2516 GULF TO BAY BLVDf,
;'.> CITY OF CLEARWATER
MUNICIPAL SERVICES BUILDING, 100 SOUTH MYRTLE AVENUE
POST OFFICE BOX 4748, CLEARWATER, FLORIDA 33758 -4748
Telephone (727) 562 -4720 Fax (727) 562 -4735
Courtesy Notice
y�sr
Planning
Department CDC2008 -02045
GREEK ORTHODOX CHURCH OF THE H
409 OLD COACHMAN RD
CLEARWATER, FL 33765
RE: 2516 GULF TO BAY BLVD
Dear Property Owner:
The City of Clearwater Planning Department has done an inspection at the above address and has found
the property is in violation of the following City code:
Section of City Code violated: 3- 1204.L. Facts behind violation: *"DEAD, DECLINING, MISSING AND'
DISEASED PLANT MATERIAL" shall be replaced with healthy material of similar type in keeping with the
landscaping requirements at the time of original planting and in accordance with the approved landscape
plan.
Specifically, To be in Compliance with Section 3 -1204 you must replace the dead and
missing Daylilys, Indian Hawthorne, Person Juniper, Carissa Holly in the.landscaping bed
along Gulf to Bay. Replace dead and missing Sweet Viburnum in landscape buffer D.
Replace missing Ivy, Carissa Holly, Parson Juniper, and Daylilies in the North perimeter
landscapingbed. Replace dead and missing Illicium behind trash enclosure. Mulch any and
all landscaping beds on property according to Section 3 -1204 Part B.
No further action is required on your part if the violation is corrected by August 24, 2008.
Our goal is to achieve voluntary compliance through education, communication and cooperation. We
would appreciate your assistance in achieving this goal. If you have any questions concerning this matter,
or if you need any additional information, please do not hesitate to contac ity of Clearwater Planning
Department. /1 4 A 1 I nn
DATE MAILED: 7/24/2008
INSPECTOR: Matthew Anderson
INSPECTOR TELEPHONE: 562- 4567xt2504
Inspector Sign�jure
rAForms \CLW CourtesyLtrCDC. rpt
Planning
Department
CITY OF CLEARWATER
MUNICIPAL SERVICES BUILDING, 100 SOUTH MYRTLE AVENUE
POST OFFICE BOX 4748, CLEARWATER, FLORIDA 33758 -4748
Telephone (727) 562 -4720 Fax (727) 562 -4735
Compliance Notice
GREEK ORTHODOX CHURCH OF THE H
409 OLD COACHMAN RD
CLEARWATER, FL 33765
RE: 2516 GULF TO BAY BLVD
Dear Property Owner:
CDC2008 -02045
The City of Clearwater Planning Department has done a re- inspection at the above address and has
found the property is in compliance of the following City code:
Section of City Code violated: 3- 12041. Facts behind violation: * *DEAD, DECLINING, MISSING AND
DISEASED PLANT MATERIAL ** shall be replaced with healthy material of similar type in keeping with the
landscaping requirements at the time of original planting an �n accoidan i the approved landscape
plan. // //, '1 A
DATE MAILED: 9/8/2008
INSPECTOR: Matthew Anderson
INSPECTOR TELEPHONE: 562- 4567xt2504
Inspector 5�i jnature
r:\Forms\CDC—Compliance-Tree.rpt
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CIS OF CLEEAR ATE - PLANNING & DEVELOPME W SERVICES
TREE REMOVAL PERMIT
NAME OF OWNER Holy Trinity, Inc.
OWNER`S ADDRESS 409 Old Coachman Road, Clearwater, FL
PHONE i (NSA)
SITE ADDRESS 2516 Gulf to Bay Blvd.
LOCATION OF TREE(S) ON LOT See Site Plans
SPECIES AND NUMBER OF TREE(S %oak trees " to 2411
,, ." f 91I it o
TO APPUCANT: A non - refundable fee of $15.00 for up to five trees to
be removed, plus $3,00 for every tree above 5 to be
removed is required.
REASON FOR REMOVAL:
Construction
`permit #
See "A" below
El Hazardous
• Declining
• Dead
• Other (Specify)
Fee Recd. $
Receipt # —
Via) CONSTRUCTION Date
1. For new construction, additions or other modifications of a property which involve the removal of a protected tree(s),
a site plan is required. This site plan must have a minimum scale of 1 " =20' for single family lots, or 1 " =50' for all others. The
site plan must include:
a. Major Changes of Grade f. Proposed Number of Parking Spaces j. All Protected Trees Including:
b. Structure Locations g. Proposed Underground Utilities (i.) Diameter of 4.5' above grade (DBH)
c, Driveways and Walks h. Zoning Setbacks (ii.) Surveyed Location
d. Parking Arrangement L All easements and Rights -of -Way (iii.) Species
e. Required Number of Parking Spaces (iv.) Diseasedt Infested Trees
k. Tree Barricadd 6.1e I FE= #wn nn
2. Protective barriers are required around all trees remaining on site during construction. Thes
intact during construction. The barriers must meet City Specifications.
B) -REPLACEMENTS- NOV � � 2Qd2
1.. Tree replacement minimum standards: 12' overall height, 4" caliper,- Florida Grade #1. See i tors note e ow to
determine the number of replacement trees required. Replacements required within 30 days.
Z
O
li
s
W
I hereby certify that as property owner or as representative of the property owner, I have verifi pfd �s)oUht c DEPT
to be removed is wholly on property owned by the above - identified property owner, and sh r . iii
the tree(s) are located wholly or partially on property owned by some other person, then, I agree to hold the City of
Clearwater harmless in any claim made for wrongful removal of such tree(s). I hereby certify that this application together
with any plans submitted is a true representation of all facts concerning the proposed removal of the tree(s). Any deviation
from the permit i d shall render it null and void and be considered a violation of the Community Development Code.
en r I ) Rachel Davidson
Signature of ownel16r applicant Printed Name
Address
933 Lee Road
Orlando, FL 32810
City State Zip
Interplan, LLC
Agency Representing OCL #
(407) 645 -5008 (407) 629 -9124
Phone Fax
DO NOT WRITE BELOW THIS LINE - Not Valid Until Signed By City Manager or his Designated Agent _
Comm
Applicable Code Section:
Based on the Inspector's comments and information submitted, the above removal application is:
fJ
G Approved as Submitted proved- Modified as Noted Above Q Denied
Signed: —� Date: V
Comrnuni-h Develop ent Coordinator or Designee /Inspector Valid for six months from the date of issuance.
.A> nnrn r-r- inn -,�t., oi,..,,.�..r. v, n:.,.,.i......,,....+ c,....:,,.,. v,.u..,., n....r......+ r) n rn
GENERALNOTES
UTILITY NOTES
RESTAU R*T/ LU
1. SITE ADDRESS: 2516 GULF TO BAY BOULEVARD, CLEARWATER, FLORIDA 33765.
A, GENERAL
SF
1® ALL WATER SEWER CONSTRUCTION SHALL CONFORM TO THE t�._
.:
2. THE SITE IS NOT I A FLOOD PRONE « IS ZONE Y, AN AREA OF
E N D INSURANCE PANEL a. 125096
STANDARDS AND SPECIFICATIONS OF CITY OF CLEARWATER < PUBLIC C' WORKS,
SUBJECT T THEIR INSPECTION D ACE E.
F
MINIMAL FLOODING ,
I
1
0917 D, CITY OF CLEARWATER, FLORIDA.
DETENTION POND' SYSTEM. 1
1. E a E s LINES-CROSS WITH ss 1° F
2. THE LOCATIONS OF EXISTING UTILITIES - SUCH AS WATER MAINS,
15. THE CONTRACTOR SHALL RESTORE OFF-SITE AREAS TO A CONDITION
. THE SITE SHALL BE CLEARED AS MAY BE NOTED ON PLAN, OF ALL
SEWERS, GAS LINES, ETC., AS SHOWN ON THE PITS HAVE BEEN
WATER/ CLEARWATER IC WORKS ADMINISTRATION
OBSTRUCTIONS AND DELETERIOUS MATERIAL SUCH AS FENCES, WALLS,
DETERMINED FROM THE BEST AVAILABLE INFORMATION AND IS GIVEN FOR
A PORTION OF 2, D E S, ACCORDING T T THEREOF
FOUNDATIONS, LOGS, SHRUBS, BRUSH, WEEDS,` OTHER VEGETATION, AND
ACCUMULATION OF RUBBISH OF VYHATEVER ;NATURE. THIS MATERIAL.. SHALE. BE
THE CONVENIENCE OF THE CONTRACTOR. THE ENGINEER AND OWNER DO
AND SEWER, A MAIN SHALL BE CONSTRUCTED OF DUCTILE IRON PIE
SATISFACTORILY DISPOSED OF OFF -SITE.
NOT, HOWEVER, ASSUME RESPONSIBILITY FOR THE ACCURACY OF THE
16. ALL DISTURBED SHALL BE SODDED. INCLUDING THOSE AREAS
WITH PRESSURE TIGHT JOINTS.
LOCATIONS SHOWN.
727- 562 -4773
4. BOUNDARY, TOPOGRAPHIC, AND TREE SURVEY ACCURIGHT SURVEYS OF
1 WHERE APPLICABLE, UTILITY HES CROSSING PAVEM
EINNIN AT THE SOUTHWEST CORNER OF SAID LOT 2, RUN THENCE
ORLANDO, INC., 2012 E. ROBINSON , ORLANDO, FLORIDA 32893, DATED
3. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO CONTACT ALL
5 LL BE BACK FILLED COMPACTED U IN
SEPTEMBER 2002. TEL NO. (497) 894 -6314.
UTILITY COMPANIES 48 HOURS PRIOR TO COMMENCEMENT OF
VAULTS, R STRUCTURES, THE CONTRACTOR SHALL MODIFY E
,
CONSTRUCTION - FOR FIELD-LOCATION OF THEIR RESPECTIVE FACILITIES
R « P.E.
5. BENCHMARK - REFER TO BOUNDARY, TOPOGRAPHIC AND TREE SURVEY
RIO TO ANY WORK. CONTACT DIG SAFE FOR LOCATION F EXISTING
A I CE OF 230.16 TO POINT SOUTH ND NE
ACCURIGHT SURVEYS, DATED SEPTEMBER,6, 2602. SEE NOTE 4 ABOVE.
UTILITIES PRIOR START OF CONSTRUCTION.
14. CONTRACTOR SHALL PROVIDE SLEEVES FOR IRRIGATION LINES UNDE
OF SAID LOT 2 AND THE NORTH RIGHT-OF-WAY LINE OF GULF TO BAY
{
. LEGAL DESCRIPTION SHOWN HEREON IS FURNISHED BY SURVEYOR, AND IS
4. DUE T PHI LIMITATIONS F E DRAWING - A
:
INCLUDED FOR PERMITTING D APPROVAL PURPOSES, AND AS A COURTESY FOR
SEWER S, SERVICES, LATERALS, CONNECTIONS,
i
THE CONTRACTOR. INTERPLAN PRACTICE, L . ASSUMES NO LIABILITY FOR ITS
APPURTENANCES DEPICTED HEREIN - UNLESS E E
Y
ACCURACY OR COMPLETENESS.
DIMENSIONS REFLECT SCHEMATIC LOCATIONS ONLY. THE CONTRACTOR
CERTIFICATIONS PAY BE IN
7. THE LOCATION OF EXISTING UTILITIES, SUCH AS WATER INS, SEWERS,
HALL BE RESPONSIBLE FOR E FINAL LOCATIONS IN ACTUAL
CONSTRUCTION INSTALLATION F THE PROPOSED IMPROVEMENTS,
MR. RICHARD AT -
800-836 -0797 - X2045
S LINES, C.® SHOWN 0 E NS DETERMINED 0
INCLUDING REQUISITE CO R I ON I RESPECTIVE
CONTAINS 47,891 SQUARE FEET OR 1.0994 ACRES MORE OR
E AVAILABLE INFORMATION D E' FOR THE CONVENIENCE OF E
VI E
MATERIALS WATERS
CONTRACTOR. E ENGINEER OW ASSUME NO I FOR S
.
MANNER, TO ENGINEER D LANDLORD, INCLUDING, WITHOUT ON:
ACCURACY COMPLETENESS. IS' THE CONTRACTOR'S RESPONSIBILITY T
CONTACT ALL UTILITY COMPANIES 48 HOURS PRIOR TO COMMENCEMENT OF
5. THE CONTRACTOR SHALL IMMEDIATELY 0 INEE F ANY
R « FL
CONSTRUCTION I FACILITIES LOCATED IN THE FIELD PRIOR TO
DISCREPANCIES FOUND E E PLANS AND FIELD CONDITIONS PRIOR
FOR INGRESS, EGRESS T COACH 0 E
ANY WORK.
TO START OF CONSTRUCTION.
L3
, SITE GEOTECHNICAL INVESTIGATION W E FORE Y UNITED CONSULTING.
6. THE CONTRACTOR SHALL COORDINATE q K WITHIN THE EXISTING
c, PRESSURE TESTING AND BACTERIAL TESTING RESULTS, AS
ENGINEER ASSUMES NO RESPONSIBILITY FOR CORRECTNESS,
GULF TO BAY BLVD. (STATE ROAD 6 FLORIDA P T OF.
ACCURACY COMPLETENESS OF THEIR WORK. THE CONTRACTOR SHALL
TRANSPORTATION
OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA.
OBTAIN A COPY OF THE GEOTECHNICAL ENGINEER'S REPORT FOR THIS SITE AND
COLLECTIONITRASMISSION SYSTEMS.
S1
COMPLY WITH ECOMMENDATIO S CONTAINED EI . IF ADDITIONAL
7. CONTRACTOR SHALL INSPECT PIPING AND MATERIALS BEFORE
SERVICES ARE REQUIRED, THE CONTRACTOR SHALL MAKE A REQUEST TO THE
OWNER OR CONSTRUCTION RES
INSTALLATION DEFECTS. ARK DEFECTIVE R
PAINT AND PROMPTLY REMOVE FROM S.
CLEARWATER, FL 33765
. CONTRACTOR PROVIDE AND INSTALL EROSION CONTROL DEVICES
Y SEWER PIPING BEGINNING AT LOW POINT OF SYSTEM
CONTACTS
(SILT FENCE OR OTHER METHODS) AT LIMITS OF CONSTRUCTION AND AROUND
(CONNECTION TO OFF SITE SYSTEM OR PUMP STATION), TRUE TO GRADES
ACCORDANCE WITH SPECIFICATIONS IN AWWA C800. CURB STOPS SHALL
EACH STORM INLET PRIOR TO CONSTRUCTION, AND SHALL MAINTAIN
EROSION CONTROL DEVICES DURING CONSTRUCTION, I CONFORMANCE
p ALIGNMENT INDICATED UNBROKEN CONTINUITY OF I "
DEPARTMENT OF TRANSPORTATION.
'TIT CURE LOC , COU A RI I
CE BELL DS GROOVE ENDS F PIPING FACING U ,
21. PARKING SHALL CONFORM WITH LOCAL CODE.
PROVIDED (5) BUSINESS DAYS NOTICE F INTENT TO CONNECT T
r
10. DUE TO GRAPHIC LIMITATIONS OF THE DRAWING SCALE, ALL STORM SEWER,
FORCE MAIN.
DRAINAGE, WATER AND SANITARY SEWER NS, SERVICES, LATERALS,
128 CLEVELAND STREET, C 5033
2. HANDICAP PAVEMENT KINGS AND SIG GE SHALL CONFORM WITH ADA
CONNECTIONS, AND APPURTENANCES DEPICTED HER - UNLESS OTHERWISE
9. CLEAR INTERIOR OF PIPE OF DIRT AND OTHER SUPERFLUOUS
CLEARWATER, FL 33755
LOCATED BY DIMENSIONS - REFLECT SCHEMATIC LOCATIONS ONLY. THE
MATERIAL AS WORK PROGRESSES. MAINTAIN SWAB OR DRAG IN UNE
(727- 799 -4605
CONTRACTOR SHALL BE RESPONSIBLE FOR THE FINAL LOCATIONS I ACTUAL
AND PULL PAST EACH JOINT IS COMPLETED. PLACE PLUGS IN ENDS
CONSTRUCTION INSTALLATION OF THE PROPOSED IMPROVEMENTS,
OF UNCOMPLETED CONDUIT N WORK STOPS,
23. LANDSCAPE SHALL BE TRIMMED TO ENUR SIGHT VISIBILITY F TRAFFIC
INCLUDING REQUISITE RDI O WITH THE RESPECTIVE GOVERNING
AGENCY/UTILITY PROVIDER.
10, MAINTAIN 36" (MINIMUM) COVER OVER MAINS, A 36* (MI OVER
CHICK- L -A
SERVICES T 1
U (4 BOLT PATTERN ON A DUCTILE IRON DDLE BODY. , FOR PVC
j )c
U)
DISCREPANCIES
FOUND BETWEEN THE'PLANS PRIOR TO
.,
START
CONSTRUCTION. x CHLORIDE WARID > AROUND
PIPE
t - R WORK WITHIN THE EXISTING GULF FORMING ONE COMPLETE PIRA P • JOINT
TO BAY BLVD. (STATE ROAD 60) WITH FLORIDA DEPARTMENT OF TRANSPORTATION.
BE CONTINUOUS WITH SPLICES MADE ONLY BY METHODS APPROVED BY
RESTAU R*T/ LU
1
VICINITY MAP
_ THE ENGINEER. THIS WIRE IS TO BE SECURED TO ALL VALVES, TEES, AND
SF
( 1.0994
13. SCS SOM E: ASTATULA FINE SAND, -
ELBOWS. SEE ARTICLE 41,02(B)(2) PART V TECHNICAL SPECIFICATIONS,
28,942
F
14. OR WATER MANAGEMENT IS P O S %
CI F G ATE CONTRACT SPECIFICATIONS STANDARDS, D
1
UTILITY CONTACTS
DETENTION POND' SYSTEM. 1
1. E a E s LINES-CROSS WITH ss 1° F
SIDE
15. THE CONTRACTOR SHALL RESTORE OFF-SITE AREAS TO A CONDITION
VERTICAL SEPARATION, THE WATER PIPE SHALL BE DUCTILE IRON PIPE FOR
A DISTANCE OF 1 EITHER SIDE OF CROSSING. E
CEL I:
WATER/ CLEARWATER IC WORKS ADMINISTRATION
EQUAL TO OR R A E CONDITION EXISTING PRIOR T
SEPARATION OF AT LEAST 10' CANNOT BE MAINTAINED BETWEEN WA
A PORTION OF 2, D E S, ACCORDING T T THEREOF
S yE 100 SOUTH AVENUE
CLEARWATER, FL 33756
.
AND SEWER, A MAIN SHALL BE CONSTRUCTED OF DUCTILE IRON PIE
RECORDED IN PLAT BOOK 92, PAGE 39, PUBLIC RECORDS OF PINELLAS
MR. STEPHEN DOHERTY
16. ALL DISTURBED SHALL BE SODDED. INCLUDING THOSE AREAS
WITH PRESSURE TIGHT JOINTS.
COUNTY, FLORIDA, BEING MORE PARTICULARLY ESCRI E FOLLOWS:
727- 562 -4773
WITHIN FDOT RIG OF WAY.
1 WHERE APPLICABLE, UTILITY HES CROSSING PAVEM
EINNIN AT THE SOUTHWEST CORNER OF SAID LOT 2, RUN THENCE
STORM CITY OF CLEARWATER PUBLIC WORKS ADMINISTRATION
1 E O ON TIO ,UR EXI G MANHOLES, INLETS,
5 LL BE BACK FILLED COMPACTED U IN
N01018'30*E ALONG THE WEST BOUNDARYIUNE OF SAID LOT 2, A DISTANCE
®
100 SOUTH MYRTLE AVENUE
CLEARWATER, FL 33756
VAULTS, R STRUCTURES, THE CONTRACTOR SHALL MODIFY E
ACCORDANCE WITH AA.S.H.T.O.-T-99.
OF 230.40 a THENCE 9`36 54 E, 208.00 N SO1 *1 30 ,
R « P.E.
STRUCTURES, FRAMES, D G O M E PROPOSED GRADES UNLESS
G5
A I CE OF 230.16 TO POINT SOUTH ND NE
727 -56- 7 48
OTHERWISE DIRECTED.
14. CONTRACTOR SHALL PROVIDE SLEEVES FOR IRRIGATION LINES UNDE
OF SAID LOT 2 AND THE NORTH RIGHT-OF-WAY LINE OF GULF TO BAY
(NEST }
PAVEMENT. COORDINATE WITH GEE CONTRACTOR.
BOULEVARD (STATE . 60); THENCE N89*40'55V ALONG SAJD SOUTH
SOUTHWEST FLORIDA A R MANAGEMENT DISTRICT ( )
18. THE CONTRACTOR SHALL NOTIFY THE ENGINEER WHEN N U aN OF
PROPOSED
BOUNDARY LINE AND SAID NORTH RIGHT-OF-WAY LINE, A DISTANCE OF
7691 HIGHWAY 3001 NORTH
MATER, WASTEWATER AND STORM WATER SY -6 IS COMPLETE SO THAT TIMELY
15. THE CONTRACTOR SHALL NOTIFY THE ENGINEER WHEN CONSTRUCTION
203.00 FEET TO THE POINT OF BEGINNING.
TAMPA, FL 33637
CERTIFICATIONS PAY BE IN
IS COMPLETE WATER, WASTEWATER IATER SYSTEMS SO
18.3
MR. RICHARD AT -
800-836 -0797 - X2045
19. AT LEAST `30 DAYS PRIOR TO ANTICIPATED COMPLETION OF SITE
TIMELY MAY Y E INITIATED.
CONTAINS 47,891 SQUARE FEET OR 1.0994 ACRES MORE OR
= 65 SAG
CONSTRUCTION, THE FINAL CERTIFICATION PROCESS WILL BEGIN. THE
CONTRACTOR SHALL PROVIDE DOCUMENTS AND INFORMATION, IN A TIMELY
MATERIALS WATERS
PARCEL II:
GAS CITY D W STREET UTILITIES
.2551 DREW STREET SUITE 304
MANNER, TO ENGINEER D LANDLORD, INCLUDING, WITHOUT ON:
89
R « FL
o. SURVEYED ` - UIL r F S D VAT S.
1. SERVICE PIPE SHALL E 2" « � COPPER (Ai' A C-901).
FOR INGRESS, EGRESS T COACH 0 E
M R. T IJ WATSON
b. COMPACTION AND DENSITY TEST REPORTS, AND
L3
IN DEED IN O.R. BOOK 1450, PAGE 150, AND AS RATIFIED AND CONFIRMED
727- 563 -4909
c, PRESSURE TESTING AND BACTERIAL TESTING RESULTS, AS
2. DUCTILE IRON PIPE (D.LP.), IF REQUIRED, SHALL CONFORM TO
BY GRANT OF EASEMENT RECORDED IN O.R. BOOK 6048, PAGE 2043, ALL
REQUIRED, FOR MATER DISTRIBUTION AND /OR WASTEWATER
SI/ 1. 1/C151, CLASS 50 (MIN) PIPE FOR ALL SIZES.
OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA.
ELECTRIC FLORIDA POWER CORPORATION
COLLECTIONITRASMISSION SYSTEMS.
S1
? ° (CRM-ACCESS ( -ACCESS PARKING AR
2166 PALMETTO STREET
CLEARWATER, FL 33765
20. ALL TRAFFIC CONTROL D C , EQUIPMENT AND INSTALLATION SHALL
3. CORPORATION STOPS S EQUIPPED WITH
CONNECTIONS COMPATIBLE I SERVICE PIPE AND THREADED IN
CONTACTS
MR. JOEL GOOD
727 - 562 -3909
MEET THE REQUIREMENTS OF THE LOCAL JURISDICTION AND/OR FLORIDA
ACCORDANCE WITH SPECIFICATIONS IN AWWA C800. CURB STOPS SHALL
>
DEPARTMENT OF TRANSPORTATION.
BE SIZED TO MATCH THE METER SIZE AND CONFORM WITH AWWA 0800
OSVNFR
21. PARKING SHALL CONFORM WITH LOCAL CODE.
AND AWWA C 01.
.HOLY IN G ORTHODOX CHURCH
HONE ION
499 OLD CH D.
128 CLEVELAND STREET, C 5033
2. HANDICAP PAVEMENT KINGS AND SIG GE SHALL CONFORM WITH ADA
4. FITTINGS SHALL BE BRASS, CAST AND MACHINED IN ACCORDANCE WITH
CLEARWATER, FL
CLEARWATER, FL 33755
REQUIREMENTS LOCAL ORDINANCE. ;
V A C800 AND AWWA C901, WITH COMPATIBLE PIPE CONNECTIONS.
(727- 799 -4605
MR. MIKE CLARK
727 -562 -1132
23. LANDSCAPE SHALL BE TRIMMED TO ENUR SIGHT VISIBILITY F TRAFFIC
5. SERVICE SADDLES SHALL BE USED FOR ALL SERVICE LINE TAPS.
CONTROL DEVICES.
SERVICE D S SHALL BE DOUBLE STRAP, ANCHORED BY A MINIMUM
CHICK- L -A
U (4 BOLT PATTERN ON A DUCTILE IRON DDLE BODY. , FOR PVC
5200 BUFFINGTON
24. AM PAVEMENT IS DIMENSIONED TO FACE OF CURB.
PIPE, DOUBLE STRAPS SHALL BE CORROSION RESISTANT ALLOY STEEL,
ATLANTA, GEORGIA 3 3
BUILDING I SONS D TOO SIDE FACE. S
SIZED C TO THE PIPE I DIAMETER. SEALING 5
PHONE 404 765 -890 0
ARC NS.
E U -N RUBBER.
725.
FAX (4 5 -8939
EMAIL: G H ON CHICK L
L S EXISTING 16,937 SQUARE FOOT STORY
MASONRY BUILDING WHICH E DEMOLISHED RECENTLY
26. CONSTRUCTION DEBRIS K ON- S E LIMITED T 1«
C TL S E
INCLU IN I FUN A TI F TI GS$ SI ALK ALL .
HEIGHT.
1. SEWER PIPE F NGS SHALL ENON-PRESSURE
I P LLC.
ASSOCIATED UTILITIES.
POLYVINYL CHLORIDE PIPE (PVC) CONFORMING T 3034, SD ,
933 LEE ROAD 120
ORLANDO, 5281
WITH PUSH-ON RUBBER GASKET JOINTS.
KENNETH M. McCOIG, P.E.
MAJORITY OFT EXISTING ASPHALT PAVEMENT CONCRETE
FL RE. NO. 29163
CURBING WILL BE REMOVED INCLUDING THOSE AT THE DRIVEWAY
2. ALL FITTINGS AND ACCESSORIES SHALL BE MANUFACTURED OR
ATTN: RICK Aff
EASEMENT OUTSIDE OF THE CHICK-FIL-A LEASE LINE. (REFER T
SUPPLIED BY THE PIPE MANUFACTURER OR PRIOR-APPROVED EQUAL.
PHONE (4 7) 645- 5908
LITI H Na. 1 F RE INFORMATION).
FAX 7 629 °91 4
,
3. BEDDING INITIAL BACK LL OVER S NS D SERVICES
EMAIL' OR C0
AFTER EXISTING PAVEMENT REMOVAL, A NEW 4,290 SQUARE FOOT
SHALL BE SAND WITH NO ROCK GE I' IN DIAMETER.
I -FIL- SERIES 03-146, 1 TS, E R PROTOTYPE
I P LLC.
993RO SUITE 129
RESTAURANT BUILDING (WI DRI -T U) A ASSOCIATE SITE
8 ® 2
K WILL CONSTRUCTED.
.
DAVID YCE, AIA
FL REG. NO. -11595
HONE Aff
P�14077 645-5008
EXISTING T PAVEMENT REMAIN ILL RECEIVE ONE 1 T
FAX (L40 9 -912P
() IN TIC ALT OVERLAY.
T O OM
ii ' ' I
i
v:3
I
ITING USE PARKING LOT WITH
DEMOLISHED
RESTAU R*T/ LU
1
VICINITY MAP
47,891
SF
( 1.0994
c)
).rff_ ., ,
28,942
F
60.4
1
( i_ _ -I__ .. -_, ...
14,659
SF
30.6lI
SIDE
4,290
SF
9,
C
. Ei LE ll1.i
120,521
100
.
;F __i
33,232
SF
69.4
%
7;
14p659
SF
3
%:V
SF
18.3
%
10
7
_
SITE/
i
v:3
I
ITING USE PARKING LOT WITH
DEMOLISHED
RESTAU R*T/ LU
1
SEATING 146'SEATS
1
FONT (GU T Y L «}
5
755
SIDE
�
C
�EAST)
SIDE EST}
. Ei LE ll1.i
120,521
97 FT
.
REAR (NORTH)
20
PROPOSED PAVEMENT AREA
94,225
C
7;
MOM
PROPOSED GREEN AREA
22,006
SF
18.3
%
25 FT
PROPOSED BUILDING AREA
4,290
SF
3,5
%
G5
SIDE
0,
.
(NEST }
6 ( in
PROPOSED
PROPOSED PERVIOUS ,• k..
006
SF
18.3
%
= 65 SAG
r, r.
•
EXISTING IMPERVIOUS .•
iJ. 6J
89
MKINLMM
° REGULAR
EXISTING PERVIOUS R12.919
SF
10
L3
HANDI" AP
i
v:3
I
ITING USE PARKING LOT WITH
DEMOLISHED
RESTAU R*T/ LU
1
SEATING 146'SEATS
1
FONT (GU T Y L «}
5
755
SIDE
�
C
�EAST)
SIDE EST}
10
FT
97 FT
REAR (NORTH)
20
Fr
52 FT
C
JANITaLa=
MOM
Eemm
C4
MONT (GULF TO Y BLVD.)
1
25 FT
SIDE }
G5
SIDE
(NEST }
6 ( in
C
s1
Fifteen (15) Spaces per 1,000 sf of Grass
Floor Area = (4, 9 /1, 00)15
= 65 SAG
L1
MKINLMM
° REGULAR
SPACES
L3
HANDI" AP
3 SPACES
S1
? ° (CRM-ACCESS ( -ACCESS PARKING AR
REGULAR
20 SPACES_j
S
>
67 SPACES I
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/
/
< /
|
|
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]
;
10" Oak to Remair
Tree Barricade
root prun-�-
c prior to excavation and barricaded. The remaining trees to be preserved on
E/P
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