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<br />LOCATION MAP
<br />FLOODPLAIN COMPENSATION
<br />THE EXISTING FLOODPLAIN VOLUME LOCATED ONSITE, PER
<br />L.O.M.R. CASE NO. 20-04-6053P, IS APPROXIMATELY
<br />10,700-CU.FT, WHICH FLOWS DIRECTLY INTO THE EXISTING
<br />STORMWATER POND LOCATED IN THE NORTHEAST CORNER
<br />OF THE ZEPHYR COMMONS DEVELOPMENT. GIVEN THAT THIS
<br />VOLUME IS PROPOSED TO BE IN -FILLED, THE DISPLACED
<br />ONSITE FLOODPLAIN VOLUME WILL BE ACCOMMODATED
<br />WITHIN THE EXISTING DETENTION POND, IN ACCORDANCE
<br />WITH THE ORIGINALLY APPROVED STORMWATER REPORT FOR
<br />THE OVERALL ZEPHYR COMMONS DEVELOPMENT, ASSOCIATED
<br />WITH ERP32080.000 AND ERP32080.001.
<br />NAG-E-EASEll-vI NT)
<br />I,
<br />j
<br />E
<br />CONNECTOR ROAD 1
<br />\107 I �,, - -- - 107
<br />- - - - - -------- - ,� _ - -
<br />--
<br />III - - \\
<br />Ir - i- IIII I 06 106
<br />C1 \ CONNECT TO STIR.
<br />I \
<br />F ZEPHYR COMMONS - \- - - - - - -- - - -
<br />8E'MCHMARlE -104_
<br />10 5/8- IRON ROD SET
<br />- LB#6382 0 0 \
<br />I- ELEVATION: 106.29
<br />,- -, _ { _- •yam
<br />1. DEVELOPER NORTH AMERICAN DEVELOPMENT GROUP
<br />400 Clematis Street, Suite 201
<br />West Palm Beach, Florida 33401
<br />Phone: 561-578-8700
<br />2. CIVIL ENGINEER HAINES, GIPSON & ASSOCIATES, INC.
<br />1550 North Brown Road. Suite 100
<br />Lawrenceville, Georgia 30043
<br />Phone: 770-491-7550
<br />Iram, -- --------
<br />. III II �-
<br />CONNECT TO STIR. \ I - --- - - -
<br />AT INV:100.75 AREA DRAIN-= t
<br />-01 AREA DRAIN w a5_ -- I
<br />" 7 4br I I I
<br />INLET EL:106.50
<br />INLET EL:106.25 z AREA DRAIN -INV. IN (8"):103.35
<br />4 - INV. IN (10").102.09 N 1 �7 INLET EL:106.50 INV. OUT (8"):103.35
<br />INV. OUT (12"):101.92 INV. IN (8"):102.67
<br />- I - - -- - - - �- - INV. OUT (10"):102.50
<br />IU i 10"HDPE 8"HDPE 8"HDPE
<br />I
<br />II
<br />Z I >Z oI 1 I I itri
<br />I Z o AREA DRAIN
<br />o INLET EL:106.50
<br />�- 12" NYLOPLAST ~ INV. OUT 8" :103.83
<br />C 12" NYLOPLAST �
<br />o 24" NYLOPLAST DRAIN BASIN W/ i7 DRAIN BASIN W/ r.DRAIN BASIN ( ) 1 I I
<br />1 I SOLID COVER W/ DOME GRATE (TYP.) TrA
<br />DOME GRATE (TYP.) - I
<br />l
<br />I 1I
<br />"4-
<br />F.F.E. 108.00 FT.L_ rf
<br />L�
<br />107.50 __ I
<br />ALTERNATIVE PIPE MATERIALS NOTES
<br />THE FOLLOWING PIPE MATERIALS MAY BE USED AS STORM SEWERS UNDER THE
<br />FOLLOWING CONDITIONS:
<br />1. RCP CLASS III (ALL SIZES)
<br />2. ERCP CLASS III (ALL SIZES)
<br />3. APPROVED PLASTIC PIPE TYPES INCLUDE:
<br />A.) ADS N-12 WT IB HOPE (4" - 60")
<br />B.) ADS HP STORM POLYPROPYLENE (12" - 60")
<br />4. FINAL APPROVAL FOR PIPE MATERIAL SHALL BE AUTHORIZED BY ENGINEER OF
<br />RECORD PRIOR TO CONTRACTOR PURCHASING MATERIALS FOR INSTALLATION.
<br />5. MANUFACTURER'S PIPE BEDDING REQUIREMENTS, OR LOCAL JURISDICTIONAL CODE
<br />STANDARDS (MORE STRINGENT SHALL APPLY) ARE TO BE INCORPORATED WITH
<br />THE SELECTED PIPE.
<br />6. LOCAL JURISDICTION PIPE MATERIAL RESTRICTIONS WILL GOVERN.
<br />7. CONTRACTOR TO VERIFY LOCAL JURISDICTIONAL REQUIREMENTS PRIOR TO BIDDING
<br />AND STARTING CONSTRUCTION
<br />,SEAL
<br />\\���W111111111/,,,7/
<br />cEN
<br />* ' No. 52896 * =_
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<br />- -- AT INV: 0) / l�! I 0 d I II � y I IIII � I °' ' � I
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<br />IIIII I w - 07 107 - i I �I O Ea
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<br />_ IIII �-107 AREA DRAIN AREA DRAIN 1�p U
<br />INLET EL:106.00 INLET EL: 106.50 �i AREA DRAIN - i I I / Z W E.,
<br />1 INV. IN 8" :100.61 INV. IN (8"):101.39 INLET EL:106.50 112 _- I W N O (/�
<br />7 -- - AREA DRAIN
<br />. OUT (8"):100.61 INV. OUT (8"):101.39 INV. OUT (8"):102.51 INLET EL:106.00 -
<br />0 - I ry O W
<br />TI _
<br />_ INV _ INV OUT (8"):103 33 o I a
<br />-- - - -' -r Vic- - \ _ I
<br />� -
<br />II II II III ( I I 8"HDPE 8"HDPE 8"HDPE 8"HDPE°� I O
<br />f I CONNECT TO STIR.
<br />AT INV:99.53 •tom filln \ ` "Y10�I .CONNECT T. STIR. o
<br />11 � AT INV:102.28 I 4 W
<br />o 10"HDPE AREA DRAIN 00 O
<br />12" NYLOPLAST INLET EL:106.50 I \ /
<br />AREA DRAIN 18" NYLOPLAST DRAIN BASIN W/ INV. OUT (8"):102.30 12" NYLOPLAST 1D
<br />- -- INLET EL:106.00
<br />1 I w DRAIN BASIN W/ DOME GRATE (TYP.) a DRAIN BASIN W/ o LA I I I
<br />INV. IN (8"):100.33 _- o DOME GRATE ' AREA DRAIN DOME GRATE (TYP.) - AREA DRAIN
<br />- - --107 INV.N0.UT (10"):100.518 �_ - INV. INT(8L)1006. 30 - o O �� INLET EL:117.25
<br />78
<br />_ - - - - - \ \ o ff INV. IN (8"):107.78
<br />- - \\ I 12' NYLOPLAST 4 - INV. OUT (8"):103.98 LU I /
<br />O INV. IN (8 ):102.35CL
<br />- l INV. OUT (8"):100.40I CO
<br />o I DRAIN BASIN W/ y L4 x
<br />_ DOME CRATE (TYP.) H F.F.E.=108.00 FT
<br />II AREA DRAIN _.
<br />I 12" NYLOPLAST
<br />DRAIN BASIN W/ O
<br />INLET EL:106.00 ��
<br />INV. OUT (6"):103.00 I I I � �- � j[,DOME GRATE (TYP.) _ I
<br />o. -
<br />I I I _ -
<br />0 000
<br />�O �� OCJQCJ �- \ �moo>
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<br />� GNLET ERAI 9.00 - - 07 07 I INLET EL: DRAIN O I-
<br />� I I I 1wv. OUT (a"):1o8.zs \
<br />� INV. OUT (8 ):104.02 I \
<br />12" NYLOPLAST >
<br />_ A
<br />--- - _ I o' AREA DRAIN
<br />w DOME GRATE (TYP.) �� _--
<br />I DRAIN BASIN W/ � - �
<br />- - � SF ZEPHYR CONiNiC�NS I I i'- INLET EL:,,,.zs
<br />---- / INV. OUT (8"):108.25
<br />u OUTPARCELS, LP - --- -
<br />II
<br />00 - �' i I F.F.E. =112.83 FT. Li
<br />_ > -
<br />AREA DRAIN B"HDPE o o / NCHMARK m o N I J i••+E w-� 1 -- - J
<br />- _ -
<br />INLET EL:108.25 -� 5 8" N ROD SET = AREA DRAIN
<br />- \ \ INV. IN (8"):103.44 24" NYLOPLAST V LB 63B2 I I INLET EL:111.25 BENCHMARK -
<br />1 INV. OUT (8"):103.44DRAIN BASIN W/ o p6/ ELEVATION: 1 7 INV. IN (8"):107.78 5/8'" IRON ROD
<br />_ INV. OUT 8" :106.32 L 6382 '\ �\ CONNECT TO STIR. I SOLID COVER ao i
<br />��
<br />0 10"HDPE 8"� DPE - -� DAYLIGHT PIPE - ( ) �E �2 AFL
<br />AT INV:99.98' \ I C_ £NATION: 112.
<br />I
<br />12" NYLOPLAST DRAIN BASIN - AT TOE OF SLOPE F.F.E.=11 .75 FT. J � � RAI NYLOPLAST
<br />/ �
<br />_ DOME GRATE (TYP.)
<br />_ _ DRAIN BASIN W/ o
<br />� - _ _ AT INV. 1 � I � � z -
<br />\ I NYLO J.B. W/ DOME GRATE (TYP.) I
<br />INV. NIM(8"):103.31 AREA DRAIN 1 i ��� I -AT INV 05 09
<br />III til I INLET EL:108.50 - r 105 �•�• 4 y 10 - -
<br />-Emu INV. IN (8"):104.66 - INV. IN (8"):104.90 b6 �� 06 �� -106- I I 10"HDPE I -) -
<br />I INV. OUT (10"):103.14 p I I AREA DRAIN
<br />!I ow INV. OUT (8"):104.90 ^ - 108 08= - - -108 L INLET EL:111.50 NYLO. J.B.
<br />FBI 0 7 INV. IN (8"):107.75
<br />IIII I = F.F.E. 110.00 FT. 110 110 110 �, --- RIM EL:110.98
<br />SF ZEPHYR COMMONS LP I �'' �00 � J . I J..�, - - -��\_ �oA -- --I + INV. IN (8"):,os.o3
<br />II Ii I I -- I INV. OUT (10"):105.86 a INV. O (10"):105.42 /
<br />II AREA DRAIN INV. OUT (10"):105.42
<br />II I III I I INLET EL:109.00
<br />III INV. OUT (8"):106.20
<br />fl •7 III I I I I, AREA DRAIN 0 12IL"- & 6-M LAST
<br />III INLET EL:108.50
<br />TRACT K O I I INV. OUT (8"):105.50 DRAIN BASIN W/ a
<br />C - IDOME GRATE (TYP.) o
<br />I
<br />I
<br />DOD I -
<br />I 107
<br />-1 e�
<br />F£MA nOOID MW AE PER
<br />/ p o I
<br />I
<br />I I 6 06 06 I I_ -LOMR CASE NO. 20-06-6053P
<br />I I i�
<br />II
<br />PARKING AREA
<br />-
<br />�
<br />I
<br />12" NYLOPLAST
<br />DRAIN BASIN
<br />°p
<br />10"HDPE
<br />I
<br />I II III I
<br />M
<br />I
<br />i
<br />TE
<br />DOME GRATE
<br />i
<br />`�
<br />p
<br />INLET EL:108.50
<br />INV. OUT (8"):105.00
<br />Lj
<br />12" NYLOPLAST
<br />II
<br />I
<br />I
<br />I
<br />w
<br />DRAIN BASIN W/
<br />CONNECT TO STIR.
<br />II
<br />I
<br />=
<br />DOME GRATE (I TH.)1
<br />AT INV:105.44
<br />II
<br />III
<br />I
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<br />I
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<br />o
<br />AREA DRAIN
<br />\ h II
<br />( \ p
<br />I
<br />=
<br />INLET EL:109.00
<br />I
<br />03
<br />INV. IN (8"):105.73
<br />INV. IN (8"):105.73
<br />\
<br />I
<br />"HOPE
<br />INV. OUT (10"):105.56
<br />IIIIII O (
<br />AREA DRAIN
<br />INLET EL:108.50
<br />\VGA\ // II III IIIIII �I ( :-INV. IN (8"):104.41 n O
<br />\\\� I✓// III hI I I - INV. OUT (8"):104.41 - -
<br />III IIIIII }CONNECT TO STIR. 1, - -
<br />AT INV:103.88 AREA DRAIN - AREA DRAIN - - INLET EL:110.25 111
<br />INV. IN (8"):104.03 INLET EL:111.00
<br />II II IIIIII I INLET EL:109.00 \\\\ INV. OUT (10"):103.86 ( 1, INV. IN (8"):106.85 INV. OUT (8"):107.58
<br />II III IIIIII >_ > INV. OUT (8"): 106.50 ��; CLLJ -�-INV. OUT (8" ):105.65 I )
<br />o o CONNECT TO STIR.
<br />II II (IIII I > AT INV:103.10
<br />I
<br />- -� _ - - - - - 10 - - - - - - - - -I--
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<br />77
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<br />0
<br />Know what's below.
<br />Call before you dig.
<br />THE LOCATION OF ALL UTILITIES (ABOVE OR BELOW GROUND) SWWN ON
<br />THESE DRAWINGS ARE APPROXIMATE h WERE OBTAINED FROM
<br />OBSERVATIONS AT RE STE AND/OR FROM THE UTILITY OWNERS. HAINES,
<br />GIPSON t ASSOC., RR:.; DOES NOT GUARANTEE THAT LOCATIONS SHOWN
<br />ARE EXACT. IT SHALL BE THE RES WSIBIUTY OF THE OWNER OF THE
<br />PROPERTY OR HIS AGENT AND/OR THE CONTRACTOR TO DETERMINE EXACT
<br />LOCATIONS OF EXISTING UTILITIES (ABOVE OR BELOW GROUND) & TO
<br />NOTIFY UTILITY OWNERS BEFORE BEGINNING ANY CONSTRUCTION.
<br />CAUTION -NOTE TO CONTRACTOR
<br />THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT
<br />THE LOCATION AND/OR ELEVATION OF EXISTING
<br />UTUTIES AS SHOWN ON THESE PLANS IS BASED ON
<br />RECORDS OF THE VARIOUS UTIUTY COMPANIES AND,
<br />WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD.
<br />THE INFORMATION IS NOT TO BE REUED ON AS BEING
<br />EXACT OR COMPLETE. FL LAW REWIRES THE
<br />CONTRACTOR TO CALL THE UTIUTY PROTECTION CENTER
<br />AT LEAST 72 HOURS BEFORE ANY EXCAVATION TO
<br />REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL
<br />BE THE RESPONSIBILITY OF THE CONTRACTOR TO
<br />COORDINATE THE RELOCATION OF ALL THE UTUTIES
<br />WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS
<br />SHOWN ON THE PLANS.
<br />N. P. D. E. S. NOTES
<br />1. PRIOR TO CONSTRUCTION THE CONTRACTOR SHALL PLACE SILT FABRIC
<br />FENCE AT THE UPSTREAM END OF ALL STORM SEWER PIPES UNTIL INLETS
<br />ARE COMPLETED.
<br />2. WHEN THE CONSTRUCTION OF INLETS ARE COMPLETED THE CONTRACTOR
<br />SHALL PLACE SILT FABRIC FENCE IN PLACE AS PER DETAIL.
<br />3. THE CONTRACTOR SHALL SEED AND MULCH OR SOD SWALES AND PONDS
<br />IMMEDIATELY AFTER CONSTRUCTION IS COMPLETED AND PROMOTE QUICK
<br />RE -VEGETATION.
<br />4, THE CONTRACTOR SHALL CHECK ALL EROSION AND SEDIMENTATION CONTROL
<br />DEVICES AFTER EACH RAINFALL AND REPAIR OR REPLACE THEM AS
<br />REQUIRED. SILT FENCES TO REMAIN UNTIL CITY/COUNTY ACCEPTANCE.
<br />5. THE REQUIREMENTS LISTED ABOVE SHALL BE CONSIDERED MINIMUM
<br />REQUIREMENTS AND THE CONTRACTOR SHALL USE WHATEVER METHODS HE
<br />DEEMS NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS MAY BE
<br />REQUIRED FOR THE PROJECT.
<br />6. DE -WATERING METHODS OF WELL -POINTING AND DIRECT BURIAL "SOCK" PIPE
<br />SHALL BE UTILIZED.
<br />7. DE -WATERING DISCHARGE SHALL BE DIRECTED TO A SEDIMENT SUMP PRIOR
<br />TO BEING DISCHARGED OFFSITE.
<br />--
<br />r _
<br />INV. OUT (6"):108.50 E 102.0
<br />� --- -- __ INLET
<br />DRAIN AREA
<br />� ti INV. INLET I� _ � CO 18" NYLOPLAST
<br />\ - AREA DRAIN
<br />DRAIN BASIN W/
<br />\
<br />INLET EL: 114.25
<br />SOLID COVER (TYP.)
<br />L,LL 8" NYLOPLAST46 1NV. OUT (8"):108.75 C DRAIN BASIN W/
<br />SOLID COVER
<br />I I 6�• I �I i I i=
<br />❑ ---f -
<br />.INLET EL:111.00 ARE
<br />AREA DRAIN AREA DRAIN
<br />y F.F.E.=112.00 FT. � � A DRAB -' �,• - I I
<br />INLET EL:111.00 ""' INV. IN (8):105.07 J 11 t I +; INLET EL:111.50 Z I
<br />INV. OUT (8"):107.18 INV. OUT (: 105.07 \ INV. IN (6"):108.36 as
<br />_ 110 Ij INV. OUT (6"):108.361771
<br />II
<br />8"HDPE HOPE 8"HDPE 8"HDPE 1,
<br />- 110
<br />- 8"�
<br />�� TO S
<br />-- ;, IN
<br />I AT INV: \ AT
<br />AREA ( DRAIN
<br />_ 2\
<br />- -
<br />INLET EL:110.00 _ - - - - --
<br />INV IN 8") • 104 57 AREA DRAIN
<br />ZEPHYR COM11l NS-OUTPARCEL�,TjPI
<br />I BENCHMARK I " '
<br />NAIL & DISK FD. I II
<br />LB4621 I)
<br />ELEVATION = 115.32 II
<br />,
<br />1' 6
<br />---
<br />-=_=
<br />0
<br />4L - - - - - - - -- - -- -
<br />- - 1141 115 115 -..-- 14 - - - - - _ -- - - - - - - -
<br />\� 7-ELEVEN, INC.
<br />SF ZEPHYR COMMONS V
<br />OUTPARCELS LP III
<br />GRAD/NG & DRA/NAGENOTES
<br />1. ALL SIDEWALKS AND A.D.A. ACCESSIBLE ROUTES ARE
<br />TO BE FIELD CHECKED WITH A SMART LEVEL DURING
<br />CONSTRUCTION. THE MAXIMUM ADA CROSS SLOPE IS
<br />2%. THE MAXIMUM ADA LONGITUDINAL SLOPE IS 5%.
<br />2. SOME DRAINAGE STRUCTURES MAY REQUIRE A TYPE
<br />"J" OR "P" BOTTOM IN ACCORDANCE TO FDOT
<br />STANDARD PLANS INDEX 425-010.
<br />3. THE FINISH FLOOR WILL BE FLUSH WITH THE SIDEWALK
<br />AT ALL DOOR LOCATIONS.
<br />FL. DRAINAGE NOTE
<br />NO CONNECTION(S) OR MODIFICATIONS TO F.D.O.T.
<br />DRAINAGE SYSTEMS AND/OR WITHIN F.D.O.T.
<br />CONTROLLED RIGHT-OF-WAY OR EASEMENTS SHALL
<br />BE MADE AND STORMWATER FLOWS THROUGH THE
<br />SUBJECT SHALL NOT BE IMPEDED UNTIL AN F.D.O.T.
<br />DRAINAGE PERMIT HAS BEEN ISSUED.
<br />LEGEND
<br />EXISTING FEATURES - -
<br />- - - - - - - - - -
<br />EXISTING BUILDING
<br />------------
<br />PROPOSED
<br />FEATURES
<br />PROPOSED
<br />BUILDING
<br />PROPERTY
<br />LINES -
<br />- - - - -
<br />EASEMENT
<br />LINE
<br />EXISTING GRADES
<br />PROPOSED
<br />GRADES
<br />112
<br />PROPOSED
<br />SPOT ELEVATION
<br />+ 112.50 +
<br />PROPOSED
<br />REINFORCED
<br />CONCRETE
<br />PIPE (RCP)
<br />PROPOSED
<br />HIGH DENSITY
<br />POLYETHYLENE
<br />PIPE (HDPE)
<br />EXISTING STORM
<br />SEWER - _
<br />- --- - - - -- _
<br />PROPOSED
<br />DROP/GRATE INLET
<br />0 (D-1)
<br />PROPOSED
<br />FDOT OUTLET STRUCTURE
<br />(TYPE-K)
<br />PROPOSED
<br />CATCH BASINS TYPE-5 TYPE-6
<br />INLET INLET
<br />PROPOSED
<br />HEADWALL
<br />�(H W)
<br />F.D.O.T. DRAINAGE EASEMENT
<br />(HATCHED OUTLINE)I
<br />GRADING PLAN
<br />I=-�� \
<br />LOT SUPPLEMENT
<br />U
<br />GRAPHIC SCALE
<br />40' 0 40' 80' 160'
<br />(IN FEET)
<br />1 inch = 40 ft.
<br />LOT
<br />17
<br />AL TERNA TE MA TER/AL S NO TE
<br />PLANS CURRENTLY SPECIFY A.D.S. MATERIALS FOR THE
<br />SUPPLEMENTARY LANDSCAPE DRAINAGE SYSTEM. HOWEVER,
<br />CONTRACTOR MAY REQUEST/UTILIZE ALTERNATE PIPE AND/OR
<br />STRUCTURE MATERIALS/MANUFACTURERS.
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<br />DRAWN
<br />BY
<br />CHECKED BY
<br />RCL
<br />TLF
<br />DATE
<br />06/29/2020
<br />SHEET TITLE
<br />GRADING PLAN
<br />SUPPLEMENT
<br />SHEET NUMBER
<br />C-3.1
<br />HOA ✓OB No. 2020-1,
<br />
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