HomeMy WebLinkAbout40420 FREE FALL AVE (2) ! I . i
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,Lepb)'rhi//sC� ZEPHY"RHII.LS �IRE DEP'�RTM�I�]�T
` Zephyrhilis Florida 33540
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38410 6th Avenue � Bus (813} 7$2-81$4 Fax (813} 78$-3293
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,�� Ju�y 3Q, 1998 i ' `
Fixe Chief j f
Robert Harlwig �� j �
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Assistant Chief �antractor _ -
Jim Johnstan Praud Pelican ConstrIuction
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Th�following items shall be installed before building can r�ceive a final approval.
;i l. A one haur fire wall t.hat separates the building occupancies. �
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' 2. Smoke detectors shall be installed as to meet NFPA 101 and the�ity of
Zephyrhills or 'd�ance. (Smoke detectors in a11 office spaces, �
' bathroams, storage rooms,�nd electrical rooms. All smoke detectors
!� shall�e hard wired in series.) i
Professionally, � � j
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wt.r..��.i�.�E.C�{.ir�y,� i
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3immy E. Williams '
�� Fire Safety Inspector i
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CONS DLANS
ZEP H R
L
IN D U
S T A IRPARK
FOR
PR UD P DCAN CONNSTRUC 0ON
ojecil Number 97503-®
PREPARED BY
• COASTA NG EERING A OC ES , INC.
9 CANDLELIGHT BOU RD .
. - H . VILLE • A
SHEET WDEx
1. COVER SHEET
2. SITE DATA & GENERAL NOTES
• 3. TOPOGRAPHIC & BOUNDARY INFORMATION
4. SITE AND UTILITY PLAN
• 5. HORIZONTAL CONTROL PLAN
6. GRADING PLAN
7. GRADING PLAN AND DETAILS
8. STANDARD DETAILS
9. SEDIMENT CONTROL
DESIGN ENG'' 09 tTFO_WD"E.:iANUZUZ7 = /
PROF SSIONA .FLORIDA REGISTRATION NO. 36 4
IL'
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POINT OF COMMENCEMENT Q _
Northeast corner of the 0...TBM /1 9'42'59'W » 105.20'R Northwes4 0(
Na11 in PP 85_� -u--- 18, To 6twnshp 2 S,1/ Section Range 22 E. j
oc— i rT 83 18' RCP
�5 S00'03'55W » 1325.61'(R) J 7s J
Free Fall Avenue 1 85—84 N
etid S LL 84 � - - *
`- - -- - -g --� -�-_4 �*-��= �--r `1- 71 tio_ J
VV
60' R/W a —
Asp'PIolk Pavement `` '3 11 $ 0-1
2----47 `
-.- ti• - atp .►r----�- ^� ���— �a-- III Z Conc MES Z
m�``�--�- r o'er 'y` 4' Inv EI = St.90 a -
`, J o 84
Valve •�. N,' `' -�._a`•`� {� e't-f . �� 1P, e; -o�' . V d
�2rv--0r osement �— —"
1 4
= Q
\ ° B}If N 11
50 25
r•�, 0 50 100 W
$2 a a c) ;1 I 1 N
°' a aw '. v°0i 1 ' I
' � � s e�``\ ;^ SCALE IN FEET
Legal Description » Tract B1A
� �o A Portion of Tract 37, Block 8 of Z h ills Municipal Airport 0
•9 eP Yfi P
for_ j` a P '�'l �l Industrial Park, a replat of that portion of Tracts 37. 38, 39.
' 4 4 2 5 54. 55. 58. 59. 60. 69. 7 71, 7 3, 05
a
•`ti 3, 76. 85. 91.
� '81 I,
O
o
5 1
92. d: 1 1being in� 0 Section 18. Township 26 South, R n%o. t o e 22 0� ' East,f/1 ,
4 1
9
fi - e • 1 c Q of 'Zephyhills Colony Company Lands recorded in Plot Book 1.
d V w e T D / t. t r, r 1 Page 55 inclusive. Public Records of Pasco County. Florida. being
•\ d n n� £0 l7 1A / sti .a more particularly described as follows:
NN A,��ti j ji; I \ COMMENCE at the Northeast comer of the Northwest 1/4 Section
oa* a r 4:' NJ 18. Township 26 South. Range 22 East. Posco County. Florida, thence t-
fi t Z t d e 4' HWF �`J 1 run S00'03'55W, o distance of 1325.61 feet: thence run N8942'59W,•
O W W ti •'�• !- �,f 0.6• W t r t O a distance of 105.20 feet to a point on the North right-of-way line `fS
n aZ •"S.'. J ' :J ,° �e e ' N of Free Fall Avenues thence run S0003'55'W. a distance of 60.00
81- Q c % � -i' - Q f r l . feet to a point on the South right-of-way of Free Fall Avenue and the V 1 S
~ o o '- 0ak1!�6 f t West right—of—way of Chancey Rood and the POINT OF BEGINNING: thence
p z z ,T � r 1 N continue SOO'03'55'W along said West right—of—way of Chancey Rood, Z ''i r
F •� t, �^¢ r`_ a distance of 141.13 feet to a point on a curve to the left, said curve
N r« fi °~ r '.—..,. 1 o v- having a central angle of 02'51'5G,radius of 2606.48 feet, chord O
, • ! I bearing and distance of SO1'21'59'E — 130.34 feet: thence run along !
;'"��� D curve,
; . the ore of said cur , a distance of 130.36 feet: thence leaving said
f P^+ $ : West right—of—way of Chancey Rood, run N89'42'2TW, a distance of
^81 ;m� —XU t`t 281.00 feet: thence run NOO'04'17'E. a distance of 271.31 feet to the
'� r 1 °c South right-of-way of Free F tl
rd N o Avenue the run S89'4Z'59'E along
,rn
.a �
o, L N. t I said o South right-of-way of Free Fall Avenue, a distance of 277.72 feet
to the POINT OF BEGINNING
i ao'o+ a 1 Contains 1.73 Acres*
e d -
�a O - -,---', .e ' I REFERENCE
\ ° e~eti ��`:`; Coffin & McLean Associates, Inc
I Boundary& Topographic Survey b s r
:.S ;^_-' tr % �'P Florida Registration p3882
----_--�_� a 4';`HWF .I j ► eM'>3
I 1 Elevations based on NGVD per benchmark a +�
\ N89'4 27-W » 281.00'R d d• T E '/1/I'/ PK Nail in 20' Oak East of Chance Road 4 6 g
N89'4�'49'W » 281.00'(0 'a a J - r� ; Y
1/17 f El = 84.07 posted,
-BM 12 P d a' 1
Nail In Tree - • ',.\ '
El LEGEND
El ='84,II7_
`` `---.7rract 44 >r
•\ r .e,; ` iar� EXISTING CONTOUR
e«° j ,p t - - ° - «` - ` - - - v'. - - - jr EXISTING FIRE HYDRANT - - - -
81 -- .. ad° t e ' Qe5 TREE TYPE AND SIZE
ti ti a 1
%", j B1A LOT NUMBER
�� - - - `.� - - . f `. ': - I - ELEVATION
il ,
9 ^ pp
a _ CENTER LINE - r
«a , ``~ ~ GATE VALVE
THIS DRAWING WAS CREATED FROM A SIGNED AND SEALED
el SURVEY BY COFFIN & MCLEAN'. DATED: 2-10-98 AND " -'!— FENCE SHEET
�a 81 IS ON FILE AT THE OFFICE OF COASTAL ENGINEERING.
RECORDED
• - (C) CALCULATED _
3
ar 1 o sHlsr
97503-D
- - - _
it V
QQ J
NalinPP 11 � J
( EI 86.53 .r ., t[ —18' RCP
Free Fall Avenue a
--__--------------€--_-----__ .---_....._.— - -_ .o
60 R/W - Asphalt Pavement - - - - ;; - W
-- 3/4• PVC WATER „ J m
I, Cone- MES = Q
(PROPOSED) {t. e f Inv EI
FH do WATER METER , 25' Droinoge/Utlity Easement = 81.90
VALVE — to RCP EXISTING MANHOLE �T
(EXISTING) TOP - 82.00 4' BWF t I _ l'l
--------------8• PVC SAN. SWR------------------- --- ---- --------- --- -------- 8• PVC INV. IN - 79.60 0.3' W !
— --- INV. OUT - 78.73
(EXISTING) 3�4• RPZ BACK FLOW --- --- --- ----- -- A : _.
PREVENTER ` q 45LF-4•PVC O 2% Min. Slope BWF ••• N j
A O1 HWF S —
- _ - R� ---------------------- ---M���—`�-------------� - - 1 _ _
e - -- - _ - - AR SC*O = 50' BUILDING SETBACK Q� �► - - ( _ - - _-
__
Z�• ; c o. s'CONCRETE ; I d •� so 25 o so
- o. I
SCALE IN FEET I-.
-- _
Q I R
`ASPIlMT PAWEN MT - - 1 - _ - L '_ - - -
1
U; •4' HWF
0.6 W C.)
ICK PROPOSED bIm ll� 4 F
Q1 m i WAREHOUSE $ b r o ,
4
1 u t Conc. , o_ 1
•N - I YaYI - - - - o
(SEE ARIFOR DETI• IY
_
/ i:tjoe
I
- L--------------------------- - 1 - gi� aW
50' BUILDING SETBACK C SM Pe
e g�3
t
LOT B>A LEGEND
4' H I EXISTING FIRE HYDRANT
• 0.7' E
BIA LOT NUMBER
IBM 02 Yr CENTER UNE
Nail in Tree j ►/ GATE VALVE
El - 84.07
■—
Tract 44
T FENCE-
j Y _
: t a
t
j --
S T
NOTE: SEE ARCHITECTURAL PLANS
LANS
FOR EXACT LOCATION OF UTILITIES
INTO THE BUILDING
-- - - - - _ -- Cr 10 ref:T
97503-D
' , J ! _Ler-I --1 - imss-�.u;L—
J
Free Fall Avenue o\ I 4
0 _
" * * 589.42.59"E - 277.72•(R&C) .�L. ��V// dpi
I , I
S 50 25 0 50 100
us• us. wI _
25
`'a �J• 1 I SCALE IN FEET
-
v 1 50• BUILDING SETBACK t -- I �4
sr 1 P P 3
nn <i 1 mrrih1
O •ops
W _
J O
N _ TRUCK R PROPOSED o e�'� m
.� 00 00 m t WELL WAR00
0 0 1 10.0000 SF Sf O .eVV VV/W i t
A 1
XL per
5 i,00 m lo: a N^Nv^ I bass
1 1
L------------- ------------ o n N m i b K-------------- ----
50• BUILDING SETBACK P 1 i
5' 2S• 15• 5• 0 0 0-c`. -
LOTB>A iii
N89.42.27"W ••• 281.00•(R
N89.4049W -- 281.00(C)
Tract 44
I __
- 1 Y
� a
} t S EET
5
or 10 att�li
97503-0
- - - - - - - - - - - - - - - - - - mat°= --i
Q
TBMp M V
Nat in PP 85,__ 843 k82 Q
D
El - 86.53 ... >. J
5 rr"_�� 18' RCP -.J Z
Free Fall Avenue M t t _- 84
t Jl._ --85-60' R/W AspA�Pavem n ent .�� � - ' Z V—
It; o ai
- -t�� �. �� '1'V era EssTtNc_SdtAe� �� ___ - j ILIS81 90r-
1 InvI � (n ¢s
Valve `J '� - �. \ • 0 \- -- _ —,
W
25' D 9e/Utilitty IE1 0sement = ` N`I
I 1! !
I L
s•C NCREIE •A i << IN FEET 1 50 25 0 100 w
\ III o C SCALE
Srti -..ALT PAVEMENT e_ - - - •P i �I - (1
SEE DETAIL
SHEET /7 i ' - 'i:
I
r � TRUCK`. —PROPOSED },rf
- Z 0
87-__ __—___� •� WELL WAREHOUSES p , ,
r 13 1 oe .
Ia000_ 4 r
I F.F.LCEV.=S.0 _ =$
1 Ito
.a I ,
IMPERVIOUS AREA
8 ► ` Q p yQ a
\~ .rte"` � i 1 I 1 - i -
;` = PARKING & DRIVE: 30,989 SF _
I ! C WAREHOUSE: 10,000 SF 5
£O7'Q£O7' B1A
f_ f i ;' 1 OFFICE: 800 SF @ e O 3
i ► 7 4 I TOTAL 41,789 SF ₹ 8
81
� _-- \- r E 1 1
t8M /2-
. 1 Tree n Nail I
`•
El -'81,07 ',`
./TdCt 44 { LEGEND
! � "
, \ . t r •(G INDICATES TOP OF CONC. WALK ELEVATION
81------ "S. 1 i • 5�
t; ! 98 INDICATES TOP OF PAVEMENT ELEVATION
•
N 8 1j I - INDICATES DIRECTION OF SHEET FLOW
c r 10 .RET
97503—D
[[
�.! . Is — - _ - . � • I— is r j _j„y ' —._3l t_.- J .-' - _ - - - - -
J j
3/4" - REDUCED PRESSURE J a
BACKFLOW PREVENTER AS
APPROVED BY PASCO COUNTY . . J _
GALV. UNION Z V...I
Q ZZ
FIN. FLOOR - EL. 73.50
12
it TYP 00
"-I �- �-1 I 48 1/2" EXP. JT. MTL
4" CONC. SLAB - 18 WID or
'
SEE BLDG. PLANS % s
ALL PIPE AND FITTINGS TO BE FOR WALL SECTION ` ►�` - "��
GALVANIZED W/ LP.T. ACCEPT J �_P _ �-
MERE NOTED OTHERWISE I=I I -�I I-� -�I(-1 I -�11-1 11-1 11-1 -e
SCH. 4O PVC =I,
"
SCH. 40 PVC SCH. 4O PVC SOCKET X MPT ADAPTER I- CONC. SLAB (3000 PSI)
- 6
� II= w/ 6"x6" NO. 10 WWMR
Ii
REDUCED PRESSURE BACKFLOW PREVENTER
39"
NOT TO SCALE• LOADING DOCK SECTION Oj
•
PIPE OD + 24 N.T.S.
x e' n•,ac
=III='•;V1.
_ _
III=III =III
H ll, 111IIW 6Bbb;8
`uS 4'SCREW TYPE L S e
A WYE AND BEND MAY - CLEAN-OUT CAP - - - - - - -- - - - - - _ - d - -
BE USED IN LIEU OF SSS
A T-WYE AS SHO - - - - s
i 4'PVC PIPE OR PLUG ok i l O
> SEE PLANS - I M I
LEGEND € 71st 8 E
SG#°� INDICATES TOP OF CONC. WALK ELEVATION
5• _ • B�O INDICATES TOP OF PAVEMENT ELEVATION
SEVER CL ANOUT DETAJL
NOT TO SCALE IC 84.98 EG9b5 INDICATES FINISHED GRADE ELEVATION
AN. FL. 85.00 { _ •
1// TC 84.80
TP 84.30 � -- INDICATES DIRECTION OF SHEET FLOW tltl
UTILITY DETAILS TYP. SECTION AT DOORWAY GRADING PLAN do SECTIONS
N.T.S. eHEET
7
cr 10 me"
•" 97503-0
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PRINCIPLE POST POSITION Q J
OPTIONAL POST POSITION (CANTED 20' TOWARD FLOW) �J LL
SEDIMENT CONTROL NOTES POST �OPTIONS: 2"x4" OR
W
2 1/2 MIN. DIA. WOOD: 6 FILTER FABRIC (IN U J
STEEL 1.33 Lbs/Ft. MIN.) CONFORMANCE WITH V
SEDIMENT CONTROL REQUIREMENTS SHALL BE AS FOLLOWS:
SEC. 985 FDOT SPEC) O
EROSION AND SEDIMENT CONTROL BEST MANAGEMENT PRACTICES . ?
SHALL BE USED AS NECESSARY DURING CONSTRUCTION TO RETAIN
SEDIMENT ON SITE. CONTRACTOR SHALL UTILIZE STRAW BALE a
SEDIMENT BARRIERS, FILTER FABRIC SILT FENCE BARRIERS, OR ENGINEER- 00 v FILTER FABRIC -J IL to
APPROVED EQUIVALENT. WHENEVER CONSTRUCTION ACTMTIES HAVE
CREATED AN UNSTABILIZED SOIL SURFACE THAT HAS THE POTENTIAL 0
FOR ALLOWING SEDIMENT OFFSITE. >
SI LT Q;-
ALL SEDIMENT CONTROL MEASURES ARE TO BE ADJUSTED TO MEET ytL : t _FLOW
FIELD CONDITIONS AT THE TIME OF CONSTRUCTION AND SHALL BE �CONSTRUCTED PRIOR TO ANY GRADING OR DISTURBANCE OF EXISTING N ?s.! -
SURFACE MATERIAL ON THE SITE.• ALL TEMPORARY BERMS AND DIVERSIONS ARE TO BE MACHINE _
• COMPACTED. SEEDED AND MULCHED FOR TEMPORARY VEGETATIVE ELEVATION SECTION _
COVER WITHIN 30 DAYS AFTER GRADING.
CONSTRUCTED BERMS. DIKES, ETC. WILL BE COMPACTED BY SEVERAL ' -_ = F _
PASSES WITH CONSTRUCTION EQUIPMENT (BULLDOZER, BACKHOE, OR TYPE III SILT FENCE FENCES.
OTHER HEAVY EQUIPMENT, OR BY USE OF A SUITABLE ROLLER). DO NOT DEPLOY IN A MANNER THAT SILT FENCES.WILL .ACT AS A DAM ACROSS PERMANENT FLOWING
STRAW BALES SHALL BE SECURED TO THE GROUND WITH A MINIMUM OF WATER COURSES. SILT FENCES ARE TO BE USED AT UPLAND LOCATIONS AND TURBIDITY BARRIERS
TWO STAKES PER BALE AND BE INSTALLED SO THAT RUNOFF CANNOT USED AT PERMANENT BODIES OF WATER.
• DRAIN FREELY UNDER OR BETWEEN THEM. FILTER FABRIC SILT FENCE
• SHALL BE INSTALLED AS DETAILED HEREON. DETAILS SHOWN IN THE
F.D.O.T. ROADWAY AND TRAFFIC DESIGN STANDARDS. INDEX NO. 102
SHALL ALSO BE ADHERED TO. FLOW FLOWIIH
• OPERATION AND MAINTENANCE OF STRAW BALE SEDIMENT BARRIERS,
FILTER FABRIC SILT FENCE BARRIERS, OR ENGINEER APPROVED EQUIVALENT. MIN. 2 STAKES PER BALE, - z "•i,
SHALL INCLUDE DAILY INSPECTION FOR INTEGRITY. REPLACEMENT OF 2"x2" STAKES 1 1/2' TO 2' of ≥;t.7
•f ROTTEN OR DISINTEGRATED BALES AS REQUIRED, REPAIR TO SILT IN GROUND. O �8
FENCES INCLUDING TOE-IN AS REQUIRED, AND REMOVAL OF SEDIMENT WIRE TIE PLAN
BUILDUP AFTER RAINSTORMS.
THE SEDIMENT CONTROL SHOWN IN THESE PLANS IS CONSIDERED TO BE ' ' ,'
A MINIMUM. ADDITIONAL SEDIMENT CONTROL, OTHER THAN THAT SHOWN, i�
MAY BE REQUIRED DUE TO THE CONTRACTORS OPERATIONS AND SHALL " -,. u :
BE PROVIDED WITHIN THE CONTRACTORS LUMP SUM BID. �,� / � ' II =
IIII II _ •II I I'
BALE TIES -` ' ', `' ,�i I ii III=I I h'' ELEVATION - Y
u�� l i p I - = I-I I I I II I��,hI L
SECURELY BOUND BALES �Ilrh�lh b $�
•� REQUIRED FOR DURABILITY n�
BARRIERS FOR SWALES
ANCHORING BALES
LOOSE SOIL PLACED BY SHOVEL _
AND LIGHTLY COMPACTED ALONG
THE UP GRADIENT EDGE OF BALES
NOTES: FLOW = I I E
FOR ADDITIONAL INFORMATION AND DETAILS, SEE F.D.O.T. INDEX NO. 102 III11I-1III
UNLESS SPECIFIED. SILT FENCE MAY BE USED IN LIEU OF HAY BALES. II 1=1I1=III-111-
ADDITIONAL POSTS AND RAILS MAY BE NECESSARY TO SECURE AND SUPPORT ' Il�II=III-III111 '`
Ti=1 i
BARRIERS. •.1
-
• ADDITIONAL BARRIER LENGTHS MAY BE REQUIRED BY THE COUNTY. THE ENGINEER SECTION
OR BY REGULATORY AGENCIES.
PLAN BARRIERS FOR SLOPES a
Li - . . - 9
10 ..E
97503-D
- - - ---' . - a �I - r' �� - I,I - - ' "' T'
�� ' 1 -
TSMN
Nail in PP II
El = 86.53 .. •� 1—18w RCP
V I.
Free Fall Avenue
_ _-_--------- ------------------- --:-_--f— 60' RRAsphalt Pavement ii CL w
ME 8 IIJ
one S ' J
11 ICnv EI = 1.90
r Z Q
t1
4
50 25 0 50 100 Z•
a f
------------ ------ ----------- 25 Draino9NlitEasementy------- — ----------------- 1 SCALE IN FEET m BWF —
HWF - S 1
H : - Q' r
I _ _
\ I EA1.SAUCE —
\ASPMA YEYENTIi PA - - _
_ _ - _ - _ - m - _ - C - - - J•WACN - - _
rl PREPARED - -
PLATING {' _
o I 1 _ SDK.UACKFRL
t� 4. HWF q `
TRUCK PROPOSED v bl s -
SCARifY Plr eOri'DY j 11 w
WELL WAREHOUSE $ s
10.000 SF d ��6 Conc (
aar - IVPr. 1L SHMA DETAIL
6 7REt3 Ta eE RWOVF.D - C ) Ij2 - -
I i
�1 1
-LOT B>A 1b � �
TBM /2 Jp
Nol in Tree
EI = 84.07
• LANDSCAPE REQUIREMENTS
Tract 44
TOTAL PARKING & CIRCULATION AREA — 29.500 SF
{ LANDSCAPE AREA REQUIRED (6%) - 1.770 SF
LANDSCAPE AREA PROVIDED = 1,770 SF
10 — SIX FOOT CLEAR TRUNK TREES (LIVE OAKS)
49 - SHRUBS 3 FEET IN HEIGHT (SILVERTHORN)
59 — SHRUBS 2 FEET IN HEIGHT (INDIA HAWTHORN)
ALL OTHER NON—PAVEMENT do NON—BUILDING AREA
Pr TO BE GRASSED.
UNDERGROUND IRRIGATION WILL BE PROVIDED
e
ALL CLEAR SITE AREAS SHALL BE KEPT CLEAR OF SIGNAGE. 3 _
PLANTINGS, TREES, ETC. IN EXCESS OF 3.5 FEET IN HEIGHT.
VEGETATION TO BE USED IN LANDSCAPE AREAS SHALL BE IN
S EET
ACCORDANCE WITH SECTION 603. LANDSCAPE & BUFFERING OF
THE LAND DEVELOPMENT CODE OF PASCO COUNTY.
I - -
" Cr 10 T
P.. 97503-D
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