FLD2008-08024 (2)430 S GULFVIEW BLVD
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7
CITY OF CLEARWATER
POST OFFICE Box 4748, CLEARWATER, FLORIDA 3375 8-4748
MUNICIPAL SERVICES BUILDING, 100 SOUTH MYRTLE AVENUE, CLEARWATER, FLORIDA 33756
TELEPHONE (727) 562 -4567 FAx (727) 562 -4865
PLANNING DEPARTMENT
October 24, 2008
E.D. Armstrong III, Esquire
Johnson, Pope, Bokor, Ruppel & Burns, LLP
P.O. Box 1368
Clearwater, FL 33757 -1368
RE: Development Order - Cases FLD2008 -08024 /TDR2005 -05022
430 South Gulfview Boulevard
Dear Mr. Armstrong:
This letter constitutes a Development Order pursuant to Section 4- 206.D.6 of the Community
Development Code. On October 21, 2008, the Community Development Board reviewed your request
for (1) Termination of Status of Nonconformity for density (217 overnight accommodation units (as
established by Cases FLD2005- 01005, FLD2005 -05047 and FLD2007- 11034); where 93 overnight
accommodation units are permitted today), under the provisions of Section 6 -109; (2) Flexible Development
approval to permit a 230 -room overnight accommodation use (hotel) in the Tourist (T) District with a lot
area of 81,450 square feet/1.87 acres zoned Tourist District (2.45 total acres; 0.58 acres of total acreage
zoned Open Space/Recreation District), a lot width of 236 feet, a front (east) setback of 2.5 feet (to building)
and zero feet (to pavement), a side (north) setback of zero feet (to.building) from the Coastal Construction
Control Line (CCCL) and to permit a sidewalk 10 feet seaward of the CCCL, a side (south) setback of 16
feet (to building), 1.5 feet (to pavement) and zero feet (to privacy wall), a rear (west) setback of two feet (to
building) from the CCCL and to permit concrete patios 13 feet seaward of the CCCL, a building height of
150 feet above Base Flood Elevation (BFE) to top of roof deck and 296 valet -only parking spaces at 1.286
parking spaces per hotel room, as a Comprehensive Infill Redevelopment Project, under the provisions of
Section 2- 803.C, and three driveways where the two northernmost driveways are spaced 110 feet apart and
the two southernmost driveways are spaced 18 feet apart, where 125 feet is required by Section 3 -102 and
approval of a two -year development order; and (3) including the Transfer of Development Rights of eight
total dwelling units (being converted to 13 overnight accommodation units) previously approved and
transferred under TDR2005- 05022, including four dwelling units from 557 and 579 Cyprus Avenue, one
dwelling unit from 625 -627 Bay Esplanade and three dwelling units from 667 Bay Esplanade, under the
provisions of Section 4 -1402.
The Community Development Board (CDB) APPROVED the application with the following Findings of
Fact, Conclusions of Law and Conditions of Approval:
FindinEs of Fact:
1. The 2.45 total acres (1.87 acres zoned Tourist District; 0.58 acres zoned Open Space /Recreation
District) is located on the west side of South Gulfview Boulevard approximately 500 feet northwest
of Hamden Drive and directly south of Clearwater Beach;
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October 24, 2008
Armstrong — Page 2
2. On April 19, 2005, the Community Development Board (CDB) approved with 10 conditions Case
Nos. FLD2005- 01005 /SGN2005 -01016 for the (1) Termination of Status of Nonconformity for
density to allow the continuation of an existing 217 - room/unit hotel (where 74 rooms /units were
permitted at that time) and for height to allow the existing 155 -foot high building (where a maximum
height of 150 feet is permitted today); (2) Flexible Development approval to permit a 217 - room/unit
overnight accommodation use with reductions to setbacks, an increase to building height to 155 feet
(to existing roof deck) and a reduction to required parking from 217 to 201 spaces (existing) as a
Comprehensive Infill Redevelopment Project; (3) Reduction to the required interior landscape area,
as a Comprehensive Landscape Program; and (4) Comprehensive Sign Program approval (SGN2005-
01016);
3. On August 16, 2005, the CDB approved with 18 conditions Case Nos. FLD2005-05047/TDR2005-
05022 for the (1) Termination of Status of Nonconformity for density (217 overnight accommodation
units existing to be converted to 104 dwelling units; where 56 dwelling units wee permitted at that
time); (2) Flexible Development approval to permit a mixed use of 112 attached dwelling units and
78 overnight accommodation rooms /units with reductions to setbacks, increases to building height to
100 feet for the overnight accommodation building tower and to 150 feet for the residential tower (to
roof deck), a reduction to driveway spacing from 125 feet to 90 feet and a deviation to allow direct
access to a arterial street, as a Comprehensive Infill Redevelopment Project; and (3) Transfer of
Development Rights (TDR2005- 05022) of four dwelling units from 557 and 579 Cyprus Avenue, one
dwelling unit from 625 -627 Bay Esplanade and three dwelling units from 667 Bay Esplanade;
4. On January 15, 2008, the CDB approved with 15 conditions Case Nos. FLD2007- 11034 /TDR2005-
05022 for the (1) Termination of Status of Nonconformity for density (217 overnight accommodation
units; where 93 overnight accommodation units are permitted today); (2) Flexible Development
approval to permit 230 overnight accommodation units with reductions to setbacks, an increase to
hiiildinn lheioht tn 1Q0 feet (to roof derlrl anti to 150 feat (tn rnnf deAlrl fnr txzrn nnrtinnc of the
building, a deviation to allow direct access to an arterial street and to allow a two -year time frame to
submit for a building permit, as a Comprehensive Infill Redevelopment Project; and (3) Transfer of
Development Rights of eight total dwelling units (being converted to 13 overnight accommodation
units) previously approved and transferred under TDR2005- 05022, including four dwelling units
from 557 and 579 Cyprus Avenue, one dwelling unit from 625 -627 Bay Esplanade and three
dwelling units from 667 Bay Esplanade;
5. The hotel was not reopened and was demolished on October 8, 2005, under BCP2005- 09027;
6. The property is currently being used as a temporary parking lot as approved by the City;
7. The nonconforming status of the prior hotel density has been determined to still be valid, even
though the hotel was demolished, due to the status of the approval of Case Nos. FLD2007-
11034/TDR2005- 05022;
8. The proposal is to construct a new hotel building on the property consisting of 230 overnight
accommodation units;
9. The development proposal includes a request for Termination of Status of Nonconformity for density
(217 overnight accommodation units; where 93 overnight accommodation units are permitted today);
10. Eight dwelling units were previously transferred to this site under TDR2005 -05022 and are being
converted to 13 overnight accommodation units for this project;
11. The proposal includes five floors of parking for a total of 296.parking spaces at a ratio of 1.286
spaces per hotel room (where one space per room is required). Further stacking of vehicles in drive
aisles when necessary due to full occupancy and banquets can result in 352 parking spaces;
12. The proposal includes the following setbacks: a front (east) setback of 2.5 feet (to building) and zero
feet (to pavement), a side (north) setback of zero feet (to building) from the Coastal Construction
October 24, 2008
Armstrong — Page 3
Control Line (CCCL) and to permit a sidewalk 10 feet seaward of the CCCL, a side (south) setback of
16 feet (to building), 1.5 feet (to pavement) and zero feet (to privacy wall), a rear (west) setback of two
feet (to building) from the CCCL and to permit concrete patios 13 feet seaward of the CCCL;
13. The proposal includes a building height of 150 feet (to highest roof deck);
14. That portion of the building taller than 100 feet is separated from the 440 West condominium tower
to the south by approximately 107 feet, which is in compliance with the Beach by Design
requirement to have a minimum spacing of 100 feet between towers exceeding 100 feet in height;
15. The proposal includes a request for deviation to Beach by Design guidelines which require the
floorplate of any building exceeding 45 feet in height be limited to a maximum of 25,000 square feet
between 45 — 100 feet and a maximum of 10,000 square feet between 100 — 150 feet, as the largest
floorplate between 45 — 100 feet is approximately 13,879 square feet and between 100 — 150 feet is
approximately 12,837 square feet, but the guideline allows deviations to . these floorplate
requirements provided the mass and scale of the design creates a tiered effect and complies with the
maximum building envelop allowance above 45 feet;
16. Beach by Design guidelines requires for buildings with a footprint of greater than 5,000 square feet,
where the proposal is approximately 38,000 square feet, to be constructed so that no more than two
of the three building dimensions in the vertical or horizontal planes are equal in length. The project's
overall horizontal plane dimensions are approximately 212 feet along South Gulfview Boulevard and
300 feet along the north side, while the vertical plane is approximately 160 feet from grade to the top
of the tallest roof. None of these dimensions are equal;
17. Beach by Design guidelines requires no plane or elevation to continue uninterrupted for greater than
100 feet without an offset of more than five feet. The tower portion of the building is crescent
shaped, creating a continuously curving fagade and therefore, no plane is continuous for more than
30 feet. The waterside of the tower fagade is also modulated through the depth and framing methods
of the balconies;
18. Beach by Design guidelines requires at least 60 percent of any elevation to be covered with windows
or architectural decoration. The applicant has calculated that the north elevation is at 68 percent, the
east elevation at 61 percent, the south elevation at 62 percent and the west elevation at 70 percent;
and
19. There are no outstanding Code Enforcement issues associated with the subject property.
Conclusions of Law:
1. That the development proposal is consistent with the Standards as per Tables 2 -801.1 and 2 -803 of
the Community Development Code;
2. That the development proposal is consistent with the Flexibility criteria as per Section 2 -803.0 of the
Community Development Code;
3. That the development proposal is consistent with the General Standards for Level Two Approvals as
per Section 3 -913 of the Community Development Code; and
4. That the development proposal is consistent with the Design Guidelines of Beach by Design.
Conditions of Approval:
1. That application for a building permit to construct the approved project be submitted no later than
October 21, 2010, unless time extensions are granted pursuant to Section 4-407;
2. That the final design and color of the overnight accommodation building be consistent with the
conceptual elevations approved by the CDB;
3. That a Declaration of Unity of Title be recorded in the public records prior to the issuance of any
permits;
October 24, 2008
Armstrong — Page 4
4. That there be no public /guest use of any roof 100 feet or higher;
5. That, prior to the issuance of the building permit, Level 10 be designed with only 22 rooms, so that
the total number of rooms does not exceed 230 rooms;
6. That suites on all floors be designed to have only one door to the exterior hallway;
7. That prior to issuance of permits for any proposed structures north and west of the Coastal
Construction Control Line (CCCL), the applicant submit a copy of the appropriate State of Florida
agency approval for that construction north and west of the CCCL;
8. That all applicable requirements of Chapter 39 of the Building Code be met related to seawall
setbacks or variances obtained prior to the issuance of any building permits;
9. That, prior to the issuance of the building permit, the vertical clear height of all the parking garage
levels be not less than 7 feet including entrance and exit (Florida Building Code 2004, Section
406.2.2);
10. That, prior to the issuance of any permits, site and landscape plans be revised to show the following:
a. pursuant to Section 3- 904.B, comply with the dimensional requirements and restrictions for
waterfront visibility triangles;
b. pursuant to Section 3 -805.13 and the location of the building, revising the chain link fencing east
of the solid masonry wall along the south property line to a vinyl or vertical metal grillwork, as
acceptable to the Planning Department;
c. revise the chain link fencing west of the solid masonry wall to a vinyl or vertical metal grillwork,
as acceptable to the Planning Department, and the fencing type and height within the waterfront
visibility triangle must meet the requirements of Sections 3 -804.0 and 3- 904.13;
d. pursuant to Section 3- 904.A, correctly indicate such sight visibility triangles at the northern
driveway and modify landscaping to comply with such requirements;
e. pursuant to Section 3- 1204.13, curb the south edge of the southern service drive with vertical
concrete mirlhincr and
f. palm and other accent trees planted in the landscape area along the western portion along the
north property line, in an amount and location acceptable to the Planning Director;
11. That any future freestanding sign be a monument -style sign and be designed to match the exterior
materials and color of the building. The maximum height shall be four feet, unless approved at six
feet high through a Comprehensive Sign Program;
12. That sea -turtle friendly light fixtures be employed with the site design, with compliance
demonstrated on plans acceptable to the Environmental Engineering Division, prior to the issuance of
building permits;
13. That any applicable Public Art and Design Impact Fee be paid prior to the issuance of any permits;
and
14. That all Parks and Recreation fees be paid prior to the issuance of any permits.
In addition to the above conditions, please be aware that a special warranty deed, specifying the
number of dwelling units being conveyed or sold from 557 and 579 Cyprus Avenue (four dwelling
units), 625 -627 Bay Esplanade (one dwelling unit) and 667 Bay Esplanade (three.dwelling units) and
being transferred to this site, must be recorded prior to the issuance of any permits for this
project. The special warranty deed shall also contain a covenant restricting in perpetuity the use
of all platted lots at 557 and 579 Cyprus Avenue, 625 -627 Bay Esplanade and 667 Bay Esplanade
due to the transfer of development rights. Any mortgage holder of the sending site (557 and 579
Cyprus Avenue, 625 -627 Bay Esplanade and 667 Bay Esplanade) shall consent to the transfer of
development rights prior to the issuance of any permits.
w
„w
October 24, 2008
Armstrong — Page 5
Pursuant to Section 4 -407, an application for a building permit or other approvals shall be made within
the time frame of Condition #1 above. All required certificates of occupancy shall be obtained within
two years of the date of issuance of the initial building permit. The building permit must be obtained
within six months of the initial permit application. This timeframe to obtain the initial building permit
may be extended for an additional six months for cause by the Community Development Coordinator.
Time frames do not change with successive owners. The Community Development Coordinator may
grant an extension of time for the Flexible Development approval for a period not to exceed one year and
only within the original period of validity.
The issuance of this Development Order does not relieve you of the necessity to obtain any building
permits or pay any impact fees that may be required. In order to facilitate the issuance of any permit or
license affected by this approval, please bring a copy of this letter with you when applying for any
permits or licenses that require this prior development approval.
Additionally, an appeal of a Level Two approval (Flexible Development) may be initiated pursuant to
Section 4 -502.B by the applicant or by any person granted party status within 14 days of the date of the
CDB meeting. The filing of an application/notice of appeal shall stay the effect of the decision pending
the final determination of the case. The appeal period for your case expires on November 4, 2008 (14
days from the date of the CDB meeting).
If you have any questions, please do not hesitate to call Wayne M. Wells, Planner III, at 727 -562 -4504.
You can access zoning information for parcels within the City through our website:
www.myclearwater.com/:,ovidepts/plannm.
Sincerell'fv.
ichael Delk, AICP
Planning Director
S: (Planning DepartmentlCD BIFLEX (FLD)Ilnactive or Finished ApplicationslGulfview S 0430 New Hotel (7) 10.2008 -Approved -
WWIGulfview S 430 Development Order 10.24.08.doc
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LEGAL DESCRIPTION
A tract of land consisting of Lots 33, 34 and 35 and part of Lot 36 of LLOYD - WHITE- SKINNER SUBDIVISION, according to the map or plat
thereof, as recorded in Plat Book 13 pages 12 and 13 of the public records of Pinellas County, Florida and lands and submerged lands lying
between and Southerly, Southwesterly or Westerly of the mean high water mark and the Bulkhead Line described in and set forth in
Trustees of the Internal Improvement Fund of the State of Florida Disclaimer No. 22310, as recorded in O.R. Book 765, page 542, of the
public records of Pinellas County, Florida, said tract being described as follows:
Begin at an iron pin at the Northeast Corner of said Lot 33 and the West right -of -way margin of Gulf View Boulevard, said point being the
True Point of Beginning, said point being the PC of a curve to the left having a radius of 847.00 feet and an arc distance of 235.76 feet;
thence run along said curve to the left and along the West right -of -way margin of Gulf View Boulevard a chord bearing of South 20 °17'10"
East and a chord distance of 235.00 feet to an iron pin; thence run South 68 055'27" West for a distance of 402.14 feet to an iron pin, said
point being the PC of a curve to the right having a radius of 1247.00 feet and an arc distance of 296.79 feet; thence run along said curve to
the right a chord bearing of North 19 °07'51" West and a chord distance of 296.09 feet to an iron pin; thence run North 77 041'16" East for a
distance of 400.00 feet to a point and back to the True Point of Beginning.
Containing 106504.22 sq. ft or 2.45 acres more or less.
Notes: All field measurements matched record dimensions (Vesting Deed as recorded in O.R. Book 765, Page 542 on file in the Public
Records of Pinellas County, Florida.) within the precision requirements of ALTAIACSM specifications.
The property shown and described hereon is the same property as described in the Title Commitment No.
40186603FC/NYX03- 002170 /NCS of Commonwealth Land Title Insurance Company bearing an effective date of October 16, 2003.
GENERAL NOTES
ALL MATERIALS AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE MORE STRINGENT TECHNICAL SPECIFICATIONS AS FOUND
1. D
IN THE STANDARD SPECIFICATIONS OF THE CITY OF CLEARWATER OR THE CONTRACT DOCUMENTS AS PREPARED BY FLORIDA DESIGN
CONSULTANTS, INC. SPECIFICALLY FOR THIS PROJECT.
2. THE JURISDICTIONAL AGENCY FOR THIS PROJECT IS THE CITY OF CLEARWATER.
3. THE LOCATION OF EXISTING UTILITIES ARE APPROXIMATE AS SHOWN ON THE PLANS AND IT IS THE CONTRACTORS RESPONSIBILITY
TO DETERMINE THE EXACT LOCATION OF THE UTILITIES PRIOR TO CONSTRUCTION IN THEIR VICINITY.
4. THE CONTRACTOR SHALL USE APPROPRIATE MEASURES TO PREVENT EROSION AND TRANSPORT OF SEDIMENT MATERIAL TO INLETS,
SURFACE DRAINS, LAKES AND WETLAND AREAS. THE CONTRACTOR SHALL USE STRAW BALES, SILT BARRIERS OR OTHER APPROPRIATE
MEASURES TO MITIGATE ADVERSE IMPACTS TO EXISTING SURFACE WATER QUALITY.
5. THE CONTRACTOR IS TO CONTROL ALL FUGITIVE DUST ORIGINATING ON THE PROJECT BY WATERING OR OTHER METHODS AS
REQUIRED.
6. NO DEBRIS SHALL BE ALLOWED TO ENTER THE EXISTING SANITARY AND STORM SYSTEMS.
7, ARCHITECTURAL INFORMATION PROVIDED BY ARCHITECTS.
8. BACKFLOW PREVENTION DEVICES MUST BE INSTALLED BY THE CITY.
9. LOCATIONS OF TRASH STAGING AREA TO BE COORDINATED WITH THE CITY OF CLEARWATER.
10. SITE LANDSCAPING WILL BE IN ACCORDANCE WITH SECTION 3 -1202 OF THE CITY OF CLEARWATER COMMUNITY DEVELOPMENT CODE.
11. THE SITE IS LOCATED WITHIN FLOOD ZONE AE, BASE FLOOD ELEVATION = 12; ZONE VE, BASE FLOOD-ELEVATIONS 14 AND 16 PER
FLOOD INSURANCE RATE MAP COMMUNITY PANEL NOS. 12103CO102G & 12103CO104G, MAP 2EVSED SEPTEMBER 3, 2003.
12. SITE LIGHTING SHALL BE PROVIDED IN COMPLIANCE WITH CITY OF CLEARWATER CODE REQUIREMENTS AND SHALL BE DIRECTED
DOWNWARD AND AWAY FROM ADJACENT RESIDENTIAL AREAS. ADDITIONALLY, LIGHTING WILL BE DIRECTED AWAY FROM THE BEACH ZONE
IN CONFORMANCE WITH SEA TURTLE NESTING GUIDELINES PROMULGATED BY THE FLORIDA FISH F: WILDLIFE CONSERVATION COMMISSION
(FF &WCC). PLEASE REFER TO LANDSCAPE PLANS BY XXXXXXX.
13. ROOF DRAINAGE FROM THE BUILDING WILL BE DIRECTED TO THE PROPOSED DRAINAGE SYSTEM TO ACCOMMODATE WATER QUALITY
REQUIREMENTS FOR THE PROJECT.
14. TREE REMOVAL PERMIT APPLICATION, IF NEEDED TO BE SUBMITTED AT TIME OF CONSTRUCTION PLAN SUBMITTAL.
15. MAINTENANCE PERSONNEL FOR THE HOTEL SHALL BE RESPONSIBLE FOR ROLLING OUT DUMPSTERS TO STAGING AREA ON
COLLECTION DAYS,
16. BUILDING TO BE SPRINKLERED.
17. THE TWO (2) REQUIRED FIRE DEPARTMENT CONNECTIONS (FDC) SHALL BE AT LEAST 15' FROM BUILDING AND LOCATED NO CLOSER
THAN 25 FEET AND NO FURTHER THAN 50 FEET FROM THE NEAREST FIRE HYDRANT ASSEMBLY (FHA).
OWNER
SALT BLOCK 57, LLC
1001 E. ATLANTIC AVENUE
SUITE 202
DELRAY BEACH, FL 33483
PHONE: 561 - 279 -9900
FAX: 561- 276 -1563
ARCHITECT
NICHOLS BROSCH WURST
WOLFE & ASSOCIATES, INC.
161 ALMERIA AVENUE
CORAL GABLES, FL 33134
PHONE: 305- 443 -5206
FAX: 305 - 443 -3168
PROJECT TEAM
CIVIL ENGINEER
FLORIDA DESIGN CONSULTANTS INC.
3030 STARKEY BLVD.
NEW PORT PORT RICHEY, FL 34655
PHONE: 727- 849 -7588
FAX: 727- 848 -3648
LANDSCAPE ARCHITECT
BRADSHAW GILL AND ASSOCIATES
4337 SEA GRAPE DRIVE
FORT LAUDERDALE, FL. 33308
PHONE: (954)944 -7245
P• \P-K 1r'11T \/ T A 111 f-
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Tm x. F } `• RAN G" . 15
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1 /"%e% A TI/1A I L# A A 17%
1' IA IIT / \ / \1 IA 1-9
PREPARED FOR:
DELR "A' Y BEA FL 3348
PHONE: 561-279-9900 FAX: 561-276-1563
PREPARED BY:
FL 0"'RADA DE%03UGAJ L;%.,oNSUL TANTS, §Nu.
ENGINEERS, ENVIRONMENTALISTS, SURVEYORS 8 PLANNERS
3030 Starkey Blvd, New Port Richey FL 34655
Tel: (727) 849 -7588 -Fax: (727) 848 -3648
E.B. No. 7421
F(-:D d,0 OF - 08oaq
7Dp, aooS- oSOaa
DRAWING INDEX
F)c Ao��
SHEET
SHEET DESCRIPTION
1
COVER SHEET
2
EXISTING CONDITIONS AND DEMOLITION PLAN
12,463 SF
8,500 SF [9]
3 -5A
SITE PLAN
6
STORMWATER POLLUTION PREVENTION PLAN AND CSWMP
7 -8
PAVING, GRADING AND DRAINAGE PLAN
9
UTILITY PLAN
10
FIRE DEPARTMENT ACCESS PLAN
11 -12
PAVING, GRADING AND DRAINAGE DETAILS
A
PARKING
13 -14
UTILITY DETAILS
P4
TOTAL
ZONING DISTRICT
USE
LOT AREA
AREA ZONED TOURIST, T
1
AREA ZONED OPEN SPACE /RECREATION, OSR
LOT WIDTH
LAND USE DATA -
EXISTING PROPOSED
T (TOURIST) T (TOURIST)
OS /R (OPEN SPACE (RECREATION) OS /R (OPEN SPACE (RECREATION)
HOTEL HOTEL
BUILDING COVERAGE (GROUNC'rLO,-)R) /FAR
0
IMPERMEABLE
SURFACE RATIO
NUMBER OF UNITS
0 DENSITY (SEE TABLE AT LEFT)
SETBACKS FROM PROPERTY LINE
SETBACKS (BUILDINGS)
FRONT (EAST)
SIDE (NORTH)
SIDE (SOUTH)
REAR (WEST) FROM SEAWALL.
SETBACKS (TO TOWER)
FRONT (EAST)
SIDE (NORTH)
SIDE (SOUTH)
REAR (WEST) FROM SEAWALL
0 SETBACKS (OTHER STRUCTURES)
FRONT (EAST)
SIDE (NORTH)
SIDE (SOUTH)
QREAR (WEST) FROM SEAWALL
1
SETBACKS FROM CCCL
SIDE (NORTH)
REAR (WEST)
HEIGHT [1,3]
TOTAL 106,504 SF
2.45 AC
LANDWARD 81,450 SF
OF SEAWALL 1.87 AC
WATERWARD 25,054 SF
OF SEAWALL 0.58 AC
236'
32,729 SF
FAR 0.40
1.68 AC (90 %)
73,157 SF
217 (HOTEL ROOMS)
217 HOTEL ROOMS _116 U /AC
1.87 AC
TOTAL 106,504 SF
2.45 AC
LANDWARD 81,450 SF
OF SEAWALL 1.87 AC
WATERWARD 25,054 SF
OF SEAWALL 0.58 AC
236'
52,209 SF
FAR 0.64
1.71 AC (91.4 %)
74,739 SF
230 (HOTEL ROOMS) [4,5,6]
230 HOTEL ROOMS = 123 U /AC
1.87 AC
FLEXIBLE DEVELOPMENT STANDARDS [2]
REQUIRED (MIN /MAX)
HOTEL
T (TOURIST)
20,000 SF
ent
FAR 1.0
ISR 95%
230 [4,5,6]
28' 2.5' (TO PORTE COCHERE SUPPORT COLUMN) /25' (TO BLDG) 0' -15'
19' (TO CANOPY) 5'(TO POOL DECK, STAIRS, RAMP) /10' (TO BLDG) W -10'
31 ' 16' 0'-10'
13' (TO BAR HUT) 6' 0' -20'
25' 0' -15'
5' 0'-10'
23' V -10'
41' 0' -20'
1'
2'
1'
0'
13'
1' (TO BAND SHELL)
145.5'
0'(TO DRIVEWAY, STAIRS) 0' -15' 2
5' (TO POOL DECK,STAIRS,RAMP) 0' -10' v
0' (WALL) / 1.5' (SERVICE DRIVE) 0' -10' E
0' (SUN TERRACE) 0' -20' a
c
0' (TO POOL DECK, STAIRS, RAMP)/ 6' (TO BLDG) 10' 3
2' (TO STAIRS) /5' (TO BLDG) 20'
TOWER - 150' 150' RR..
1
SELF PARKING
ADA VAN
VALET PARKING SPACES
VALET (TANDEM)
PAVED VEHICULAR AREAS
12,463 SF
8,500 SF [9]
1
PARKING LOT INTERIOR LANDSCAPING
4,105 SF
1,000 SF [9]
P2
(SF AND % OF PAVED VEHICULAR USE AREA)
33%
12%
1
41
P3
0
0
PARKING
23
48
P4
TOTAL
201
296 8
25
HANDICAP (INCLUDED IN TOTAL NUMBER)
10 H/C
(1 H C
1
27
25
52
SUBTOTAL
LOADING SPACE
1
ONE - 12' x 35'
[1] HEIGHT IS ELEVATION ABOVE FEMA BASE ELEVATION "16 ".
[2] REQUIREMENTS ARE BASED ON FLEXIBLE DEVELOPMENT STANDARDS (LEVEL 2).
[3] SEE ARCHITECTS PLANS FOR HEIGHTS OF OTHER, LOWER, PORTIONS OF BUILDINGS.
[4] MAXIMUM NUMBER OF UNITS IS 230 HOTEL ROOMS
[5] PLEASE REFER TO THE DENSITY TABLE FOR THE BREAKDOWN OF UNIT PROVENANCE
[6] BASED ON THE LAND AREA ZONED T, TOURIST DISTRICT
A [7] REFER TO "PARKING STUDY" BY FDC, DATED SEPT. 11, 2008 FOR PARKING REQUIREMENTS.
zt 181
LEVEL
SELF PARKING
ADA VAN
VALET PARKING SPACES
VALET (TANDEM)
SUBTOTAL
BASEMENT /P1
0
1
70
32
103
P2
0
0
25
16
41
P3
0
0
25
23
48
P4
0
0
27
25
52
P5
0
0
27
25
52
SUBTOTAL
0
1
174
121
1 296
296 TOTAL SPACES
1
[9] BASED ON INFORMATION PROVIDED BY THE PROJECT'S LANDSCAPE ARCHITECT, PLEASE REFER TO
LANDSCAPE PLANS FOR ADDITIONAL DETAILS.
PROJECT DATUM IS NAVD 1988
1Q
09/15/08 REVISED LAND USE DATA TABLE, UNIT COUNT &ADDED SHEET 21
14 PER CITY OF CLEARWATER DRC COMMENTS JOB NO. 699 -271
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CCCL
1 '
FL ®R1 ®/ \ Dt:&GN CONSUL Sdo/L �/ l0 Cl I oy INC.
ENGINEERS, ENVIRONMENTALISTS, SURVEYORS 8 PLANNERS
3030 Starkey Blvd, New Port Richey FL 34655
Tel: (727) 849 -7588 - Fox: (727) 848 -3648
E.B. No. 7421
PREPARED FOR:
SALT BLOCK 57, LLC
1001 E. ATLANTIC AVENUE
SUITE 202
DELRAY BEACH, FLORIDA 33483
TEL (561)279 -9900 FAX (561)276 -1563
SHEET DESCRIPTION:
V
0 10 20 40
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0
PEDESTRIAN V IC
f
EH ULA R SAFETY ETY AIDS:
1. SPECIFIC SIGNAGE ALERTING EXITING TRAFFIC OF PEDESTRIAN
CROSSING(S).
2. MIRROR N TA TI IN P TRIANS V HI LES
I S LLA O S TO AID IN BOTH EDES E C
VISIBILITY,
3. INSTALL SIGNS THA T READ "P ARKING ATTEND AN T , P LE A SE USE MIRRORS
WHEN BACKING OUT"
NOTES:
1, VERTICAL CLEAR HEIGHT F PARKING LEA E GHT 0 ARK G GARAGE IS
2. AT TYPICA L 9 0' TU RN S , THE TURNI N G VEHICLE WI LL E N CRO A CH UNTO
THE PATH OF ONCOMING VEHICLES. AIDS W ILL BE INSTALLED TO ASSIST
PARKING ATTENDANT WHEN W ALLS COMUMNS IM P EDE THEIR VIEW.
3, NO COLUMNS WILL ENCROACH INTO REQUIRED PARKING OR THE
ADJACENT WALKWAYS.
4, COLUMNS NEED TO REMAIN ON THE SIDE OF THE DRIVE ISLE DUE TO
STRUCTURAL SPAN /DESIGN CONSTRAINTS,
5, - ANY NEW DRIVEWAY APRON(S) CONSTRUCTED WITHIN THE RIGH —OF —WAY
SHALL BE A MINIMUM 6" THICK FIBROUS CONCRETE AND MINIMUM 3000
PSI WITH 6 "X6 "/10X10 WWM PER CITY OF CLEARWATE CONTRACT
SPECIFICATIONS AND STANDARS, ARTICLE 30,
6. THE SIDEWALK WITHIN THE SOUTH GULFVIEW BOULEVARD
RIGHT —OF —WAY SHALL BE DESIGNED AND CONSTRUCTED FOR THE SITE
FRONTAGE IN ACCORDANCE WITH BEACH WALK DESIGN SPECIFICATIONS.
7. NO LIGHT WITHIN 300 FT SHALL BE VISIBLE OR EXTEND IN AREAS
IDENTIFIED OR SEA TURTLE NESTING AREAS DURING NESTING SEASON OF
MAY 1 TO OCTOBER 31. THOSE AREAS WHERE SECURITY AND PUBLIC
SAFETY REQUIRE LIGHTING, ALTERNATIVE LIGHT MANAGMENT APPROACHES
SHALL BE APPLIED.
437 S. GULFVIEW BLVD
RETAIL W /APTS ABOVE
FRANGELIS, MICHAEL
FRANGELIS, JOAN, TRUSTEE
Gj
a
NOTE:
1. VERTICAL CLEAR HEIGHT OF PARKING GARAGE MUST BE
2. CONSTRUCT STRAIGHT CURB AT DRIVEWAYS TO PROTECT
LANDSCAPING AND TRANSITION TO DROP CURB AT SIDEWALK.
430 S. GULFVIEW
SITE PLAN
y
C
0
a
c
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LEGEND
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=
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Fence
=
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445 S. GULFVIEW BLVD
f
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CONDOMINIUMS
=
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PELICAN POINTE ON CLEAR ATER BEACH
P
CONDO ASSOCIAT ION
431 S GULFVIEW BLVD
• =Pro
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RETAIL W APTS ABOVE
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s
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Areas
SOFRONAS JAMES
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l,,Y
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PEDESTRIAN V IC
f
EH ULA R SAFETY ETY AIDS:
1. SPECIFIC SIGNAGE ALERTING EXITING TRAFFIC OF PEDESTRIAN
CROSSING(S).
2. MIRROR N TA TI IN P TRIANS V HI LES
I S LLA O S TO AID IN BOTH EDES E C
VISIBILITY,
3. INSTALL SIGNS THA T READ "P ARKING ATTEND AN T , P LE A SE USE MIRRORS
WHEN BACKING OUT"
NOTES:
1, VERTICAL CLEAR HEIGHT F PARKING LEA E GHT 0 ARK G GARAGE IS
2. AT TYPICA L 9 0' TU RN S , THE TURNI N G VEHICLE WI LL E N CRO A CH UNTO
THE PATH OF ONCOMING VEHICLES. AIDS W ILL BE INSTALLED TO ASSIST
PARKING ATTENDANT WHEN W ALLS COMUMNS IM P EDE THEIR VIEW.
3, NO COLUMNS WILL ENCROACH INTO REQUIRED PARKING OR THE
ADJACENT WALKWAYS.
4, COLUMNS NEED TO REMAIN ON THE SIDE OF THE DRIVE ISLE DUE TO
STRUCTURAL SPAN /DESIGN CONSTRAINTS,
5, - ANY NEW DRIVEWAY APRON(S) CONSTRUCTED WITHIN THE RIGH —OF —WAY
SHALL BE A MINIMUM 6" THICK FIBROUS CONCRETE AND MINIMUM 3000
PSI WITH 6 "X6 "/10X10 WWM PER CITY OF CLEARWATE CONTRACT
SPECIFICATIONS AND STANDARS, ARTICLE 30,
6. THE SIDEWALK WITHIN THE SOUTH GULFVIEW BOULEVARD
RIGHT —OF —WAY SHALL BE DESIGNED AND CONSTRUCTED FOR THE SITE
FRONTAGE IN ACCORDANCE WITH BEACH WALK DESIGN SPECIFICATIONS.
7. NO LIGHT WITHIN 300 FT SHALL BE VISIBLE OR EXTEND IN AREAS
IDENTIFIED OR SEA TURTLE NESTING AREAS DURING NESTING SEASON OF
MAY 1 TO OCTOBER 31. THOSE AREAS WHERE SECURITY AND PUBLIC
SAFETY REQUIRE LIGHTING, ALTERNATIVE LIGHT MANAGMENT APPROACHES
SHALL BE APPLIED.
437 S. GULFVIEW BLVD
RETAIL W /APTS ABOVE
FRANGELIS, MICHAEL
FRANGELIS, JOAN, TRUSTEE
Gj
a
NOTE:
1. VERTICAL CLEAR HEIGHT OF PARKING GARAGE MUST BE
2. CONSTRUCT STRAIGHT CURB AT DRIVEWAYS TO PROTECT
LANDSCAPING AND TRANSITION TO DROP CURB AT SIDEWALK.
430 S. GULFVIEW
SITE PLAN
y
C
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ADDED INTERIOR LANDSCAPE AREA, COMPACTOR, SETBACK CALL —OUTS,
NOTE 7, PER CITY OF CLEARWATER DRC COMMENTS. ABYD 0
OF 14
N0. DATE REVISIONS U
8U6
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445 S. GULFVIEW BLVD
0
CONDOMINIUMS
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NOTE: SEE ARCHITECTURAL
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NOTE 7, PER CITY OF CLEARWATER DRC COMMENTS. ABYD 0
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N0. DATE REVISIONS U
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DIRT ON TRUCKS
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USE FDOT __/
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GEOTEXTILE UNDERLINER
so,
TEMPORARY CONSTRUCTION ACCESS
N.T.S.
Slotted PVC Connector Pipe
(Metal Collar Reinforced)
(�18 Oz. Nylon Reinforced
PVC Fabric (300 psi Test)
TYPE IT
5"
T6-Vinyl Sheathed EAW Steel Cable
(9800 Lbs. Breaking Strength) With
Galvanized Connectors (Tool Free Disconnect)
Closed Cell Solid Plastic Foam
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PVC Fabric (300 psi
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TYPE I
o D, =5' Std. (Single Panel For Depths 5' or Less).
D2 =5' Std. (Additional Panel For Depths> 59.
Curtain To Reach Bottom Up To Depths Of 10 Feet.
Two(2) Panels To Be Used For Depths Greater Than
10 Feet Unless Special Depth Curtains Specifically Called
For In The Plans Or As Determined By The Engineer.
NOTICE: COMPONENTS OF TYPES I AND 1T MAY BE SIMILAR OR IDENTICAL
TO PROPRIETARY DESIGNS. ANY INFRINGEMENT ON THE PROPRIETARY
RIGHTS OF THE DESIGNER SHALL BE THE SOLE RESPONSIBILITY OF
THE USER. SUBSTITUTIONS FOR TYPES I AND 1[ SHALL BE AS
APPROVED BY THE ENGINEER.
FLOATING TURBIDITY BARRIERS
D.O.T. INDEX #103 N.T.S.
MAINTENANCE OF SILT SCREENS:
SILT SCREENS SHALL BE INSPECTED AFTER EACH RAINFALL EVENT FOR SIGNS OF DETERIORATION OR
FAILURE. DETERIORATION OF A SILT SCREEN SHALL BE CONSTRUED TO MEAN THAT THE SILT SCREEN HAS
LIMITED EFFECTIVENESS OR CAPACITY FOR THE FUNCTION OF TRAPPING SEDIMENT, DUE TO PROBLEMS
SUCH AS, BUT NOT LIMITED TO, EXCESSIVE BUILDUP OF SEDIMENT OR CONSTRUCTION ACCIDENT. WHEN A
SILT SCREEN BECOMES DETERIORATED, IT SHALL BE IMMEDIATELY REMEDIED AT THE DIRECTION OF THE
ENGINEER BY SUCH MEANS AS REMOVAL OF THE EXCESSIVE BUILDUP OF SILT, STRAIGHTENING AND
TIGHTENING OF THE SCREEN, OR ANY OTHER SUCH MEASURE DEEMED NECESSARY. FAILURE OF A SILT
SCREEN SHALL BE CONSTRUED TO MEAN THAT THE SILT SCREEN IS NO LONGER CAPABLE OF FUNCTIONING
TO TRAP SEDIMENT DUE TO A RIP, TEAR, OVERTOPPING BY SEDIMENT, BIODEGRADATION, CONSTRUCTION
ACCIDENT, OR ANY OTHER SUCH MEANS. WHEN A SILT SCREEN IS DEEMED BY THE ENGINEER TO HAVE
FAILED, IT SHALL BE IMMEDIATELY REPLACED WITH NEW SILT SCREEN WITHIN THE LIMITS DIRECTED BY THE
ENGINEER. PREVENTATIVE MAINTENANCE OF THE SLIT SCREEN SHALL BE ACCOMPLISHED BY WEEKLY
INSPECTION FOR SIGNS OF DETERIORATION OR FAILURE DURING PERIODS OF NO RAINFALL EVENT.
MAINTENANCE OF HAY BALES:
HAY BALES SHALL BE INSPECTED AFTER EACH RAINFALL EVENT FOR SIGNS OF DETERIORATION OR
FAILURE. DETERIORATION OF A HAY BALE SCREEN SHALL BE CONSTRUED TO MEAN THAT THE HAY BALE
SCREEN HAS LIMITED EFFECTIVENESS OR CAPACITY FOR THE FUNCTION OF TRAPPING SEDIMENT, DUE TO
PROBLEMS SUCH AS, BUT NOT LIMITED TO, EXCESSIVE BUILDUP OF SEDIMENT OR CONSTRUCTION
ACCIDENT. WHEN A HAY BALE SCREEN BECOMES DETERIORATED, IT SHALL BE IMMEDIATELY REMEDIED AT
THE DIRECTION OF THE ENGINEER BY SUCH MEANS AS REMOVAL OF THE EXCESSIVE BUILDUP OF SILT,
STRAIGHTENING AND REALIGNING OF THE SCREEN, OR ANY OTHER SUCH MEASURE DEEMED NECESSARY.
FAILURE OF A HAY BALE SCREEN SHALL BE CONSTRUED TO MEAN THAT THE HAY BALE SCREEN IS NO
LONGER CAPABLE OF FUNCTIONING TO TRAP SEDIMENT DUE TO OVERTOPPING BY SEDIMENT,
BIODEGRADATION, CONSTRUCTION ACCIDENT, OR ANY OTHER SUCH MEANS. WHEN A HAY BALE SCREEN IS
DEEMED BY THE ENGINEER TO HAVE FAILED, IT SHALL BY IMMEDIATELY REPLACED WITH A NEW HAY BALE
SCREEN WITHIN THE LIMITS DIRECTED BY THE ENGINEER. PREVENTATIVE MAINTENANCE OF THE HAY BALE
SCREEN SHALL BE ACCOMPLISHED BY WEEKLY INSPECTION FOR SIGNS OF DETERIORATION OR FAILURE
DURING PERIODS OF NO RAINFALL EVENT.
POST (OPTIONS:. 2 "x 4" OR 2 6' MAX.
1/2" MIN. DIA. WOOD: STEEL
1.33 LBS /FT MIN.) ---- I I
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TITLE
COMPANY NAME, ADDRESS
AND PHONE NUMBER
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JOB NO.
699 -271
6
SHT.
14
OF
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41
DESIGNED
THE SIGNATURE OF THE QUALITY
CONTROL OFFICER IN THIS SPACE
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INDICATES THAT ALL REOUIRED
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DRAWN
PERMITS HAVE BEEN OBTAINED
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AND THAT CONSTRUCTION IS
CHECKED
AUTHORIZED TO COMMENCE.
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(A) ALL TOXIC SUBSTANCES ARE TO BE STORED, APPLIED, GENERATED, OR MITIGATED IN ACCORDANCE WITH THE CRITERIA OF THE APPROPRIATE REGULATORY AGENCIES.
DATE.
SIIIOS
M Q.C.
Y
PAN F _1611_
PAVEMENT
B
CURB INLET
OF CURBING
31 01 `— PAVEMENT
j
8" CONCRETE BLOCK OR EQUAL
WRAPPED IN FILTER FABRIC
FLOW
GUTTER
CURB INLET
SECTION B -B
INSTALLATION:
INSTALL CURB INLET SEDIMENT BARRIER IMMEDIATELY AFTER PAVING. USE 8"
CONCRETE BLOCK OR EQUAL WRAPPED IN FILTER FABRIC. PROVIDE A 4" GAP
BETWEEN BARRIER AND INLET TO ALLOW OVERFLOW.
MAINTENANCE:
THE BARRIER SHALL BE INSPECTED DAILY AND AFTER EACH RAIN AND
REPAIRS MADE AS NEEDED. SEDIMENT SHALL BE REMOVED WHEN THE
SEDIMENT HAS ACCUMULATED TO ONE -HALP THE HEIGHT OF THE BARRIER.
SEDIMENT SHALL NOT BE WASHED INTO THE INLET. IT SHALL BE REMOVED
FROM THE SEDIMENT BARRIER AND DISPOSED OF AND STABILIZED SO THAT IT
WILL NOT ENTER THE INLET, AGAIN.
CURE INLET SEDIMENT BARRIER
Closed Cell Solid Plastic Foam
Flotation (6" Dia. Equiv.) (12 Lbs.
Per Ft. Buoyancy) ,
6 Polypro Rope
(600 lb. Breaking
Strength)
;"'Galvanized Chain-
OPTIONAL POST POSITIONS
�I 20•± �___ -- PRINCIPAL POST POSTITION
<I (CANTED 20' TOWARD FLOW)
F
FILTER FABRIC (IN
CONFORMANCE WITH
SEC. 985 FDOT SPEC.)
TYPE III SILT FENCE
D.O.T. INDEX #102 N.T.S.
SECTION
FILTER FABRIC
'LOW
PREPARED FOR:
FLORIDA DESIGN CONSUL TAMS, INC.
ENGINEERS, ENVIRONMENTALISTS, SURVEYORS 8 PLANNERS
3030 Starkey Blvd, New Port Richey FL 34655
Tel, (727) 849 -7588 - Fax: (727) 848 -3648
E.B. No. 7421
STORM DRAIN
STRUCTURE
SECTION
6' MINIMUM
SILT
FENCE
TYPE III
TOE FABRIC IN
A" AAIMIAAI RA
X=___Z3_y
2"x4" CROSSBRACE
X
x STORM DRAIN
`STRUCTURE
6' MINIMUM
X
"
POST
INSTALLATION:
TYPE III SILT FENCE SUPPORTED BY STEEL POST SHALL BE USED. THE STAKES SHALL BE
SPACED EVENLY AROUND THE PERIMETER OF THE INLET A MAXIMUM OF 3 FEET APART, AND
SECURELY DRIVEN INTO THE GROUND, APPROXIMATELY 18 INCHES DEEP. THE FABRIC SHALL
BE ENTRENCHED 12 INCHES AND BACKFILLED WITH CRUSHED STONE OR COMPACTED SOIL.
FABRIC AND WIRE SHALL BE SECURELY FASTENED TO THE POST, AND FABRIC ENDS MUST BE
OVERLAPPED A MINIMUM OF 18 INCHES OR WRAPPED TOGETHER AROUND A POST TO PROVIDE
A CONTINUOUS FABRIC BARRIER AROUND THE INLET.
MAINTENANCE:
THE BARRIER SHALL BE INSPECTED DAILY AND AFTER EACH RAIN AND REPAIRS MADE AS
NEEDED. SEDIMENT SHALL BE REMOVED WHEN THE SEDIMENT HAS ACCUMULATED TO ONE —HALF
THE HEIGHT OF THE BARRIER. SEDIMENT SHALL NOT BE WASHED INTO THE INLET. IT SHALL BE
REMOVED FROM THE SEDIMENT BARRIER AND DISPOSED OF AND STABILIZED SO THAT IT WILL
NOT ENTER THE INLET, AGAIN.
INLET SEDIMENT BARRIER
FILTER FABRIC WITH SUPPORTING FRAME
NAME
TITLE
COMPANY NAME, ADDRESS
AND PHONE NUMBER
DATE
JOB NO.
699 -271
6
SHT.
14
OF
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0
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B. APPROVED STATE, LOCAL PLANS, OR STORMWATER PERMITS:
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SEE ATTACHED PERMITS.
0
(6) STORAGE, APPLICATION, GENERATICN, AND MITIGATION OF TOXIC SUBSTANCES:
I CERTIFY UNDER PENALTY OF LAW THAT I UNDERSTAND, AND SHALL COMPLY WITH, THE TERMS AND
CONDITIONS OF THE STATE OF FLORIDA GENERIC PERMIT FOR STORMWATER DISCHARGE FROM LARGE
AND SMALL CONSTRUCTION ACTIVITIES AND THIS STORMWATER POLLUTION PREVENTION PLAN
PREPARED THEREUNDER.
NPDES CONTRACTOR AND SUBCONTRACTOR CERTIFICATION
TO BE COMPLETED AFTER CONTRACTORS HAVE BEEN SELECTED.
SOUTHWEST FLORIDA WATER MANAGEMENT DISTRICT CERTIFICATION
CONSTRUCTION SURFACE WATER MANAGEMENT PLAN ( CSWMP)
l
I
1. THE CSWMP CONSISTS OF PLAN SHEETS 6 AND 7 SHOWING EROSION PROTECTION DEVICES TO BE
UTILIZED ON THE PROJECT.
2. THE APPLICANT /OWNER OR AUTHORIZED AGENT HAS REVIEWED THE CSWMP AND HAS SIGNED THE
CSWMP WHERE REQUIRED BELOW.
3. THE CSWMP SHALL BE PART OF THE FINAL CONSTRUCTION PLANS FOR THE PERMITTED SURFACE
WATER MANAGEMENT SYSTEM.
SIGNATURE:
NAME: DATE: _
APPLICANT OWNER AUTHORIZED AGENT
0 0 0
I CERTIFY UNDER PENALTY OF LAW THAT THIS DOCUMENT AND ALL ATTACHMENTS WERE PREPARED
UNDER MY DIRECTION OR SUPERVISION IN ACCORDANCE WITH A SYSTEM DESIGNED TO ASSURE THAT
QUALIFIED PERSONNEL PROPERLY GATHERED AND EVALUATED THE INFORMATION SUBMITTED. BASED
ON MY INQUIRY OF THE PERSON OR PERSONS WHO MANAGE THE SYSTEM, OR THOSE PERSONS
DIRECTLY RESPONSIBLE FOR GATHERING THE INFORMATION, THE INFORMATION SUBMITTED IS, TO THE
BEST OF MY KNOWLEDGE AND BELIEF, TRUE, ACCURATE, AND COMPLETE. I AM AWARE THAT THERE
ARE SIGNIFICANT PENALTIES FOR SUBMITTING FALSE INFORMATION, INCLUDING THE POSSIBILITY OF FINE
AND IMPRISONMENT FOR KNOWING VIOLATIONS.
NAME (OPERATOR AND /OR RESPONSIBLE AUTHORITY)
SALT BLOCK 57, LLC
1001 E. ATLANTIC AVENUE
SUITE 202
DELRAY BEACH, FLORIDA 33483
TEL (561)279 -9900 FAX (561)276 -1563
DATE
SHEET DESCRIPTION:
1. SITE DESCRIPTION
A. PROJECT DESCRIPTION:
THE DEVELOPER / APPLICANT PROPOSES TO CONSTRUCT A NEW HOTEL COMPLEX LOCATED IN CLEARWATER, FLORIDA. CONSTRUCTION WILL CONSIST OF CLEARING, GRUBBING,
EARTHWORK, INSTALLATION OF THE INFRASTRUCTURE, BACK FILLING, PAVING AND GRADING,
B. MAJOR SOIL DISTURBING ACTIVITIES:
SOIL DISTURBING ACTIVITIES FOR THIS PROJECT WILL INCLUDE CLEARING, GRUBBING, EARTHWORK, INSTALLATION OF PAVING, DRAINAGE AND SANITARY STRUCTURES, WATER MAIN
INSTALLATION BACK FILLING AND GRADING.
THE CONTRACTOR WILL BE RESPONSIBLE FOR PROVIDING TEMPORARY OR PERMANENT STABILIZATION AS SOON AS POSSIBLE FOR AREAS OF THE SITE WHERE CONSTRUCTION
ACTIVITIES HAVE CEASED, BUT IN NO CASE SHALL THE TIME BE GREATER THAN FOURTEEN (14) CALENDAR DAYS.
C. TOTAL PROJECT AREA: 1.87 ACRES
THE PROJECT CONSISTS OF THE CONSTRUCTION OF A HOTE, INCLUDING CLEARING AND GRUBBING, EARTHWORK, DRAINAGE /UTILITY INFRASTRUCTURE AND PAVEMENT.
D. TOTAL AREA TO BE DISTURBED: 1.87 ACRES
IT SHALL BE THE INTENT OF THE CONTRACTOR TO MINIMIZE THE ACREAGES OF DISTURBED SOIL IN THE PROJECT AREA AT ALL TIMES.
E. (1) RUNOFF COEFFICIENTS BEFORE CW(B), DURING CW(D) AND AFTER CW(A) CONSTRUCTION:
RUNOFF COEFFICIENT FOR:
OPEN SPACE: C = 0.20
IMPERVIOUS SURFACES: C = 0.95
DISTURBED AREAS, EXPOSED SOIL ETC. DURING CONST.: C = 0.40
WEIGHTED RUNOFF COEFFICIENT:
CW(B): 0.95
CW(D): 0.40
CW(A): 0.95
THE SITE CONSISTS COASTAL BEACH AREA PROTECTED BY SEAWALL.
2. CONTROLS
NARRATIVE — SEQUENCE OF SOIL DISTURBING ACTIVITIES AND IMPLEMENTATION OF CONTROLS:
CONSTRUCTION ACTIVITIES — GENERAL
CONSTRUCTION ACTIVITIES ON THIS PROJECT CONSIST OF CLEARING, GRUBBING, EARTHWORK, INSTALLATION OF THE INFRASTRUCTURE, BACK FILLING AND GRADING, ALL ITEMS
REPRESENTED IN THE FOLLOWING DISCUSSION ARE TREATED IN DETAIL IN THE CONSTRUCTION DRAWINGS AND PROJECT SPECIFICATIONS, "FLORIDA DEPARTMENT OF
TRANSPORTATION STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION ", OR WILL BE IMPLEMENTED BY THE CONTRACTOR'S REPRESENTATIVE IN A MANNER
APPROPRIATE TO ENVIRONMENTALLY SENSITIVE CONSTRUCTION PRACTICES AND AS APPROVED BY THE OWNER.
THE CONTRACTOR WILL BE REQUIRED TO PREPARE A SITE SPECIFIC EROSION CONTROL PLAN. THE CONTRACTOR WILL ALSO BE REQUIRED TO MODIFY THE PLAN OR MATERIALS
DURING CONSTRUCTION TO ADAPT TO SEASONAL VARIATIONS.
OFF —SITE RUNOFF SHOULD BE DIVERTED AWAY OR THROUGH THE CONSTRUCTION AREA. THIS ADDITIONAL FLOW IF NOT DIVERTED, CAN ADD VOLUME AND SIZE TO STRUCTURAL
PRACTICES, REQUIRING MORE FREQUENT MAINTENANCE AND LIMITING EFFECTIVENESS OF EROSION AND SEDIMENT CONTROLS.
COMPLIANCE WITH THE STORMWATER POLLUTION PREVENTION PLAN IS A REQUIREMENT OF THE PROJECT CONTRACT DOCUMENTS. CONSTRUCTION— RELATED INFORMATION
REQUIRED BY THE NPDES PERMIT BUT NOT SPECIFICALLY INDICATED IN THE STORMWATER POLLUTION PREVENTION PLAN CAN BE FOUND IN THE CONTRACT DOCUMENTS.
THE CONTRACTOR WILL BE RESPONSIBLE FOR PROVIDING A STABILIZED CONSTRUCTION ENTRANCE FOR VEHICLES ENTERING OR EXITING ONTO PUBLIC ROADS. THE CONTRACTOR'S
REPRESENTATIVE SHALL BE RESPONSIBLE FOR MONITORING THE SYSTEM AND MODIFYING THE SYSTEM OR PROCEDURES AS NEEDED.
CONSTRUCTION ACTIVITIES
PRIOR TO COMMENCEMENT, THE CONTRACTOR SHALL PROVIDE A DETAILED CONSTRUCTION SCHEDULE TO INDICATE DATES OF MAJOR GRADING ACTIVITIES AND DETERMINE
SEQUENCING OF TEMPORARY AND PERMANENT SOIL DISTURBING ACTIVITIES ON ALL PORTIONS OF THE SITE.
PRIOR TO THE BEGINNING OF ANY PHASE, THE CONTRACTOR SHALL INSTALL EROSION AND SEDIMENT CONTROL ITEMS AS DESCRIBED IN THE CONSTRUCTION DRAWINGS.
THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING SEEDING, MULCHING AND WATER AS SOON AS POSSIBLE FOR AREAS OF THE SITE WHERE CONSTRUCTION HAS TEMPORARILY
CEASED BUT IN NO CASE SHALL THE TIME BE GREATER THAN FOURTEEN (14) DAYS.
INSTALLATION OF THE INFRASTRUCTURE AND EARTHWORK, AS SHOWN ON THE PLANS MAY REQUIRE DEWATERING PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL BE
RESPONSIBLE FOR DISCHARGING THE DEWATERING FLOW TO A TEMPORARY SETTLINGS BASIN SUCH AS AREAS CREATED BY STAKED HAY BALES IN DRY GRASSED SWALES OR
OTHER SIMILAR SETTLING AREAS, HOWEVER, AT NO TIME SHALL THE CONTRACTOR DISCHARGE DEWATERING FLOW DIRECTLY TO WETLAND AREAS.
EROSION AND SEDIMENT CONTROLS SHALL BE MAINTAINED THROUGHOUT CONSTRUCTION AND MAY BE REMOVED ONLY WHEN PERMANENT STABILIZATION IS ESTABLISHED AND THE
OWNER APPROVES THE REMOVAL.
A. EROSION AND SEDIMENT CONTROLS:
(1) STABILIZATION PRACTICES TO BE IMPLEMENTED:
STABILIZATION MEASURES SHALL BE INITIATED AS SOON AS PRACTICABLE IN PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITIES HAVE TEMPORARILY OR PERMANENTLY
CEASED, BUT IN NO CASE SHALL THE TIME BE GREATER THAN FOURTEEN (14) DAYS AFTER THE CONSTRUCTION ACTIVITY HAS TEMPORARILY OR PERMANENTLY CEASED. ALL
DISTURBED AREAS WILL BE SEEDED AND MULCHED OR SODDED FOLLOWING CONSTRUCTION.
(2) STRUCTURAL PRACTICES WILL INCLUDE:
ROCK BEDDING AT CONSTRUCTION EXIT
STAKED SILT FENCES
B. OTHER CONTROLS:
(1) WASTE DISPOSAL:
THE CONTRACTOR WILL PROVIDE LITTER CONTROL AND COLLECTION WITHIN THE PROJECT BOUNDARIES DURING CONSTRUCTION ACTIVITIES. ALL FERTILIZER, HYDROCARBON, OR
OTHER CHEMICAL CONTAINERS SHALL BE DISPOSED OF BY THE CONTRACTOR ACCORDING TO EPA'S STANDARD PRACTICES AS DETAILED BY THE MANUFACTURER. NO SOLID
MATERIALS INCLUDING BUILDING AND CONSTRUCTION MATERIALS SHALL BE DISCHARGED TO WETLANDS OR BURIED ON —SITE.
(2) OFF —SITE VEHICLE TRACKING:
OFF —SITE VEHICLE TRACKING WILL BE CONTROLLED BY THE FOLLOWING METHODS:
LOADED HAUL TRUCKS TO BE COVERED WITH TARPAULIN.
EXCESS DIRT ON ROAD REMOVED DAILY.
STABILIZED CONSTRUCTION ENTRANCE.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONSTRUCTING AND MAINTAINING STABILIZED CONSTRUCTION ENTRANCES WHEN ENTERING OR EXITING ONTO PUBLIC ROAD. THE
CONTRACTOR'S REPRESENTATIVE SHALL BE RESPONSIBLE FOR MODIFYING THE SYSTEM OR PROCEDURES AS NEEDED AND AS APPROVED BY THE OWNER.
(3) SANITARY WASTE:
ALL SANITARY WASTE WILL BE COLLECTED FROM PORTABLE UNITS BY A LICENSED SANITARY WASTE MANAGEMENT CONTRACTOR AS REQUIRED BY STATE REGULATION.
(4) FERTILIZERS AND PESTICIDES:
FERTILIZERS AND SOIL STERILIZERS WILL BE USED ON THIS PROJECT IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS AT THE DISCRETION OF THE CONTRACTOR WITH
COORDINATION OF THE OWNER.
(5) NON — STORMWATER DISCHARGE (INCLUDING SPILL REPORTING):
A. THE CONTRACTOR WILL PROVIDE THE DEVELOPER / APPLICANT WITH AN EROSION CONTROL PLAN THAT WILL INCLUDE SPILL REPORTING AND RESPONSE.
C
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JOB NO.
699 -271
6
SHT.
14
OF
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0
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0
ON
O
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B. APPROVED STATE, LOCAL PLANS, OR STORMWATER PERMITS:
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SEE ATTACHED PERMITS.
0
(6) STORAGE, APPLICATION, GENERATICN, AND MITIGATION OF TOXIC SUBSTANCES:
c
(A) ALL TOXIC SUBSTANCES ARE TO BE STORED, APPLIED, GENERATED, OR MITIGATED IN ACCORDANCE WITH THE CRITERIA OF THE APPROPRIATE REGULATORY AGENCIES.
DATE.
SIIIOS
NO.
�.
3. MAINTENANCE:
APP'D
BY
3
GENERAL
o
THE CONTRACTOR WILL BE RESPONSIBLE FOR MAINTENANCE AND REPAIRS OF EROSION AND SEDIMENT CONTROL DEVICES AND REMOVAL OF EROSION AND SEDIMENT CONTROL
3
DEVICES AFTER THE NOTICE OF TERMINATION,
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MAINTENANCE AND REPAIR REQUIRED FOR THE CONTROL AND ABATEMENT OF EROSION AND WATER POLLUTION SHALL BE INCLUDED IN THE COST OF PAY ITEMS FOR THIS
PROJECT.
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THE CONTRACTOR SHALL MAINTAIN RAIN GAUGES ON THE PROJECT SITE AND RECORD WEEKLY RAINFALL. ALL CONTROL MEASURES WILL BE MAINTAINED DAILY BY THE
0
CONTRACTOR.
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ALL MEASURES WILL BE MAINTAINED IN GOOD WORKING ORDER. IF A REPAIR IS NECESSARY, IT WILL BE INITIATED WITHIN 24 HOURS OF REPORT,
0
STRUCTURAL PRACTICES AND CONTROLS:
C)
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THE FOLLOWING PRACTICES WILL BE USED TO MAINTAIN EROSION AND SEDIMENT CONTROLS:
C)
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BUILT —UP SEDIMENT WILL BE REMOVED FROM SILT FENCE WHEN IT HAS REACHED ONE —THIRD THE HEIGHT OF THE FENCE.i
C
.: _
TEMPORARY AND PERMANENT SEEDING AND PLANTING WILL BE INSPECTED FOR BARE SPOTS, WASHOUTS, AND HEALTHY GROWTH.
STABILIZED CONSTRUCTION ENTRANCES SHALL BE MAINTAINED TO PREVENT CLOGGING OF ROCK BEDDING WHICH MAY IMPEDE THE USEFULNESS OF THE STRUCTURE.
E
4. INSPECTION:
_
THE CONTRACTOR'S DAILY INSPECTIONS REQUIRED FOR THE CONTROL AND ABATEMENT OF EROSION AND WATER POLLUTION SHALL BE INCLUDED IN THE COST OF THE PAY
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Q.
ITEMS FOR THIS PROJECT.
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ALL EROSION AND WATER POLLUTION ABATEMENT AND CONTROL MEASURES WILL BE INSPECTED DAILY BY THE CONTRACTOR.
THE CONTRACTOR SHALL USE THE CONSTRUCTION INSPECTION REPORT FORM (SEE ATTACHED) FOR DAILY INSPECTIONS.
°
5. TRACKING AND REPORTING: i"� "' .
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REQUIRED INSPECTIONS MUST OCCUR AT LEAST ONCE PER WEEK AND WITHIN 24 HOURS OF THE END OF A STORM EVENT THAT IS 0.50 INCHES OR GREATER. AN I 690 T • �yy •.'`
REPORTING FORM HAS BEEN PROVIDED TO THE OWNER /DEVELOPER. I' ,'+' +,
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THE CONTRACTOR SHALL SUBMIT A WEEKLY REPORT TO THE DEVELOPER / APPLICANT DOCUMENTING THE DAILY INSPECTIONS AND MAINTENANCE OR REPAIRS TO : t{E''1; *QSI0' I
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AND SEDIMENT CONTROL DEVICES.
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THE DEVELOPER / APPLICANT OR ITS REPRESENTATIVES SHALL MAINTAIN ALL REQUIRED RECORDS SUBMITTED BY THE CONTRACTOR AND COMPLETE ALL SWPPP
REPORT FORMS REQUIRED FOR THE NPDES PERMIT.
NS§E67/0� V
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PREPARATION OF THE CONTRACTOR'S WEEKLY REPORTS OF INSPECTIONS, MAINTENANCE AND REPAIRS, REQUIRED FOR THE CONTROL AND ABATEMENT OF EROSION'AN(�xNC�E(r.
PROJECT.
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POLLUTION, SHALL BE INCLUDED IN THE COST OF THE PAY ITEMS FOR THIS
A,fi �,"
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STORMWATER POLLUTION PREVENTION
PLAN AND CSWMP
�.,.. 425 C
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699 -271
6
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F.B. 8 PG.
DATE.
SIIIOS
NO.
DATE
REVISIONS
APP'D
BY