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'A PART <br />LOT11-1411 <br />�IJ9NOY11 I I / J � � T 1 JIJSNOYF <br />4" SOLID DOUBLE <br />YELLOW LINE (TYP.) FDOT TYPE-F <br />CURB (TYP.) <br />2+00 <br />J. <br />24' / - <br />- - - - - - - - - - - - - - - - - <br />i <br />HP: 1+44.01 <br />EL.=103.93 FT. <br />I 1+50 <br />LP: 1 +28.97 I <br />EL.=103.83 FT. -- -- <br />I 9 <br />4" SOLID �I DOUBLE---N I I I YELLOW LINE (TYP.) O I ------- <br />-- I - -- <br />- j� i lY 1+00 I e i � - <br />bwll <br />- W <br />FDOT TYPE-F 2 cQi 21 0 <br />1 ^ CURB (TYP.) p I gI SI - <br />NEW ACCESS/ -� -- --- <br />UTILITY EASEMENT I 24' �I �I -- B. <br />2' SOLID WHITE 0+50 �I I rF Sprink <br />(TYP.) <br />MATCH FLUSH ±64,4 <br />FDOT TYPE-F STOP BAR I I I- -- III - <br />EX. CURB &GUTTER CURB (TYP.) I \�� 00 <br />F.F. <br />LP: 1+45.63 I L <br />- R5O' EL.=105.29 FT. HP: 2+67.15 <br />L.=106.68 FT. - <br />- -2' SOLID WHITE R20' R20 I T - <br />STOP BAR R50' a <br />BP: 0+00.00 N CONNECTOR ROAD 1 N 2+00 - I I EP: 2+97.62 <br />R20 + o+oo I CO+ <br />+ - <br />MATCH FLUSH W/ EX. / <br />f 4" SOLID DOUBLE ` � � � � L <br />' EDGE OF PAVEMENT <br />_ - YELLOW LINE (TYP.) <br />C� ter'- - - -- -- - - -�--- - - - -- - - - _•'� <br />MATCH FLUSH W/ <br />EX. CURB & GUTTER 1 <br />0_j <br />67 <br />NEW ACCESS/ -� <br />UTILITY EASEMENT �I <br />LEX. FIRE HYDRAN J/1�58 v <br />L A L N28 27G827' - <br />LONG. W82 785630' QI <br />5TAT,C. 55 PS/ U r� 7WIN <br />�il4L a� v�i �j) <br />SITE PLAN <br />SCALE: 1 "= 4 O ' <br />120 <br />115 <br />110 <br />105 <br />100 <br />95 <br />90 <br />Know what's below. <br />Call before you dig. <br />THE LOCATION OF ALL UTILITIES (ABOVE OR BELOW GROUND) SHOWN ON <br />THESE DRAWINGS ARE APPROXIMATE & WERE OBTAINED FROM <br />OBSERVATIONS AT THE SITE AND/OR FROM THE UTILITY OWNERS HARES, <br />GIPSON & ASSOC., INC; DOES NOT GUARANTEE THAT LOCATIONS SHOWN <br />ARE EXACT. IT SHALL BE THE RESPONSIBILITY OF THE OWNER OF THE <br />PROPERTY OR HIS AGENT AND/OR THE CONTRACTOR TO DETERMINE EXACT <br />LOCATIONS OF EXISTING UTIU71ES (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 />UTIUTIES 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 UTIUTIES. IT SHALL <br />BE THE RESPONSIBILITY OF THE CONTRACTOR TO <br />COORDINATE THE RELOCATION OF ALL THE UTIUTIES <br />WHICH CONFUCT WITH THE PROPOSED IMPROVEMENTS <br />SHOWN ON THE PLANS. <br />LOW POINT ELEV.=105.29 <br />LOW POINT STA.=1+45.63 <br />PVI STA.=1+34.72 <br />PVI ELEV.=104.92 <br />A.D.=3.93% <br />K=20.36 <br />80.00' V.C. <br />EXISTING <br />GRADE (TYP.) <br />FINISHED <br />GRADE (TYP.) <br />HIGH POINT ELEV=106.68 <br />HIGH POINT STA.=2+67.15 <br />PVI STA.=2+70.84 <br />PVI ELEV.=106.87 <br />A.D.=-3.42% <br />K=13.17 <br />45.00' V.C. <br />FINISHED <br />GRADE (TYP.) <br />EXISTING <br />GRADE (TYP.) <br />rn I-r <br />F­ <br />.t LnN <br />vO <br />rorn <br />mrn <br />r--O <br />Ln <br />to 00- <br />`i_n <br />m(0 <br />co <br />N `j- <br />co c0 <br />O m <br />' <br />00 r1� <br />n - <br />N <t <br />1A It <br />DO r__ <br />N rn <br />LO c0 <br />t0 co <br />00 C6 <br />r-Z r <br />r�: �c <br />(O c6 <br />Ll 1� <br />Ll Ln <br />tl Ll� <br />L6 in <br />Ili o <br />(6 d� <br />(O Lr� <br />(O L6 <br />O o <br />0 00 <br />00 <br />00 <br />0 <br />0 00 <br />0 <br />0 0 <br />0 O <br />O CD <br />0 00 <br />0 <br />M <br />M <br />to <br />0 <br />0+00 0+50 1+00 1+50 2+00 2+50 2+97.62 <br />120 <br />115 <br />110 <br />105 <br />100 <br />95 <br />90 <br />CONNECTOR ROAD I PROFILE <br />ST4.- 0+00 to STIP 2+98 <br />Horizontal Scale: I "=40' <br />Vertical Scale: I "=10' <br />BP: 10+00.00 <br />ti <br />� I <br />I <br />2+88 <br />END ROAD <br />CONSTRUCTION <br />STA: 2+48.07 <br />2+50 <br />97.49 -\ C /-97.97 <br />N <br />W <br />Q <br />U °' <br />O <br />,•L <br />(n m <br />0 <br />Z v <br />O� <br />a C1 <br />0 <br />LU U <br />Z <br />NEW ROAD LIMITS <br />�c OF DISTURBANCE <br />/ 1p0 (±0. 60 ACRES) <br />II - SEAL <br />1 L✓ LIMITS OF <br />LL111111 I III/rr <br />22� DISTURBANCEC <br />2 �V <br />1 �• i <br />_ • E• <br />/ 106 <br />- - -- - _ No. 52896 <br />1 <br />To - 105o <br />o - <br />HP: 1+44.01 <br />EL.=103.93 FT. 104.17 I =- �rj cos 7� '� S T OF •• <br />Od <br />LP: 1+28.97 -- - o •� •., 0 R 1 P •'••�\ ��` <br />EL.=103.83 T. 103.69� ! o I /ps i,7/, SS '••......• < `G\\\\� <br />C.I. TYPE-6 104.0);A 7�7� �ONAL 11A� <br />r��/111111111\\\\ <br />H-2- <br />103.59 <br />� . � ' I III' �• _ 'S�' - - 'L ^� <br />EXISTING <br />STORMWATER POND EXISTING GRATE 1+00 <br />INLET STRUCTURE <br />(ERP 32080.000) I I Oy p, <br />TO BE REMOVED I IikS - a <br />�\ I �I <br />C) O <br />P M <br />5-� <br />o� <br />1 U <br />1 <br />I <br />W <br />(± I ^ I IIII F s <br />- <br />5NEW ROAD LIMITS LIMITS O107. a5OF DISTURBANCE DISTURBANCE -10 3.7% SLOPE060ACRESJ d_A (x <br />0+50 <br />- H a os I I - <br />*l _ 0 1lI <br />I.. . 1�I0 '\I <br />� <br />�W <br />G'rUQ�. <br />o z <br />L�B <br />.I. TYPE-6 O <br />2.1 � Os6.24 107.50 "�LP: 1+45.63 <br />EL.=105.29 FT. O/]W _ HP: 2+67.15 2.5% SLOPE <br />EL =106.fi8 FTE- <br />,, <br />106.14 /p <br />S 106.85 +10 7.05+ <br />-�- - 105.05 -- 2+00 105,78 106.44 9 EP: 2+97.62 +106sJ5+ <br />r, rn <br />0 0 1 ao <br />W <br />+ --- -- I + <br />0 105.53 0+00 106.92 rn � z N O iF/� <br />L!J <br />J.B. EX. STORM PIPE 107 yy �CL <br />B-2 TO BE REMOVED 107 106. 0 C� <br />� <br />- -'' 6.77 <br />�_ i 10 Li.l <br />- s 6 - <br />F S <br />O -:- - li i 4 00, � p � :.. Lid <br />j li I C-�� �O�- - - O p� 10 �Or° �00 O� �j 106 .� O <br />IJ�I I O - o� o S 10; <br />11 I -,cos 106 10 <br />IIIII I O 1, Ilk <br />1 <br />III � �% <br />II '°ss '°ss '°s>t 1100, <br />-_ <br />IIIII o �I 707-�- <br />_1 <br />GRADING PLAN <br />HIGH POINT ELEV=103.93 <br />HIGH POINT STA.=1+44.01 <br />PVI STA.=1+62.49 <br />PVI ELEV.=104.14 <br />A.D.=-8.70% <br />K=5.52 <br />48.00' V.C. <br />SCALE: 1 "= 4 O ' <br />w NY Z <br />J O <br />av <br />� o 000Zt <br />00 T) <br />+T +� O�CI <br />QC W <br />Uj <br />U> U> wC�lJ <br />>m > w �_ <br />120 EVCE: 103.86 Li <br />115 <br />I <br />110 FINISHED EXISTING EX. FORCE MAIN <br />GRADE (TYP.) GRADE (TYP.) (ASSUMED AT 3-FT <br />BELOW EX. GRADE) <br />105 - - 2.00q _ _ <br />100--------------------- 1.00% -� ��09 \ <br />----------------------�- \ <br />EX. WATER MAIN�� � <br />95 EX. 12" WATER MAIN POTHOLED AT 81" <br />(ASSUMED AT 4-FT BELOW EX. GRND. <br />BELOW EX. GRADE) <br />7 <br />90 - STA:1 +95.11 <br />Ln <br />O <br />LOW POINT ELEV.=103.83 <br />LOW POINT STA.=1+28.97 <br />PVI STA.=1+26.47 <br />PVI ELEV.=103.78 <br />A.D.=3.00% <br />K=5.00 <br />15.00' <br />V.C. <br />BVCS: <br />1 +18.97 <br />BVCE: <br />103.93 <br />EVCS: <br />1 +33.97 <br />LOW POINT ELEV.=97.10 <br />LOW POINT STA.=2+68.61 <br />PVI STA.=2+51.87 <br />PVI ELEV.=97.26 <br />A.D.=6.70% <br />K=5.00 <br />33.48' V.C. <br />BVCS: 2+35.13 <br />120 BVCE: 98.55 <br />EVCS: 2+68.61 <br />EVCE: 97.10 <br />115 <br />110 <br />105 <br />100 <br />2.00% PROPOSED DESIGN ASSUMES <br />- DAIRY RD. DESIGN RAISED <br />95 t2.5-FT TO ACCOMMODATE <br />1.00% NEW DRIVEWAY CONNECTION <br />90 <br />INV: 91.06 <br /><t <br />O <br />� <br />� <br />r')to <br />�O <br />eta <br />CO <br />LO IX7 <br />W) - <br />M <br />0+00 0+50 1 +00 1 +50 2+00 2+50 <br />CONNECTOR ROAD 2 PROFILE <br />ST4.• 0+00to ST4.• 2+88 <br />Horizontal Scale: 1 "=40' <br />Vertical Scale: 1 "=10' <br />t0 <br />I <br />nN <br />t\ <br />0) 0 <br />2+88.14 <br />LEGEND <br />EXISTING EDGE OF PAVEMENT <br />- - <br />- - - - - - - <br />EXISTING CURB & GUTTER <br />EXISTING BUILDING <br />_ _ <br />_ _ _ _ _ - _ <br />PROPOSED CONCRETE CURB & GUTTER <br />PROPOSED BUILDING <br />PROPOSED RETAINING WALL <br />PROPERTY LINES <br />- - <br />PROPOSED PAINTED CROSSWALK <br />PROPOSED SIGNAGE <br />H-CAP <br />R1-1 <br />R1-2 R3-6 SIGN <br />PROPOSED SIGNAGE SYMBOLS <br />7 S D <br />PROPOSED HANDICAP RAMPS <br />TYPE <br />� TYP® C <br />PROPOSED CONCRETE SIDEWALKS <br />PROPOSED HEAVY DUTY ASPHALT <br />EASEMENT LINE <br />EXISTING GRADES <br />- - - - <br />- - - - <br />PROPOSED GRADES <br />112 <br />PROPOSED SPOT ELEVATION <br />+ 112.50 + <br />PROPOSED REINFORCED <br />CONCRETE PIPE (RCP) <br />PROPOSED HIGH DENSITY <br />POLYETHYLENE PIPE (HDPE) <br />IIJIJIJI <br />EXISTING STORM SEWER <br />- - <br />- - <br />PROPOSED DROP/GRATE INLET <br />(D./.� <br />TYPE-5 <br />TYPE-6 TYPE-3 <br />PROPOSED CATCH BASINS <br />INLET <br />INLET INLET <br />GENERAL NOTES., <br />• REFER TO SHEET C-0.1 FOR GENERAL NOTES AND <br />SPECIFICATIONS. <br />• ROADWAY PAVING SHALL MEET "HEAVY DUTY ASPHALT <br />PAVEMENT" SPECIFICATIONS, AS SHOWN ON SHEET C-7.1. <br />• ROADWAY WORK SHALL BE COVERED UNDER SEPARATE <br />CITY OF ZEPHYRHILLS PERMIT. <br />• ASSOCIATED LIMITS OF CONSTRUCTION IS APPROXIMATELY <br />0.60 ACRES. <br />• CURB & GUTTER SHALL ADHERE TO FDOT SPECIFICATIONS <br />AND STANDARD PLANS INDEX #520-001. <br />STR/P/NG NOTES <br />1. ALL PARKING LOT STRIPING ON ASPHALT SHALL BE 4" <br />WIDE WHITE, UNLESS OTHERWISE SPECIFIED IN THESE <br />PLANS. <br />2. STRIPING AND PAVEMENT MARKINGS SHALL CONFORM <br />TO THE MANUAL OF UNIFORM TRAFFIC CONTROL <br />DEVICES, LATEST EDITION, AND FOOT STANDARD PLANS <br />INDEX 711-001 "PAVEMENT MARKINGS". <br />3. PAINT STRIPING IN ALL PARKING LOT AND ASPHALT <br />PAVEMENT AREAS SHALL BE CONSTRUCTED WITH A <br />PAINT PRODUCT THAT PROVIDES A HIGH <br />SLIP -RESISTANT FINISH AND PREVENTS INDIVIDUALS <br />FROM SLIPPING WHEN STEPPING ON THE STRIPING IN <br />BOTH WET AND DRY PAVEMENT CONDITIONS. <br />0 <br />N <br />z <br />O <br />C'_'•F <br />a_ <br />R'. <br />W <br />A <br />A <br />II <br />O <br />z <br />c v� <br />z <br />AO <br />E+ <br />U <br />A <br />aI <br />I <br />c�.l�llco. <br />-4 -4 <br />C,2 <br />C\2I'W <br />CQ cm <br />02 <br />dcov <br />i C\1�1 o I <br />C\2 <br />W CQ <br />m <br />14 <br />E- E`- Ea. <br />E`-. <br />E`- Ea. <br />o <br />z <br />,-1 0 <br />DRAWN BY <br />CHECKED BY <br />RCL <br />TLF <br />DATE <br />06/29/2020 <br />SHEET TITLE <br />NEW CONNECTOR <br />ROAD PLAN <br />SHEET NUMBER <br />C-1 <br />. <br />WE <br />HGiA ✓OB NO. 2020- <br />