTRUCTION NOTES PIS STANDARD SEPARATION STATEMENTLL 0 , G- 1 g ` , G- 1 �s' FPUA REQUIREMENTS G- FOR WATER/SEWER CONFLICT G- QC� ©� �QC� WATER/SEWER CONFLICT Q NOTES NOTES CONSTRUCTION NOTES w 02-06 02-06 02-06 02-06 DATE: REVISION: BY. APPD: WATER WASTEWATER ENGINEERING DATE REVISION: BY. APPD. WATER WASTEWATER ENGINEERING 0147E REV1S/ON: BY• APPD: WATER WASTEWATER ENGINEERING Q4TE REVISION: BY: APPD: WATER WASTEWATER ENGINEERING DESIGNED., COMPUTER FILE f DESIGNED: COMPUTER FILE f DESIGNED: COMPUTER FILE f DESIGNED: COMPUTER FILE Q JJM DETAIL NOTES 200602.DWG Jim DETAIL NOTES 200602.DWG JJM DETAIL NOTES 200602.DWG JJM DETAIL NOTES 200602.DWG LL FT. PIERCE UTILITIES AUTHORITY FT. PIERCE UTILITIES AUTHORITY - FT. PIERCE UTILITIES AUTHORITY Fr. PIERCE UTILITIES AUTHORITY CD ° DRAWN BY: SCALE., g DRAWN BY: SCALE:a DRAWN BY SGILE. DRAWN BY SCALE. o F JJM N.T.S. JJM N.T.S. JJM N.T.S. JJM N.T.S. N Q c A APPROVED: DATE.* SHEET BORDER BY... A APPROVED. DATE.• SHEET BORDER BY... A APPROVED: DATE., SHEET BORDER BY... A APPROVED: DATE SHEET BORDER BY... o LLJ JLC 2010 1 OF 2 David L. Pritzlaff JLC 2010 2 OF 2 David L. Pritzlaff JLC 2010 1 OF 1 David L. Pritzlaff JLC 2010 1 OF I David L. Pritzlaff o O w rY Q rZ tl J U FINISH GRADE \ - - QQ 0 FINISHED MAXIMUM TRENCH WIDTH \ / ✓, / ;� \ L w GRADE I 2 x PIPE DEPTH + W Z w LL ` -�� \ -j \ \ - DUCTILE IRON PIPE 0 W PLACE AND COMPACT Qck: o z \ \ SEE NOTE N0. 5 TEE SEE BELOW AS NECESSARY O 0 ? PER SPECIFICATION W Z p '' ♦�^/� z Q_ 11 1/4', 22 1/2' v� Z \ I- Lu Q p W / o CROSS USED AS TEE Z J 45% OR 90' BEND a- o Q PIPE O.D. + 24 IN. WIL U MAX. WIDTH i Q Q 12» l k j k u \ INITIAL BACKFILL � EMBEDMENT J W W �� 1 12" ; "� W p SPRING \ MATERIAL �� IL W L) V\ MAX. MAX. is Q LINE v co w INVERT OF HAUNCHING IL 1 PIPE 1 BEDDING, 6" MIN. L L 1E ♦^ � o �i IF REQUIRED v♦ J 1/2 PIPE "O.D." \ FOUNDATION 1 R \ o i L �i z ^/ li a ° ."::: : : : : : : : : : . (REQUIRED)E REDUCER I �+ LL N HAND PLACED LOWER QUADRANT TO BE Z o SHAPED TO RECEIVE PIPE \ ✓ `�' `` o SELECT MATERIAL TEE USED AS IL w BELL AND BARREL CROSS USED AS t Z BACKFILLING REQUIREMENTS so' BEND 90' BEND Q O co N.T.S. - - LV IL _ of V ° \' U w NOTES: NOTES: -► I o i ./ ✓ �� I of H a z 1) THE CONTRACTOR SHALL COMPLY WITH REQUIREMENTS OF THE FLORIDA TRENCH L L U) Q "' SAFETY ACT. 1) IN CERTAIN SOIL CONDITIONS A FOUNDATION MAY BE REQUIRED. � i LL 2) INITIAL BACKFILL SHALL BE HAND PLACED TO 12" ABOVE THE PIPE. BACKFILL 2) BEDDING IS REQUIRED PRIMARILY TO BRING THE TRENCH BOTTOM UP TO GRADE. L _I 4 VALVE z SHALL BE MECHANICALLY TAMPED TO A MINIMUM OF 100% OF MAX. DENSITY AS BEDDING MATERIALS SHALL PROVIDE A UNIFORM AND ADEQUATE LONGITUDINAL \•\ z DETERMINED BY AASHTO METHOD T-99. SUPPORT UNDER THE PIPE. o a 3) HAUNCHING MATERIAL SHALL BE HAND PLACED TO THE SPRINGLINE OF THE PIPE. OFFSET z MATERIAL SHALL BE CONSOLIDATED UNDER THE PIPE AND HAND TAMPED TO WYE ui PROVIDE ADEQUATE SIDE SUPPORT. o = DAVID C. BAGGETT, P.E.(DATE) 4) INITIAL BACKFILL MATERIAL SHALL BE HAND PLACED TO 12" ABOVE THE TOP OF y- #81375 PIPE. THE SOIL SHALL BE COMPACTED TO 1009 MAX. DENSITY.(AASHTO T-99) OIL Lu co TYPICAL TRENCH DETAILui 5) BACKFILL SHALL BE COMPACTED TO 1007 OF MAX. DENSITY AS PER AASHTO T-99, `\ NOTE: r L O PLEASE REFER TO FORT PIERCE UTILTIES STANDARD SEPARATION STATEMENT FOR w Il N.T.S. TO A POINT 30" BELOW PROPOSED PROFILE GRADE OR EXISTING GRADE. THE FINAL qmff\\\ WATER / SEWER CONFLICTS. 6 z 30' OF BACKFILL SHALL BE COMPACTED TO 989 OF MAX. DENSITY AS PER AASHTO - M T-180. I ^ ��✓" co N o 6) DENSITY TEST SHALL BE PERFORMED AT AREAS DETERMINED BY THE UTILITIES 10250 SW VILLAGE PARKWAY-SUITE 201 0 PORT SAINT LUCIE, FL 34987 z ENGINEER OR PERMIT AGENCY HAVING JURISDICTION, AT THE CONTRACTORS DEAD END VERTICAL END HYDRANT RUNOUT EXPENSE. UTILITY CROSSING DETAIL 772-462-2455 o U) N.T.S. Q w 7) CONTRACTOR TO COMPLY WITH ALL FEDERAL, STATE AND LOCAL TRENCH SAFETY MECHANICAL JOINT ANCHORING REQUIREMENTS v 0 a 0 T. REGULATIONS. N.T. z w PIS TYPICAL TRENCH DETAILS P BACKFILLING REQUIREMENTS P MECHANICAL REQUIREMENTS OINT P UTILITY CROSSING DETAIL M-2 �s' M-3 �p�' M-5 19-319 z O 03-09 N07ES SLL JLC 03-09 MEGALUGS SLL JLC IY Lu DATE: REVISION: BY: APPD: WATER WASTEWATER ENGINEERING DATE REVISION: BY.• APPD: WATER WASTEWATER ENGINEERING DATE• REVISION: BY. APPD: WATER WASTEWATER ENGINEERING - LN7E REVISION: BY* APPD: WATER WASTEWATER ENGINEERING w 2 E DESIGNED: COMPUTER FILE# DESIGNED., COMPUTER FILE f DESIGNED: COMPUTER FILE I DESIGNED: COMPUTER FILE w JJM MISC DETAILS 200602.DWG JJM MISC DETAILS 200602.DWG JJM MISC DETAILS 200602.DWG JJM MISC DETAILS 200602.DWG 0 cm o _ DRAWN BY. SCALE: FT. PIERCE UTILITIES AUTHORITY - DRAWN BY., SCALE: Fr. PIERCE UTILITIES AUTHORITY - DRAWN er scacE: Fr PIERCE UTILITIES AUTHORITY - DRAWN BY. SCALE: FT. PIERCE UTILITIES AUTHORITY m JJM N.T.S. JJM N.T.S. a JJM N.T.S. JJM N.T.S. fl A APPROVED: DATE. SHEET A APPROVED: D47E SHEET BORDER BY... A APPROVED: DATE SHEET BORDER BY... A APPROVED., DATE SHEET BORDER BY... w JLC 2010 1 OF 1 JLC 2010 1 OF I David L. Pritzlaff JLC 2010 1 OF I David L. Pritzlaff JLC 2010 1 OF 1 David L. Pritzlaff 11 OF 1 #2A ~ 0 r] Q U rn � m 0 N U w ICI GENERAL NOTES 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING CERTIFIED MATERIAL TEST RESULTS TO THE ENGINEER OF THE 8. WHERE SODDING WILL BE DONE,ALL LOOSE ROCK,WOODY MATERIAL,AND OTHER OBSTRUCTIONS THAT WILL INTERFERE WITH SOIL RECOMMENDATION AND REQUIREMENTS RECORD PRIOR TO THE RELEASE OF FINAL CERTIFICATION BY THE ENGINEER. TEST RESULTS MUST INCLUDE,BUT MAY NOT BE SODDING SHALL BE REMOVED AND THE AREA SHALL BE REASONABLY SMOOTH AND UNIFORM. LIME AND FERTILIZER WILL BE PLEASE REFER TO GFA REPORT 19-2974.00 DATED JUNE 21, 2019 1. ANY DISCREPANCIES ON THE DRAWINGS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER BEFORE COMMENCING WORK. LIMITED TO,DENSITIES FOR SUBGRADE AND BASE DENSITIES AT UTILITY CROSSINGS,MANHOLES,INLETS,AND STRUCTURES. APPLIED IN THE SAME QUANTITY AND MANNER AS SPECIFIED BY THE MANUFACTURER. NO FIELD CHANGE OR DEVIATIONS FROM THE DESIGN ARE TO BE MADE WITHOUT PRIOR APPROVAL OF THE ENGINEER. TEST SHALL INCLUDE ASPHALT GRADATION REPORTS,CONCRETE CYLINDERS,ETC. DENSITY TESTS SHALL BE PERFORMED AT 1. STRIPPING AND GRUBBING: THREE(3)LOCATIONS AROUND ANY STRUCTURE. BEGIN TESTING IN THE FIRST FOOT ABOVE THE BOTTOM OF THE STRUCTURE 9. THE SOD STRIPS SHALL BE LAID IN A STAGGERED PATTERN WITH SNUG EVEN JOINTS. ALL JOINTS SHALL BE BUTTED TIGHT TO DURING THE GRUBBING OPERATION,ROOTS WITH A DIAMETER GREATER THAN INCH,OR SMALL ROOTS IN A DENSE STATE, 2. THE CONTRACTOR SHALL CONTACT ENGINEER OF RECORD,THE APPROPRIATE GOVERNMENTAL JURISDICTIONAL AGENCY AND AND THEN EVERY TWO FEET TO WITHIN TWO FEET OF THE FINISH GRADE;THESE DENSITY REQUIREMENTS ARE THE MINIMUM. PREVENT VOIDS. IMMEDIATELY FOLLOWING SOD PLACEMENT,IT SHALL BE ROLLED OR TAMPED TO INSURE SOLID CONTACT OF ALL OTHER CONCERNED UTILITIES AT LEAST 2 FULL BUSINESS DAYS IN ADVANCE OF CONSTRUCTION OPERATIONS. SHOULD BE GRUBBED AND COMPLETELY REMOVED WITHIN AND TO A DISTANCE OF 5 FEET BEYOND ROADWAY LIMITS. THE CONTRACTOR SHALL VERIFY DENSITY REQUIREMENTS AND PROTOCOLS WITH THE LOCAL APPROVING AUTHORITY PRIOR ROOT MAT TO SOIL SURFACE. THE SOD SHALL BE SECURELY ANCHORED TO THE SOIL BY PINNING WITH STAPLES OR WOODEN PROOF-ROLLING THE CLEARED SURFACE IS RECOMMENDED TO LOCATE ANY UNFORESEEN SOFT AREAS OR UNSUITABLE TO CONSTRUCTION OR BIDDING OF THE PROJECT. PEGS WHEN PLACED ON SLOPES 3:1 OR STEEPER. COST OF STAPLES AND PEGS SHALL BE INCIDENTAL TO THE SOD UNIT PRICE. 3. THE LOCATION AND SIZE OF ALL EXISTING UTILITIES SHOWN ON THE PLANS ARE APPROXIMATE AND ARE BASED ON THE BEST SURFACE OR LOOSE TO LOOSE FINE SAND SOILS WITHIN THE TOP 3 TO 4 FEET,AND TO PREPARE THE EXISTING SURFACE FOR AVAILABLE INFORMATION. ADDITIONAL UTILITIES MAY EXIST WHICH ARE NOT SHOWN ON THE PLANS. THE CONTRACTOR SHALL PIN OR PEG EACH SEPARATE PIECE OF SOD PLACED OR EVERY 3 FEET ALONG EACH CONTINUOUS STRIP OF SOD. THE ADDITION OF THE FILL SOILS(AS REQUIRED). ONE COVERAGE CONSISTS OF PARALLEL PASSES OF THE VIBRATORY ROLLER BE RESPONSIBLE FOR PHYSICALLY LOCATING ALL EXISTING UTILITIES. THE CONTRACTOR SHALL VERIFY ALL UTILITIES BY 5. ALL INLETS AND PIPE SHALL BE PROTECTED DURING CONSTRUCTION TO PREVENT SILTATION IN THE DRAINAGE SYSTEMS BY WAY TRAVELING AT"WALKING SPEED". EACH PASS SHOULD OVERLAP THE PRECEDING PASS BY 30%TO INSURE COMPLETE COVERAGE. IL ELECTRONIC METHODS AND BY HAND EXCAVATION IN COORDINATION WITH ALL UTILITY COMPANIES,PRIOR TO BEGINNING ANY OF TEMPORARY PLUGS AND PLYWOOD OR PLASTIC COVERS OVER THE INLETS. THE ENTIRE DRAINAGE SYSTEMS SHALL BE SOIL EROSION PLAN ENGINEERS 0 SURVEYORS CONSTRUCTION OPERATIONS. ANY AND ALL CONFLICTS OF EXISTING UTILITIES WITH PROPOSED IMPROVEMENTS SHALL BE SUBSEQUENT COVERAGES SHOULD BE CONDUCTED IN A DIRECTION PERPENDICULAR TO THE PRECEDING COVERAGE. IN AREAS ENVIRONMENTAL RESOLVED BY THE ENGINEER AND THE OWNER PRIOR TO BEGINNING ANY CONSTRUCTION OPERATIONS. THIS WORK BY THE CLEANED OF ALL DEBRIS PRIOR TO FINAL ACCEPTANCE. ALL CONCRETE SHALL BE A MINIMUM 3,000 PSI. SOME LOCAL THAT CONTINUE TO"YIELD"REMOVE ALL DELETERIOUS MATERIAL AND REPLACE WITH A CLEAN,COMPACTED SAND BACKFILL. IL CONTRACTOR SHALL BE CONSIDERED INCIDENTAL TO THE CONTRACT AND NO ADDITIONAL COMPENSATION SHALL BE ALLOWED. GOVERNMENT STORMWATER PROJECTS MAY REQUIRE TELEVISING OF THE STORM SEWER. CONTRACTOR SHOULD BE 1. NO POLLUTION OR EROSION CAUSED BY THIS PROJECT WILL BE ALLOWED IN THE STORMWATER DRAINAGE SYSTEM. THE THE PROOF ROLLING SHOULD PRODUCE A DENSITY EQUIVALENT TO 98%OF THE MODIFIED PROCTOR(AASHTO T-180)MAXIMUM KNOWLEDGEABLE OF THIS REQUIREMENT PRIOR TO BIDDING OF THE PROJECT. CONTRACTOR SHALL INSTALL ANY DEVICES NECESSARY TO PREVENT POLLUTION OR EROSION. THE COST OF POLLUTION AND DRY DENSITY VALUE FOR A DEPTH OF 3 FEET IN THE ROADWAY AREA. ADDITIONAL PASSES MAY BE REQUIRED IF THESE MINIMUM 11 10250 VILLAGE PARKWAY z_ 4. PROJECT SUPERINTENDENT: THE CONTRACTOR SHALL PROVIDE A QUALIFIED SUPERINTENDENT TO REMAIN ON THE JOB SITE AT EROSION CONTROL SHALL BE INCIDENTAL TO THE COST OF THE CONSTRUCTION. DENSITY REQUIREMENTS ARE NOT ACHIEVED. SUITE 201 6 ALL TIMES WHEN WORK IS BEING PERFORMED. THE SUPERINTENDENT SHALL BE PRESENT AT THE PRE-CONSTRUCTIONMEETING. IE PORT ST. LUCIE, FL 34987 Lu THE CONTRACTOR SHALL NOTIFY THE OWNER BY LETTER,PRIOR TO THE PRE-CONSTRUCTION MEETING,APPOINTING THE 6. ALL PROPOSED ELEVATIONS REFER TO FINISHED GRADES. O SUPERINTENDENT FOR THIS PROJECT INCLUDING A FORMAL RESUME SHOWING QUALIFICATIONS. 2. PRIOR TO CONSTRUCTION,THE CONTRACTOR SHALL SUBMIT A SITE SPECIFIC SOIL EROSION CONTROL PLAN. IN GENERAL,THE 2. FILL REPLACEMENTS: SOIL EROSION CONTROL PLAN SHALL REQUIRE THAT ALL ON-SITE SOILS WILL REMAIN ON-SITE AND WILL NOT ERODE INTO THE • WHERE FILL IS TO BE PLACED ON NATURAL GROUND,THE SURFACE MUST FIRST BE PREPARED AS OUTLINED ABOVE. THE FILL AT 772-462-2455 >_ 7. THE CONTRACTOR MUST OBTAIN A WATER USE PERMIT PRIOR TO CONSTRUCTION DEWATERING UNLESS THE WORK QUALIFIES - 5. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO ENSURE HIS COMPLETE FAMILIARITY WITH THE PROJECT SITE AND ADJACENT ROADSIDE SWALES,ADJACENT PROPERTIES OR RETENTION DITCHES. ALL EXISTING SWALES SHALL REMAIN GRADE SHOULD EXTEND A MINIMUM OF FIVE FEET(5')BEYOND THE STRUCTURE OUTLINE. �www.edc-inc.com FOR A GENERAL PERMIT PURSUANT TO SUBSECTION 40E-20 302(4),F.A C. m COMPONENTS TO INCLUDE SUBSURFACE CONDITIONS OF SOIL AND GROUNDWATER TABLE. BY SUBMITTAL OF A BID FOR THIS SODDED DURING CONSTRUCTION. THE CONTRACTOR SHALL SCARIFY ONLY AS NECESSARY TO CONSTRUCT THE PROJECT. • FILL SHOULD BE A UNIFORM FREE DRAINING GRANULAR SOIL(CLEAN SAND), INORGANIC(CLASSIFIED AS SP/GW)CONTAINING g PROJECT,THE CONTRACTOR ACKNOWLEDGES HIS COMPLETE UNDERSTANDING AND RESPONSIBILITIES WITH RESPECT TO THE THE CONTRACTOR SHALL SCARIFY AREAS TO PLACE VARIOUS PIPE WORK. AFTER PLACEMENT OF THE PIPE,THESE TRENCHES NOT MORE THAN 5%(BY WEIGHT)FIBROUS ORGANIC MATERIALS AND BE PLACED IN LAYERS NOT TO EXCEED 12 INCHES LOOSE CONSTRUCTION ACTIVITIES REQUIRED UNDER THE SCOPE OF THIS PROJECT. STORM SEWER NOTES SHALL BE BACKFILLED AND COMPACTED TO 98%MODIFIED PROCTOR AASHTO T-180. PRIOR TO DISCHARGE FROM THE SITE, MEASURE AND COMPACTED AS OUTLINED ABOVE. SUFFICIENT COMPACTIVE EFFORT SHOULD BE APPLIED TO OBTAIN A MINIMUM O SILTATION BARRIERS SHALL BE UTILIZED AS PER THE MOST RECENT FLORIDA STORMWATER EROSION AND SEDIMENTATION OF 98%OF THE MODIFIED PROCTOR(AASHTO T-180)MAXIMUM VALUE. F.B.P.E.CERTIFICATE OF AUTHORIZATION 9935 L.B.CERTIFICATE OF AUTHORIZATION 8098 H 6. THE"TRENCH SAFETY ACT"SHALL BE INCORPORATED INTO THIS CONTRACT AS ENHANCED BY THE LEGISLATURE OF THE STATE 1. STANDARD SEPARATION FOR ALL WATER AND/OR WASTEWATER MAINS,HORIZONTAL AND VERTICAL,SHALL BE PER FDEP CONTROL INSPECTOR'S MANUAL. THE DRAINAGE WHICH OUTFALLS TO THE RETENTION AREAS SHALL BE STABILIZED AND • FILL MATERIAL HAVING SILT/CLAY-SIZE FINES IN EXCESS OF 10%SHOULD NOT BE USED,INCLUDING CYCLONE SAND MATERIAL. w OF FLORIDA TO BE IN EFFECT AS OF OCTOBER 1,1990. REQUIREMENTS,PROVISIONS OF F.A.C.RULE 62.604 AND TEN STATES STANDARD OR LOCAL MUNICIPALITIES,WHICHEVER IS SODDED IMMEDIATELY UPON COMPLETION OF CONSTRUCTION. ANY DEWATERING OR PUMPING OF WATER INTO THE ROADSIDE • REFER TO LANDSCAPING PLANS FOR GUIDANCE ON ANY FILL MATERIAL TO BE LOCATED IN ANY PLANTING AREAS. coMORE STRINGENT. SWALES OR RETENTION SWALES SHALL BE STAKED WITH SILTATION FENCES AS PER THE MOST RECENT FLORIDA 7. AS-BUILT PLANS: THE CONTRACTOR SHALL PROVIDE ONE(1)REPRODUCIBLE MYLAR COPY,TWO(2)BLACK LINE COPIES AND ONE STORMWATER EROSION AND SEDIMENTATION CONTROL INSPECTOR'S MANUAL TO AVOID FILLING THESE AREAS. UPON 3. EXCAVATION AND BACKFILLING: o cn (1)DIGITAL FORMAT(CAD&PDF)OF A CERTIFIED AS-BUILT SURVEY.DRAWINGS SHALL BE IN STATE PLANE COORDINATES AND 2. ALL DISTURBED OUTFALL DRAINAGE AREAS SHALL BE SODDED UPON COMPLETION OF GRADING AFTER AS-BUILT GRADE COMPLETION OF THE SITE WORK,ALL AREAS SHALL BE SODDED TO AVOID EROSION. CONTRACTOR IS REQUIRED TO COMPLY • WHERE EXCAVATION AND BACKFILLING ARE REQUIRED,THE SOILS SHOULD BE REMOVED TO THE SPECIFIED DEPTH.SUFFICIENT o U MEET PSLUSD REQUIREMENTS.DRAWINGS SHALL BEAR THE ORIGINAL SIGNATURE AND EMBOSSED SEAL OF THE SURVEYOR AND WITH ALL STATE WATER QUALITY CRITERIA. SPECIFICALLY,NO OFF-SITE DISCHARGES WILL BE ALLOWED WHICH EXCEED THE COMPACTIVE EFFORT MUST THEN BE APPLIED TO THE EXCAVATED SURFACE TO OBTAIN A MINIMUM OF 98%OF THE MODIFIED z ELEVATIONS ARE APPROVED BY THE ENGINEER. > °No SHALL BE SUBMITTED AFTER THE COMPLETION OF CONSTRUCTION,BUT PRIOR TO FINAL APPROVAL. THE AS-BUILT SURVEY SHALL STATE TURBIDITY CRITERIA. PROCTOR(AASHTO T-180)MAXIMUM VALUE.BACKFILL SHALL BE UNIFORM FREE DRAINING GRANULAR SOIL(CLEAN SAND)AND o m - w N z w Cl wBE PREPARED IN PLAN AND PROFILE FORMAT BY A LICENSED PROFESSIONAL LAND SURVEYOR REGISTERED IN THE STATE OF BE PLACED IN LAYERS NOT TO EXCEED 12 INCHES LOOSE MEASURE. SUFFICIENT COMPACTIVE EFFORT SHOULD BE APPLIED TO z � z � z 0 p O J¢ d Q 3. PRIOR TO FINAL PAYMENT FOR RETENTION,DETENTION AND DRAINAGE DITCH QUANTITIES,ALL SLOPES AND SWALES SHALL BE a } } FLORIDA AND SHALL COMPLY WITH APPLICABLE PROVISIONS OF THE FLORIDA ADMINISTRATIVE CODE AND CHAPTER 472 OF THE WATER QUALITY NOTES EACH LAYER TO OBTAIN A MINIMUM OF 98%OF THE MODIFIED PROCTOR(AASHTO T-180)MAXIMUM VALUE. THE EXCAVATED 0 (9 � Q J U) Q U) N p m SODDED TO AVOID EROSION. cn � -i U) o z FLORIDA STATUES. THE DRAWINGS SHALL BE AT A SCALE COMPARABLE TO THE DESIGN DRAWINGS PREPARED BY THE ENGINEER SURFACE AND EACH LAYER OF BACKFILL SHOULD BE COMPACTED WITH A SELF-PROPELLED STEEL DRUM VIBRATORY ROLLER w 0 0 w Q O AND SHALL REFERENCE THE BASE LINE OF SURVEY APPEARING ON THE ENGINEERING DRAWINGS. THE HORIZONTAL AND 1. THE CONTRACTOR MUST MAINTAIN A COPY OF THE LATEST LOCAL WATER MANAGEMENT DISTRICT SURFACE WATER PERMIT, HAVING A MINIMUM TOTAL APPLIED FORCE OF 180 TONS. ° a VERTICAL LOCATION OF THE ROADWAYS,DRAINAGE FACILITIES AND ALL APPURTENANCES SHALL BE ACCURATELY DEPICTED TO 4. THERE IS TO BE NO OFF-SITE HAULING WITHOUT PRIOR APPROVAL AND ALL EXCAVATED MATERIAL SHALL BE USED ON-SITE. COMPLETE WITH ALL CONDITIONS,ATTACHMENTS,EXHIBITS AND PERMIT MODIFICATIONS IN GOOD CONDITION AT THE rn o COORDINATION WITH THE OWNER IS REQUIRED FOR THE REMOVAL OF ANY UNSUITABLE MATERIALS. Q SCALE AND SHALL BE IDENTIFIED RELATIVE TO THE BASE LINE AND TO READILY IDENTIFIABLE PERMANENT OR SEMI-PERMANENT CONSTRUCTION SITE. THE COMPLETE PERMIT MUST BE AVAILABLE FOR REVIEW UPON REQUEST BY DISTRICT REPRESENTATIVES. 4. FOOTING EXCAVATION: m 0 REFERENCE POINTS EXISTING AFTER THE COMPLETION OF CONSTRUCTION. LOCATIONS SHALL BE SHOWN FOR ALL FITTINGS, THE CONTRACTOR SHALL REVIEW THE COMPLETE PERMIT PRIOR TO COMMENCEMENT OF THE ACTIVITY AUTHORIZED BY THE SEE SOILS LABORATORY RECOMMENDATIONS. Q VALVES,HYDRANTS,MANHOLES,SAMPLE POINTS,AIR RELEASES,ETC.,BOTH HORIZONTAL AND VERTICAL,AND THE LOCATION OF 5. THE CONTRACTOR SHALL CONSTRUCT THE STORMWATER MANAGEMENT SYSTEM IN A MANNER SO AS TO MINIMIZE ANY ADVERSE PERMIT. z THE MAIN AT EACH BASELINE STATION AS SHOWN ON THE PLANS(100 FEET MAXIMUM)BOTH HORIZONTAL AND VERTICAL. IMPACTS OF THE WORKS ON FISH,WILDLIFE,NATURAL ENVIRONMENTAL VALUES AND WATER QUALITY ON OR OFF-SITE. THE 5. GROUNDWATER: I— UNDERGROUND FACILITIES(I.E.,DRAINAGE,GAS,ELECTRIC,TELEPHONE,ETC.)CROSSING THE MAINS SHALL BE ACCURATELY CONTRACTOR SHALL INSTITUTE NECESSARY MEASURES DURING THE CONSTRUCTION PERIOD,INCLUDING FULL COMPACTION OF 2. ALL ACTIVITIES SHALL BE IMPLEMENTED AS SET FORTH IN THE PLANS,SPECIFICATIONS AND PERFORMANCE CRITERIA AS • HEAVY RAINFALL AND/OR A HIGH WATER TABLE MAY OCCUR BEFORE THE EARTHWORK COMMENCES,OR DURING THE N SHOWN BOTH HORIZONTAL AND VERTICAL AND SHALL IDENTIFY SIZE,TYPE,FACILITY,MATERIAL AND CLEARANCE. ALL ANY FILL MATERIAL PLACED AROUND NEWLY INSTALLED STRUCTURES TO REDUCE EROSION,TURBIDITY,NUTRIENT LOADING AND APPROVED BY LOCAL SURFACE WATER PERMIT. ANY DEVIATION FROM THE PERMITTED ACTIVITY AND THE CONDITIONS FOR EARTHWORK OPERATION. WHEN THESE CONDITIONS OCCUR AND THE SITE PREPARATION CANNOT BE ACHIEVED AS SPECIFIED, Oz INFORMATION SHALL BE BASED UPON MEASUREMENTS AND OBSERVATIONS MADE IN THE FIELD BY THE SURVEYOR CERTIFYING SEDIMENTATION IN THE RECEIVING WATERS. UNDERTAKING THAT ACTIVITY SHALL BE CONSIDERED A VIOLATION OF THE PERMIT. PRIOR TO ANY WORK COVERED BY A PERMIT AN EXCAVATION OF THE EXISTING CONDITIONS SHOULD BE CONDUCTED AND THE SPECIFICATIONS REVISED ACCORDINGLY. � THE SURVEY OR BY PERSONNEL UNDER HIS EMPLOYMENT,DIRECTION AND SUPERVISION. THE COST FOR PREPARING AND FROM SOUTH FLORIDA WATER MANAGEMENT DISTRICT(SFWMD),A NOTICE OF CONSTRUCTION COMMENCEMENT(FORM 0960) MAINTAINING THE AS-BUILT PLANS SHALL BE COVERED UNDER PAY ITEM 102-2A. MUST BE SUBMITTED TO SFWMD BY THE PERMITTEE OR AUTHORIZED AGENT. 6. PAVING AREAS SUITABLE FILL MATERIAL AND THE COMPACTION OF FILL SOILS: IL z 6. WITHIN THIRTY(30)DAYS AFTER COMPLETION OF CONSTRUCTION OF THE SURFACE WATER MANAGEMENT SYSTEM,THE w • ALL FILL MATERIAL SHOULD BE FREE OF ORGANIC MATERIALS,SUCH AS ROOTS AND VEGETATION AS A GENERAL GUIDE TO AID 8. THE CONTRACTOR SHALL PREPARE A PLAN SHOWING THE SCHEDULE OF WORK,INCLUDING A HIGHLIGHTED PLAN SHOWING THE CONTRACTOR SHALL ASSIST THE DESIGN ENGINEER TO PROVIDE A WRITTEN STATEMENT OF COMPLETION AND CERTIFICATION BY A FLORIDA PROFESSIONAL ENGINEER. THESE STATEMENTS MUST SPECIFY THE ACTUAL DATE OF CONSTRUCTION COMPLETION 3. THE LOCAL WATER MANAGEMENT DISTRICT AUTHORIZED STAFF,UPON PROPER IDENTIFICATION,MUST BE GRANTED PERMISSION THE CONTRACTOR,USE FILLINGS WITH 3 TO 12 PERCENT BY DRY WEIGHT OF MATERIAL PASSING THE U.S.STANDARDS NO.200IL 3: ORDER OF CONSTRUCTION WHICH WILL FACILITATE MAINTAINING EXISTING SERVICES DURING CONSTRUCTION. THIS PLAN SHALL AND MUST CERTIFY THAT ALL FACILITIES HAVE BEEN CONSTRUCTED IN SUBSTANTIAL CONFORMANCE WITH THE PLANS AND TO ENTER,INSPECT AND OBSERVE THE SYSTEM TO INSURE CONFORMITY WITH THE PLANS AND SPECIFICATIONS APPROVED BY SIEVE SIZE. WITH PROPER MOISTURE CONTROL,THESE SOILS SHOULD DENSIFY USING VIBRATORY COMPACTION METHODS. D BE IN ACCORDANCE WITH THE FLORIDA DEPARTMENT OF TRANSPORTATION MAINTENANCE OF TRAFFIC AND STAGING PLAN. THE PERMIT. SOILS WITH MORE THAN 12%PASSING THE NO.200 SIEVE WILL BE MORE DIFFICULT TO COMPACT. co z T_ LOCATIONS AND DIMENSIONS OF THE COMPONENTS OF THE SURFACE WATER MANAGEMENT FACILITIES. ADDITIONALLY, IF ui 3: 9. ALL CONSTRUCTION TO BE IN ACCORDANCE WITH FLORIDA DEPARTMENT OF TRANSPORTATION,DESIGN STANDARDS DATED DEVIATIONS FROM THE APPROVED DRAWINGS ARE DISCOVERED DURING THE CERTIFICATION PROCESS,THE CERTIFICATION 4. PRIOR TO AND DURING CONSTRUCTION,THE CONTRACTOR SHALL IMPLEMENT AND MAINTAIN ALL EROSION AND SEDIMENT 7. ALL IMPORTED FILL SHALL HAVE RADIUM 226 CONTENT LESS THAN 1.0 PCI PER GRAM. 2 z 2018-19,AND STANDARD SPECIFICATIONS FOR ROADWAY AND BRIDGE CONSTRUCTION DATED 2018.UTILITY CONSTRUCTION TO MUST BE ACCOMPANIED BY A COPY OF THE APPROVED PERMIT DRAWINGS WITH DEVIATIONS NOTED. SEE ALSO AS-BUILT CONTROL MEASURES(BEST MANAGEMENT PRACTICES)REQUIRED TO RETAIN SEDIMENT ON-SITE AND TO PREVENT VIOLATIONS 0 Lu OF STATE WATER QUALITY STANDARDS. ALL PRACTICES MUST BE IN ACCORDANCE WITH THE GUIDELINES AND SPECIFICATIONS EXCAVATION FOR STRUCTURES AND PIPES g CONFORM TO THE PSLUSD UTILITY STANDARDS MANUAL DATED 2015. REQUIREMENTS. O U IN CHAPTER 6 OF THE FLORIDA LAND DEVELOPMENT MANUAL: A GUIDE TO SOUND LAND AND WATER MANAGEMENT(FLORIDA IL in 0❑ DEPARTMENT OF ENVIRONMENTAL REGULATIONS 1988),WHICH ARE HEREBY INCORPORATED BY REFERENCE,UNLESS A 1. EARTHWORK AND RELATED OPERATIONS PERFORMED ON STRUCTURES AND PIPES SHALL BE CONDUCTED IN ACCORDANCE Lu 10. ALL UNDERGROUND MUNICIPAL UTILITIES,FIBER OPTIC,TELEPHONE,FPL,LOCAL CABLE AND ALL OTHER LOCAL UTILITY COMPANY 7. A STABLE PERMANENT AND ACCESSIBLE ELEVATION REFERENCE SHALL BE ESTABLISHED ON OR WITHIN ONE HUNDRED(100) PROJECT'S SPECIFIC EROSION AND SEDIMENT CONTROL PLAN IS APPROVED AS PART OF THE SFWMD PERMIT, IN WHICH CASE WITH SECTIONS 125 AND OTHER APPLICABLE SECTIONS OF THE F.D.O.T.STANDARD SPECIFICATIONS FOR ROADWAY AND U) IL LOCATIONS SHOWN ARE TAKEN FROM INFORMATION PROVIDED BY THAT UTILITY COMPANY. THESE LOCATIONS HAVE NOT BEEN FEET OF ALL PERMITTED DISCHARGE STRUCTURES NO LATER THAN THE SUBMISSION OF THE CERTIFICATION TO THE WATER THE PRACTICES MUST BE IN ACCORDANCE WITH THE PLAN. IF SITE'S SPECIFIC CONDITIONS REQUIRE ADDITIONAL MEASURES BRIDGE CONSTRUCTION(LATEST EDITION)UNLESS OTHERWISE SHOWN ON THE PLANS. IE z VERIFIED IN THE FIELD. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION. MANAGEMENT DISTRICT. THE LOCATION OF THE ELEVATION REFERENCE MUST BE NOTED ON OR WITHIN THE CERTIFICATION DURING ANY PHASE OF CONSTRUCTION OR OPERATION TO PREVENT EROSION OR CONTROL SEDIMENT,BEYOND THOSE JE O THE CONTRACTOR SHALL EXPOSE ALL CROSSINGS WITH PUBLIC&PRIVATE UTILITIES PRIOR TO BEGINNING CONSTRUCTION AND REPORT. SPECIFIED IN THE EROSION AND SEDIMENT CONTROL PLAN,THE CONTRACTOR SHALL IMPLEMENT ADDITIONAL BEST � w 2. REMOVAL OF UNSUITABLE,ORGANIC OR PLASTIC MATERIAL SHALL BE PERFORMED AT THE CONTRACTOR'S EXPENSE AND � z DELIVERY OF PIPE. THE CONTRACTOR SHALL USE EXTREME CAUTION WITHIN THE VICINITY OF PUBLIC&PRIVATE UTILITY MANAGEMENT PRACTICES AS NECESSARY,IN ACCORDANCE WITH THE SPECIFICATIONS IN CHAPTER 6 OF THE FLORIDA LAND SHALL BE INCIDENTAL TO OTHER WORK. < Q FACILITIES. THE CONTRACTOR WILL REQUEST THE PRESENCE OF THE RESPECTIVE UTILITY REPRESENTATIVES DURING DEVELOPMENT MANUAL: A GUIDE TO SOUND LAND AND WATER MANAGEMENTDEPARTMENT OF ENVIRONMENTAL w 8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CORRECTION OF ANY EROSION OR SHOALING OF THE WATER QUALITY (FLORIDA( p w CONSTRUCTION IN THE VICINITY OF THEIR FACILITIES EVEN IF A PROFILE OF THE UTILITY FACILITIES IS PROVIDED IN THESE REGULATION 1988 . THE CONTRACTOR SHALL CORRECT ANY EROSION OR SHOALING THAT CAUSES ADVERSE IMPACTS TO THE Q � MANAGEMENT SYSTEM. ) Of DRAWINGS. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING THE PUBLIC&PRIVATE UTILITIES AND VERIFYING/OBTAINING WATER RESOURCES AT NO ADDITIONAL COST TO OWNER. 3. UTILIZATION OF MATERIALS WITHIN THE WORK LIMITS SHALL BE AS DIRECTED BY THE GEOTECHNICAL ENGINEER UNLESS U- a a THE LOCATION(S)OF THESE FACILITIES. OTHERWISE SHOWN ON THE PLANS. o 9. INLETS(PER FDOT ROAD AND BRIDGE CONSTRUCTION SPECIFICATIONS 425/430): INCLUDES THE LIST OF MATERIALS/ 5. WITHIN 30 DAYS AFTER COMPLETION OF THE STORMWATER SYSTEM,THE CONTRACTOR MUST ASSIST IN SUBMITTING TO THE p 0- INSTALLATION/DEWATERING STABILIZATION/AS-BUILT SURVEYING/TESTING. ALL STRUCTURES WILL REQUIRE THREE(3) PIPE AND STRUCTURE BACKFILL o 11. ANY NGVD 29 AND NAVD 88 MONUMENT WITHIN THE LIMITS OF CONSTRUCTION IS TO BE PROTECTED. IF IN DANGER OF DAMAGE, SOUTH FLORIDA WATER MANAGEMENT DISTRICT THE FOLLOWING: DISTRICT FORM EN-45(AS-BUILT CERTIFICATION BY A o COMPACTION TESTS AT DIFFERENT LOCATIONS AND UNDER STRUCTURES OR PER LOCAL APPROVING AUTHORITY,WHICHEVER REGISTERED PROFESSIONAL),SIGNED AND SEALED BY AN APPROPRIATE PROFESSIONAL REGISTERED IN THE STATE OF z THE CONTRACTOR SHOULD NOTIFY: IS MORE STRINGENT. Q FLORIDA AND TWO SETS OF AS-BUILT DRAWINGS WHEN,A)REQUIRED BY A SPECIAL CONDITION OF THIS PERMIT;B)THE 1. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE IF EXCAVATED SOILS MEET THE REQUIREMENTS OF THE PROJECT JE o O PROFESSIONAL USES AS-BUILT DRAWINGS TO SUPPORT THE AS-BUILT CERTIFICATION;OR C)WHEN THE COMPLETED SYSTEM PLANS AND SPECIFICATIONS RELATIVE TO MATERIAL CLASSIFICATION. PIPE AND STRUCTURE BACKFILL MATERIAL SHALL BE N Q GEODETIC INFORMATION CENTER LIMITED TO MATERIAL CLASSIFIED AS A-1,A-3 AND A-2-4 IN ACCORDANCE WITH AASHTO M-145 AND SHALL BE COMPACTED IN o p 11 D ATTN: MARK MAINTENANCE CENTER 10. PIPE CULVERTS AND STORM SEWERS SHALL BE CONSTRUCTED AND INSTALLED IN ACCORDANCE WITH SECTION 430 FDOT SUBSTANTIALLY DIFFERS FROM PERMITTED PLANS. THIS SUBMITTAL WILL SERVE TO NOTIFY THE DISTRICT STAFF THAT THE ATTN: M/CG-162 STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION. SYSTEM IS READY FOR INSPECTION AND APPROVAL. ACCORDANCE WITH F.D.O.T.SECTION 125 REQUIREMENTS. o 6001 EXECUTIVE BOULEVARD 2. IF THE BACKFILL MATERIAL IS CLASSIFIED AS A-2-4 BASED ON AASHTO M-145 CRITERIA,THE MAXIMUM PERMISSIBLE MOISTURE � ROCKVILLE,MD 20852 11. HDPE(HIGH DENSITY POLYETHYLENE)CULVERT SHALL BE N-12 INSTALLED PER MANUFACTURER RECOMMENDATIONS. 6. STABILIZATION MEASURES SHALL BE INITIATED FOR EROSION AND SEDIMENT CONTROL ON DISTURBED AREAS AS SOON AS Q PRACTICABLE IN PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITIES HAVE TEMPORARY OR PERMANENTLY CEASED, CONTENT SHALL BE 2 PERCENT ABOVE THE OPTIMUM MOISTURE CONTENT. IL w TELEPHONE: (301)443-8319 MANUFACTURER IS ADS(ADVANCED DRAINAGE SYSTEMS,INC.)AIR ENTRENCHED PIPE. w BUT IN NO CASE MORE THAN SEVEN(7)DAYS AFTER THE CONSTRUCTION ACTIVITY IN THAT PORTION OF THE SITE HAS U) ST.LUCIE COUNTY SURVEYOR TEMPORARILY OR PERMANENTLY CEASED. CLEAN-UP Q 12. REINFORCED CONCRETE PIPE SHALL BE ASTM C-76 CLASS III IN ACCORDANCE WITH SECTION 941 OF THE FDOT STANDARD JE ATTN: REED,PLS Q �3: 2300 ROD OD IA AVENUE SPECIFICATIONS. 7. THE STORMWATER MANAGEMENT SYSTEM MUST BE COMPLETE IN ACCORDANCE WITH THE PERMITTED PLANS AND PERMIT 1. THE CONTRACTOR SHALL MAINTAIN THE JOB SITE IN A NEAT CONDITION AT ALL TIMES AND SHALL RESTORE/REPAIR ALL U FORT PIERCE,FL 34982 CONDITIONS PRIOR TO THE INITIATION OF THE PERMITTED USE OF SITE INFRASTRUCTURE. THE SYSTEM MUST BE COMPLETED DRIVEWAYS,SIDEWALKS,UTILITIES,LANDSCAPING, IRRIGATION SYSTEMS,ETC.,AFFECTED BY CONSTRUCTION ACTIVITIES. JE m TELEPHONE:(772)462-1721 FILTER FABRIC (STORM PIPE JOINTS) IN ACCORDANCE WITH THE PERMITTED PLANS AND PERMIT CONDITIONS PRIOR TO TRANSFERRING RESPONSIBILITY FOR O OPERATION AND MAINTENANCE OF THE STORMWATER MANAGEMENT SYSTEM TO A RESPONSIBLE ENTITY. 2. THE CONTRACTOR SHALL REMOVE ALL EXCESS MATERIALS[If ,DEBRIS,EQUIPMENT,ETC.,FROM THE JOBSITE IMMEDIATELY AFTER J LL 0 12. CONTRACTOR TO UTILIZE"APPROVED FOR CONSTRUCTION"PLANS ONLY. ANY PLANS NOT"APPROVED FOR CONSTRUCTION" THE CONTRACTOR SHALL WRAP ALL STORM PIPE JOINTS. CONSTRUCTION SHALL BE PER F.D.O.T. INDEX NO.430-001 WITH WOVEN COMPLETION OF CONSTRUCTION OPERATIONS. z SHALL BE CONSIDERED PRELIMINARY AND SHOULD NOT BE USED FOR BIDDING OR CONSTRUCTION. GEOTEXTILE TYPE D-3(F.D.O.T.SECTION 985),SECURED W/STRAPPING. ALL JOINTS SHALL BE WRAPPED FOR A MINIMUM OF 18 8, IF DEWATERING IS TO OCCUR DURING ANY PHASE OF CONSTRUCTION OR THEREAFTER AND THE SURFACE WATER PUMP(S), JE w INCHES FROM THE BAND OR JOINT OR BELL AND SPIGOT AS APPLICABLE. O U WELL(S)OR FACILITIES ARE CAPABLE OF WITHDRAWING ONE MILLION GALLONS OF WATER PER DAY OR MORE OR AN AVERAGE 3. FOR FURTHER SITE MAINTENANCE REQUIREMENTS THE CONTRACTOR IS REFERRED TO THE"AGREEMENT BETWEEN OWNER 13. SHOP DRAWINGS FOR ALL STRUCTURES SHALL BE SUBMITTED TO ENGINEER FOR REVIEW AND APPROVAL PRIOR TO ORDERING. DEWATERING OF 1800,000 GALLONS PER DAY OR MORE OVER A YEAR AND ANY DISCHARGE IS TO BE OFF-SITE,THE CONTRACTOR MUST AND CONTRACTOR". JE ^ QAPPLY FOR AND OBTAIN A CONSUMPTIVE USE PERMIT(40C-2)FROM THE SFWMD. CONTRACTOR SHALL NOTIFY ENGINEER IF Z Z L' 14. SHOP DRAWINGS ARE REQUIRED ON ALL STRUCTURES. THE ENGINEER REQUIRES FIVE 5 BUSINESS DAYS TO REVIEW SHOP ADDITIONAL INFORMATION OR APPLICATION MATERIALS ARE NEEDED. ( ) 4. UNLESS OTHERWISE SPECIFIED OR NOTED;ALL DISTURBED AREAS TO BE RESTORED BY CONTRACTOR TO PRE-CONSTRUCTION DRAWINGS AFTER RECEIPT. ADDITIONAL TIME MAY BE REQUIRED IF LOCAL GOVERNMENT OR MUNICIPALITIES REQUIRE AN STORM SEWER PIPES AND STRUCTURES AND UTILITIES SHALL BE LAID"IN THE DRY",UNLESS OTHERWISE APPROVED IN WRITING BY d CONDITION OR BETTER PRIOR TO ACCEPTANCE BY THE OWNER OR LOCAL APPROVING AUTHORITY. INTERNAL REVIEW AND APPROVAL PROCESS. THE UTILITY AND ENGINEER OF RECORD. THE CONTRACTOR,AT NO DIRECT COST TO THE OWNER,SHALL PERFORM ALL DEWATERING JE A H Of ACTIVITY. TRENCH EXCAVATIONS SHALL BE DEWATERED BY USING ONE OR MORE OF THE FOLLOWING METHODS: SOCK DRAINS,WELL 9. WATER QUALITY MONITORING SHALL BE PERFORMED DAILY. SAMPLING SHALL BE PERFORMED IN THE MIDDLE OF ADJACENT 0. 2 POINT SYSTEM,SUMP PUMPS OR OTHER METHOD(S)AS APPROVED BY THE ENGINEER. DEWATERING SYSTEMS SHALL BE UTILIZED IN CHANNELS MEASURING FOR TURBIDITY, 100 FEET UPSTREAM AND 100 FEET DOWNSTREAM OF DISCHARGES. WHEN TURBIDITY FOUNDATION PREPARATION Q U 15. CONCRETE SHALL BE CLASS I-3,000 PSI MINIMUM COMPRESSIVE STRENGTH UNLESS NOTED OTHERWISE. REINFORCING SHALL ACCORDANCE WITH GOOD STANDARD PRACTICE AND MUST BE EFFICIENT ENOUGH TO LOWER THE WATER LEVEL IN ADVANCE OF THE EXCEEDS 29 NTU'S ABOVE BACKGROUND LEVELS AT A SAMPLE POINT 100 FEET UPSTREAM OF DISCHARGES AND/OR 0 NTU'S r ' w BE GRADE 60 DEFORMED STEEL BARS IN ACCORDANCE ASTM A-615. EXCAVATION AND MAINTAIN IT CONTINUOUSLY TO KEEP THE TRENCH BOTTOM AND SIDES FIRM AND DRY. IF THE MATERIAL ABOVE BACKGROUND LEVELS AT A SAMPLE POINT 100 FEET DOWNSTREAM OF DISCHARGES,WORK MUST CEASE AND REMEDIAL 1. CONSTRUCTION METHODS. AREAS ON WHICH FILTER FABRIC AND ARTICULATED CONCRETE BLOCK MATRESSES ARE TO BE v ai ENCOUNTERED AT TRENCH GRADE IS SUITABLE FOR THE PASSAGE OF WATER WITHOUT DESTROYING THE SIDES OR UTILITY MEASURES MUST BE PERFORMED TO RETURN CONDITIONS TO ACCEPTABLE TURBIDITY LEVELS. CONTRACTOR MUST RECEIVE PLACED SHALL BE CONSTRUCTED TO THE LINES AND GRADES SHOWN ON THE DRAWINGS. THE SUBGRADE FOR THE ♦^ w FOUNDATION OF THE TRENCH,SUMPS MAY BE PROVIDED AT INTERVALS AT THE SIDE OF THE MAIN TRENCH EXCAVATION,WITH PUMPS ENGINEER'S APPROVAL PRIOR TO RESTARTING WORK. SAMPLE POINT LOCATIONS ARE IDENTIFIED IN THE SFWMD PERMITS. V♦ U. 16. CONTRACTOR SHALL PROTECT ALL EXISTING ABOVE OR UNDERGROUND STRUCTURES,LANDSCAPE FEATURES,TREES AND ARTICULATED CONCRETE BLOCK MATS SHALL BE FREE OF VOIDS,PITS,OR DEPRESSIONS AND SHALL BE PROOF-ROLLED TO A USED TO LOWER THE WATER LEVEL BY TAKING THEIR SUCTION FROM SAID SUMPS. DISCHARGE FROM DEWATERING SHALL BE V V KO UTILITIES NOT SHOWN ON THE PLANS. THE CONTRACTOR SHALL REPAIR OR REPLACE ANY ITEM DAMAGED BY CONSTRUCTION DISPOSED OF IN SUCH A MANNER THAT IT WILL NOT INTERFERE WITH NORMAL DRAINAGE OF THE AREA IN WHICH THE WORK IS BEING MINIMUM OF 120%OF THE ASTM D-698 DENSITY. VOIDS,PITS OR DEPRESSIONS SHALL BE BROUGHT TO GRADE BY BACKFILLING 0 11 ACTIVITY TO MEET ALL APPLICABLE CURRENT CODES. ANY REPAIRED/REPLACED ITEMS ARE SUBJECT TO REVIEW AND PERFORMED,CREATE A PUBLIC NUISANCE OR FORM PONDING. ALL DISCHARGE SHALL BE IN ACCORDANCE WITH ANY SFWMD ISSUED 10. THE CONTRACTOR SHALL PLACE TURBIDITY BARRIERS AT ALL OUTFALLS PRIOR TO CONSTRUCTION. ALL CUT/FILL WILL BE IN ACCORDANCE WITH THE APPLICABLE PORTIONS OF THE PROJECT SPECIFICATIONS. ALL OBSTRUCTIONS,SUCH AS ROOTS } APPROVAL BY APPLICABLE LOCAL JURISDICTIONAL AGENCY. PERMITS. THE OPERATIONS SHALL NOT CAUSE INJURY TO ANY PORTION OF THE WORK COMPLETED OR IN PROGRESS OR TO THE AND PROJECTING STONES LARGER THAN 1 INCH REMAINING ON THE SURFACE,SHALL BE REMOVED AND ALL OF THE SOFT OR uj a) Z RELOCATED WITHIN THE EXISTING SITE AND THEREFORE HAULING OF MATERIAL WILL NOT BE REQUIRED,UNLESS APPROVED ^ E OQ SURFACE OF STREETS OR TO PRIVATE PROPERTY. THE ENGINEER OF RECORD AND NECESSARY REGULATORY AGENCIES,PRIOR TO BY THE OWNER. CONTRACTOR SHALL INSTALL TURBIDITY CONTROL MEASURES PRIOR TO COMMENCEMENT OF CONSTRUCTION, LOW DENSITY POCKETS OF MATERIAL REMOVED MUST BE FILLED WITH SELECTED MATERIAL AND COMPACTED TO A MINIMUM OF ♦I.i CONSTRUCTION,SHALL APPROVE THE PROPOSED DEWATERING METHOD(S)AND SCHEDULE. ADDITIONALLY,WHERE PRIVATE MAINTAIN SAID CONTROLS IN WORKING ORDER THROUGHOUT THE CONSTRUCTION PERIOD,ASSURE THAT TURBID DISCHARGES 120%OF THE ASTM D-698 DENSITY. SPECIAL CONSIDERATION FOR BURIED OBSTRUCTIONS(I.E.STUMPS,DEBRIS.ETC.)WILL BE V♦ Z 0 17. ALL PROPOSED UTILITY MATERIALS,CONSTRUCTION METHODS,TESTING AND DISINFECTION SHALL CONFORM TO THE PROPERTY WILL BE INVOLVED,THE CONTRACTOR SHALL OBTAIN ADVANCE PERMISSION FROM THE PROPERTY OWNER. : w REQUIREMENTS OF THE CURRENT LOCAL UTILITY COMPANY STANDARDS AND AWWA CURRENT STANDARD. IT SHALL BE THE FROM THE PROJECT TO PROTECTED WATERS AND WETLANDS DO NOT EXCEED LIMITS STATED IN NOTE 9 AND REMOVE SAID AS SHOWN ON THE DRAWINGS. � t: z RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN AND UTILIZE A CURRENT COPY OF THE PSLUSD SPECIFICATIONS AND ENSURE CONFLICTS CONTROLS AFTER COMPLETION OF CONSTRUCTION. 2. EXCAVATION AND PREPARATION FOR ANCHOR TRENCHES,SIDE TRENCHES,AND TOE TRENCHES OR APRONS SHALL BE DONE IN Q IE O o U) ALL CONSTRUCTION IS IN ACCORDANCE WITH THEIR STANDARDS. ANY CONFLICT WITH THE CONSTRUCTION DRAWINGS AND THE ACCORDANCE TO THE LINES,GRADES AND DIMENSIONS SHOWN ON THE DRAWINGS. LV Nw LOCAL UTILITY COMPANY SHALL BE RESOLVED UTILIZING THE MOST STRINGENT DIRECTIONS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO BECOME ACQUAINTED WITH EXISTING CONDITIONS AND TO LOCATE EARTHWORK AND RELATED OPERATIONS V o STRUCTURES AND STORM PIPES ALONG THE PROPOSED STORM PIPE ALIGNMENT IN ORDER TO AVOID CONFLICTS. WHERE ACTUAL c.i 3. INSPECTION AND APPROVAL. IMMEDIATELY PRIOR TO PLACING THE FILTER FABRIC AND ARTICULATED CONCRETE BLOCK IF � w CONFLICTS ARE UNAVOIDABLE,WORK SHALL BE COORDINATED WITH THE FACILITY OWNER AND PERFORMED SO AS TO CAUSE AS 1. THE CONTRACTOR SHALL PROVIDE A QUALITY CONTROL PLAN FOR MONITORING OF ALL EARTHWORK AND RELATED OPERATIONS. J N 18. ALL HORIZONTAL AND VERTICAL SURVEY CONTROL POINTS SHALL BE PROTECTED AND UNDISTURBED. IN THE EVENT THAT A MATTRESSES,THE PREPARED AREA SHALL BE INSPECTED BY THE OWNER'S REPRESENTATIVE AND APPROVAL OBTAINED � 11 LITTLE INTERFERENCE AS POSSIBLE WITH THE SERVICE RENDERED BY THE FACILITY DISTURBED. ALL AFFECTED UTILITIES SHALL BE THE QUALITY CONTROL PLAN SHALL INCLUDE AS A MINIMUM,ALL TESTS THAT WILL BE PERFORMED INCLUDING THE PROPOSED m O CONTROL POINT IS DISTURBED OR DESTROYED,THE POINT SHALL BE RE-ESTABLISHED BY A FLORIDA REGISTERED LAND BEFORE ANY FABRIC OR MATTRESSES ARE PLACED THEREON. H NOTIFIED PRIOR TO EXCAVATION IN THEIR VICINITY. CONTRACTOR TO POTHOLE ALL CONFLICTS OF EXISTING UTILITIES AND TEST FREQUENCIES,ALL MATERIAL SOURCES,THE NAME AND BACKGROUND OF THE PERSON THAT THE CONTRACTOR WILLIF u z SURVEYOR. THE METHOD TO RE-ESTABLISH THE POINT SHALL BE APPROVED BY THE CITY/COUNTY ENGINEER AT THE EXPENSE N a) g OF THE CONTRACTOR. PROPOSED IMPROVEMENTS AT LEAST 10 DAYS PRIOR TO CONSTRUCTION TO CONFIRM CONFLICT RESOLUTION SHOWN ON THE PLANS. DESIGNATE AS THE CONTRACTOR'S QUALITY CONTROL MANAGER. THE NAME AND QUALIFICATIONS OF THE TESTING LABORATORY 48 HOURS BEFORE DIGGING CALL SUNSHINE STATE ONE CALL CENTER. uD THAT WILL BE PERFORMING QUALITY CONTROL TESTING AND THE NAMES AND QUALIFICATIONS OF THE TESTING LABORATORY TOLL FREE 1-(800)432-4770 � � SOD PERSONNEL THAT WILL BE PERFORMING THE QUALITY CONTROL TESTING. _ z 19. THE CONTRACTOR SHALL PREPARE A COMPLETE VIDEO RECORD OF THE PROJECT SITE BEFORE BEGINNING ANY WORK. THE 1. THE SOD SHALL BE CERTIFIED TO MEET FLORIDA STATE PLANT BOARD SPECIFICATIONS,ABSOLUTELY TRUE TO VARIETAL TYPE o z VIDEO RECORD SHALL INCLUDE ALL ROADWAY,DRAINAGE AND UTILITIES POINTS OF CONNECTION AND SHALL EXTEND A MINIMUM 2. THE TESTING LABORATORY THAT IS RETAINED TO PERFORM THE CONTRACTOR'S QUALITY CONTROL TESTING MUST BE CERTIFIED PAVEMENT MARKING AND SIGNAGE "j Q AND FREE FROM WEEDS,FUNGUS, INSECTS AND DISEASE OF ANY KIND. ALL SODDED AREAS SHALL BE GRASSED AS SPECIFIED rN U) OF 1800 FEET BEYOND THE WORK LIMITS TO DOCUMENT THE EXISTING CONDITIONS. THE CONTRACTOR SHALL ALSO VIDEO ON PLANS AND SURVIVAL GUARANTEED FOR NINETY DAYS FROM DATE OF REPLACEMENT. SURVIVAL OF ALL RELOCATED TREES BY A RECOGNIZED QUALIFYING AGENCY SUCH AS FDOT,CMEC OR AASHTO FOR THE TYPE OF WORK TO BE PERFORMED. 00 Q DOCUMENT ALL HAUL ROUTES NEEDED FOR THE OFF-SITE MOVEMENT OF EARTHWORK. COPIES OF THE VIDEO RECORD SHALL BE 1. PAVEMENT MARKINGS: THE CONTRACTOR SHALL PROVIDE ALL NECESSARY MATERIALS AND LABOR REQUIRED TO COMPLETE SHALL BE GUARANTEED FOR 1 YEAR AFTER TRANSPLANTING. (41 z PROVIDED TO THE ENGINEER OF RECORD AND THE OWNER PRIOR TO SUBMITTAL OF THE FIRST PAY REQUEST. IF DAMAGE TO THE PROJECT WORK IN THIS SECTION.MATERIALS AND CONSTRUCTION METHODS FOR APPLYING PAINTED TRAFFIC STRIPES of EXISTING INFRASTRUCTURE IS RECOGNIZED DURING THE COURSE OF THE PROJECT AND CANNOT BE IDENTIFIED AS A 3. THE QUALITY CONTROL PLAN SHALL BE SUBMITTED TO THE ENGINEER FOR REVIEW AND APPROVAL PRIOR TO THE START OF ANY cm w AND MARKINGS,COMPLETE WITH REFLECTIVE GLASS SPHERES,SHALL CONFORM TO THE REQUIREMENTS OF SECTION 710 AND � = 2. SODDING SHALL CONSIST OF SITE PREPARATION,FURNISHING AND PLACING SOD,STAPLES AND FERTILIZER AND IRRIGATING EARTHWORK OR RELATED OPERATION. 11 FDOT SPECIFICATIONS.TRAFFIC PAINT HALL BE APPLIED IN ALL LOCATIONS SHOWN N THE PLAN IN THE EVENT DAVID C. BAGGETT, P.E.(DATE) - o PRE-CONSTRUCTION CONDITION ON THE VIDEO RECORD,THE CONTRACTOR MAY BE REQUIRED TO MAKE PROPER REPAIRS. AT THE RATES AND MANNER DESCRIBED IN THIS SPECIFICATION FOR THE DESIGNATED AREAS. 7 , O SCCOS. C SHALL SO OS. THAT #81375 a°'i w BRICK PAVERS ARE UTILIZED IN AN AREA PLANNED FOR STRIPING,COLORED BRICKS SHALL BE USED IN LIEU OF PAINT. � zIL w 4. UTILIZATION OF MATERIALS WITHIN ANY ROADWAY CROSS-SECTION SHALL BE IN ACCORDANCE WITH FDOT ROADWAY AND TRAFFIC c 20. THE CONTRACTOR SHALL VIDEO TAPE THE EXTERIOR AND REAR YARDS OF ALL HOUSES/BUSINESSES IN THE PROJECT AREA. w w 3. UNLESS NOTED OTHERWISE ON LANDSCAPE PLANS,SOD SHALL BE ARGENTINE BAHIA GRASS AND SHALL BE 12-INCH BY DESIGN STANDARDS(LATEST EDITION)UNLESS OTHERWISE SHOWN ON THE PLANS. 2. SIGNAGE: THE CONTRACTOR SHALL PROVIDE ALL MATERIALS AND LABOR NEEDED, INCLUDING ALL SUPPORTING ELEMENTS,TO 6' a 12-INCH SQUARES OR OTHER COMMERCIALLY AVAILABLE RECTANGLES. THE SOD SHALL BE SUFFICIENTLY THICK(MINIMUM INSTALL SIGNS AT THE LOCATIONS SHOWN ON THE PLANS.MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO ILI z PAVING, GRADING AND DRAINAGE NOTES THICKNESS OF 2 INCHES)TO PROVIDE A DENSE STAND OF LIVE GRASS. THE SOD SHALL HAVE BEEN GROWN ON MINERAL SOIL. SECTION 700,FDOT SPECIFICATIONS. STOP SIGNS ARE TO BE HIGH INTENSITY REFERENCE PER FDOT STANDARDS,LOCAL LD SOD SHALL BE LIVE,FRESH,AND UNINJURED AT THE TIME OF PLANTING AND SHALL BE PROTECTED FROM DRYING OUT BY 5. IF THE EXISTING FILL IS CLASSIFIED AS A-2-4 BASED ON AASHTO M-145 CRITERIA,THE MAXIMUM PERMISSIBLE MOISTURE CONTENT COUNTY/CITY STANDARD AND THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES. IF THE PROJECT IS WITHIN A COMMUNITY JE U) SHALL BE 2 PERCENT ABOVE THE OPTIMUM MOISTURE CONTENT. i� w 1. ALL UNSUITABLE MATERIALS,SUCH AS MUCK,ORGANIC MATERIAL AND OTHER DELETERIOUS MATERIAL AS CLASSIFIED BY SHADING AND WATERING FROM THE TIME IT IS DUG UNTIL PLANTING. DEVELOPMENT DISTRICT(OR THE LIKE)WITH SEPARATE SIGNAGE REQUIREMENTS,SUCH AS ARCHITECTURAL POSTS OR SIGN1E 10250 SW VILLAGE PARKWAY-SUITE 201 3: 0AASHTO M-145,FOUND SHALL BE REMOVED DOWN TO ROCK OR SUITABLE MATERIAL,AND REPLACED WITH THE SPECIFIED FILL p p BODIES,ETC..IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO BE FAMILIAR WITH THESE PORT SAINT LUCIE, FL 34987 p z MATERIAL IN MAXIMUM 12 INCH LIFTS COMPACTED TO NOT LESS THAN 100%MAXIMUM DRY DENSITY AT OPTIMUM MOISTURE IN 4. FERTILIZER SHALL BE EITHER IN THE LIQUID OR DRY FORM. FERTILIZER SHALL BE UNIFORM IN COMPOSITION,FREE-FLOWING COMPACTION REQUIREMENTS AND PROVIDE SIGNS MEETING THESE REQUIREMENTS. AT NO TIME SHALL '772-462-2455 v W ACCORDANCE WITH AASHTO T-99. THICKNESS OF LAYERS MAY BE INCREASED,PROVIDED THAT THE EQUIPMENT AND METHODS AND SUITABLE FOR APPLICATION WITH STANDARD EQUIPMENT. THE FERTILIZER SHALL CONFORM TO THE FLORIDA FERTILIZER ANY SIGNS NOT MEET THE SAFETY REQUIREMENTS SET FORTH BY FDOT. w USED ARE PROVEN BY FIELD DENSITY TESTING AND CAPABLE OF COMPACTING THICK LAYERS TO SPECIFIED DENSITIES. LAWS IN EFFECT ON THE DATE OF IT BEING PLACED AND SHALL BE DELIVERED IN BAGS,BOTTLES,DRUMS,OR OTHER 1. WHERE THERE ARE EXISTING STRUCTURES ADJACENT TO THE SITE THAT MAY BE AFFECTED BY THE SELF-PROPELLED STEEL Qi z CONVENIENT CONTAINERS,EACH FULLY LABELED AND BEARING THE NAME,TRADEMARK,ANALYSIS,AND WARRANTY OF THE DRUM VIBRATORY EQUIPMENT,DENSIFICATION MUST BE PERFORMED USING EQUIPMENT THAT WILL SATISFY THE REQUIRED 3. TURN LANES SHALL BE STRIPED PER FDOT INDEX 711-001 IN THEIR ENTIRETY TO INCLUDE z Ov 2. ALL AREAS SHALL BE CLEARED AND GRUBBED PRIOR TO CONSTRUCTION. THIS SHALL CONSIST OF THE COMPLETE REMOVAL AND PRODUCT. FERTILIZER SHALL HAVE AN AVAILABLE PLANT FOOD ANALYSIS OF 18-0-10 OR EQUIVALENT PLANT FOOD VALUE AND DENSIFICATION WITHOUT THE RISK OF DAMAGE TO THE EXISTING STRUCTURE(S). EDGE STRIPING,CROSS WALKS, AND TURN ARROW PLACEMENT. ALL FINAL ROADWAY 5= w DISPOSAL OF ALL TREES,BRUSH,STUMPS,GRASS,WEEDS,RUBBISH AND ALL OTHER OBSTRUCTIONS RESTING ON,OR w = SHALL BE MIXED WITH THE TOP 3 TO 4 INCHES OF SOIL. FERTILIZER SHALL BE APPLIED AT THE RATE OF 1 POUND PER STRIPING SHALL BE THERMOPLASTIC INSTALLED PER FDOT STANDARD SPECIFICATION FOR w �_ PROTRUDING THROUGH THE SURFACE OF THE EXISTING GROUND TO A DEPTH OF ONE(1)FOOT. ITEMS DESIGNATED TO REMAIN, 1,000 SQ.FT.NOT TO EXCEED 2-4 LBS.PER YEAR. ALL FERTILIZERS MUST BE AT LEAST 50%SLOW RELEASE NITROGEN AND 2. LOADERS AND HEAVY PLATE COMPACTORS ARE TWO TYPES OF EQUIPMENT THAT HAVE BEEN USED SUCCESSFULLY.z ROAD AND BRIDGE CONSTRUCTION SECTION 711. 19-319 (D � TO BE RELOCATED,OR TO BE ADJUSTED SHALL BE SO DESIGNATED ON THE DRAWINGS. CONTAIN NO PHOSPHORUS UNLESS THE SITE HAS BEEN TESTED AND VERIFIED AS PHOSPHORUS DEFICIENT BY THE OF-IFAS w Of EXTENSION OFFICE. ALL FERTILIZER APPLICATION SHALL BE IN ACCORDANCE WITH PORT ST.LUCIE CITY ORDINANCE 14-10. 3. DENSIFICATION PROCEDURES MUST COMPLY WITH THE CAPABILITY OF THE EQUIPMENT EMPLOYED. o = 3. FILL MATERIAL SHALL BE CLASSIFIED AS A-1,A-3,OR A-2-4 IN ACCORDANCE WITH AASHTO M-145 AND SHALL BE FREE FROM 0 I j VEGETATION AND ORGANIC MATERIAL NOT MORE THAN 12%BY WEIGHT OF FILL MATERIAL SHALL PASS THE NO.200 SIEVE. 6. STAPLES FOR SOD PLACED ON SIDE SLOPES 3:1 &STEEPER SHALL BE BLACK IRON WIRE NOT SMALLER THAN 14 GAUGE,AND 4. WHEN SELF-PROPELLED STEEL DRUM VIBRATORY EQUIPMENT CANNOT BE USED AS SPECIFIED,VIBRATORY PLATE COMPACTORS Q Op BENT FROM A LENGTH OF WIRE AT LEAST 25 INCHES LONG INTO A'U'WITH A 1 INCH WIDTH AT THE CROWN. COST OF STAPLES MAY BE USED. WHEN THIS CONDITION OCCURS,THE OVERALL DENSIFICATION PROCEDURE MUST BE REVISED TO COMPLY WITH w ~ SHALL BE INCIDENTAL TO THE SOD UNIT PRICE. THE CAPABILITY OF THE EQUIPMENT EMPLOYED. IN GENERAL,SMALL PLATE COMPACTORS WILL BE EFFECTIVE TO A MAXIMUM 2 z DEPTH OF 6 TO 8 INCHES. 12 O F 12 � 2 7. WATER USED FOR IRRIGATION MAY BE OBTAINED FROM ANY APPROVED SOURCE. IT SHALL BE FREE OF EXCESS AND HARMFUL Q U CHEMICALS,ACIDS,ALKALIES,OR ANY SUBSTANCE,WHICH IS HARMFUL TO PLANT GROWTH. O p rn U) T = d, ~ moodlommimmolim 0 N V p w N