HomeMy WebLinkAbout3513 Orlando Dr New construction plans Discount Tiretk:
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ELECTRIC
FLORIDA POWER & LIGHT
301 NORTH MYRTLE AVENUE
SANFORD, FLORIDA-.32771
(305) 321-5620 EXT. 263
TELEPHONE
SOUTHERN BELL TELEPHONE COMPANY
500 NORTH ORANGE AVENUE
ORLANDO, FLORIDA 32801
(305) 237-3510
GAS
FLORIDA PUBLIC UTILITIES
830 WEST GTH STREET
SANFORD, FLORIDA .32771
(305) 322-5733
WATER & SEWER
CITY OF SANFORD UTILITY.DEPT.
300 N. PARK AVENUE
SANFORD, FLORIDA 32771
(305) 322-3161 EXT. 245
GENERAL NOTES:
1.- BASIS O BEARINGS: BEARINGS ARE BASED ON�THE_SOUTH PROPERTY LINE
-0F THE SUBJECT PROPERTY HAVING AN ASSUMED BEARING OF N 72 43' 00"
E.
2. SURVEY MONUMENTS OR, BENCHMARKS WHICH HAVE BEEN DISTURBED BY THIS
A`T & T WORK SHALL BE REPLACD UPON COMPLETION OF WORK BY A REGISTERED LAND
P.O. BOX 66 • SURVEYOR AT THE CONTRACTOR'S EXPENSE.
GOTHA, FLORIDA 32734 -
(305) 295-3800 3, HANDICAP PARKING SPACES SHALL BE MARKED BY THE INTERNATIONAL
HANDICAP SYMBOL, AND EACH SPACE SHALL BE PROVIDED WITH A SIGN
STATING "PARKING BY DISABLED PERMIT ONLY ALL HANDICAP ACCESS
POINTS SHALL BE CONSTRUCTED IN ACCORDANCE WITH APPLICABLE HANDICAP
CODES.
4. ALL CONSTRUCTION SHALL CONFORM TO THE SPECIFICATIONS AND STANDARDS
OF THE CITY OF SANFORD, SEMINOLE COUNTY, AND THE FLORIDA DEPARTMENT
OF TRANSPORTATION.
5. CONTRACTOR SHALL'BE, RESPONSIBLE FOR VERIFICATION OF ALL SETBACKS
AND/OR EASEMENTS BEFORE BEGINNING CONSTRUCTION.
6. PRIOR TO STARTING CONSTRUCTION THE GENERAL- CONTRACTOR SHALL BE.
RESPONSIBLE TO VERIFY THAT ALL REQUIRED PERMITS AND APPROVALS HAVE
BEEN OBTAINED. NO CONSTRUCTION OR FABRICATION OF ANY ITEM SHALL
BEGIN UNTIL- THE CONTRACTOR HAS RECEIVED ALL PLANS AND ANY OTHER
DOCUMENTATION FROM ALL OF 'THE PERMITTING AND ANY OTHER REGULATORY
AUTHORITIES. FAILURE OF THE CONTRACTOR TO FOLLOW THIS PROCEDURE
SHALL CAUSE THE CONTRACTOR TO ASSUME FULL RESPONSIBILITY FOR ANY
SUBSEQUENT MODIFICATION OF THE WORK MANDATED BY ANY REGULATORY
AUTHORITY.
7. ALL PARKING LOT DIMENSIONS ARE TO THE FACE OF THE CURB.
n
GENERAL PAVING & GRADING NOTES: ..__
GENERAL UTILITY NOTE:
1.
ALL ELEVATIONS ARE BASED ON SEMTNOLE COUNTY BENCHMARK 1711101 WHICH
1. ALL MATERIALS AND CONSTRUCTION TO BE,IN ACCORDANCE WITH CURRENT
IS A PAINT DOT ON THE NORTH RIM OF A MANHOLE ON THE N.W. CORNER, OF
CITY OF SANFORD SPECIFICATIONS.
US 17-92 AND ,AIRPORT BOULEVARD, 47' WEST OF THE CENTERLINE OF THE
SOUTH BOUND 'LANE OF US 17-92 AND 50' NORTH OF THE CENTERLINE OF
2. UTILITIES INFORMATION SHOWN HEREON WERE OBTAINED FROM BEST
AIRPORT BOULEVARD. THIS HAS AN ELEVATION OF 47.320.
AVAILABLE SOURCES AND MAY OR MAY NOT BE EITHER ACCURATE OR
COMPLETE. CONTRACTOR IS RESPONSIBLE- FOR CONTACTING THE PROPER
2.
EXCAVATION, PAVING AND STORM SEWER WORK SHALL BE DONE IN ACCORDANCE
UTILITY COMPANY OR PERSONS PRIOR TO DIGGING, AND SHALL BE
'WITH
THE "STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION"
RESPONSIBLE FOR ANY DAMAGE TO ANY UTILITY, PUBLIC OR PRIVATE,
ADOPTED 1982 BY THE STATE OF FLORIDA, AND ALL SUPPLEMENTS THERETO,
SHOWN OR NOT SHOWN HEREON. CONTRACTOR SHALL VERIFY NEW TAP
CITY OF SANFORD, AND,SEMINOLE COUNTY CODES.
LOCATIONS AND SHALL CONNECT ALL UTILITIES TO NEAREST SOURCE
THROUGH COORDINATION WITH UTILITY OWNER. ALL FEES SHALL BE
3.
THE LOCATIONS OF EXISTING UTILITIES, SUCH AS-WATER,MAZ.NS, SE-WERS,'
RESPONSIBILITY OF CONTRACTOR.
,GAS LINES, ETC. AS SHOWN ON THE PLANS HAVE BEEN DETERMINED FROM THE
BEST AVAILABLE INFORMATION AND IS GIVEN FOR THE CONVENIENCE OF THE'
3. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO FURNISH
SUBCONTRACTOR. HOWEVER; THE ENGINEER AND OWNER. DO NOT ASSUME
AND INSTALL ALL LABOR AND MATERIAL NECESSARY TO PROVIDE ELECTRIC
RESPONSIBILITY FOR THE ACCURACY OF THE LOCATIONS SHOWN. IT SHALL
SERVICE FROM THE NEAREST USABLE SOURCE TO THE BUILDING. THE
BE THE SUBCONTRACTOR'S RESPONSIBILITY TO CONTACT ALL UTILITY
CONTRACTOR SHALL COORDINATE THIS PHASE OF THE WORK WITH THE LOCAL
COMPANIES FORTY-EIGHT (72) HOURS PRIOR TO COMMENCEMENT OF
UTILITY COMPANY.
CONSTRUCTION AND HAVE THEIR FACILITIES LOCATED IN THE FIELD PRIOR
TO ANY WORK.
4. UNDERGROUND CONDUIT TO SIGNS, PARKING LOT LIGHTS, ETC,, SHALL
BE SIZED ACCORDING T.0 THE LOAD SERVED. THE CONDUIT SHALL BE
4.
SOIL BORINGS AND SOIL ENGINEERING SERVICES HAVE BEEN PROVIDED BY
PLACED IN GRASS OR LANDSCAPED AREAS WHENEVER POSSIBLE. THE
UNIVERSAL ENGINEERING TESTING CO., INC., 3852 L B McLEOD ROAD,
LOCATION OF THE CONDUIT SHOWN SHALL BE CONSIDERED SCHEMATIC ONLY
(305) 423-0504, AND ADDITIONAL SERVICES MAY BE PROVIDED TO THE
WITH ACTUAL SIZE AND LOCATION TO BE DETERMINED BY CONTRACTOR.
SUBCONTRACTOR UPON REQUEST. THIS ENGINEERING FIRM ASSUMES NO
RESPONSIBILITY FOR THE CORRECTNESS, -ACCURACY AND COMPLETENESS OF
THEIR WORK. REFER TO, REPORT NO. 6132 FOR SURFACE PREPARATION
SPECIFICATIONS.
5.
DURING CONSTRUCTION THE SUBCONTRACTOR SHALL PROVIDE FOR ADEQUATE
DRAINAGE AND PROPER SOIL EROSION CONTROL MEASURES FOR PROTECTION OF
ALL DRAINAGE AND'SEWER STRUCTURES, AND AT ALL ADJACENT ROADS AND
LANDS.
6.
DETENTION POND IS INTENDED TO DRAIN AS RAPIDLY AS PERMISSIBLE, THUS
THE QUALITY OF SOILS IN THE POND IS CRITICAL. ALL SOILS CONTAINING
APPRECIABLE SILT, MUCK, CLAY OR SIMILAR FINES, INCLUDING LIMEROCK
DUST FILM, MUST BE REMOVED AND REPLACED WITH SELECT GRANULAR FILL.
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7.
UNLESS OTHERWISE NOTED, GRADE TO MEET EXISTING ELEVATIONS AT
PROPERTY LINES.
8.
EXCAVATION OF UNSUITABLE FILL AND COMPACTION SHALL BE DONE IN
ACCORDANCE WITH THE SOILS ENGINEER'S RECOMMENDATIONS.
9.
GENERAL CONTRACTOR SHALL REMOVE ALL TRASH FROM SITE. EXCESS - FILL
DIRT.IS THE PROPERTY OF -THE OWNER. AND SHALL NOT BE REMQVED FROM:THE
SITE WITHOUT OWNER'S CONSENT.
10.
ALL SPOT. ARE GIVEN AT TOP OF PAVEMENT OR FINISHED
_ELEVATIONS
GROUND.
11.
PARKING AREAS ARE DESIGNED TO DRAIN IN THE DIRECTIONS SHOWN ON THE
GRADING PLAN. THE CONTRACTOR SHALL AVOID CREATION OF LOCAL.LOW
POINT'S. THE CONTRACTOR SHALL REPAIR ANY AREAS WHICH ALLOW GREATER
THAN 1/2" OF WATER TO STAND FOR MORE THAN 2 HOURS AFTER A RAINFALL
AT HIS EXPENSE. THE METHOD OF REPAIR SHALL BE APPROVED BY'THE
DEVELOPER.
12. IMMEDIATELY PRIOR TO SOD INSTALLATION ALL CONSTRUCTION SILT
AND TRASH SHALL BE EXCAVETED FROM THE SIDES AND BOTTOM OF THE POND.
SOD SHALL NOT BE -INSTALLED IN THE POND UNTIL 'ALL THE SITE PAVING
HAS BEEN INSTALLED.
1
13.
GROUNDWATER WAS ENCOUNTERED APPROXIMATELY 3 FEET BELOW THE SURFACE
ON 3/3/88. THE HIGH WATER ELEVATION COULD BE AS CLOSE AS 1.5 FEET
BELOW7THE SURFACE DURING THE WET SEASON.
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DESIGNED
APPROVED FOR CON RUCTION:
DATE
PROJECT NO.
CHECKED+
AVID W. WOODS
��.�
o `� ��
REG. RR F. N 1 36
O E G NEER FLA. NO. O2
i • ♦ •
Consulting Civil Engineers &Surveyors
ORLANDO, FLORIDA • (305) 894-3804
DISCOUNT TIRE CO. INC.
INC*
SANFORD
GENERAL NOTES
6-1-88
88027.03
SCALE
„` l
i 2O
SKEET NO.
r
I
NO. DATE REVISION BY
APPR'D.
PROJECT ENGINEER
•,
OF ..
SCALE 1 "= 20'
/ / I
/ I
I
/ I
/
LEGEND
- - - - EXIST.
EDGE OF PAVEMENT
,
NOTES:
-- — EXIST,
STORM SEWER PIPE
1. SEE SHEET
Cl
FOR GENERAL NOTES.
_• • —_• -0 EXIST.
POWER POLE w/ OVERHEAD LINE2.
� �
SEE SHEET
C3
FOR GRADING AND DRAINAGE INFORMATION.
— — — — Ex1sr.
1' THICK VERTICAL CURB
Q /
3. SEE SHEET
C4
FOR DETAILS.
EXIST.
FIRE HYDRANT
O /
4, SEE SHEET
AND EXISTING
C5
FOR BOUNDARY SURVEY, LEGAL DESCRIPTION,
STRUCTURES.
� EXIST.
WATER VALVE
/
5. SEE SHEET
L1
FOR LANDSCAPING PLAN.
❑ EXIST.
WATER METER
/
/
6. PAVEMENT
STRIPPING
SHALL BE 4" WIDE WHITE OR YELLOW.
/
/
POLE SIG N•; SEE DETAIL SHEET C-4
v / /' /' IF // \ \ \ \ SEPTIC TANK, 900 GAL. MIN.
rn DRAIN FIELD, 340 SF MIN.
) / / _ � \
/ ORLANDO DRIVE
MEDICAL CENTER
00
REMOVE EXIST CULVERT"C-
' /REMOVE E�IST. METF r //�G o� .^ `'� - \•' _ \
/ /INSTALL 2 TAP WITH /
HEADER TO 2-1" MtTERS 3y /50' BLDG. SET BACK \ \
W/BACKFLOW PRE//ENTERSVIC
/-1 " _ _ _ `° \ •� \\
/ / ��.v._20�..� �2� WA TE SERZ/ICE 1
/ INtrALL ;MITERED END ECTION
PbOT INDEX 272-
� �) / / / r ' • O ' ill 0 0�' ' \ �-- __ ` '- ..
JUNK TIRE STORAGE
CONNECT TO EXIST, 18" RCP _
®_ o `\ 3?4 �2' o �J DUMPSTER W/WOOD SCREEN WALL
n a cy
/INSTALL MITERED EN/U SECTION DISCOUNT TIRE COMPANY \
\ - 10' BLDG. SET BACK
/ FDOT INDEX 272 _
HC SIGN 2
6,250 SQUARE FEET \ `
J/ _ RETAIL FF 49.0 —
31
9,19 2, FQ �' 2s 00 CONC. APRON BY BUILDING CONTRACTOR
C 2 4 CONC. SIDEWALK---"�• 0' ( =� _
cy
4b-
Itocy
EXIST. FIRE HYDRANT O Q
Q ® ,.;,� \ tW ,,. 11 h
�G/ % / • ` `' - S 100� \ ` ~ \ 12.00' ® -�, / Off.
�0 ;' PARKING CENTERLINE
�w° CURVE DATA TABLE
/� / f\ �� 10 BLDG. SET BACK
SIGNIF
`7�\
IF 02"3rop A
R18,31 �`3gA,N0
/
►
O
RCS1iC _ O
9, 38. f s Rq,N TR TO F
i REMOVE EXIST. CURB _ R20.00'_ £F
INSTALL 3' CONC, VALLEY GUTTER _
SEE DETAIL SHEET
------------ -- -- ---
r - --_- -
/ ''-----------10"PVC-�
------- '- ._ - ~-
_ V
- _ — — ENTRANCE i0
/p SEMINOLE PLAZA
GC- 2 _
/ FRIENDLY RESTRAUNT
\
CURVE
RADIUS
LENGTH
DELTA
C-1
C-2
42.00'
42.00'
20.64'
20.64'
28'10'47"
28'09'47'
DESIGNED D.W.W. APPROVED
s, DRAWN D.1W.,W.. r ♦ - ; DISCOUNT TIRE CO., INC.
SANFORD
SITE LAYOUT
PLAN
d1
SITE DATA:
TOTAL AREA
0.757
ACRES
IMPERVIOUS AREA
0.507
ACRES
PERCENT IMPERVIOUS
67.0%
ZONING
GC-2
STREET FRONTAGE
426 FEET
HANDICAP PARKING
1
REGULAR PARKING
24
RETAIL AREA
1,250
SF
WAREHOUSE AREA
5,000
SF
SERVICE BAYS
6
RETENTION VOLUME
1,380
CF
DATE
PROJECT NO.
6\1 \88
88027.03
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SCALE
SHEET NO.
J Q
1 I$_ 20'
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.. _ . �' �, ��. "'4a .. .. _ rt U' wK4fr «kW X++'... i •F.•... i,,...�: ...... .. .....r.. .. .., ..r.. u,t .. ..... ...: .,. ...... _. ,, .,.,.., ;..... .._., -
..,� .our•# s.5 a ,.. _s•Kc4•F I�zt :... ...... ..:..:..„�
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- ,-bit+R-s'i«ai..�m,a�7P:aT�l:a.Va!aa,•E+?.?anc�&z.:•1�r77:ccx,t.•rP.t ...„�,A='..:.4+;'r'.0;oN:areq:r.•n,u;'7,:.J:s4:;.^7.sa-...,y-"°wa a.. � .,, . . w T,„..rv';1.r��+tT`i36?u3.,•�.C;:rsAh...'?trfiir,8sal.'rrrw,V... v.�ti .... ,::.. �. .... ,._. ' ... .y., ....; ... .-Sax' .%e.r: .r.. 4.. w:f .+ «v,:.:.L✓.a. ,a'!,.t
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NOTE: PAINT SYMBOL
BELOW ONTO PAVED
SURFACE W/ 2 COATS
OF TRAFFIC YELLOW
PAINT, MANUF PER
DE PT. OF TRAh S-
PDRTATION SPEC.
' - 8 "
4
TYP. SYMBOL FOR
HANDICAPPED PKG.
Fti►l�Ca.?f"Eti7
w/lr.-trcrraio�y-t-
�SrA+f�- �
PAR"JiG
,�• �„�. Ihe ��•
w
z I,e+ ro k l paasi" Tto1 6t
HANDICAPPED SIGN DETAIL
6"
1 / 2 11 R.
t0 %� 1+•
I
Bid
(SEE NOTE I)
JJ W %xiw
Q � ED "
$ F NOTES:
=crU)
ULi
�a a- BC 1) ALL CONCRETE SHALL BE 6' THICK W/6" x 6" x 6 x 6 WELDED WIRE -MESH.
w
a a COMPACTED BACKFILL
2) ALL CONCRETE SHALL BE 2500 PSI MIN.
z COMPACTED SELECT MAT. 3) THE GROUND BELOW THE STRUCTURES SHALL BE•COMPACTED TO.950/. MAX.
<1 N PIPE BELL MODIFIED PROCTOR DRY DENSITY PRIOR TO PLACEMENT OF CONCRETE.
z COMPACTED GRANULAR
It / BEDDING MATERIAL
w Bc/2
UNDISTURBED SOIL (SEE NOTE 2)
(TOTAL) /
NORMAL TRENCH GRANULAR BEDDING
CLASS NB11 BEDDING - NORMAL CONDITIONS
pEDDING AND TRENCHING NOTES
I. Bc - PIPE O.D.
Bdw TRENCH WIDTH AT TOP OF PIPE
MAX. Bde Bc 4 24'
MIN. Bd" MAX. DIM. OF BELL t 8' (UNSHEETED TRENCH)
MAX. DIM. OF BELL t12' (SHEETED TRENCH)
2. DEPTH FOR REMOVAL OF UNSUITABLE MATERIAL
SHALL BE AS REOID TO REACH SUITABLE FOUNDATION;
FOR NON -CUSHIONING MATERIAL, DEPTH SHALL BE
6' BELOW BOTTOM OF UTILITY.
3. SHEETING SHALL BE DRfVEN BELOW UTILITY INVERT
IF REQUIRED FOR LATERAL SUPPORT OR UNSUITABLE
MATERIAL REMOVAL. WHERE SHEETING IS BELOW
PIPE INVERT, SHEETING SHALL BE CUT OFF A MIN.
OF 12" ABOVE' TOP OF PIPE,OR HIGHER AS
AUTHORIZED BY ENGINEER, AND LEFT IN PLACE.
IN NO CASE SHALL SHEETING LEFT IN PLACE EXTEND
HIGHER THAN 30' BELOW SURFACE GRADE UNLESS
SPECIFICALLY APPROVED. BRACING SHALL BE PROVIDED
AS 'REQUIRED.
.'11&21 1 Sgcfim far A"lamdblte And I Typical � Secllon for Truck -Troller Traffic
3ingls Unit buck liaprc Width 1 Vuri.. I: 12• MI-24' Mu,, Rssid.nlal
12� Mln.-46' Mo.. Cwnm4,001
RyW (.Inc -� _ 20Mi.. Nr Public Rood.
I-- Point Of Conn.clton As Shown 0n The Plant Or As
For Spacing Sro Geeeral Not. 3. O.I.rminsd By Th. Engin.er During Construction
i Sam. Opposite S.S. _ Or A. Stipululsd By P,rm11,0
Sid. 0,ain Pips 1 15-Pa.Or 17-. 13� Pip. Arch Min.) •�
-T777
5•-aAT-
Rcud,wy I tth TI 11
r1,,s�•'� $ / I ` should.,
rd �I„`d 5 Min, For P,ival. Cicll-
Sam. A. Oppoel l.- I 6• Min, oinFor Public Roads
Slwald.r Li,r. � 1 �1�11
_ 1-22
d 7hauldar Lin,
Edga VI Poo\- Edge Of Pat)
5• P.-ril Al Close 1 0rud,A _
Cannectlon. In Accordant. With
Ind.. Na. 516 0, As Share In
Th. Plans 01 As Shpulolsd By Prm11,.
Va n.s Von..- Determined By Diln Width And Angl. Voriu
PLAN
NCTE' For dual. of Sod - See Shoulder Shoul d.r Sod - 5e4
M,I„sal End S.Chon IndT5 e.h.2�- Width ( Vurles 1 Inds. It275
sa, Ind.. Na 2Is 1 `-
A 151h F. L. 9
�a
C�• j} M, tend End3,clwi Moped End Sad a.+- -4
I VOI1..-Duarnai..w4dope Inlli c p. (32Mm:1
LONGITUDINAL SECTION
11-dway Should., Turnout
Tawr Or lumoul Aualllory 4n..1
RJwy. Pav�l / See Shau 2.01 2
I}-�- Eaiiiiing Or Prop ... d �I
Point Of Came' lions l
PROFILE AND END VIEW
D Slabls matuiol may W naulr.d for q,ad.d fur noWs to prl.ot, per oouty o, dir.cl.d by Ih. Engines In
ottordancs with Section 102.6 of the Standard Specification,.
OPo,.d lurnoul, at. to b. conutucl.d for Class E,0 and fit paved con.cling facilities. The eonnecling
point "ill W du. r min.d by Ins Enginasr.
Po..d ........ an lob, constructed for Class I1 graded aannecting facilities. TM comscling point .hall bs 30'
from ,dg. bl r=qy pay.msnl or at RyW Nne, rhich.var it In,.
Pond turnouts or. to be constructed for all Class III connecting facillli.s, Ths connecting point .hall be
at the R/W line.
RURAL TURNOUT CONS -(RUCTION
GENERAL.tlOTES
I For turrlrul wssd,Coheris see /he moo ul aitihed -Policy And Caxdelw,es he Vei tutor Canechcns To Roods On The 5101e Highway SYS(- 'dale Ferrwry
1965 wd effective August 15, 1965, mlormal.an on nut Index in,a/,once with Ind maud separcedes It& iifcrmalien in the manual. The manual Yioald be
referred to Ice special apl,calnns, and, for e.¢eplicwts dw to exiterrie condlir-s-
2. No dr,vewoys, turnouts. or sale cruets Ore to be cuolrucled wtthccn for materiels flo,n the owner except for repiacen,e d of opprdl•ed kit oys, herculs,
ond1w sale bons esuing at the lime of beginning U roadway construction and it desired by Ina ornei. All nor at tecons bunted driveways,Ywnwis,
and side drans roust conform Io the sire limits indiCated above.
J. In twat areas whair Ills, obiAing properly owner doves nitallasw of h•rntils red peuv,dwd there is od«Israle liorhloge for prcpor driveway sepotalic», the
Ocyorrmatl will wnsfruel a will allow Ihe-ecrulrvcl. of a mosnarn of two 24• (Goss 1,1 c 2- fty), two 24' (Class➢ orM, I-Woy) "two 48• (doss If
_ w 1➢, 2-Way) turnouts akxig ee some frontage with a nur.n of 50• of sl.oce between then. For more desirable w�hh ad spacing, knifing condifions
" and lot e.ctV,ons see the manual.
t ' w ,• _ 4. In wbcn areas, at the towel, of the oi:uflnq properly owner Orhis assignee, aid provided there is odegw er Ir[nloge far proper driveway soporaing,
t� ttw CLY,aeIment will construct or will allow the construction of a mason of two 24' eCloss f. I or2-Way), two 24'IClos5ll er1I1, I- Way) cV two 48'
• { (. (Gass ➢ Or ➢1, 2-Woyl turnouts along Ire same fronloge with a mninnam of 26' of space between them (6' betwean cub transition). Few nwre desirable
.i •r
width and spacng, limiting conditions and tar esdrpl,orts sae the monuol
" .,. i is i • 5 Class 117 turnouts in urban areas we to be construcled as nlersecing sireels with curb and gullet
6 In both urban ond rural areas, rherevitr dual dri.eways are allowed, that polKnbf the Right -of -Way bafveen the drives and outside Ihe Pavement hinds
�•• - Of the Nyhwoy shall Le err Onosr"•d us o "No-Porkmq-Areo'.
\'- Z Stabilized s,,0 rode not a eel fcr po,eQ rlrriwts to pnvale y.
d,. '• g ! a 1r oPerl
•'" ' r '' , • •1 ' 8 For delal of drop curb site India. No. 300.
:i • r•
VERTICAL CURB DETAIL
err
I
DESIGNED APPROVED FOR - CUNSTfjl1CTION 'err, r'
DRAWN
CHECKED
Dww DAVID W. WOODS
BY APPR'D. PROJECT ENGINEER I REG. PROF. Ey, INF9R, 'FL.A'.. 36902
F.D.O.T. INDEX No. 515
Consulting Civil Engineers & Surveyors
ORLANDO, FLORIDA is (305) 894-3804
r
in FINISHED
-• GROUND
6"X6'"X6X6 WELDED WIRE MESH
2" MINIMUM COVER
SECTI ON D® D
VERTICAL CURB
im-
i�49
A - -, A
- -I
- J
PAVED PARKING AREA
.PLAN
ASPHALT PAVEMENT
6" 4'- loll
3:1 SLOPE
ELEV. 47,30 POND BOTTOM EL 46.7
6"X6"X6X6 WELDED WIRE MESH
2" MINIMUM COVER
SECTION A --A
RUNDOWN DETAIL
SCALE 1 "=4'
C
It
6" 6' 6�
(0 FINISHED
GROUND
LL6X6 X6X6 WELDED WIRE MESH
2" MINIMUM COVER
,aEQT QN
1/8" ALUMINUM PLATE -�
BOLTED TO END WALLS
W/ 6 3/8" GALV, EXP.
BOLTS & WASHERS
v nv 1 vs. 1 11 .
SECTION C- C
WEIR & SKIMMER
SCALE 1 "= 4'
E.
TOP 48.20 .
7.57
T 47,25
SKIMMER 47.02
POND BOTTOM 46.7
DISCOUNT TIRE CO. INC.
SANFORD
Sod n
I-L--� 5-sledCmRwnE.d Corners
n w t � 1 1 � •io o
T Imo.• .^ »� ' ��«•i��r..��-�.-. �.. I � I SQ
I I �
Control. Slob, Y Or 5}' TMck, Ll
Reinforced Willi W r oa6 - W1.4aWI.4
TOP VIEW - SINGLE PIPE
3, 2.3' 4.7q•
Kd
3' G 5f' R ~ a
``� An
CarrugatAd \
Metal Rpe
Soddl,
RerollAd End Raosared 4 & ( See odes No. 280
For Coup4nq Type )
' vt.,es 2.00'
Paid For As Piper Cui.d 6' (P,va To Be irchIkI ,Fsd.,r (ttil Era Fie' Mite
SECTION
11
6CRUSHED LIMEROCK
6" MIN, STABILIZED
SUBGRADE
' NEW PAVEMENT
LIGHT TRAFFIC AREAS
DESIGNATED BY
D M1+,y &OOe -L
3/ Sod
* ';tope 4:1 Miter: To has For Piaes 18a And Smaller
ZA For Pipes 24' And Lw7or.
Z:I Miter: To � Piaer For Ploes 18" And Smoliw
1: 1 For Pipes 24' And Larger,
F.D.O.Te INDEX Noe272
811 CRUSHED LIMEROCK
611 MIN. STABILIZED
SUBGRADE
NEW PAVEMENT
TRUCK LOAD AREAS
DESIGNATED BY e'�
t=�
TYPICAL PAVEMENT SECTIONS
N.T.S.
12'
x
N
I
CO -
cc
T
D/F CABINET SIGN WITH
EMBOSSED LEXAN FACES
PROCESSED ON THE SECOND
SURFACE
NOTES:
1. BACKGROUND COLOR - WHITE
2. COPY COLOR - RED # 2157 -
3. CENTER POLE MOUNT WITH VERTICAL
DHO LAMPS,
4. CABNET PAINTED TO SUIT WITH 8" DIA. �
ACRYLIC ENAMEL PAINT
5. BACKFILL FOR FOOTING SHALL BE MIN. THI(
COMPACTED TO 20 LBR.
6. REINFORCING STEEL IN FOOTING
SHALL BE. PLACED 3 T& 4 INCHES
FROM CONCRETE SURFACE.
I 3,- g"
A BAR (#4)
1'- 5"
2'- 6'
-o" 7 -6w � ..
V-5"
B BAR (#4) ,
I• a
•-- - N �r .
rt
7' 7'
PLAN FRONT
SIGN DETAIL -
SCALE 1"=5'
(STRUCTURE NOT CERTIFIED)
SITE DETAILS
is
A r' C r, n I -r 111
8"I CRUSHED LIMEROCK
12" STABILIZED
SUBGRADE
NEW PAVEMENT
DOT AREAS
DESIGNATED BY
SIDE
DATE PROJECT NO.
5/26/88 88027.03
SCALE
SFIEET NO.
N.T.S. of C4
V•
4
1k
/ - (N72 • ,
'- 29''w POINT OF COMMENCEMENT I
/ M
/ qN EAST 1/4 CORNER OF SEC. 11, f`PIP. 20 S., RGE. 30 E.;
FND. NAIL & DlSC; DOUDNEY FND, 1/2" IRON PIPE, NO NUMBER 00
Lj
lv / L1� �� 9$ w
a_
A
1
OOg $�
o -
W o ,� h, ,' o r� j w
-j 110
1O . h'O / �? I o N
U ha 35 �� UV) ((
V)
�� - _ I Vi
'-� w
o
`-~-47 (5 FND. IRON PIPE W/ CAP No. 3764 z
Ln
POINT OF BEGINNING �,;�� �� - _ --- , w
FOR PARCEL No. 1 /' Qj
�cv 3 00
ry
' h � �• �� '' • \~, STY \ - ._-
7 C
.�., a , h � ? r` � '�� B• RES •- .79�52 ----
,' �z�' <.F �� ?� k =- POINT OF BEGINNING
:..--
~ ^' o �1
FOR PARCEL No. 2
4113 4,5
FND. IRON PIPE N/ OF
/ i CAP No. 3764 �'ROp •. . --
POINT OF BEGINNING :1 ~~- -_ N7 . �,�,E 3 {
ci
FOR PARCEL No. 3 // �G �3 ?�• 02, �.. w
- , . ~ \ <v
/ M j ,. 96 9 Q
�$ pl // h'� / r• `- :~ b 1 •s _ _ // ,/ 6 SET REBAR W/ CAP No. 2700
S
h 2 •
59.
O(N.,O�• / S!Y SyEp
/ RES c. Q ry 30
00
r FND. 40 CONC. MON.; Al Ja3.. c40
ti n/ / O / 9y
DOUDNEY
cS 7 R ,\tk25
z6•a1 ' (0/ :'i O O / 8'' Q v
h' Ili (0
Ov � :� �
4
h / fo Q /
n/ %'t
Qy It
02 / N
iV 72 40
10 00, 9,> Off.
Qj
Lij
T.C.= 48.13 �3 .RWk
0
T.C.= 48.26 F.L.= 47.63C= 7 O
--48.43 F.L.= 48.40 75�18:
aRF.L.= 47.741 � �F.L.= 47.90 �i
T.C.= 48.44
F.L.= 47.94
T.C.= 48.50
F.L.= 47.96
T.C.= 48.55
F.L.= 48.04.
T.C.= 48.26
F.L.= 47.80
LEGEND
EXIST. EDGE OF PAVEMENT
EXIST. STORM SEWER PIPE
• • • • • • EXIST. LIMITS OF DRAINAGE SWALE
- - o EXIST. POWER POLE W/ OVERHEAD LINE
EXIST, 1' THICK VERTICAL CURB
EXIST. FIRE HYDRANT
EXIST, WATER VALVE
Ej EXIST. WATER METER
DESIGNArES,EXIST, CONC. SLAB
" EXIST. CHAIN LINK FENCE
vi
0
r.....
L 43'00„
SET REBAR W/ �5 E
CAP No. 2700-
M _ w
- v'
RIC,, r. .. ~- C" FND. 4x4 CONC. MO�I.; 0
4 F,C �...f?85 DOUDNEY -��� t
----------- ------ t.CA1,j
LLJ
so(j
......
i,-i vi
. ..........
C..- 4> - z �!2I
2 o
D
w
_Z
.................................~ r
`•~� ..4� 26r w
~F•C ~zj� 65
FIELD M.W.K. APPROVED
- �. DRAWN R.L.H.ICAD ,� iSikPREPARED FOR;
- - DISCOUNT TIRE CO. INC.
CHECKED W.E.B• � - .
Consulting Civil Engineers & Surveyors
JOHN M. SIKESy0 x
ORLANDO, FLORIDA e (305) 894-3804 SAN FORD, FLORIDA
N0. DATE REVISION BY APPR'D PROJECT ENGINEER REG. PRO! :: ENGIN[t FR 5-
r
LOCATION MAP
LEGAL DESCRIPTION
PARCEL 1
f
COMMENCE 483.38 FEET SOUTH OF THE EAST 1/4 CORNER OF SECTION 11,
TOWNSHIP 20 SOUTH, RANGE 30 EAST, THENCE N.720-43'40"W., A DISTANCE
OF 1009.63 FEET; THENCE S.25°-30'-00"W., A DISTANCE OF 122.5 FEET
FOR A POINT OF BEGINNING; THENCE S.72°-43'-00"E., A DISTANCE OF 190.52
FEET; THENCE S.25°-30'-00"W., A DISTANCE OF 102.5 FEET; THENCE
N.720-43'40"W., A DISTANCE OF 40 FEET; THENCE N.25°-301-00"E., A
DISTANCE OF 51.25 FEET; THENCE N.720-43'-00"W., A DISTANCE OF 150.52
FEET; THENCE N,25°-30'-00"E., A DISTANCE OF 51.25 FEET TO POINT OF
BEGINNING. LESS RIGHT-OF-WAY.
PARCEL 2
COMMENCE 483.38 FEET SOUTH OF THE EAST 1/4 CORNER OF SECTION '11,
TOWNSHIP 20 SOUTH, RANGE 30 EAST, THENCE N.72°-43'-00"W., A DISTANCE
OF 1009.63 FEET; THENCE S.25°-30'-00"W., A DISTANCE OF 122.5 FEET;
THENCE S.720-43'-00"E., A DISTANCE OF 190.52 FEET FOR A POINT OF
BEGINNING; THENCE S.7211-43'-00"E., A DISTANCE OF 159.48 FEET; THENCE
5.250-30'-00"W. , A DISTANCE OF 102.5 FEET; THENCE N.720-43'-00"W„
A DISTANCE OF 159.48 FEET; THENCE N.25°-30'40"E., A DISTANCE OF 102.5
FEET TO THE POINT OF BEGINNING.
PARCEL 3
COMMENCE 483.38 FEET SOUTH OF THE EAST 1/4 CORNER OF SECTION 11,
TOWNSHIP 20 SOUTH, RANGE 30 EAST, THENCE N.720-43'--00"W., A DISTANCE
1009.63 FEET; THENCE S,25°-30'40"W., A DISTANCE OF 173.75 FEET TO
A POINT OF BEGINNING; THENCE S.72°-43'40"E., A DISTANCE OF 150.52
FEET; THENCE S.25°-30'-00"W., A DISTANCE OF 51:25 FEET; THENCE
N.72°-43'-00"W. , A DISTANCE OF 150. 52 FEET; • THENCE N.25°-30'"00"E. ;
A DISTANCE OF 51.25 FEET TO THE POINT OF BEGINNING. LESS RIGHT-OF-WAY.
SURVEYOR'S NOTES
1.) BASIS OF BEARINGS: BEARINGS ARE BASED ON THE SOUTH PROPERTY
LINE OF THE SUBJECT PROPERTY AS HAVING AN ASSUMED BEARING OF
N.72'43'00"W.
2.) NO RESEARCH DONE FOR RECORDS OF EASEMENTS OTHER THAN
SHOWN HEREON,
3.) DESCRIPTION FURNISHED BY CLIENT.
4.) BENCHMARK: PAINT DOT ON NORTH RIM MANHOLE ON N.W. CORNER
OF U,S. HIGHWAY 17-92 AND AIRPORT BLVD., 47' WEST OF CENTERLINE
OF SOUTH BOUND LANE OF 17--92 AND 50' NORTH OF CENTERLINE OF
AIRPORT BLVD., DESIGNATED AS No. 1711101, SEMINOLE CO. DATUM = 47.320.
SURVEYORS CERTIFICATE
s
WE HEREBY CERTIFY THAT THE SURVEY REPRESENTED HEREON IS TRUE AND CORRECT
TO THE BEST OF OUR KNOWLEDGE AND BELIEF, AND THAT IT HAS BEEN PREPARED IN
ACCORDANCE WITH MINIMUM TECHNICAL STANDARDS AS SET FORTH BY THE FLORIDA ;
BOARD OF LAND SURVEYORS, PURSUANT TO SECTION 472.027 FLORIDA STATUTES,
BLOUNT SIKES & ASSOCIATES, INC. L.B. 3461
BY; -------- DATE: 4 5" ov&
WESLEYYE. BLOUN P.L.S•
FLORIDA CERTIFIC�+E No. 2700
NOTE: NOT VALID UNLESS EMBOSSED WITH SURVEYOR'S SEAL.
DATE PROJECT NO.
BOUNDARY & TOPOGRAPHIC w z 2,22/88 88027.03
zSCALE SHEET N0.
SURVEY _w 0 1„-20' of C5
r
I WHEN
1i
E
R V181QN8 E3Y
_BU I LDI N G NOM EN'C'LATURE CONDITIONS, � �c N E ,f OMENCLATURCONDITIONS
'
0. LEGAL .SEE SITE PLAN
I. BUILDING SQ. FT. 6, 250 TOTAL
• .. I. _ZO N ED •• C- I ZONING 0F ABU TT I;N G PROPERTY SEE SIT E OR ZONING PLAN
6,250 ,, ..
2. BUILD'iNG GROSS AREA SQ.FT.
3. BUIL`DiNG NET AREA S .FT DENSITY PER. UNIT
t ' . 2. SITE``AREA' S:F, ACRE OR ACRES PROPERTY SIZE SEE CIVIL PLANS
6z080 ( 1 NSA 3. PAV ING AREA S.F. SEE SITE PLAN TYPICAL FI F dimensions
Q ` J NISH LOOK GRADES
seer dra i na e plan)
' � � 9 P ) .
4. EFFICI ENCY RATIO OF BLDG. N/A % PERCENT,,•
4: LANDSCAPE SEEDED OR SODDED AREAS S.F SEEDS S.F SOD SEE LANDSCAPE SH.
B U S I N �,$ S _.
5. BUILDING CLASSIFICATfON ----TYPE PER: sBCCI CODE. 5 STORMWATER RETENTION BASIN AREA SEE CIVIL�S.F, PER. PLAN SHEETS C-3 CAI)
6.` BUILDING TYPE __ _ _ -TYF�E PER. SBCCI CODE. ,
6. SITE ACQUI SITION N/A I FREQU E STE D.
7, ' BUILDING HEIGHT MAX: 5Or FT.'. �tr INCH a
X '
8. FIRE SPRINKLER SYSTEM: NO YES, - T0,E iSTING PER, CODE• SETBAC-K CON�I TIONS.Z.
match to ex i sI n 9 U
SEE CIVIL PLANS 20 i �' to
9., FIRE ALARM SYSTEM PER_ CODE NO. X YES TO EXISTING 7. FRONT ' REAR L.SIDE OI R.SIDE 0
SPECIAL CONDITIONS;
10. PLUMBING H,V.A,C,, ELECTRICAL - SE-E. PLANS* lF NOT WITH CONSTRU
CTION
p
DOCUMENTS BY OTHERS. �._.. 0
o'er
8. PROPOSED SIGN - SEE SITE PLAN FOR LOCATION NOTES ETC. SEE CIVIL
W m.
Liu c
PARKING RECAP'.
I
�` R SIZE
9. SEE SITE OR DRAIN PLANS DETAILS FO
S AND LOCATIONS SH EET C-I C-2
F
10, LIGHTING PLAN SEE ELECTRICAL PLANS SHEET - E- 2 ETC. E- 2
VP NI���S� ��PEC I F[T R :I D N S ' I I. PERCENT OF SITE AREA WITHIN FLOOD HAZARD SEE PLANS SHEET C-I, C-2 8t 'C .3
' 1. AI .constrtnict,i.in 'sh l l ,sae iit tanfarm�ncp '%r th' th_ .�� st 2, EXISTING PROPOSED COUTOURS 0 N E,, , TOPO ETC. SEE SHEETS C-I C- 2 8, C-3
edition of the Fata�tidar4, y�' 9 , '- --- .,._....
P x lc in Ccfd,e, L-i.f0 4fety, t?t�e,
National :El ect r.i c,,.C000 ` Nat} onali Pl �trilb.i rf � i� a•hd �11
yt.W -
3. X S G PROPOSED
Racal 'ordinzn+*es. ; .. r .. STRUCTURES 'ON SITE ..PLAN SEE SHEET C;1 C-2 a C-3
E I TIN ED S �.�
2. The General Contra tQr .hall 'verify' al l ° i:r"men ion prier '
tp start of construc on i :. 14. ACCESS TO PROJECT SEE SITE PLAN SHEET C-2
Contractor shell verify >:istitIcgndition5 .prigr:.tq
constructi can and, all ,n tri fy APcthi test' of any c1i rprep anti es. r
A Contractor, sha), .i' det:ermi ne^ l agat can of any' a.Rd `�l l .sander- " • U T 1 L i TIES E S RECAP: R .
gratcnd uti i i t.i �5 or Gen tru t� on.,; pr 'cir tp iponstr� cti.,on. n 2rne s
'i n order to a, 'oi'd damagL', to" Sams'.
NOTE. t:AOTION; C i, - 15, a. WATER SYSTEM' PUBLIC .,,INDIVIDUAL -WELL SYSTEM:
.,. Foundations were. dEs> caned asu.ming a� min.imttm sa}1 b�ariitc� X
G«nfr�,tar steal( fie�:l uerrry location:; c,t b,4L Un• -.• .
---- -
capacity of :20ian sf, Gontr ctir':�,h�al_1" verify �cui bearin
orground Utilities suchas, Gas, Eloctrical Gon p 01 � `� b. SEWER SYSTEM PUBLIC I N (� I V I D UA L S E PT l C:' T A Per c o `.
duits, Plumbing, Pipos, San. SF,war, Watr�r Su and not if y Arch i teat for , di re-t i on or mod i f i cat.i ran. I
X
rUy
Fire Sprinkler Lines etc; and make t, r rr d
;
u r�ak sire they b. woo , ,. c. ELECTRICAL X NGRrD. >;
clear of all �r sti;ms, .f3err�rs F1G•l/k1''. i� :;t� s t s uds l E�3 �� P
,, �, O. H U SEE EL..0 SHEETS er. comae
Y r AlAll structural, framing members, Ira k�,r ,'..i4x ,"r*m5 t I,L
Oid,itprvblernsoccur .and bearing plate$) which. are 3•" ,nominal„'o'r', 'r�ater:�n dr PHON E DITTO
S . B.
Quil k nrg'r, or Architects.
:thickness .shall have ,a minimum allowable, ,e)itreme ,f i ber• stress
' in bending of Fb = '1 C? psi ;`and a `minimum.:-moduilt,ts"of.'' NOTE. FOR OTH ER IN FORMATI DN SEE SH SETS - C ETC. Q
elasticity of E.= l'? 'I000'psi, f111 cather`',wogd 5hali'have'a e.FIRE PROT. FIRE HYDRANT LOCATION SEE SIT E PLAN FOR - EXIST. X OR NEB`/ (�
allowable extreme fiber, stress in bendiln' of Fb 1Qr?o psi.
- U
unless the wood has been treiated with an a rove re's-rvati e L'
' Woad Shall not Come • i rtt'o _contact with canoe e • or masonry 1 6. NUM 13E R 0 F EMPLOYEES . FEMALE I + MALE 3 - T OTA _ 4 [�
.. Rp d p a _ � ;I
method. ., E c,h rc,af jars , ,, rafter-z baarn or 'truss +hall .:be, .-..
Q
GENERA NOTES* . anchored•„ta vise sugpor$ to resist uplift with an approved 17. SOILS LS P,EPOR T FROM A CERTIFIED SOIL ENGR P. E. FOR RET E NTION AREA' PERM EABIL1 T E
r►chor i ng 'dVl ce T V _ Y TEST I F
T7. on _I
•°` REOUIRED, BORINGS SHALL, INDICATE - AASHTO -SOILS CLASSI FICATI6N GRADATION DETERM NATfO LU
I
Ccincr to worlr shall ccanfc,rm tt� ACT :Standard' i+ltl ldincj Code . OF WATER TABLE ELEV, SEE DRAINAGE PLANS OR ATTACHED BORINGS 'REPORT TO 'PLANS. N U U
'.'. requi remerit5 for rei nfor;ced. concrete' (ACI .I tG-•7'7).,
Cc�ntrreke shall have a minimum 28-day' strength ot-,Tr 0Q' psi fvr L'
NOTE: 1HE CONTRACTOR IS RESPONSIBLE TO REMOVE ALL foundations, slabs:on'.." d' concrete be rms, .:tie bearrtF, 18 LANDSCAPE PLAN PER. CODE SHEET ONLY I F REQD, BY CODE, FOR PERMITS
Cal Ltrrins and filled cells BY-REG. LANDSCAPE ARCHITECTS SHALL COMPLY WITH LOCAL ORDINANCES.
EXISTING S-TRUCTURES. _ AND '
OTHER MATERIALS NECESSARY rO FROv,DE A 8JILDABLE Rebars shall conform to ASThI,'A,.E;1�i GrariQ 1aC�. WIZ..
d6d Vii re
SITE FOR THE NEWLY PROPO5i:D BUILDING. IT IS I"4;S RESPON' fabric 5h�11 conform to "ASTM r!1-18i.
slalurr To OBTAIN ANY AND ALL P�RM,ts AND serrv;cE 19. FOR SPEC-1 FICATION S ON `MATERIALS USED SEE PLANS OR SPEC. ATTACT E D TO PLANS.
AGREEMENTS IN ADDITION TO COMPLYING WITH ALL LOCAL
AND GENERAL CODE REGULA(IONs.� AND RESTRICTIONS TO PRE.Sp 1 i ce5 of r e i of orcempn't . 5hal 1 be class :.0 as per'°,AC18- 77. �-
PARE 'THE SITE IN A SAFE, BUILDABLE C'�NDITION.
Reioforcemont in walls,,.fDotings and bes�ms th,all b�Sc4ntint.tot.tl. r
At changes in,direction.'of ,ccIncrete wells .,and strip footings, 20• PROPOSED TOILET FIXTURE UNITS 16. 5 FU.s SEE PLUMBING PLANS
provide corner bars, Qf �c-tme size_ and spacing as horizontal W
steel.
U 0
Concrete cover for reilnfarcing 'shall be .oas f61loans: U
MOTE: footing: 41. 4 Ll_
slabs on grade 1--:1 /2 from ,top
S. Masonry:
REMOVE ONLY THOSE TREES THAT FALL
WITHIN THE BUILDING & THE PAVEMENT Masonry construction shall cortform to'ACI .!�tandard liWIding ;
LINE. (TREES. TO REMAIN SHALL HAVE Cade re �iirem q +^ants for concrete 'masonry 'strttctttres (ACI 57. 1-79) .
TAGS & BE PROTECTED WHILE BLD'G4 IS '
Concrete blocks•'shal l , conform to.F1STM C 9�t,,(�8'-da'y strength
DRAWN
V. M.
CHECKED
C, E. S.D.
DATE
-G--oc�a pI
acALlS
NOTED
JOB NO.
SHEET
1, A A
'
OF SHEETS
8a 1� , ~ I I I I .' .:, '. •. I � ._ I �I ,` ,: ,, .: '., I . -. .--'.. � I .pr:. �•: � ,,- ; '., r.�.. 11 �•.� -. I � I �I � I � � � rll I I ! ! v ® r .:...
,
r
n
'
J
C4
,
C
vt
pajlrh7
�YV
Q: z
LL1 <(
. Bu
m
fS�
w
!lIIIIIII�XXXrrr..����9y==!
bid?
Lo
C)
1- L
O
<=C
Cr
LJJ
U
U
W
L ij
-- ,
co
06
�--
U
O
-
U
Oi
DRAWN,
V M.
CHECKED
C.E. a
�^ DATE
SCALE
AS SHOWN
JOB NO.
10-88
... SHEET
OF BI-1deETf'
'MTELED(NE NATKAILALTRAUM FAFER NV. I0GA•24AJ5-'•'° �. .•� r
1
,
s
0
C U FOOTING omN PAD
o Fo NGTYPICAL DETAI L OF SPLICING HORIZONTAL
8IREIN F. CONC. BLOCK WALL
-REBAR�S AT CORNERS & INTERSECTIONS OF
TYPI-CAL DETA�`I L OF RE BAR
WALL TIE DETAIL TYPICAL ALL WALL FOOTINGS CONCRETE WALLS &
n..s, AT COLUMN PAD FQOTI N G n.ts. `CONCRETE RETE BEAMS n.t,s.
} (5 REINF. MICA;5LUCK \VAI.L,FlLL CELCS
FILL CaltNsR ML �aw 7 .
nw MVc a
•SOLI C0t�C. REINF. 1V
1
.. � Fll.(, F Pr.o cK 5n�Iv w/ coKc.. '- �
kv/-5 _� 4 a Q. C . TYFI CAL..
ppw�t, Tn Fea'tN �. I tiK� V�l,l.
i
A" ,' • 1'a�_P C ,iin• ,� r , 7�1 , l J• rJA DA I / / //�
(I L I, MC5 M I p 1V/
CBWG. 4 KElNF. �V/ I-
-W6 - V8N5(. To
run-ri Nr,
IMM
I - ,
e4w„
o.
o
o
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a
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cn
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Camk
LAP, POIZZ. WgLL`
RfIm P OR c GoNEz
A4
11
L.L
0 1
~ 1
�: I
>
w
Er
C
W
—
co
i-
�---
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U
0
W
LL
0.
e�®
DIRAWN
ri��1 1 �� �i �l ia�i iL i i i l �i i�i�i
iis—ii�i�i�iiii■®i�ia—ii�i�iiri i�i�liriii��i■ i iii�i?�i� �i ■ie i�i i BEiM iri■ii
STUCCO
STUCCO E�P-JT."@
STUCCO BEAM CW-1 OVER
G.W. G.W.
2 0
BEAM-�CW-2
Fl E/ G A F ACM
•
P/6-1
P/d
U)
Zvi
"Al
"
(14
m
14
-j
C4,1
-5
E
al
LLJ
4-
j
- L
,j
LD
cc
Ul
qg
Lu
OL
LJJ 0
>1 L.Li
ol�
LJLJ
L-LJ
0
(j-)
0 o
.._ .,.
,-
�� "�a �h
,, ,,
. - ..
- .:
. - _ r
�' >, ..
i"
�•� 7
,_
''�� #
rt
;�;;c
1
�,
I-Illull
ORAWN
Vern
CHECKED
OATH
.i 45 -0
9
SCALE
As SHOWN
JOB NO.
SHEET
n O
OF aHF-rzT9
„ f AB
• ELElTRdE NNT1LYdAL RO(YJG1 fY+PEli O, 66 2 A X J
{
i
2 H R. - FIRE WALL 'DETAIL
ROUND OFF
8%8" METAL
ACCESS DOOR
TYP SECTION THRU FIRE DAMPER
3— If —Ode
-HR --UL-305(U-5) FM-W16A-1HR
MATERIALS USED
2 x 4 WOOD STUDS @ 16°O.C.
2x4 WOOD PLATES
5/8IfTYPE -"Xid GYP. BOARD c
5d DRYWALL NAILS-7ISPACING
1- HR-UL-309 ---'FM -W16B — I HR
2 x 4 WOOD STUDS @a 24"O.C.
2 x 4 WOOD PLATES P 1
5/8It TYPE- 11Xdi GYP, BOARD
5d DRYWALL NAILS-7"SPACING
3= 1'-0" 1 H R F I R E WALL D E T A I L 3�i=,._ "
8fST. PIPE GUARD
FILL .SOLID W/CONC.
18ga HANGER WIRE ---PAINT O.S.H.A YELLOW
4 ° ST. PIPE GUARD
FILLSOLID W/CONC.
- MAIN RUNNER
CROSS —TEES
y
Lr ' ACOUSTICAL' TILE GRADE .
<22) ACOUSTI CAL TILE —BRAND ARMSTRON G
UL. RATI NG No. SELECT
FM RATI N G No. SELECT
7.
_ - 0 C 0 N C FOOTING - -
-HRFI RE RATED S �9° o:: w o
USPENDED ,
cQ
A 0 0 0 S � o •' .� •-
TI CAL TILE CEI LING
SYSTEM F.s
tD V G 0 D•
j
if
- 8 I,-OIle
f,
5, - 'PG 2 PG/I
1
i PI.PE GUARD DETAILS
3/41' = 1-0
ABBREVIATIONS
UL— UNDERWRITERS LABORATORIES
F.M.- FACTORY MUTUAL
T. — OHIO STATE UNIVERSITY
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MATERIAL
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MATERIAL
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MATERIAL
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MATERIAL
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100
S LES,a DISPLAY
SEE NOTE-# 1
11
GYP. BOARD
PAINT-2CT.
GYR BOARD
PAINT-2;CT.
GYP 'BOARD
-
PAINT.2CTr
GYP. BOARD
PAINT-2CT'
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—
ACOUSTICAL TILE
101
WALL SER.AREA- 5/8"GYP BD- 1-HR.FI E RATE
101"
OFFICE
RESILIENT; TILE10
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,FILES
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8'
SEE' NOTE 2
103
104
TOILET
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SEE NOTE-3 # I-HR FIRE RATED CLG
TOILET
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#
71 811
S
SEE NOTE -4 h I -FIR FIR E RATED CLG•
.105
SERVICE AREA.
SEALED CONC.
WOO D@ DISPWALL
SEES NOTE- 5
S. N. 5
S.N. 5
-
S.N. 5
EXPOSED
VAR
SEE NOTE'- 6
106
ALCOVE
3/4"PLYWOOD
WOOD
EXP.• BLOCK
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S.N. 4
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VAR
107
:. 10s
109
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112
I13
114
1 1 5
116
1 1 7
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NOTE : 1
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I -CARPET RESILIENT TILE SEE FLOOR PLAN FORLA ' YOUT:E- CARPET ALLOWANC$2500/yd. INSTALLED, STATICPROOF
a' 3TAINPROOF-.'RESILIENT' TILE't10°°/yd.INSTALLED
2- WALL T 0 1 LETS - 5/8 GYP BOARD W/ I-'HR FIRE RATED: -- U.L.`# 305 (TYPICAL)
'.
3- WALL FI LE RM. - 5/811 GYP. BOA R D W/ I-HR. FIRE RATED ..
'
4-- WALL ® FILE RSA. & SALES AREA — 5/8" GYP BOARD. W/l-HR. FIRE RATED
LAM. PLASTIC TOP
5-3- WALL. S EXPOSED CONC. BLOCK., UIALL. SALE 3 a,DI3PLAY5/8"GYP`-BOARD W/I-HR FIRE RATED
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6 - SERVICE AREA FLOOR -(SEALED W/11SONOPLE)<"-CS-14 W/ COLOR SELECTED BY OWNER)
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LAM. PLASTIC FACE=
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9 TELEDYNENATMALT ACM NO, 186 X3 3>uro
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TOWEL HOLDER —
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DISPENS R
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TOILET TISSUE HOLDER
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REVISIONS BYP1JU 1' l, rl �J 1:1 CHDUL
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MARK FIXTURE MFG'R. CAT.' NO. DESCRIPTION
( 12"ROUGH-IN) WHITE-14" HIGH CLOSE -COUPLED CLOSET COMBINATION WITH
P- I WATERCLOSET BRIGGS 471 8 ELONGATED FRONT,ANTI-SYPHONBALLCOCK IN TANK,AND BOLT CAPS W/OPEN
FOR M SEAT (WHITE- CLSONITE SEAT No. 95,R1912DL S•VALVE.BRASSCRAFF CLOSET SUPPLY W1 I/2iS.A.S.
pp 'WATERCLOSE'T 4728 ( 12"ROUGH -IN) THE HANDICAPPED CONSERVER -WHITE 18"HIGH.,
f -2 : HANDICAP BRIGGS sEE P-I
WALL HUNG- 19"X17" BRIGG -WHITEMAN MODEL-6602-WHI•FE LEDGE- BACK LAV.
P- 3 LAVATORY 8 R I G G S 6 602 W H IT E 4"CENTER, FAUCETS SCEPTRE TT- 6220 FITTING W/CR. 1912.4 S,VALVE,BRASSCRA-FF
LAV. SUPPLYW/I/2"S.A.S, 11/4",IZGA.#704-FRAP-BUDGET.#242-0135 X 805-0190
CONCEALED WALL ,HANGER , TROP STD, WITH METAL STRAINER 'AND
P-4 SERVICE SINK, ELJER CLEANOUT- PLUG,-'- ENAMELED C.I. `N/RIM GUARD. FAUCET#749-0500.1/2"I•P.s.
�804 - 1060 C. F. TRA P•
,20ga. SINGLE TUB WALL HUN G 23°X 14" W/MARK-IY- FAUCETS ( UNION
SERVICE SINK SERV )
P-4-0 -A-SINK„ MODEL- L-I a'FITTINGS #47 LEDGE FAUCETS SWING SPOUT,
OWNER -OPTION
P-5 ELEC.WATER COOLER _ELKAY MODEL-EWA-14 WALL HUNG W/ BUDGET P-TRAP MODEL #700-11/4" 20ga'
"ENGER MISER" RUUDGLAS MASTER 30901. 120/240V.1 60HZ.- LOWB0Y-
P-6 ELEC.WATER HEATER RUUDGLA S MES'30-2 W/WARRANTY(10)YEARS , WATTS-## IOOXL. SELF CLOSING T a P. RELIEF VALVE.
WITH TREND:MODEL-# HP-2-24"D.AUX.WATER HTR. PAN UNDER UNIT.
FLOOR CLEANOUT JOSA M. NO. WITH BRONZE PLUG a TOP
P" 7
P- 6 HOSE B I BB WOOD FORD 24 G P W/VACUUM BREAKER - BACK FLOW PREVENTEFt
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POP OFF VALVES -
_ FIXTURE UNIT CALCULATION - Qy
I1. Please indicate number of ,fi:xtures proposed, by type- ,
2: Multiply by fixture unit (F.U.) Values
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3. Add Values to obtain Total Number of fixtures units.
WATER NUMBER FIXTURE FIXTURE Q
3/4" DRAIN HEAT E R TYP9 PROPOSED UNIT VALUE UNITS
(each)
P-6
k 1. Bathroom Group (water closet, lavatory, [�
bathtub or shower stall)
D 2 DEEP E M G. DRAIN PAN' Private Installation., X 6 Q
u TO OUT SIDE
( 16 ga. GALV. SH. MET.) 2. BathtubC (withaoration without gverhead X 8
OF BUILDING - w
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shower)
3/4 AU X. DRAIN 1� minimum' trap size X 2 (,
2" minimum trap size X 3 _
DETAIL Bidet X 3 W
W A T E R H E A T E R C P 6 ) A. Combination Sink and Tray X 3
5. Combination Sink and Tray with Food
n. disposal unit. X 4 = LiS 6. Dental unit or cuspidor X 1 ^ -
7. Dental lavatory X 1
! 8. Drinking Fountain I X 0.5
9. Dishwashing machine domestic X 2
1.0. Floor Drainage (*See Note # 1) X
11. Kitchen sink domes ti.c X 2
12- Kitchenssink, with food waste grinder X 3 _
0. Lavato4 (small P.O.) lk," Minimum Trap 2 X 1 -- 2 LLJ
14. Lavatory (large P.O.)1�" Minimum Trap X 2 -
15. Lavatory, barber's, beauty parlor X 2 -- U
0. Lavatory, Surgeon's X 2 -- --
1.7. Laundry tray (1 or 2 compartments) X 2 -
18. Shower stall, domestic X 2 =
L9. Showers, (group) per head X 3
10. Surgeon's Sinks X 3 Q a
•
21. Flushing rim sink (with value) X 8 -
22. Service (Trap standard) Sink X 3
13. Service Sink (P. Trap), I X 21 = 2
d4. Pot, Scullery, Mop, Sink etc. X 4 = '
Z15 Urinal,'pedastal, syphon jet, blowout X 8 -
- ,76 Urinal, wall lip X 4 - ❑AAWN
` '17. Urinal, stall, washout X 4 - VM.
28. Urinal Trough (ea 2 feet section) X 2 - cHEctccO
• 'G9. Washing Machine (residential) X 3 =
C. E. 8k S. D.
30. Washing Machine (commercial)*See Note #1 X - OATS
. '�l. Wash sank (circular or'multiple)each
t SCALE
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'2. Water Closet, Private Installation X 4 - -'SHOWN
AS
'13, Water Closet, Public Installation 2 X 6 -- 12
JOB NO.
;i 10- 88
TOTAL NUMBER OF UNITS
•-1.6�..5
SHEET
t , : ot•es
1. Fixture Drain or Trap Size Fixture Unit Value•
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TRAGNC� WJ'ER . 19 X E
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EL-:ECTR
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I S
D E S C R I P T 10 N O F LOAD
AMPS AT 120/208v 3
A
B
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GEN.LTGS (OFFICE) 25 x 50 x 3 x 1.25 : 208-
27
27
27
G N,LTG S (WAREHOUSE) 50x100x 2 x 1 25': 208
60
—
60
60
A/C 22 AMPS (d) 206V` 10
30
--
30
30
HEAT'.15K.W.(a 208V 3
30
30
30
2'-.5HP AIR COMP, aD'15AMPS EA. 3
30
30
30
—
4- 2 HP WHEEL BALANCER 7AMPS 30
28
28
28,
--
20-RECEPTS on 120 V EA
16
—
16
16
WAT.E R •HEATE,R. 13`AMPS :0b I20 V
13
—
13
DRINKING, FOUNTAIN 4.5A (a 120V
—
—
5
5
B A T H FA N S 2 C7a I A EA.
2
2
2
Sl''GN GI RCUIT',3.10A.120V
--
—
10
10
3.:.VENT'.TAN3 (@,:5A:EA 120V I
15
15
15
2 5 %" OF ,.L A R.G E'S T M T R. -
4
4
4
4
TOTA L
240
107
257
182
2-HAND DRYERS, c� 20A EA 120V OPTIONAL "
40,
—
40
40
TOTAL.
280
107
297
222
EQUIPMENT SCHEDULE
MARK
DESCRI PT10N
E- I
AIR COMPRESSORS (2-REWD)5
H.P 15{amp. EA. 30
E-2
SO DOUBLE SIDE TI RE RACK -NOT
SHOWN- LAYOUT -BY OTHERS
E-3
WHEEL BALANCER S ( 2-REQ`D- 2-FUTURE)
E-4
TI RE CHA LA G E R
E-5
WORKBENCH W/6 - AIR CONN.
E-6
Al R CONNECTIONS — VERIFY LOCATIONS W/ OWNER.
NOTE
THE ABOVE EQUI P'MENT' SHALL HAVE ELEC. POWER
TO EACH ITEM - HOOK - U P BY OTHE R S.
REVISIONS 8Y
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FEED
FEEDER
SYMBOL
DESCRIPTIONES
PNEL
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4W. SURFACE MTD. W/TR I M 225 amps M,LO.
120/,208/I( U p
BOTTOM
SEE RISER
CEIL lNG OUTLET ,
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W/ CIR. BRK 4 POL
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WALL ovTLE ' .
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120 / 208/ 3 4W. SURFACE MTD. W/TRIM 150 amps M.LQ.
FLUORESCENT;;, FIXTURE - 4 OR 8 . - SURFA CE M TD.
_
,.W/ CI R. BRK. 30'P0LE :
BOTTOM
SEE RISER
DUPLEX RECEPTACLE
®
250 I/OLT OUTLET - AMPS AS INDICATED
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TEL EPHONE OUTL ET
TEL EPHONE OUTL ET /N FLOOR
COMBINATION RECEPTACLE 15A I25V 8 /5A 250V
S
SINGLE POLE, SWITCH
S
THREE WAYSWITCH
SF
FAN SW/ TCH .
NOTE- MAIN DISCONNECT SWITCH B{ CIRCUIT BREAK
ER PANE
BOARDS
-
"A„a,,8,• SHALL BE "SQUARE'-V' or. EQUAL
SK
KEY OPERATED SWITCH
: S p
SWITCH WITH PILOT LIGHT
EY ,
DISCONNECT SWITCH
D
✓UNCTION BOX
®
MOTOR STARTER ,
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DUPL EX RECEP T -6 A 80 VE COON TER GR BA CKSPL A Sf
MOTOR '
FL UORESCEN T FIX TURF - 4 ' OR 8 ' - RECESSED
-Q
CLOCK OUTLET --
-�
TIME SWITCH
-QT
THERMOSTA T
K
ELECTR/CAL A 88RE VIA rIONS
WP
WEATHER PROOF
EWH
ELECTRIC WATER HEATER
EWC
EL ECTRIC WATER COOLER
NF
NON -FUSED
NEC
NATIONAL ELECTRICAL CODE
GFl
GROUND FAULT /NiERRUPTOR TYPE CKI' BKR
ML 0
MAIN L U6S ONL Y
CKT BKR
CIRCUIT BREAKER
GRN
GREEN
EDH
EL ECTRIC DUCT HEATER
GRD
GROUND
FOW
FLOOR DUCT WALKER - FLUSH MOUNTED
TTB
TELEPHONE TERMINAL BOARD
CU
COPPER
AL
ALUM/NUM
XMFR
TRANSFORMER
TEL
TEL EPHONE
SW -
SWITCH
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HEAT DETECTOR
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PHOTOCELL - WP
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- EXIT LIGHT
EMERGENCY LIGHT - DUAL HEAD
EMERGENCY LIGHT - SINGLE HEAD
DUPLEX FLOOR RECEPT, - FLUSH MOUNTED
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RECESSED
PENDENT
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