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SHEET, INDEX'
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to
Contractor.is -required review,�and to maintain- in
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�STRIPINGA LANDSCAPE,PLAN
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$ITE �GRDIN
-�permit�-m6di 1p' r'
'ficatiori. issqe'd: for the a p oved permi ''UTILITY PLAN'
':ttachments,.exhibit and
:Complete with all:conditiorisi a s
e
permit
copy must�,'bb available forreview upon
''NOTES',AND DETAIL SHEET
�3* GE-NERAL.
by SJRWMD representatives., .330
request
C S.ITE SURVEY SHEET,
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RECLAIMEDNATER SYSTEM STATEMENT-.,
Vl� -T
4-* —.EX15TIN6 MULTj-TP;1JNK PALM TO THE USE OF CITY. OF D,
PgoposEp 6/wv AM)ITIONAL
P R 6 F.
TO BE 21,000 G.F.D. TO BE
E THE AMOUNT
Q
-L2 PETAIL.), FIZW. 4'WM.74 �,ow T7
a. oo UTILIZED, FOR SITE AND LANDSCAP
9
FOR'USE
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2AIN-Ttat? 7�2MZFIG r?IF-eHC�r 1P WAT EV2�
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OWNER: ZPA
-T\;
. .. . ................ ..
z-
H w Y. EX15T A&E 5 500 WEST FULTON ST�EET
. . ............
No*re: UbLE 6" V.(- P ,,�FLORIDA 3 771
PH: (407) 322'-6841
Or-� SIG T
..........
. . .......... . . . . ...... —,;; . . .............
'It, . . . ... ...... . ...... .... . PARKING . CONKLIN, PORTER &,�OLMES-ENGINEERS., INC
....... . . . .......
NOTE:
9 -A
-.-TULTON ST
10,494 -!-100 X .50 - 3
OOR AREA = S.F.
1
04,
1-1 . -
. ...... .................... . . . . . ......... ........... .......... . ..................... . ............... ._-____;_
rVIV
49
-N.
RVEYING.,SERVICES,
1104 E. ROBINSON STREET.
PVM7. 3�801
.... . . . . . .......... . ..... --- --- ................. ........... ------ . .... ........
. . . ............. ........... .......... . . ........ ... .. . ... ... .... ... ..... .......... . 7'
ARCHITECT.
6ON6,12 -T ANDREWS, INC
F11.761 rA >
/?.53
133,WEST AIRPORT B�VD.
, PA 3�773
0,
10,76 MIN.
-87
PH: (407) 3
23 46
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AL I:Z PHAUT AWt2 4-17 N'.5. COWP�12 or
-rY OF NO -1m t2- I
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I N L DIME
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SEFCTION. oe "'TH1014- !�,000'
5ECTION "Al STRIPING & LANDS AP PLAN
tH091Z.
ACTIVITY
NAME
DATE
SCALE: 1"=20'
DESIGNED BY:
J.M.DAVIS
4/89
DRAWN BY:
C.D.PULVER
4/89
DATE: APR. 1989
CHECKED BY:
J.M.D..
4/89
1. q ,:)A
PVM '1510MALV CUR61W
LAONMOA& kr-UT-Vxr,
J.MA2.
JOB NO.
APPROVED BY:
B. C. CONKLIN
4/89
t
4-1 Z4-
--MCH AVE.51&N,
REL06. Fgl:� NE
-�,NOVJEO 79� W r-u/-Tom N. U
REGISTRATION NO.
11092
N 0.,,.D
ATE
REVISION
APPROVED
FI LE: CPHBASE
J
Saw cut 3" deep
Not less than 6"
conc. slab
tT—
Resurfacing extent indicated
elsewhere on these plans.
Saw cut 3" eep
\ BACKF LL
—, o Existing rigid pavement
• t Preserve existing Compacted to 98/0
GENERAL 'NOTES /
\ / reinforcement if any,
/ density as
4�"d max _ - imum
\ / iam. to bond in
new conc: See NOTE determined by
new ,earth fill / Item 2. Below. AASHTO T '180
/ in .6" layers
For identification in contracturalfagreements,, this set of,'dravrings,is dated SANITARY SEWER SYSTEM \
A ril 7,`1989. -Any ,revisions thereafter will be .noted and dated on the \ max. / "I If
p -- --- -- - --- __ - --
i The utility that will own and operate the system after construction is the 'City I�0 - -
\ - - - min D + I� 4" max. l O
I 0
affected drawings) : of Sanford Water & Sewer Department. The Contractor will be expected to .meet — _ min. min:
all requirements of the utility including advance notification to the utility - — - -
- Materials ,.and.construction'methods;for proposed additional patrking•and drive q
area shall be in accordance with t,be Florida Department of. Transportation and the Engineers so that they cari witness all required tests of the Sanitary—
Standard"Specifications for Road and Bridge Construction, 1986 or latest Sewer System. -
edition.', l — x — x X
i All. sani.tax-y sewer pipe shall be PVC sewer pipe conforming to ASTM D3034 9oo �� i 00
A. Pro o"sed arkin and, drive areas shall be constructed of 6 stabilized SDR-35.. Installation of PVC sewer pipe shall conform to ASTM D2321. See ASTM
P parking
p g�
� ;... subbase Florida Bearing Value 50.psi, 6" limerock base and 1-1/4" ± 1/4" of C-12,- latest edition, for construction methods, except. for backfilling, which
Type S-III' asphaltic concrete surface: will be a$ shown on the Standard Sanitary Detail Sheet. A horizontal ------
1 separation of at least 1.0' shall be maintained between water and sewer lines. Over Excavation to be filled with
C e with When water and sewer lines crosses beneath the sewer line at any depth, the
B. As an alternate, the Contractor may construct a 6 stabilized subbase approved tamped material. (typ.)
5" concrete, 3000 psi. Contraction, and expansion joints shall be sewer line shall be encased in concrete or the sewer shall be ductile iron pipe
constructed in';accordance with'D.O.T. Standards, Section 350-12, for a distance of 10' either side of the crossing. Ductile iron sanitary sewer
gravity pipe shall be Class 52 ductile iron polyethylene lined. NO SCALE
No SCALE NO SCALE
C. All ,pipes noted on the plans as RCP shall`be reinforced concrete pipe Class
BACKFILL METHOD NO. I' BACKFILL METHOD NO. 2 BACKFILL METHOD N0.3
III with rubber gasket joints.,'
Backfill for the sanitary sewer systeni'under,.roadways shall be compacted to 9896'
Inc density as determined by AASHTO T-180. Other compaction o_f baekfill' For backfilling in open areas, such as crop -land For backfilling in and beneath- or along and For backfilling beneath rigid paving, including
1 line shall be Class 200 SDR-21 i e. should be. 90� maximum density as. determined •by AASHTO T-180.` railroad property, or other zone with uncloss- near non
fall surfacing. See Specs. walks, drives, parking areas, etc.; and in -
D. P.V:C. 'storm sewer outfa 1 e P p other locations where so indicated: This in
ified and non- improved surfaces. See Specs.
1 plan.
eludes beneath proposed paving. See Specs.
a E Curb radii at intersection shall be. as shown on
F. The concrete for curbs shall be Department of Transportation Class "I" r
concrete, and have a compressiye strength of 2500 psi (minimum). All curbs
I shall have contraction joints not to exceed 1.0'-0" on center.
TYPICAL TRENCHING, LAYING, BACKFILL, AND. RECONSTRUCTION DETAILS
Contractor shall notify the Engineer.when all work is laid out (survey staked),
NOTE °LBockfill methods and construction Details do not vary with sloping or vertical trench walls
so that a determination may be made_of.specific trees to -be removed. In
a, I
addition to clearing and grubbing for the streets, the Contractor shall provide 2, For open cute hi existing pavement, where permitted;, the pavement replacement shall in -
addition
corporv,te 6 thick cone. slab bearing on not less than I -0' of undisturbed sub -grade on each side
j clearing and grubbing as required for the installation of utilities, and of trench and constructed to provide -for type and thickness of wearing surface to match
drainage facilities. All materials excavated shall. remain the property of the existing pavement.
Owner and shall be stockpiled at onsite locations specified:by the Owner. 1
Materials shall be stockpiled separately into useable (nonorganic) fill
stockpiles and organic (muck) stockpiles.,if muck is encountered.'.
The locations of al.l existing utilities shown on the Plans have been determined -
'from the best information available, and are given for the convenience of the 16'
I .:,Contractor. The Engineer assumes no responsibility for their -accuracy. Prior 1�- 2" 10" SLOPE TO FIT
I to 'the start of any -construction activity, it sha.11 be the Contractor s 12" _� TRANSITION FROM LOW , D IVEWAY
responsibility to notify the various utilities and to make the necessazy POINT TO GUTTER TO _
l arrangements for any relocations of these utilities with the owner. of the
OIN � �
• _PAVEMENT— utility.' The Contractor shall exercise caution when crossing, an uriderground a SLOPE OF
utility, whether shown on the Plan or located by the utility company. All
utilities that interfere with the proposed construction shall be relocated ' ~PAVEMENT 'SLOPE' _ 3�4" R. _
the` 'respective utility company,' and the'Contracfor shall cooperate with them
relocation operations. Any;delay or inconvenience caused to the = ~
during p'
Contractor by the relocation of vari,ous!.utilities shall be incidental to the
ED i o
contract, and no extra.compensation will be allowed.
I _ 2-0
The:pavernent;elevati'ons shown are limited spot elevations only. The standard 2�_ O°
CONCRETE .DROP CURB
cross-section shown will be used to establish grades for the proposed
improvements.
All paving surfaces in intersections and adjacent sections shall be graded to
SPILL TYPE C 81 G at
drain positively'in the direction shown by the flow arrows on the Plans and to
provide a smoothly.transitioned driving `surface for vehicles with no sharp
SLOPE of PAVEMENT Q�,� ��,•
-,breaks in grade, or no unusually steep or reverse cross slopes. Approaches to
� �v tl,
intersections and entrance and exit gutter grades to intersections will have to Q/��
be staked in the field at different grades them the centerline grades shown on
Cli O�v� .
the Plans.. In these areas, it may also become advisable to make minor local
field adjustments in the centerline grades to accomplish the purposes
/ w
outlined. In addition,. the standard crown will have to be changed in order -to
I.. J
drain positively in the area of `intersections: It is the Contractor's \
Q4�Q� �Q o� - VERTICAL CURB &
%
responsibility to accomplish the above and the Engineer shall,be consulted so
r that he may make any. and all required - interpreta,tions of the Plans or give �' GUTTER
supplementary instructions to accomplish the intent of the Plans.
\� ��QO
' RADIAL LINE
TREE REMOVAL
g 1 The.only"trees to'beiremoved for the site improvements are those that
conflict with the proposed parking, drive area and proposed retention DROP -
facility. Design efforts have' been to save any significant trees in
` CURB GUTTER LINE �
the proposed improvement areas'.
N N
_ NOTE SEE PLAN >a PROFILE SHEET
S, GENERAL NOTES. i
OR SPECIAL DETAIL FOR LOCATIONS 81 LENGTH OF
DROP CURBS.
DETAIL of DROP CURB
,
u
"
1 1
GENERAL. NOTES
l i
AND DETAIL
,
CAL 1 =20' SHEET N 0.
ACTIVITY NAME DATE SCALE: PH ENGINEER,S INC.
Conkn Porter and o n�eS
DESIGNED BY: J.M.DAVIS 4 89 !
ENGINEERS, INC.'
DRAWN • BY: C.D.PULVER 4/89 DATE: APR. 1989
OFFICE & PARKING EXPANSION
POST OFFICE "BOX 1976 • CHECKED BY: J:M.D. 4/89 B NO P0401 00 3 OF 9
O SANF R
500 W. FULTON STREET
DATE - TO FOR � APPROVED BY: B. c. CONKLIN 4/89 JOB O D, FLORIDAFLORIU�A � r 13
DECcar
SANFORD, FLORIDA 32771
TEL 407 322-6841 TEL 4Q7 ;831-5717 REGISTRATION NO.
PROJECT CONTROL
.11092 NO.DATE
REVISION APPROVED FILE: cPHBASE
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BOUNDARY AND TOPOGRAPHIC SURVEY
FOR
CONK /N, 'PORTER 8 HOLMES ENGINEERS, INC.
•
r: N \ - -- --------- - - - . -- -- -
II y
r \ DESCRIPl'ION -
Section 25, Township 19 South, Range ,30 East, Begin 56-feet ast
o \ o of Southeast corner, Block 1 N Tier 9 of The Town of Sanford,r.un
-! 92 .,o, .o• .o East 198 feet North 180 feet West 198 feet South to''Beginn ng,
State Ro
ad.
oad.
/ s-rot�tnw�Er / AND: A tract of land lying' in Section 25, Township 19 Sa th,
-I . /
19, 1zEG x cu-r I Range 30 East, Seminole County, Florida, and City of Sanf�rd,
j E RED. 11= Florida; said tract being more specifi.ca.11y described as follows:
• 21 00.E W T' Z.93.00 � i
��/�N iy
• /% NORM ���ET �.� ; .---��,�- � � -�:— — _ Begin at a point on the North. right of wa,y. of Fulton Street and
3e z oo
j,' •o Ay J ,� 254 00 feet East of the -Southeast corner of Block 'l N, Tier 9
a oo'U4'� ti according to the plat of E.R. Trafford's Map of the Tow of
I
198.00 / Sanford as recorded in Plat Book 1 Page 61 of the Puplic
l ' • '. � , E, . t tit J = S -t 1 `� i I ,� l a / t � r
s, eG✓- -- ----'' / tny, Florida; said point being 172.OIU Ifeet
/ - --- - _- -- - - - -- -- Seminole
right of way of French Avenue (U . S.
Records of Se e Cou
East of .the sent East �
g�w Hi.ghway.,17-92 and State Road 15 & ,600> ; `thence run East, along
61 �,.z' - , .��0. \y Iz $ A9 I the said North. right of way of Fulton Street, a distance of
$-� �2�,�� 121.00 feet; thence run North, parallel, with the , present (East i
g / „ 2 right of wa of said French Avenue, a distance of 180.00 feet;
;o. IsA�t_Ec�'r•coK_\c: Z,9' thence run West, parallel with the said North right of way of I.
P��"^ / 1 2 s.o aaa. roc Fulton Street, a distance 'of 121.0.0 feet to a point' lying 172.00
I I I I feet East of said resent right ofway of French Avenue; thence
P g Y ,
run South, parallel with the said present East right of way of
O "I / / Q French Avenue, a distance of 180.00 feet to the Point ofl
I �. 0� 4'./4�N` �Z e Q Beginning. Containing: 0.500 acres, more or less. O 3 � z C3 o�v< flsat�•` -
/c3A��J tI• 'l PALM (L%Ot�Y _ / ASrr'-1L�1_ - W
lJ ne ram ?• c� SQSp PLA z �C-Is1G� I gU�LJE C Qt�`AR�rUCSTccuC TUCLE 2SD SE0 0�1 OESLR\oT 101 j
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. �, POt_M PALM
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ta" Yn _.n N �.g n EXISZ. C-0.
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I - _ o-q• - PALM' L�RgvrFzlt-/c ---- _/ t+ 'f' 0. _ _
198.00 A 1� IZI.DO
A� C SEwEK A 9 ly OTGC-H _ C P Gt (C T
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,� .,9 tizEc. X co
EAST Z.. I Q Z J .00 �Ec c►�
S E Go�LIJE 2 ` / (('��3
L./' PA.(• I `� V '.%IO�" M/ 16.. PALM 1 !
L4' G 4-C PIPE _ Z9' C_L.A! PIPE PIPE
E.R.TteAFFOKD'� MAP -/!— — --- 18"CLAY
01= -THE rol, Lw� OF �AtJPotZD �nvn yji ( / / `WATE12 MEaI=R _— __ —=_ ,N II — —
2 c y ly cj -29Co 8 v.�.p==- alI
y
\2. 9� / g� I , in to"VG.P sv / " Q 2- �v4p
m STORM MA�1F 1oLE -'
s
" F STORM IA6,NuoLE a =
.)C1t.A EL= %A,01.\�1.
t1 tIJJ 10.�5
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n F U LTO N S T RIM EL. = 14.l00 I
S wJ = 9.q�
a
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S' W. iNv. - 9.37 .
- --- _
N.W. - --- ---- - - -- ---- -- ----- ---- - -- - tE.NINY. V - 511
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.. P. pVER.>-IE P� U L.\T`!
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1 hereby allum ihdl Ihr 5urvey relu e5rnler) hr. nron a In)r Jnd Lortecl to Tinklepau�h_ ,ofland0 Florid'
n�2$01 /
I illy knuwledtr and behet. aril Ihdt 'rt hd5 been NteNated it, SURVIVING tlHYIClt. IMC (40714z2rQ957
the hest U Y .1
-dt LUtddnt.r wllh rlllrrin ❑)rn lY,lhnll dl. 5l alldaf d!"a5 WI. IUIIh try the Florida t SITE SHEET
Board 01 Land tJwvi-YulS {)ur5uaru IU Se�lrun 4!?027 FlandJStatutes FIELD BY: ✓/)CIBE.2f DATE:.�
j j FIELD 8Y: -FOr r-_ W_ DATE _5 _ � �_. $� j DEC 2i 7
N t s r10 _/- I AL 14
RAWN BY: SCALE. �.•? �0
ACTIVITY NAME DATK1111 -1
SCALE: 1 —2o SHEET NO.
COr1k11I1 Porter' ar1C� HOII7IE'.5 DESIGNED BY: �.M.DAVIS 4 89 t r EN�7�N��� INC
ENGINEER INC. DRAWN BY: C.D.PULVER 4 89
/ DATE: APR. 1989.
OFFICE• & 'PARKING EXPANSION II
POST OFFICE BOXY 1976 CHECKED BY: J.M.D. 4/89 OF
O
JOB N0. P0401.00
' `4
500 W. FULTON' STREET ` �
SANFORD, FLORIDA, 32771 DATE TO FOR APPROVED BY: B. C. CONKLIN 4/89 S A N F O R D F L O RBI D A
TEL 407 322-68 1 TEL 407 831-5717 REGISTRATION N0. 11092 NOBATE REVISION APPROVED FILE: CPHBASE
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