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CITYOF EPHY HILL
E TION 13, TOWN HIP 26 1 RAN E 21E
,GENERAL CONSTRUCTION NOTES GRADING NOTES
1 THE CONTRACTOR SHALL BE RESPONSIBLE TO FURNISH ALL MATERIAL AND LABOR TO CONSTRUCT
THE FACILITY AS SHOWN AND DESCRIBED IN THE CONSTRUCTION DOCUMENTS IN ACCORDANCE WITH
THE APPROPRIATE APPROVING AUTHORITIES, SPECIFICATIONS AND REQUIREMENTS. HE SHALL VISIT
THE SITE PRIOR TO BIDDING TO DETERMINE EXISTING CONDITIONS. HE SHALL CLEAR AND GRUB ALL
AREAS UNLESS OTHERWISE INDICATED, REMOVING TREES, STUMPS, ROOTS, MUCK AND ALL OTHER
DELETERIOUS MATERIAL.
2. ALL EXISTING UTILITIES SHOWN ARE LOCATED ACCORDING TO THE INFORMATION AVAILABLE TO THE
ENGINEER AT THE TIME THE DRAWINGS WERE PREPARED AND HAVE NOT BEEN INDEPENDENTLY
VERIFIED BY THE OWNER OR THE ENGINEER. GUARANTEE IS NOT MADE THAT ALL EXISTING
UNDERGROUND UTILITIES ARE SHOWN OR THAT THE LOCATION OF THOSE SHOWN ARE ENTIRELY
ACCURATE. THE LOCATIONS SHOWN ARE FOR BIDDING PURPOSES ONLY. FINDING THE ACTUAL
LOCATION OF ANY EXISTING UTILITIES IS THE CONTRACTOR'S RESPONSIBILITY AND SHALL BE DONE
BEFORE HE COMMENCES ANY WORK IN THE VICINITY. FURTHERMORE, THE CONTRACTOR SHALL BE
FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES DUE TO THE CONTRACTOR'S FAILURE TO EXACTLY
LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. THE OWNER OR ENGINEER WILL
ASSUME NO LIABILITY FOR ANY DAMAGES SUSTAINED OR COST INCURRED BECAUSE OF THE
OPERATIONS IN THE VICINITY OF EXISTING UTILITIES OR STRUCTURES, NOR FOR TEMPORARY
BRACING AND SHORING OF SAME. IF IT IS NECESSARY TO SHORE, BRACE, SWING OR RELOCATE A
UTILITY, THE UTILITY COMPANY OR DEPARTMENT AFFECTED SHALL BE CONTACTED AND THEIR
PERMISSION OBTAINED REGARDING THE METHOD TO USE FOR SUCH WORK.
3. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE VARIOUS UTILITY COMPANIES WHICH MAY
HAVE BURIED OR AERIAL UTILITIES WITHIN OR NEAR THE CONSTRUCTION AREA BEFORE COMMENCING
WORK. THE CONTRACTOR SHALL PROVIDE 48 HOURS MINIMUM NOTICE TO ALL UTILITY COMPANIES
PRIOR TO BEGINNING CONSTRUCTION. A LIST OF THE UTILITY COMPANIES WHICH THE CONTRACTOR
MUST CALL BEFORE COMMENCING WORK IS PROVIDED ON THE COVER SHEET OF THESE
CONSTRUCTION PLANS. THIS LIST SERVES AS A GUIDE ONLY AND IS NOT INTENDED TO LIMIT THE
UTILITY COMPANIES WHICH THE CONTRACTOR MAY WISH TO NOTIFY.
4. THE CONTRACTOR SHALL BE RESPONSIBLE TO OBTAIN ALL REQUIRED CONSTRUCTION PERMITS AND
BONDS PRIOR TO CONSTRUCTION.
5. THE CONTRACTOR SHALL HAVE AVAILABLE AT THE JOB SITE AT ALL TIMES ONE COPY OF THE
CONTRACT DOCUMENTS INCLUDING PLANS, SPECIFICATIONS, AND SPECIAL CONDITIONS, AND COPIES
OF ANY REQUIRED CONSTRUCTION PERMITS.
6. ANY DISCREPANCIES ON THE CONSTRUCTION DRAWINGS SHALL BE IMMEDIATELY BROUGHT TO THE
ATTENTION OF THE OWNER BEFORE COMMENCING WORK. NO FIELD CHANGES OR DEVIATIONS FROM
DESIGN ARE TO BE MADE WITHOUT PRIOR APPROVAL OF THE OWNER AND NOTIFICATION TO THE
ENGINEER.
7. ALL COPIES OF COMPACTION, CONCRETE AND OTHER REQUIRED TEST RESULTS ARE TO BE SENT TO
THE OWNER AND TO THE ENGINEER OF RECORD DIRECTLY FROM THE TESTING AGENCY WITHIN ONE
(1) WEEK OF TESTS BEING PERFORMED.
8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SUBMITTING TO THE ENGINEER A CERTIFIED RECORD
SURVEY SIGNED AND SEALED BY A PROFESSIONAL LAND SURVEYOR REGISTERED IN THE STATE OF
FLORIDA DEPICTING THE ACTUAL FIELD LOCATION OF ALL CONSTRUCTED IMPROVEMENTS THAT ARE
REQUIRED BY THE JURISDICTIONAL AGENCIES FOR THE CERTIFICATION PROCESS. ALL CERTIFIED
RECORD SURVEYS SHALL BE PROVIDED TO THE ENGINEER AT LEAST 60 DAYS PRIOR TO POSSESSION.
ALL SURVEY COSTS WILL BE THE CONTRACTOR'S RESPONSIBILITY. ALL RECORD SURVEYS SHALL
ALSO BE PROVIDED TO THE ENGINEER IN ELECTRONIC DWG FORMAT 60 DAYS PRIOR TO POSSESSION.
9. ALL NECESSARY INSPECTIONS AND/OR CERTIFICATIONS REQUIRED BY CODES, JURISDICTIONAL
AGENCIES AND/OR UTILITY SERVICE COMPANIES SHALL BE PERFORMED PRIOR TO ANNOUNCED
BUILDING POSSESSION AND THE FINAL CONNECTION OF SERVICES.
10. ALL VEGETATION FROM CLEARING / GRUBBING WILL BE DISPOSED OF OFF -SITE.
LEGAL DESCRIPTION
SEE SURVEY SHEETS FOR LEGAL DESCRIPTIONS OF ALL PARCELS.
LIST OF CONTACTS
1 THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR
ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS
OF THE VARIOUS UTILITY COMPANIES, AND WHERE POSSIBLE, MEASUREMENTS TAKEN IN
THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE.
THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANIES AT LEAST 72
HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT
SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING
UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE
PLANS.
2. ALL CUT OR FILL SLOPES SHALL BE 3:1 OR FLATTER UNLESS OTHERWISE NOTED.
3. PRECAST STRUCTURES MAY BE USED AT CONTRACTORS OPTION.
4. EXISTING GRADE CONTOUR INTERVALS SHOWN AT 0.5 FOOT.
5. PROPOSED GRADE CONTOUR INTERVALS SHOWN AT 0.5 FOOT.
6. ALL STORM PIPE ENTERING STRUCTURES SHALL BE GROUTED TO ASSURE CONNECTION
AT STRUCTURE IS WATERTIGHT.
7. ALL STORM SEWER MANHOLES IN PAVED AREAS SHALL BE FLUSH WITH PAVEMENT, AND
SHALL HAVE TRAFFIC BEARING RING & COVERS. MANHOLES IN UNPAVED AREAS SHALL
BE 6" ABOVE FINISH GRADE. LIDS SHALL BE LABELED "STORM SEWER".
8. THE CONTRACTOR SHALL ADHERE TO ALL TERMS & CONDITIONS AS OUTLINED IN THE
EPA OR APPLICABLE STATE GENERAL N.P.D.E.S. PERMIT FOR STORM WATER DISCHARGE
ASSOCIATED WITH CONSTRUCTION ACTIVITIES.
9. CONTRACTOR SHALL ASSURE POSITIVE DRAINAGE AWAY FROM BUILDINGS FOR ALL
NATURAL AND PAVED AREAS.
10. TOPOGRAPHIC INFORMATION IS TAKEN FROM A TOPOGRAPHIC SURVEY BY LAND
SURVEYORS. IF THE CONTRACTOR DOES NOT ACCEPT EXISTING TOPOGRAPHY AS
SHOWN ON THE PLANS, WITHOUT EXCEPTION, THEN THE CONTRACTOR SHALL SUPPLY,
AT THEIR EXPENSE, A TOPOGRAPHIC SURVEY BY A REGISTERED LAND SURVEYOR TO
THE OWNER FOR REVIEW.
11. CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE GOVERNING CODES AND BE
CONSTRUCTED TO SAME.
12. ALL STORM STRUCTURES SHALL HAVE A SMOOTH UNIFORM POURED MORTAR INVERT
FROM INVERT IN TO INVERT OUT.
13. PIPE LENGTHS LISTED ARE BASED ON HORIZONTAL DISTANCE FROM CENTER OF
STRUCTURE TO CENTER OF STRUCTURE AND USED FOR DESIGN. CONTRACTOR TO
FIELD VERIFY ACTUAL PIPE LENGTHS NEEDED FOR CONSTRUCTION.
14. THE DATUM SHOWN ON THE GRADING PLAN IS NAVD 88.
15. SIDEWALKS ARE DESIGNED TO MEET ADA REQUIREMENTS WITH A MAX LONGITUDINAL
SLOPE OF 5% AND A MAX CROSS SLOPE OF 2%. THE CONTRACTOR SHALL CONTACT THE
ENGINEER IMMEDIATELY IF SLOPES DO NOT MEET THESE ADA REQUIREMENTS.
HISTORIC RESOURCES STATEMENT
THE FOLLOWING REQUIREMENTS APPLY TO ALL BUILDING CONSTRUCTION OR ALTERATION,
OR LAND ALTERATION ACTIVITIES.
A. IF EVIDENCE OF EXISTENCE OF HISTORIC RESOURCES IS DISCOVERED OR OBSERVED
AT DEVELOPMENT SITES OR DURING DEVELOPMENT ACTIVITIES AFTER FINAL
APPROVAL, ALL WORK SHALL CEASE IN THE AFFECTED AREA. THE DEVELOPER,
OWNER, CONTRACTOR, OR AGENT THEREOF SHALL NOTIFY THE FLORIDA DIVISION OF
HISTORICAL RESOURCES WITHIN TWO WORKING DAYS. EXAMPLES OF EVIDENCE OF
HISTORIC RESOURCES INCLUDE WHOLE OR FRAGMENTARY STONE TOOLS, SHELL
TOOLS, ABORIGINAL OR HISTORIC POTTERY, HISTORIC GLASS, HISTORIC BOTTLES,
BONE TOOLS, HISTORIC BUILDING FOUNDATIONS, SHELL MOUNDS, SHELL MIDDENS, OR
SAND MOUNDS.
B. IF ANY HUMAN SKELETAL REMAINS OR ASSOCIATED BURIAL ARTIFACTS ARE
DISCOVERED AT DEVELOPMENT SITES OR DURING DEVELOPMENT ACTIVITY, ALL WORK
IN THE AREA MUST CEASE, AND THE CONTRACTOR MUST IMMEDIATELY NOTIFY THE
NEAREST LAW ENFORCEMENT OFFICE. ACCORDING TO CHAPTER 872, FLORIDA
STATUTES, IT IS UNLAWFUL TO DISTURB, VANDALIZE, OR DAMAGE A HUMAN BURIAL.
CABLE
TELEPHONE
ELECTRIC
BRIGHT HOUSE NETWORKS - CITRUS
VERIZON FLORIDA, INC.
DUKEENERGY
MIKE KIKER
DAVID WYNNS
SHARON DEAR
30432 SR 54
1909 U.S. HIGHWAY 301 N.
452 E CROWN POINTE RD
WESLEY CHAPEL, FL 33543
TAMPA, FL 33619
WINTER GARDEN, FL 33787
PHONE: 813-862-0522 EXT: 84263
PHONE: (813) 627-8343
PHONE: 407-905-3321
CITY WATER AND SEWER NATURAL GAS
PRIVATE WATER
CITY OF ZEPHYRHILLS
TECO PEOPLES GAS - TAMPA
ZEPHYRHILLS SPRING WATER COMPANY
BRUCE SELLERS
LUIS CASTELLANO
MATT MCCONNELL
39421 SOUTH AVE
1400 CHANNELSIDE DRIVE
4330 20TH ST.
ZEPHYRHILLS, FL 33542
TAMPA, FL 33605
ZEPHYRHILLS, FL 33542
PHONE: 813-780-0000 EXT: 3567
PHONE: 813-275-3743
PHONE: 813-783-1959 Ext: 352
LOCATION SERVICES
FLORIDA ONE -CALL - 811
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SITE LOCATION MAP
N.T.S.
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N.T.S. 0"O"a
SHEET LIST TABLE
SHEET NUMBER
SHEET TITLE
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COVER PAGE
SHEET I OF I
TOPOGRAPHIC SURVEY
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SITE PAVING GRADING AND DRAINAGE PLAN
C200
CROSS SECTIONS
C300
DETAILS
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A PORTION OF
SECTION 13, TOWNSHIP 26 SOUTH, RANGE 21 EAST
PASCO COUNTY, FLORIDA
kRY 5LWLR MANHOLL
79.04'
N = 73.38'
PVC PIPES
�TS = 78.96'
!TS = 79.02'
BENCHMARK #1
TOP OF NAIL & DISK "LB 4514"
ELEVATION= 80.23' (NAVD88)
EWER MANHOLE
,7'
74.89'
74.93'
�NCHMARK #2
)P OF NAIL & DISK "LB 4514"
EVATION= 82.77' (NAVD88)
IER MANHOLE
75.81'
11
LEGEND
IP, IR = IRON PIPE, ]RON ROD
CM = CONCRETE MONUMENT
(F� FI ELD DERIVED MEASUREMENT
p M EASUREMENT PER PLAT
D MEASUREMENT PER DESCRIPTION
IE Z PROPERTY LINE, CENTERLINE
R/W RIGHT OF WAY
PVC POLY-VIN YL- CH LORI DE PIPE
NAIL & DISK W E
ROAD SIGN
LIGHT POLE
SANITARY SEWER MANHOLE
POWER POLE
GUY ANCHOR
WATER METER
TELEPHONE EQUIPMENT BOX
GATE VALVE S
W WATERLINE MARKER
0 BOLLARD SCALE 1 40'
JR MONITOR WELL
T TELEPHONE LINE FLAG
N FIRE HYDRANT 0 20 40 80
IN = POST
X = PALM TREE (SIZE INDICATED)
0 = OAK TREE (SIZE INDICATED)
0 = UNKNOWN TREE (SIZE INDICATED)
= VERTICAL CONTROL BENCHMARK
= ASPHALT
= CONCRETE
SURVEYOR'S NOTES:
1 Use of of this survey for purposes other than intended, without written
verification, will be at the user's sole risk and without liability to the
surveyor. Nothing herein shall be construed to give any rights or benefits
to anyone other than those certified to.
2. This survey was prepared without an abstract of title; therefore the
undersigned makes no guarantees or representations regarding information
shown hereon pertaining to easements, rights —of —way, setback lines,
agreements, reservations, or other similar matters.
3. No underground installations, improvements or encroachments have been
located except those shown hereon.
4. No instruments of record reflecting easements, right—of—ways and/or
ownership were furnished to the undersigned except as shown.
5. Elevations shown hereon are based upon North American Vertical Datum of
1988 (NAVD88), NGS Benchmark "K 736", located at the Zephyrhills City
Airport, 0.1 miles inside the gate, North of "B" Avenue.
Published elevation = 80.37' (NAVD88).
6. Subject property may contain lands that are subject to jurisdiction or
restriction by one or more of the following agencies: Army Corp. of
Engineers, Southwest Florida Water Management District (S.W.F.W.M.D.) or
Florida Department of Environmental Protection (F.D.E.P.).
Dcte of Field Survey: 5/22/14
For D.C. Johnson & Associates, Inc.
Christopher H. Xynides
Florida Registered Surveyor and Mapper No. 5566
Florida Licensed Business Number 4514
Not valid without the signature and the originol raised seal of a
Florida licensed surveyor and mapper.
11
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< 3S 79.75 7950
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80.01,
3 (50.0
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-80.25
OS: 80.37 0
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80.0 0 0 C V: 75.50
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END SECTION
6\01
6' PVC INV: 74.00
0 2. 6
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JOP: 80.0' 80.81
EOS: 80.66 Bj,5
8 0,
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LIMITS OF SKATE PARK CONSTRUCTION. ' , 0 1 t I
80.75 8c).5 / (? /At,-,
PROPOSED SPOT ELEVATIONS AND CONTOURS\ Fq TOP: 80.62 7 N,
SHOWN WITHIN ARE FORAOUGH GRADING 80.50 EOS: 80.29
PURPOSES ONLY. SPECIALIZED SKATE PARK 8 .66 OP: 79.39 (0*
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CON CTOR TO SET FINAL GRADES BASED ON
D� GN AND CONSTRUCTION PRINCIPALS. c1r /V
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THEIrR 1 80.48
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79. STORMWATER POND
CONTRACTOR TO EOS-
80.29
a PROTECT E)aSTING TREE
Q) _p� R20.0' Q . . 82., TOB: EL, 78.5 (0.131 AC)
N. . . . . . . . . . . .
PROPOSED CONCRETE 80,2Q. TOP: 79. BOP: EL, 74.0 (0.036 AC)
0
SIDEWALK PER FDOT 1 0 957
Ar EO$:79.
L WEIR EL: 78.0
INDEX#310 81.01
4L 5
DHWL: 78.04
Cc b R24.0' TOP: �9.65 Ili V ov.
8z. o EOS: 79.32
80.78 81 SHWL: 72.0
R58.0' *4. 6 9
Go 01.0
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0 81.01
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R50.0'
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81.35
7D 79.50
79.85
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CONTRACTOR TO
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PROTECT EXISTING TREE
E 81.43 SF 79.77 79.25
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LEGEND
PROJECTLIMITS
LIMITS OF SKATE PARK
EXISTING SPOT ELEVATION
EXISTING CONTOUR
_37.5-
PROPOSED CONTOUR
PROPOSED DRAINAGE SWALE
40.03
PROPOSED SPOT GRADE
TOP: TOP OF PAVEMENT
EOS: EDGE OF SURFACE
1.00y
PROPOSED DRAINAGE SLOPE
PROPOSED CROSS SECTION
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C SEE PLAN SHEET C200
APPROXIMATE LOCATION OF BORING
(SEE GEOTECHNICAL REPORT)
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RIM OF BOWL
TEMP. SILT ELEV:82.50
FENCE
4.0" 00%
TURN DOWN
PROPOSED SKATE PARK
GRADE BOWL TO BE
DESIGNED
BY OTHERS.
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80 80
EXISTING
-7(9 GRADE
78
M.E. ELEV.79.09
BOTTOM OF BOWL
ELEV:77.50
76 76
74 74
CROSS SECTION A -A
SCALE: I"=2'(VERT.) AND 1"=20'(HORIZ.)
TEMP. SILT
FENCE
DESIGN HIGH
80 WATER LEVEL 80
25YEAR-24HOUR STORM
ELEV:78.04
TOP OF BANK
TOP OF BANK ELEV:78.50
ELEV:78.50
lam-
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GRADE
PROPOSED
GRADE
76
76
STABILIZED
SOD
REMOVE SILTS & \\_BOTTOM OF POND
SEDIMENTATION ELEV:74.00
FROM BOTTOM OF
POND. BARE EARTH
72 PLACE FINAL 6" OF
FILL AFTER 72
COMPLETION OF ALL
PAVING SEASONAL HIGH
OPERATIONS WATER TABLE
ELEV:72.00
70 70
CROSS SECTION B-B
SCALE: 1"=2'(VERT.) AND 1"=20'(HORIZ.)
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TIES OR OTHER SILT FENCE MATERIAL AND WOVEN WIRE FENCE
RE7QU/RE44 a y ACROSS TWO POSTS
FASTENERS LEN 7-s MON 0 -SILT FENCE MATERIAL TO
(SEE NOTE 2) AP BE FASTENED SECURELY
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AT 30" ON CENTER
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INVERT ELEV. 78.0 GREATER). Lli
FIBERGLASS SKIMMER IN
ACCORDANCE NTH FDOT INDEX
TOP OF WALL
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* USE ALTERNATIVE SIZE STEEL TUBES (2X2. 2X4, 2X6)
AT THE DISCRETION OF THE SKATE PARK SPECIALISTS.
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COLD JOINT. TYPICAL
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RAIL SECTION
NOT TO SCALE
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LOCATE ON ALL TOP EDGES (TYP.)
SEE SLANT LEDGE DETAIL
SUITABLE FILL MATERW_.
AS APPROVED BY ENGINEER
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60$
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— — — — — — — — — — — —
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IN. Z====
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AS SHOWN ON PLANS
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WRAP CROSS BARS AROUND
BAR AT 12- O.C. MAX. (TYP.)
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NOT TO SCALE
INSTALL FLUSH W/ CONCRETE (TYP.)
GRIND CONCRETE AFTER INSTALLATION
IF NECESSARY.
4'
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pow
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STEEP SLANT DETAIL
NOT TO SCALE
1— 1/2" VAR I E&O-- -VA I E VARIES
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11
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* USE ALTERNATIVE SIZE STEEL TUBES (2X2. 2X4, 2X6)
AT THE DISCRETION OF THE SKATE PARK SPECIALISTS.
EMBANKMENT
COLD JOINT. TYPICAL
VARIES SEE GRADING PLAN
CONCRETE PAVING
COMPACTED SUBGRADE
3"
RAIL SECTION
NOT TO SCALE
CAULK WITH ELASTIC CAULK
GRIND EDGE (SEE GRIND EDGE DETAIL)
LOCATE ON ALL TOP EDGES (TYP.)
SEE SLANT LEDGE DETAIL
SUITABLE FILL MATERW_.
AS APPROVED BY ENGINEER
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60$
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zzz=zz=z
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if
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b, 414
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— — — — — — — — — — — —
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89 ---------
IN. Z====
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4
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WRAP CROSS BARS AROUND
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NOT TO SCALE
INSTALL FLUSH W/ CONCRETE (TYP.)
GRIND CONCRETE AFTER INSTALLATION
IF NECESSARY.
4'
q A' 4. A-- 374-1/270
pow
STEEL TUBING (TYP.)
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STEEP SLANT DETAIL
NOT TO SCALE
1— 1/2" VAR I E&O-- -VA I E VARIES
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11
6"
1.5'
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6"
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NOT TO SCALE
3 -0-x3/16- WALL
STEEL TUBE RAJL & POST.
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MOUNT INTO SLEEVES
CRETE PAVING
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CONT. WELD ALL JOINTS
6,-
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3'*
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6"x24'x#3 OR 6*x24*x#4
REBAR WELDED TO PIPE AT
36" O.C. & 3s FROM EACH
END (TYP.) PRIOR TO
JOINING SECTIONS. CONT.
WELD ALONG 6" SECTION
OF REBAR. TIE INTO REBAR
CAGE.
CONCRETE ELEMENT
NOTE:
MITER ALL CORNER JOINTS. CONT. WELD 1/19" CHAMFER ON ALL EXPOSED 1.
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ENGINEER PRIOR TO INSTALLATION FOR APPROVAL
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