|
x ' 1o52x 6 M � T �( 6 68 L.F.of 12 "PVC I to
<br />/ p 109 �6 x1,0 1101x �i��i�C (SCH 80) ® 0.50% �n
<br />109 / 6 I W 'n
<br />� Y
<br />CLEANju4. T I a 000 �I
<br />INV.= 34 > m r ��
<br />/
<br />/ // '
<br />O. 0.12 / 110 110 9 S.89'38' 24 "E, 110 3 156.59' 1 09 5 0 1 1 0 a 10 f
<br />/ x
<br />PP
<br />65 / RELOCATE / '" CURB -�
<br />/ 1 9 x EXISTING / r 6
<br />° - - 50' X 6'ht.CHAIN LINK FENCE
<br />GTE BOX os,� ° e� o o g� o8 I AROUND POND
<br />10 1 �? 9 i 5 3
<br />0 0 10 10 0 � 0 1
<br />0 x� x X 1 x10
<br />PIPE INV.= 104.25
<br />�V ' ��'/ c ' oy / J• I N ON 2'x2' CONC. PAD
<br />20' 24' 20' D �;, A A
<br />J o�� /' S / k'__ STOPS °' ( RETENTION POND
<br />(TYPICAL) I x TOB = 107.50
<br />o$� BOT.= 104.00
<br />l Ids P IE� ^JrU
<br />bb/ DAT
<br />/ / / �• / o a y END BLOCK WALL UtL; D>rf�? PMaui
<br />10.15 / d9 R `` / 09 9 \09. x 10�' o ° x10 5 I 101 3 1 06 5 B
<br />LJO
<br />N
<br />OUTFALL STRUCTURE
<br />20' b I INV.= 107.25
<br />10 / 08.7 Og qi °0 0 ALL1�OdKS "A'- Lw•�'u'LY
<br />W1T'i'LL
<br />NREv.NjLLNG' G
<br />9 WISES, F1-�� A t3Ui1.Da'`ID
<br />x x110.2 5 /
<br />( UU1 NA1101 AL IcL ECT1tIC CO!?L
<br />PROVIDE ACCESS SIGN
<br />ADDITIONAL
<br />PARKING
<br />m
<br />x110 �O
<br />x110 q0
<br />'01\0
<br />/ 5 crTY 0;r z EI,Ky1U{1LLSO Rllll1N. < .
<br />24' --- -____a �8S ° 3 OFFICE RETAIL
<br />09 ' °y / ` 2p. ° ^� � I VERTICAL WALL W FOOTER LOCK
<br />x1o g. c�
<br />��/ ` - 0 �'•�� BUILDING �
<br />/
<br />DOUBLE DETECTOR
<br />CHECK VALVE ASS'Y /
<br />APPROVED SUBJECT 10 ATTACHED CONDI110NS
<br />SITE PUN APPROVAL EXPRIES
<br />:i I Ir PLAII RE -VIEW FEE RECEIVED
<br />DATE_.. _AMOUNT
<br />SITE PLA14 PFVIF:W APPROVAL
<br />CITY Of Z(:I'HYRHILLS
<br />TH13 DA' OF 19
<br />Airport Manage
<br />Building Dept
<br />Planning Dept._
<br />Public W orks DW .
<br />Utilities Dept. f.�-- --
<br />Fire Dept�
<br />Police D
<br />City Manager
<br />10 6. / cy / \ � -- • • 24' TOP OF WALL = 107.50
<br />logo ,l�j 1096 TYPE 'C' GRATE INLET 20 140 L.F. of 101 �V. x
<br />1 1/2 1o6� I 10 6 x1o5
<br />/ TOP = 108.0 " PVC ON 2'x2'x4 "thk. CONC, PAD
<br />PIPE INV.= 104.10
<br />SANITARY MANHOLE / / \ INV.= 104.68 WATER SERV. Q o 7,800 sq.ft. I
<br />TOP = 108,00 // \ - 4
<br />\ -
<br />INV. = 101.52 3 F.F.= 108.50 0
<br />/ / CLEANOUT I
<br />08 2 \ 108 -4" PVC ® 1.00% �VP = 102.60 0
<br />o
<br />/ \ SCALE: 1 " = 20'
<br />/ \ \ CcD 0.50% TYPE 'E' GRATE INLET
<br />Z I JUNCTION MANHOLE
<br />TOP = 107.00
<br />G. v} �� \ \ ELOCAI 9 6 CURB INV.= 104.43 92 L.F, of 12 "x23" TOP = 108.00
<br />P•P• O o � ExfsTING 0 `'' INV.= 104.15
<br />• ERCP ® 0.30% vi
<br />/ .. `S �g ) PWR' 1101-E 36 "Oak u �2. �O 8" Oak ,O�°� w
<br />O oa, O
<br />fi� 29 ' I 4 / ' tl � o � \ (1'. � V C '(d 108• ® U$, q .O O c t . ,
<br />lO6. / _ - - - - - - ( - x� N 89 58'36" E - 154.00'
<br />Signor � N.89'38'00 "W.\ o �. o o �� G 231.83 �o /o C.L.F. on Masonry Wall
<br />o
<br />oxO Sign SST
<br />\ ° 10' 10
<br />I Conan / R
<br />BENCHMAK I
<br />Pble _ A 2!5' I?�W per 0'l? Hntil !i71), I'ct�fe Fi(1
<br />NW CORNER SW 1/4
<br />\ SW 1/4 SECTION 2
<br />10 � x1o `\ \- - -� - - - - -- ,�1� - - - -- - - - - - -- - - -- - x 6 � -- - -��' -------- - - - - -- - - -
<br />I�j6 $ �� \ \ \ \ - 101 - -- 15 --- - - - - -- I Meter - - --
<br />x1o� MATCH EDGE OF \ CONCRETE STEPS TO EXISTING FIELD LOCATE Plonter 30'
<br />Existing
<br />/ \ Asphalt \ EXISTING PAVEMENT \ ASPHALT PAVEMENT W /HANDRAILS DUMPSTER PAD Existin
<br />Asphalt
<br />�o. \ PROVIDE 12 ADDITIONAL PARKING SPACES - - - r.r.1o4.73
<br />1} \\ PER CROSS- EASEMENT AGREEMENT �$
<br />1 o \ O 1 \
<br />CONSTRUCT 245 L.F.of ` � \
<br />1 \ 4" PVC ® 1.00% `\ 0 �
<br />\ O \ �� Existing
<br />Existing cl' \
<br />x10 �g2 Asphalt \\ \ \ Concrete /
<br />Existing
<br />1 Story
<br />Masonry
<br />r, Office
<br />\ v+ I I I \ v
<br />i 5,340 sq.ft.
<br />O 2� - 108.94
<br />\� GTE
<br />Box
<br />�
<br />Exist.Son.MH \_ _-
<br />Rim= 108.90
<br />E.Inv, =98.60
<br />ss -NI
<br />II
<br />II
<br />I1
<br />II
<br />1� 11 � •�
<br />` SANITARY MANHOLE
<br />TOP = 108.30
<br />INV. = 99.07
<br />Existing Existing 6" PVC
<br />Asphalt Sanitary Sewer
<br />Existing
<br />Metal Building
<br />22,482 sq.ft.
<br />F.F. = 107.20
<br />DESCRIPTION:
<br />THE SOUTH 1/2 OF TRACT 96, ZEPHYRHILLS COLONY COMPANY LANDS IN SECTION 3, TOWNSHIP 28
<br />SOUTH, RANGE 21 EAST, LYING EAST OF THE RIGHT OF WAY OF US HIGHWAY NO, 301, PASCO
<br />COUNTY, FLORIDA. TOGETHER WITH THAT PORTION OF VACATED ZEPHYRHILLS COLONY COMPANY
<br />LANDS RIGHT OF WAY LYING EAST OF THE ABOVE DESCRIBED PARCEL. TOGETHER WITH THAT
<br />PORTION OF THE VACATED SEABOARD COASTLINE RAILROAD RIGHT OF WAY RECORDED IN OR BOOK
<br />3430, PAGE 773, AND DESCRIBED AS FOLLOWS; COMMENCE AT THE NE. CORNER OF SE, 1/4 OF
<br />SE. 1/4 OF SAID SECTION 3; THENCE ALONG NORTH LINE OF SE. 1/4-OF SE. 1/4 S•88'50'15 "W•,
<br />169.19 FEET FOR P.O,B., THENCE CONTINUE S.88'50'15 "W., 63.80 FEET TO SOUTHEASTERLY
<br />RIGHT OF WAY LINE OF US HIGHWAY NO, 301, THENCE ALONG SAID SOUTHEASTERLY RIGHT OF WAY
<br />N.23'10'15 "E., 75,79 FEET TO SAID NORTHEASTERLY RAILROAD RIGHT OF WAY LINE; THENCE
<br />ALONG SAID NORTHEASTERLY RAILROAD RIGHT OF WAY LINE, S,26'24'45 "E„ 76.35 FEET TO P.O.B.
<br />SITEPLAN
<br />SUN STATE ALUMINUM
<br />Zephyrhills, Pasco County, Florida
<br />PREPARED FOR
<br />SUN STATE ALUMINUM, INC.
<br />37528 S.R. 54 West
<br />Zephryhills, FI 33541 (813) 788 -7308
<br />9F 3-
<br />F -
<br />411
<br />WILLIAM F. CARTER, P.E. NO. 41852
<br />GENERAL NOTES
<br />1, ALL SPECIFICATIONS AND DOCUMENTS REFERRED TO SHALL BE OF
<br />LATEST REVISION.
<br />2. ALL WORK PERFORMED SHALL COMPLY WITH THE REGULATIONS AND
<br />ORDINANCES OF THE VARIOUS GOVERNMENTAL AGENCIES HAVING
<br />JURISDICTION OVER THE WORK.
<br />3. LOCATIONS, ELEVATIONS, AND DIMENSIONS OF EXISTING
<br />UTILITIES, STRUCTURES AND OTHER FEATURES ARE SHOWN
<br />ACCORDING TO THE BEST INFORMATION AVAILABLE AT THE TIME
<br />OF PREPARATION OF THESE PLANS, THE CONTRACTOR SHALL
<br />VERIFY THE LOCATIONS, ELEVATIONS, AND DIMENSIONS OF ALL
<br />EXISTING UTILITIES, STRUCTURES AND OTHER FEATURES
<br />AFFECTING THIS WORK PRIOR TO CONSTRUCTION.
<br />4. ALL UNDERGROUND UTILITIES MUST BE IN PLACE AND TESTED OR
<br />INSPECTED PRIOR TO BASE AND SURFACE CONSTRUCTION.
<br />5. ALL WATER AND SANITARY SEWER WORK SHALL CONFORM WITH THE
<br />CITY OF ZEPHYRHILLS UTILITY DEPARTMENT.
<br />6. ALL WATER MAINS SHALL HAVE AN MINIMUM OF 36 INCHES OF
<br />COVER.
<br />7. THRUST BLOCKING SHALL BE PROVIDE AT ALL BENDS AND FITTINGS.
<br />8. EMBANKMENT WITHIN THE ROADWAY RIGHT -OF -WAY, UNDER ALL
<br />PAVEMENTS, AND ON BUILDING SITES SHALL BE COMPACTED TO A
<br />DENSITY OF NOT LESS THAN 100 PERCENT OF ITS MAXIMUM
<br />DENSITY AS DETERMINED BY AASHTO T -99,
<br />9. ALL CONSTRUCTION DEBRIS AND OTHER WASTE MATERIAL SHALL BE
<br />DISPOSED OF OFF -SITE IN ACCORDANCE WITH APPLICABLE
<br />REGULATIONS, EXISTING PAVEMENT AND BASE SHALL BE RE -USED,
<br />10. CONTRACTOR SHALL CLEAR AND GRUB ONLY THOSE PORTIONS OF
<br />THE SITE NECESSARY FOR CONSTRUCTION, DISTURBED AREAS WILL
<br />BE SEEDED, MULCHED, SODDED OR PLANTED WITH OTHER APPROVED
<br />LANDSCAPE MATERIAL IMMEDIATELY FOLLOWING CONSTRUCTION.
<br />11. IF WIND EROSION BECOMES SIGNIFICANT DURING CONSTRUCTION,
<br />THE CONTRACTOR SHALL STABILIZE THE AFFECTED AREA USING
<br />SPRINKLING, IRRIGATION OR OTHER ACCEPTABLE METHODS,
<br />12, CONTRACTOR SHALL TRIM, TACK AND MATCH EXISTING PAVEMENT
<br />AT LOCATIONS WHERE NEW PAVEMENT IS SHOWN TO BE BUILT,
<br />LEGEND
<br />;oak Existing Tree To Remain
<br />Existing Spot Grade
<br />�-�- SURFACE WATER FLOW
<br />BENCHMARK - BASIS OF ELEVATION;
<br />STATE ROAD DEPARTMENT BENCHMARK,
<br />CONCRETE MOUNBENT WITH BRASS DISK,
<br />ELEVATION = 109.30
<br />N 01E:
<br />PROVIDE SEDIMENT CONTROL FENCING ALONG
<br />THE EAST AND SOUTH PROPERTY LINES,
<br />THE PROPERTY IS ZONED C -2
<br />SITE COVERAGE:
<br />EXISTING CONDITIONS, VACANT LOT W /TREES
<br />IMPERVIOUS = 4,541 S.F.
<br />GREEN SPACE = 27,693 S.F.
<br />SITE AREA = 32,234 S.F. (0.74 ac)
<br />PROPOSED;
<br />= 24
<br />= 2
<br />spaces
<br />spaces
<br />(cal F] IF)
<br />BUILDING =
<br />7,800
<br />sq.ft.
<br />= 24.20%
<br />ASPHALT /CONCRETE =
<br />13,785
<br />sq.ft.
<br />= 42.76%
<br />RETENTION POND =
<br />3,900
<br />sq.ft. =
<br />12.10%
<br />OPEN /GREEN SPACE =
<br />6,749
<br />sq.ft. =
<br />20.94%
<br />TOTAL PROJECT AREA
<br />= 32,234 sq.ft.
<br />= 100% (0.74 acres)
<br />PARKING;
<br />PROPOSED SPACES SHOWN
<br />HANDICAPPED SPACES SHOWN
<br />= 24
<br />= 2
<br />spaces
<br />spaces
<br />(cal F] IF)
<br />= 2�
<br />PARKING SPACES REQUIRED
<br />= 39
<br />spaces
<br />PARKING SPACES (OFF SITE)
<br />= 12
<br />spaces
<br />(PER CROSS- EASEMENT AGREEMENT)
<br />TOTAL PARKING SPACES PROVIDED = 39 spaces
<br />5
<br />IA/ C n IAIt
<br />NO. REVISIONS
<br />or
<br />1 PER S.W.F,WM.D. COMMENTS
<br />2 GENERAL
<br />DATE
<br />3 -20 -2001
<br />6 -1 -2001
<br />4 -18 -2002
<br />ENGINEERING
<br />LAND PLANNING 8. REZONING
<br />SURVEYING
<br />Phone: (813) 908 -3396 Fax: (813) 908 -3396
<br />Phone: (813) 264 -7650 Email; teknicaddUaol com
<br />SHEET NO
<br />14918 Knotty Pine Place, Tampa, Florida 33625
<br />
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