HomeMy WebLinkAboutBLDG PERMIT #9243 (Concurrency Docs.) L \
City of Cape Canaveral
Community Development Department -
P 0 Box 326
Cape Canaveral, FL 32920
phone: (321)868-1205/fax: (321)868-1247/e-maik .S.chapman@cityofcapecanaveral.org
Concurrency Evaluation Certificate - Final Statistics
Project Name: 6,LY?GI-4 frvA vo. co ),04L
Project Address: eigl9/ 457-ieoviwir alayp •
After all concurrency valuations have been completed' l
y the following evaluation will be
finalized and approved by the Planning & Development Director.
(This section to be completed by the City of Cape Canaveral,Planning&Development Director)
In analyzing the information appearing on this evaluation will the proposed project be
served in a concurrent manner by the following public facilities/services in accordance
with the.City of Cape Canaveral's adopted Level-of-Service-Standards?
Yes No
Roadways ✓/
Potable Water ✓
Sanitary Sewer
Solid Waste ✓
Recreation
Drainage V
SJRWMD
Comments:
Results of Concurrency Review
Approved Denied
This Certificate shall be valid according to the requirements of the City's Concurrency
Management System, as per the City of Cape Canaveral Code of • 'inances.egn
Certified and Approved by: Planning & Development Dire tor' ature
Date Approved: /67.3/ii(�/ 7
vioe
City of Cape Canaveral
Community Development Department
P O Box 326
Cape Canaveral, FL 32920
phone: (321)868-1205/fax: (321)868-1247/e-mail: S.chapman@cityofcapecanaveral.org
Concurrency Compliance Review Application
Date of Application: n']ciA '1 11)a()I' .
Project Name: CR WA j/L 0/141`'" �(
Project Address: 9J177) ,' $7 ,t'/ Jt ,3](p,
Owner:EX?RtM, G Applicant: /VI/JD 7 A J2 .L-J fl s
Address:l85 Pt/ f5&1 Address: 22oa Mq0Air s
0641,4 BEAL/4 GS wli /14. 4s• yL 32.111
Phone: 5z1 ,76-3-/t'48 Phone:3t-6 •2SD •
Fax: fax: $1.) —21610077- 3D0 f(
Legal Description: 47.m /1) L.
Construction Information: •
Type of Construction: New Construction: V Addition/Alteration:
Total #of Units at build-out:
Total # of Bedrooms per unit:
Total #of Bathrooms or Plumbing Fixtures at build-out: /0
Does the project represent a significant impact to the existing property?
Yes No / I do not know
Development Potential: A lig
Site Acreage: ` •
Type of Use: Residential Non-Residential Y
If Residential: Type of Residential Use:
Total #of Units at build-out:
If Non-Residential: Specific Uses: A>. 7,2/12,..
Proposed Square Footage: ` f 8,0
•
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LEGAL DESCRIPTION:
A PARCEL OF LAND SITUATE IN SECTION 15,, TOWNSHIP 24 SOUTH,
RANGE 37 EAST, THE CITY OF CAPE CANAVERAL, BRE:VARD COUNTY,
FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS;
COMMENCE AT THE INTERSECTION OF THE NORTH LINE OF THE SOUTH
3,316.80 FEET OF SAID SECTION 15 AND THE WEST RIGHT—OF—WAY
LINE OF STATE ROAD A1A, A 100.00 FOOT RIGHT—OF—WAY; THENCE
S. 37'22'24" E., ALONG SAID WEST RIGHT—OF—WAY LINE, FOR A
DISTANCE OF 1 ,2.55.12 FEET TO THE POINT OF BEGINNING; THENCE
CONTINUE S. 37'22'34" E., FOR A DISTANCE OF 452.06 FEET TO
A POINT OF CURVATURE OF A CURVE, CONCAVE WESTERLY HAVING A
RADIUS OF 25.00 FEET; THENCE SOUTHEASTERLY AND
SOUTHWESTERLY, ALONG THE ARC OF SAID CURVE AND THE NORTHERLY
RIGHT—OF—WAY LINE OF CENTRAL BOULEVARD, UNDEDICATED, HAVING
A WIDTH OF 100.00 FEET, THRU A CENTRAL ANGLE OF
100'00'12", FOR A DISTANCE OF 43.63 FEET; THENCE CONTINUE
ALONG SAID CENTRAL BOULEVARD RIGHT—OF--WAY, S. 62'37'48" W.,
FOR A DISTANCE OF 336.52 FEET TO A POINT OF CURVATURE OF
A CURVE, CONCAVE NORTHERLY, HAVING A RADIUS OF 561 .05;
THENCE SOUTHWESTERLY, ALONG THE ARC OF SAID CURVE, THRU A •
CENTRAL ANGLE OF 14'57'08", FOR A DISTANCE OF 146.42 FEET;
THENCE N. 37'22'24" W., FOR A DISTANCE OF 374.37 FEET;
THENCE N. 52'37'36" E., FOR A DISTANCE OF 500.00 FEET TO
THE POINT OF BEGINNING. CONTAINING 4.98 ACRES +— FNa
6USSFH
- UC:LLU ON U.S. HWY. 5L23 HLAUINO LAS
PROCEED SOUTH ON ASTRONAUT BLVD.
TURN RIGHT ON CENTRAL BLVD.
TURN RIGHT ONTO PROPERTY
/ / ._ ___
. r- 4 - ,
07.6 %
13.0 % M /
S 20.6 % 1 J 1 1 / DRAWING INDEX
100 % 4o ID SHEET TITLI
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CS COVER SHE
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- Geo JJ King Blvd C-1 EXISTING �(
-5,75,r—i- — ---- -
_.1 S I T E • - M,; /Central C-2 SITE LAYOU
Blvd C-3 SITE UTILITI
rb
T ,�G , = C-4 SITE DRAIN/
J _- `"Ep o C-5 SITE LANDS
z ± ;' Q111,- C-6 SITE DETAIL
QA ,,, L.ri C-6A POTABLE W
p� ,=-` �' ' �" C-7 SITE SECTIC
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a
LOCATION MAP A-100 ARCHITECT
N.T.S.
,<.._. >
From:Cape Canaveral Corn De. 321 868 1247 03'-/2012 13:06 #142 P.002/005
City of Cape Canaveral
Community Development Department
--P-0--Box--326--
Cape
-R-O-$ax- 26••Cape Canaveral, FL 32920
phone: (321)868-1205/fax: (321)868-1247/e-mail:S.chapman@cityofcapecanaveral.org
- •
Concurrency Evaluation Certificate - Roadways I0-31lavlaQrrta;@
The following Certificate must be completed and certified by: City of Cape Canaveral,
Public Works Department, 601 Thurm Boulevard, Cape Canaveral, FL 32920,
phone: (321)868-1240/fax: (321)868-1233
Project Name: )8X.4'/i 2/11/4‘/ /-bi/jFA,4
Project Address: / S7-f'DIiiAll T -
Co pE c/mO V Rd L_1 JAL.
• • (This section to be completed by Cuty of Cape Canaveral,•Public Works Department) • •
• 1. Characteristics of Primary Access Street: - •
Street.Name: R. Pt-1A - . . . .
• Traffic Count Station: .C�] L�µ�r --Tv
a Classification: 1V\k z y C\A-TEz 1\L-
• Responsible Entity: City County State •
• Current Peak Hour Traffic: 2 z-i Z S
• Current Level of Service Standards: Loc 1\
• Project Trips Generated at Build-Out: 2-7 1 s 3 pvf¢rkv)
• L.0.5. after Project Impact: Adopted L.0.5. +�
2. Summary of Impact on Roadway Network: - w(t, Ft f-hEU RM -r- 5T,..• A�.°
3, Comments: Raft-Ovz 11r.044=.v*_tkEA71 (zc t?)i.Nr. 8 Ctly
4. Approved ✓ Denied
I �iisro,' 1 �` , title PLIS t-Ze-r-c ,
hereby certify that the above is true and correct.
mac 8/L t Z.
• 5ignatur Date
(00 4,0)
A
Lassitansportation Group, Inc.
Engineering and Planning
SCA? ED
Ref: 3799.01
TECHNICAL MEMORANDUM 17/11COP
To: Dave Menzel, PE
From: R. Sans Lassiter, PE
Date: May 7, 2012
Subject: Beach Wave Complex—Traffic Impact Study
INTRODUCTION
Lassiter Transportation Group, Inc. (LTG)was retained by Extreme Fun, LLC to prepare a Traffic Impact Study
(TIS)for the proposed Beach Wave Complex project which will be located on the west side of Astronaut Boulevard
(SR A1A),just north of W. Central Boulevard in the City of Cape Canaveral. The project is anticipated to be built
out in 2012 and will consist of a 16,880 square foot specialty retail building and an 11,200 square foot pharmacy
with a drive-through. Access to the property will be provided via a full access driveway on Astronaut Boulevard
and an existing full access driveway on W. Central Boulevard. The project location relative to the surround
roadway network is depicted in Figure 1. A site plan prepared by mai Design Build is attached as Exhibit A.
The 5.0 acre property is currently developed with a Family Entertainment Business. The trips p.m. peak-hour
generated by the existing use will be credited against the trips generated by the proposed development in
determining the future impacts.
STUDY AREA
The study area consists of the intersection of Astronaut Boulevard/W. Central Boulevard and the two project
driveways.
EXISTING ROADWAY ANALAYSIS
P.M. peak-hour turning movements were conducted at the intersections of Astronaut Boulevard at W. Central
Boulevard and Astronaut Boulevard at Imperial Boulevard on March 22, 2012. The turning movement count data
is included in Exhibit B with the p.m. peak-hour traffic volumes depicted in Figure 2.
123 Live Oak Ave. • Daytona Beach, FL 32114 • Phone 386.257.2571 • Fax 386.257.6996
www.lassitertransportation.com
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Beach Wave Lassitransportation Group, Inc.
Roadway Network = — Engineering and Planning
A.B.
Complex
Project No.: 3799.01 Figure 1 123 Live Oak Avenue—Daytona Beach. Florida 32114
NTS Telephone: 386.257.2571 Fax: 386.257.6996 EB#0009227
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Beach Wave A Lassit �'ansportation Group, Inc.
Movements — — Engineering and Planning
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Complex ,,
Project No.: 3799.01 Figure 2 123 Live Oak Avenue-Daytona Beach,Florida 32114
NTS Telephone: 386.257.2571 Fax: 386.257.6996 EB#0009227
TECHNICAL MEMORANDUM
May 7, 2012
Page 4
TRIP GENERATION
The total trip generation for the development was determined using the trip generation rates contained in the
Institute of Transportation Engineers (ITE) 81h edition of the Trip Generation Manual. As indicated in Table 1 the
proposed development will generate 178 p.m. peak-hour trips.
Table 1
P.M. Peak-Hour Trip Generation — Proposed Use
Beach Wave Complex
Time ITE Trip Generation Size Total Percent Percent Trips Trips
Period Land Use Code Equation (ksf) Trips Enter Exit Enter Exit
P.M. Specialty Retail 814 T=2.40(X)+21.48 16.88 62 44% 56% 27 35
Peak- Pharmacy with
Hour Drive-Through 881 T=10.35(X) 11.2 116 50% 50% 58 58
Totals: 178 85 93
Source: 1TE, Trip Generation, 8"'Edition
The trip generation for the existing use of the 5.0 acre property as a Multipurpose Recreational Facility, which is
defined in the ITE Trip Generation Manual as a facility containing two or more of the following land uses combined
at one site: miniature golf, batting cages, video arcade, bumber boats, go-carts and golf driving ranges, was
determined using the trip generation rates contained in the ITE 8'h edition of the Trip Generation Manual. As
indicated in Table 2 the proposed development will generate 178 p.m. peak-hour trips.
Table 2
P.M. Peak-Hour Trip Generation — Existing Use
Beach Wave Complex
Time ITE Trip Generation Size Total Percent Percent Trips Trips
Period Land Use Code Equation (acres) Trips Enter Exit Enter Exit
P.M. Multipurpose
Peak- Recreational
Hour Facility 435 1=5.77(X) 5.0 30 50% 50% 15 15
Source: 1TE, Trip Generation, 8"Edition
The trips generated for the existing use were credited against the trips generated for the proposed use to
determine the total new net trips associated with the proposed development. As indicated in Table 3, the
proposed Beach Wave Complex will generate 148 new external p.m. peak-hour trips.
Table 3
Net New Peak-Hour Trips
Beach Wave Complex
P.M. Peak-Hour Trips
Total Enter Exit
Proposed
Use 178 85 93
Existing
Use 30 15 15
New Net
Trips 148 70 78
A
LassiteF-Transportation Group, Inc.
Engineering and Planning
TECHNICAL MEMORANDUM
May 7, 2012
Page 5
TRIP DISTRIBUTION
The process of determining the directional flow of traffic associated with a new development is called trip
distribution. The Central Florida Regional Planning Model, developed for use in forecasting future travel patterns,
was used to determine the trip distribution for this project. The process required editing the regional network to
add one traffic analysis zone (TAZ)to represent the location of the project and its general orientation to the
adjacent road network. The next step involved converting the land use data to socio-economic(S/E)data which
the model uses in trip generation and distribution. The model structure was then run which resulted in producing
trip productions and attractions(trip generation)which were then matched with complementary attractions and
productions according to statistically determined trip lengths by trip purpose. The model results were manually
modified to more accurately reflect the existing connection that the TAZ and associated land uses west of the
proposed project has to the roadway network. The resulting model distribution is depicted in Figure 3 with the
model plots (depicting the manual modification) included in Exhibit C.
TRIP ASSIGNMENT
The final step in the analysis was to assign the net new project traffic to the road network. Figure 4 graphically
depicts the p.m. peak-hour traffic assignment for the development.
SITE ACCESS EVALUATION
The 2012 build-out traffic volumes, which consist of existing and the Beach Wave project traffic, were assigned to
the driveways and study area intersection. Under build-out conditions, the proposed project will be accessible via
an existing driveway on W. Central Boulevard and a proposed driveway on Astronaut Boulevard, opposite Imperial
Boulevard.
TURN LANE ANALYSIS
Anticipated volumes for the build-out scenario at the proposed unrestricted access driveways on Astronaut
Boulevard and W Central Boulevard were compared against NCHRP Report 457 warrant criteria to determine the
need for turn lanes at each of the driveways.
A left-turn lane is already provided via the existing bi-directional center turn lane at the Astronaut Boulevard
entrance. A right-turn lane was found to be warranted at this driveway. A right-or left-turn lane was not warranted
at the existing driveway intersecting W. Central Boulevard. The NCHRP turn lane warrant analyses are attached
as Exhibit D. FDOT Standard Index No. 301 was utilized to determine that the required southbound right-turn
deceleration dimension at the project driveway and Astronaut Boulevard using the design speed of 50 mph is 240
feet.
Lassitansportation Group, Inc.
----------------
Engineering and Planning
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Lassit> ransportation Group, Inc.
Beach Wave A Project Distribution — —
Engineeringand Planning'S'Complex
Project No.: 3799.01 Figure 3 123 Live Oak Avenue—Daytona Beach,Florida 32114
NTSTelephone: 386.257.2571 Fax: 386.257.6996 EB#0009227
LEGEND:
\ce>4 ,. X+(X)=xx
�a
\NQe Total
Project Trips
<3b' Existing Traffic
U
��aa\\,'
'°� �C P.M. Peak-Hour Project
\�, ,r� > Traffic
��01,,, �`D`�s-� ENTER EXIT TOTAL
\`ti`' s>>. 70 78 148
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Beach Wave A Movements -- Engineering and Planning
Complex ' .
Project No.: 3799.01 Figure 4 123 Live Oak Avenue-Daytona Beach, Florida 32114
NTS Telephone: 386.257.2571 Fax: 386.257.6996 EB#0009227
TECHNICAL MEMORANDUM
May 7, 2012
Page 8
CONCLUSION
This study was conducted to evaluate the impact the proposed Beach Wave Complex would have on area
roadways in Brevard County. The results of the study are summarized below:
• The proposed Beach Wave Complex will replace an existing Multipurpose Recreational Facility and is
comprised of a 16,880 square foot specialty retail building and an 11,200 square foot pharmacy with a drive-
through. The proposed Beach Wave Complex will generate a total of 148 net p.m. peak-hour trips.
• Using NCHRP Report 457, a southbound right-turn lane at Astronaut Boulevard and the project driveway was
found to be warranted. Using the deceleration distance obtained from FDOT Standard Index No. 301, the turn
lane length should be 240 feet in length, including the taper.
• It is recommended that the existing median opening on W. Central Boulevard be widened approximately 20
feet on the eastern side of the project driveway to accommodate the left-out movement.
Attachments:
Exhibit A—Preliminary Site Plan
Exhibit B—Turning Movement Count Data
Exhibit C—CFRPM Model Distribution
Exhibit D—NCHRP Report 457 Warrant Study
I affirm, by affixing my signature and seal below, that the findings contained herein are, to my knowledge, accurate
and truthful and were developed using current procedures standard to the practice of professional engineering.
Name: R Sans Lassiter, P.E.
Signature:
Florida PE License No.: 34868
Date: Mav 7, 2012
4
Lassitransportation Group, Inc.
Engineering and Planning
APPENDICES
APPENDIX A
Preliminary Site Plan
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APPENDIX B
Turning Movement Counts
DE-TRAFFIC
PH.386-341-4186/FAX.386-740-9561
SR Al A AT WEST CENTRAL BLVD File Name : Al A at W Central
BREVARD COUNTY, FLORIDA Site Code : 00000001
Start Date : 3/22/2012
Page No : 1
Groups Printed-Automobiles-Commercial
SR A1A West Central Blvd SR A1A West Central Blvd
Southbound Westbound Northbound Eastbound
Start Time Left Thru Right App.Total Left_ Thru I Right App.Total _ Left Thru Right App.Total Left Thru Right_ App.Total Int.To
ll
Factor 1.0 1.0 1.0 1.0 1.0 f 1.0 1.0 1.0 1.0 1.0 1.0 1.0
04:00 PM 31 253 7 291 15 4 34 53 4 214 2 220 5 1 2 8 57
04:15 PM 34 273 8 315 13 3 37 53 9 249 2 260 8 3 5 16 644
04:30 PM 33 281 11 325 13 4 31 48 3 270 4 277 5 1 5 11 661
04:45 PM 27 258 11 296 11 4 24 39 6 259 5 270 4 2 4 10 615
Total 125 1065 37 1227 52 15 126 193 22 992 13 1027 22 7 16 45 2492
05:00 PM 34 247 12 293 12 3 34 49 4 236 4 244 5 1 2 8 594
05:15 PM 26 235 11 272 13 4 26 43 5 222 5 232 4 2 4 10 557
05:30 PM 32 226 9 267 15 6 22 43 2 192 4 198 2 2 5 9 517
05:45 PM 24 189 8 221 11 2 25 38 4 160 5 169 4 1 4 9 _ 437
Total 116 897 40 1053 51 15 107 173 15 810 18 8431 15 6 15 36 2105
Grand Total 241 1962 77 2280 103 30 233 366 37 1802 31 1870 37 13 31 81 4597
Apprch% 10.6 86.1 3.4 28.1 8.2 63.7 2.0 96.4 1.7 45.7 16.0 38.3
Total% 5.2 42.7 1.7 49.6 2.2 0.7 5.1 8.0 0.8 39.2 0.7 40.7 0.8 0.3 0.7 1.8
SR Al A West Central Blvd SR Al A West Central Blvd
Southbound Westbound Northbound Eastbound
Start Time Left I Thru 1 Right I App.Total Left I Thru I Right I App.Total Left I Thru I Right I App.Total Left I Thru I Right I App.Total Int.Totill
Peak Hour From 04:00 PM to 06:00 PM-Peak 1 of 1
Intersection 04:15 PM
Volume 128 1059 42 1229, 49 14 126 189 22 1014 15 1051 22 7 16 45 2514
Percent 10.4 86.2 3.4 25.9 7.4 66.7 2.1 96.5 1.4 48.9 15.6 35.6
04:30 Volume 33 281 11 325 13 4 31 48 3 270 4 277 5 1 5 11 661
Peak Factor 0.951
High Int. 04:30 PM 04:15 PM 04:30 PM 04:15 PM
Volume 33 281 11 325 13 3 37 53 3 270 4 277 8 3 5 16
Peak Factor 0.945 0.892 0.949 ; 0.703
DE-TRAFFIC
PH.386-341-4186/FAX.386-740-9561
SR A1A AT WEST CENTRAL BLVD File Name : A1A at W Central
BREVARD COUNTY, FLORIDA Site Code : 00000001
Start Date : 3/22/2012
Page No : 2
Groups Printed-Commercial
SR A1A West Central Blvd SR A1A West Central Blvd
Southbound Westbound Northbound Eastbound
Start Time Left Thru Right App.Total Left Thru Right App.Total Left Thru Right App.Total Left Thru Right App.Total Int.To
Factor 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 J 1.0 1.0
04:00 PM 0 7 0 7 1 0 2 3 0 13 0 13 0 0 0 0 2
04:15 PM 0 4 0 4 0 1 2 3 0 7 0 7 0 0 0 0 14
04:30 PM 0 5 0 5 0 0 0 0 0 9 0 9 0 0 0 0 14
04:45 PM 0 4 0 4 0 0 0 0 0 5 0 5 0 0 0 0 9
Total 0 20 0 20 1 1 4 6 0 34 0 34 0 0 0 0 60
05:00 PM 0 2 0 2 0 1 0 1 0 4 0 4 0 0 0 0 7
05:15 PM 0 4 0 4 0 0 0 0 0 6 0 6 0 0 0 0 10
05:30 PM 0 5 0 5 0 1 1 2 0 5 0 5 0 0 0 0 12
05:45 PM 0 2 0 2 0 0 1 1 0 4 0 4 0 0 0 0 7
Total 0 13 0 13 0 2 2 4 0 19 0 19 0 0 0 0 36
Grand Total 0 33 0 33 1 3 6 10 0 53 0 53 0 0 0 0 96
Apprch% 0.0 100.0 0.0 10.0 30.0 60.0 0.0 100.0 0.0 0.0 0.0 0.0
Total% 0.0 34.4 0.0 34.4 1.0 3.1 6.3 10.4 0.0 55.2 0.0 55.2 0.0 0.0 0.0 0.0
DE-TRAFFIC
PH.386-341-4186/FAX.386-740-9561
SR A1A AT WEST CENTRAL BLVD File Name : A1A at W Central
BREVARD COUNTY, FLORIDA Site Code : 00000001
Start Date : 3/22/2012
Page No : 3
Groups Printed-Peds
SR A1A West Central Blvd SR A1A West Central Blvd
Southbound Westbound Northbound Eastbound
Start Time Left Thru Right Peds App' Left Thru Right Peds Total Left Thru Right Peds App' Left Thru Right Peds App' lift,
Total Total Total Tot
Factor 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 i
1.0 I 1.0 1.0 1.0 1.0 1.0 1.0 1.0
04:45 PM 0 0 0 1 10 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1
Total 0 0 0 1 1 0 0 0 0 0I 0 0 0 0 0 0 0 0 0 OI 1
05:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 1
05:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 2 2 0 0 0 0 0 2
05:30 PM 0 0 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 2
Total 0 0 0 1 1 0 0 0 0 0 0 0 0 2 21 0 0 0 2 2l 5
Grand Total 0 0 0 2 2 0 0 0 0 0 0 0 0 2 2 0 0 0 2 2 6
Apprch% 0.0 0.0 0.0 100.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 100.0 0.0 0.0 0.0 100.0
Total% 0.0 0.0 0.0 33.3 33.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 33.3 33.3 0.0 0.0 0.0 33.3 33.3
•
DE-TRAFFIC
PH.386-341-4186/FAX.386-740-9561
SR A1A AT IMPERIAL BLVD File Name : A1A at Imperial
BREVARD COUNTY, FLORIDA Site Code : 00000002
Start Date : 3/22/2012
Page No : 1
Groups Printed-Automobiles-Commercial
SR A1A Imperial Boulevard SR A1A N/A
Southbound Westbound Northbound Eastbound
Start Time Left Thru ` Right App.Total Left Thru Right App.Total Left Thru Right App.Total Left Thru Right App.Total Int.To
il
Factor 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0
04:00 PM 6 0 0 6 1 0 7 8 0 0 1 1 0 0 0 0 AlliF
04:15 PM 1 0 0 1 1 0 14 15 0 0 0 0 0 0 0 0 16
04:30 PM 1 0 0 1 0 0 6 6 0 0 1 1 0 0 0 0 8
04:45 PM 2 0 0 2 1 0 11 12 0 0 0 0 0 0 0 0 14
Total 10 0 0 10 3 0 38 41 0 0 2 2 0 0 0 0 53
05:00 PM 2 0 0 2 0 0 16 16I 0 0 0 0 0 0 0 0 ' 18
05:15 PM 4 0 0 4 2 0 15 17 0 0 1 1 0 0 0 0 22
05:30 PM 2 0 0 2 0 0 12 12 0 0 1 1 0 0 0 0 15
05:45 PM 3 0 0 3 1 0 9 10 0 0 1 1 0 0 0 0 14
Total 11 0 0 11 3 0 52 55 1 0 0 3 3 0 0 0 0 69
Grand Total 21 0 0 21 6 0 90 96 0 0 5 5 0 0 0 0 122
Apprch% 100.0 0.0 0.0 6.3 0.0 93.8 0.0 0.0 100.0 0.0 0.0 0.0
Total% 17.2 0.0 0.0 17.2 4.9 0.0 73.8 78.7 0.0 0.0 4.1 4.1 i 0.0 0.0 0.0 0.0
SR A1A Imperial Boulevard SR A1A N/A
Southbound Westbound Northbound Eastbound
Start Time Left I Thru I Right App.Total Left I Thru I Right I App.Total Left I Thru I Right I App.Total Left I Thru I_ Right I App.Total Int.Tole
Peak Hour From 04:00 PM to 06:00 PM-Peak 1 of 1
Intersection 04:45 PM
Volume 10 0 0 10 3 0 54 57 0 0 2 2 0 0 0 0 69
Percent 100.0 0.0 0.0 5.3 0.0 94.7 0.0 0.0 100.0 0.0 0.0 0.0
05:15 Volume 4 0 0 4 2 0 15 17 0 0 1 1 0 0 0 0 22
Peak Factor 0.784
High Int. 05:15 PM 05:15 PM 05:15 PM 3:45:00 PM
Volume 4 0 0 42 0 15 17 0 0 1 1
Peak Factor 0.625 I 0.838 0.500
DE-TRAFFIC
PH.386-341-4186/FAX.386-740-9561
SR A1A AT IMPERIAL BLVD File Name : A1A at Imperial
BREVARD COUNTY, FLORIDA Site Code : 00000002
Start Date : 3/22/2012
Page No : 2
Groups Printed-Commercial
SR A1A Imperial Boulevard SR A1A N/A
Southbound Westbound Northbound Eastbound
Start Time Left Thru Right App.Total Left Thru Right App.Total Left Thru Right App.Total Left Thru Right App.Total Int.To
Factor 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0
04:00 PM 2 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0
04:15 PM 0 0 0 0 0 0 1 1 0 0 0 0 0 0 0 0 1
Total 2 0 0 21 0 0 1 11 0 0 0 01 0 0 0 0 l 3
05:30 PM 0 0 0 01 0 0 1 1i 0 0 0 01 0 0 0 01 1
Total 0 0 0 O l 0 0 1 1 i 0 0 0 0! 0 0 0 0 1 1
Grand Total 2 0 0 2 0 0 2 2 0 0 0 0 0 0 0 0 4
Apprch% 100.0 0.0 0.0 0.0 0.0 100.0 0.0 0.0 0.0 0.0 0.0 0.0
Total% 50.0 0.0 0.0 50.0 0.0 0.0 50.0 50.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
•
DE-TRAFFIC
PH.386-341-4186/FAX.386-740-9561
SR A1A AT IMPERIAL BLVD File Name : A1A at Imperial
BREVARD COUNTY, FLORIDA Site Code : 00000002
Start Date : 3/22/2012
Page No : 3
Groups Printed-Peds
SR A1A Imperial Boulevard SR A1A N/A
Southbound Westbound Northbound Eastbound
Start Time Left Thru Right Peds TotPal Left Thru Right Peds Total Left Thru Right Peds
TotApPa l Left Thru Right Peds
Total'gyp Tot
In
Factor 1.0 1.0 1.0 1.0 1.0 1.0. 1.0 1.0 1.0 1.0 - 1.0 1.0 1.0 1.0 1.0 1.0
04:45 PM 0 0 0 1 1 0 0 0 0 0I 0 0 0 1 1 0 0 0 0 0I 2
Total 0 0 0 1 1 0 0 0 0 0 0 0 0 1 1 0 0 0 0 0 2
05:00 PM 0 0 0 0 0 0 0 0 0 0 I 0 0 0 1 1 0 0 0 0 0 I 1
05:15 PM 0 0 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1
Total 0 0 0 1 1 0 0 0 0 01 0 0 0 1 1 0 0 0 0 01 2
Grand Total 0 0 0 2 2 0 0 0 0 0 0 0 0 2 2 j 0 0 0 0 0 4
Apprch% 0.0 0.0 0.0 100.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 100.0 0.0 0.0 0.0 0.0
Total% 0.0 0.0 0.0 50.0 50.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 50.0 50.0 0.0 0.0 0.0 0.0 0.0
•
Mb.
M
,-
KEA 1,
Zi 4a at
•
f
, lhiLailrbk_______''44 ', --.,
SR Al A NB Approach to West Central Blvd SR Al A SB Approach to West Central Blvd
yk I "'IV
r i� r _ .
/i/
m
West Central Blvd EB Approach to SR AlA West Central Blvd WB Approach to SRAIA
e id=121112=adl f f r Pictures of Locations Brevard County
www.de-traffic.com Project Page
299 Mcgregor Rd. DeLand,H. 32720 Telephone:(386)341.4186 Number: L2004-307 Number: 1
-me r-
"'71
SR Al ANB Approach to Imperial Blvd SR AlA SB Approach to Imperial Blvd
l
�` om
-mow any Nur
Imperial Blvd WB Approach to SR Al A
Cfizagiei==.C1 ffiC
Pictures of Locations Brevard County
www.de4raffie.com Project Page
Number: L2004-307 Number:
299 Mcgregor Rd. DeLand.FL 32720 Telephone:(386)341-4181,
• is
APPENDIX C
CFRMP Model Distribution
19 /
NNNN„,
h
1,9
17 18 0 0
f8 0 • 5
• 4 )
22
o
I, o
0 0 r
Relocate Centroid Connector a
0
from here
to here Noo
isttif
.p _ , r4 10 0
14 10
0
` o
0 ` •
0
\ 7
c .4�
N CFRMP Modified
Beach Wave ALassiter-Transportation Group, Inc.
Model Distribution == Engineering and Planning
.•'
Complex ,,
Project No.: 3799.01 Exhibit: C 123 Live Oak Avenue—Daytona Beach, Florida 32114
NTS Telephone: 386.257.2571 Fax: 386.257.6996 EB#0009227
� O
APPENDIX D
NCHRP Report 457 Warrant Study
Astronaut Boulevard at Project Drive
Figure 2 - 6. Guideline for determining the need for a major-road right-turn bay at a two-way stop-controlled intersection.
INPUT
Roadway geometry: n 4-lane roadway j
140
Variable Value
t
\ Adddd ±
righ
Major-road speed, mph: 45 t 120 -- -
Major-road volume(one direction), veh/h: 1268 >
- 100
Right-turn volume, veh/h: 29 d
E 80 -
OUTPUT 60
Variable Value t.3 40
Limiting right-turn volume,veh/h: 20
Guidance for determining the need for a major-road t 20
right-turn bay for a 4-lane roadway: tY 0
Add right-turn bay. 200 400 600 800 1000 1200 1400 1600
Major-Road Volume (one direction), veh/h
W.Central Boulevard at Project Driveway
Figure 2 - 5. Guideline for determining the need for a major-road left-turn bay at a two-way stop-controlled intersection.
2-lane roadway(English)
INPUT
Variable Value
85"'percentile speed.mph: .c 800
Percent of left-turns in advancing volume(VA), %: 13% > 700 - Left-tum treatment
Advancing volume(VA), veh/h: 52 warranted.
Opposing volume(V0),veh/h: 600
-- 500
a)
OUTPUT E 400 -
•
Variable Value o 300
Limiting advancing volume(VA),veh/h: 549 >
Guidance for determining the need for a major-road left-turn bay: 200 Left-turn
treatment not
Left-turn treatment NOT warranted. 0 100 waknted.
a 0
0 0 100 200 300 400 500 600 700
Advancing Volume(VA), veh/h
CALIBRATION CONSTANTS
Variable Value
Average time for making left-turn, s: it 3.0
Critical headway, s: 5.0
Average time for left-turn vehicle to clear the advancing lane,s: 1.9
•
W Central Boulevard at Project Drive
Figure 2 - 6. Guideline for determining the need for a major-road right-turn bay at a two-way stop-controlled intersection.
INPUT
Roadway geometry: ri 4-lane roadway
Variable Value 140
Add right-tum bav l
Major-road speed, mph: 25 t 120
Major-road volume(one direction). veh/h: 82
Right-turn volume, veh/h: 11 y 100
80
0
OUTPUT 60 — —
Variable Value 2 40 —
Limiting right-turn volume,veh/h: 6128396 :.
Guidance for determining the need for a major-road 20
right-turn bay for a 4-lane roadway: 0
Do NOT add right-turn bay. 200 400 600 800 1000 1200 1400 1600
Major-Road Volume(one direction), veh/h
C
imi
Apr. 12. 2012 8:45AM No. 6383 F.
■ From:Cape Canaveral Con Dev 321 868 1247 04/004112 15:49 #189 P.001/004
e ll
II
City of Cape Canaveral .
Community Development Department
P-0 80x326'
Cape Canaveral, FL 32920
phone: (321)868-1205/fax::(321)868-1247/e-mail: S.chapman@cityofcapecanaveral.org
The following Certificate must be completed and certified by:
City of Cocoa, Engineering Department
-f-- 600 School Street
gg� Cocoa, FL 32922
nc)►tve.e.VirV . Phone: 321
( )63-9--5fl6/Fax: (321)634--76-63---
133-87o/ Is -65'7o8
Project Name: AG .
Project Address: 6 nU�1//-ALJ r wb
(This section to be completed by:.City of Cocoa)
' • .•.• Is the site within'an existing service area? yes .+/ no _ ' .
• Current Reserved Capacity? 40 02,9c1
• Adopted Level-of-Service Standard: 11 p- 6 O p5%
• Maximum Usage (GPD): 4}50
.•. • Projected Level-of-Service After Impact: . /-11 - 60 /5%
-/
Application is approved:
Application is denied: .
i, ?e5”_ Ti.ainer title CdY3j_00e(I _ S'll pcYJ15( ' .
. Hereby certify that the above is true and correct.
'6110,4, AM/A) bate: 9 'JO !.L
Sig ,1 •
I
From:Cape Canaveral Com De. 321 868 1247 03' '/2012 13:06 #142 P.001 /005
City of Cape Canaveral
_ ommuriity Development-7eportrnent___ .._...- . _....• .
P 0 Box 326
•
Cape Canaveral, FL 32920
phone: (321)868-1205/fax: (321)868-1247/e-mail: S•Chapman@cityofcapecanaveral.org
Concurrency Evaluation Certificate - Sanitary Sewer
:The following Certificate must be completed and certified by: -
10-51-iQ VTa • . .06M-
City of Cape Canaveral, Public Works bepartment,
601 Thurm Boulevard,
Cape Canaveral, FL 32920,
phone: (321)868-1240/fax: .(321)868-1233
Project Name: 134_6/271 kVA 1/ _a)4//12, -
Project Address: 9&'/ 4.51-Rim/Aar 4/31, 1/0
(This section to be completed by City of Cape Canaveral,Public Works Department)
1. Is the site. within an existing service area? Yes �� No
• 2: Maximum sewer discharge of project: • At,e Ns
3. Average flow plus new construction reservation: NA
4. Design capacity: } + 73o0 ODD
5. Flow after project impact: rrn.rE. ,
6. Approved Denied
I, zjrr,2� , title % .N.) A
hereby certify that the above is true and correct.
_ 48 (../1
Sigma Se bate {{{{{{
CuA•42-W` P;lV kr-2 kr, Pa-Sr-,Loot.,
QtgQL�C2/►1��; �� t �� -J c.
ko, � ��rloa.t
IrJ n,. . 1 n 1 1 0 ✓[
_NI
MAR-28-2012 WED 03:22 PM SOI ID WASTE MANAGEMENT FAX NO, 3 6332038 P. 01/01
SOLID WASTE DEPARTMENT
CAPACITY RESERVATION CERTIFICATE
This certificate is issued for the purpose of verifying that adequate solid waste capacity Is available pursuant to Section
163.3202(2)(g), Florida Statutes,and the solid waste capacity is reserved for a specific time for the development of the
property as described in Section III of this certificate.
I. Unit of Government Issuing Certificate: BREVARD COUNTY, FLORIDA
IL Applicant/Owner Information
Owner FJ(femQ run LL,4. Applicant:,
Addressf 5 Ii/.i�'Q ci 15 Address: as 00 FrpnE _
l'.oflo - 13e ,F1-32g41 Mei bourn"f. ,t L 32901
Phone: (32i.)/63--18 '8 Phone: ( X1) SG 3-.0°I _
Fax: Fax: (S2-11151-N88
III. Legal Description and Development Proposal
Section i5 _ Township 045 Range 3lE Block Parcel Lot l3(1.O
Subdivision Zoning Classification C-J
Site Acreage .`t -
If Residential: Type of Residential
Number of Units _
If Non-Residential: Specific Uses _ Re4n.i I
Square Footage tixl 804
Capacity Reservation for Solid Waste:
The following solid waste capacity reserved for the period of time specified herein or until capacity
consumption begins. Failure to utilize the reserved capacity within the specified time frame shall require
a new concurrency evaluation. (}
/. 23 tons/year DEVELOPMENT ORDER c-in
Reservation Period: Beginning �-
Ending q
Affected Facility: BREVARD COUNTY I-ANDFI�L
Governmental Jurisdiction: Brevard County Solid Waste Department
2725 Judge Fran Jamieson Way, Suite A118
Viera, FL 32940 Phone: 321.633.2042 Fax: 321.633.2038
Capacity reservations for solid waste facilities are hereby certified for use by the applicant for the specified
reservation period by:
ii4teeti4Inrce611). - cks . Date: _at //0"
YTorres, Environmental Services
City of Cape Canaveral
Community Development Department
Cape Canaveral, FL 32920
phone: (321)868-1205/fax: (321)868-1247/e-mail: ,s.chapman@cityofcapecar,averal.org
Concurrency Evaluation Certificate - Recreation
The following Certificate must be completed and certified by:
City of Cape Canaveral, Recreation Department,
7300 N. Atlantic Avenue
Cape Canaveral, FL 32920,
phone: (321)868-1227
Project Name: p _ ' , , ja 1-
Project
-Project Address: gid./ /4s TROA/A J r IVA/b.
• Number of bedrooms per unit? AA'
• Total number of units at build-out? /1/ `
• Maximum population of project (if phased,calculate by phases):
•
(This section to be campkt/ed by City of Cape Canaveral,navnl,Recreation beportment)
Recreation Service Area: t • , -A
Existing L.O.S. in Service Area:
Adopted L..0.5. in Service Area:
Projected 1...0.5. after Impact: —
Comments: • i1 * e A ♦.. . eia-hu{r]
Appr ved: d berried:
I.c An MbrM l title i It Ai a - • ' A t-
here• certi at the above is true and correct.
,( 46.1•.
Sig r ' ! `t/ Date
ftpe
0
City of Cape Canaveral
Community_Development Department
P 0 Box 326
Cape Canaveral, FL 32920
phone: (321)868-1205/fax: (321)868-1247/e-mail: S.chapman@cityofcapecanaveral.org
Concurrency Evaluation Certificate
Drainage
The following Certificate must be completed and certified by a State of Florida
Registered Engineer.
Project Name: A G/ i V .43A
Project Address: 800/ AS?7e0AmL1 T 02W) •
GANAV ✓2/J1_� .
1. Does on-site st rmwater management facilities comply with the adopted
Level-of-Service-Standards? (Refer to City of Cape Canaveral
- • • , . Comprehensive Plan, Objectives D-1 & D-2).
2. This Certification is: Approved Denied
3. Comments: / J/4& /ER ,S1-N j/)(mfjl Nein /U AIN
77)4 pr /1411r,
I, 1!),4V1'd 13W1.6) ZE,1- T* , (title) AxiiiDEpr
hereby cer .fy that the above is true and correct.
kP *49401)
(Signature) (Date)
Engineer Seal:
04/09/2012 14:06 321722-5357 SJRWMD PALM BAY PAGE 01/01
110
From:Cape Canaveral Com Dev 321 668 1247 03/07/2012 13'02 # 139 P.001/004
em
City of Cape Canaveral 1 I`Z C 3e
.Comnunity.t avelopment-Department• - • . • .-- -
P 0 Sox 326
Cape Canaveral, FL 32920
phone; (321)866-1205/fax: (321)868-1247/e-moil; S.chapman@cltyafcapecanaverai.org
Concurreny E-valuation Certification
Wetlands
The following Certificate must be completed and certified by:
St. John River Wager Management District (SJRWMb)
C/O John :tulianna, District Supervisor
Fax: (321)722-5357
Project Horne: $$a4MAYA t W7p/-'4tX
Project Address: imp/ l •f "/ DJVt1„�' 1.Y�1
R'a GA AVAAM..-J PL.
Legal Description: ,_jlio1i b
(Include Map of site location)
(This seer son to be completed by SJRWMD) •
I Do you consider any of the property contained in the abov legal
description to be weticnds? Yes No
If yes, has the developer obtained a permit from SJRWMD?
Yes No.. /
2. This Certification is: Approved J Denied
3. Comments: Al?) t�>e 1-tr. 5 On .
I, 01,1 n 1 Li/ t1 CA , (title) �J "i'v jj''e V ,L%r-eetbY
hereby certify that the above is true and correct to the best of my
knowledge.
Signature Date:
City of Cape Canaveral
Community Development Department
P 0 Box 326
Cape Canaveral, FL 32920
phone: (321)868-1205/fax: (321)868-1247/e-mail: S.chapman@cityofcapecanaveral.org
Concurrency Evaluation Certificate
Waste Management
Waste Pro
Attn: Teg Oglesby, Representative
1455 Cox Road
Cocoa, FL 32926
phone: (321)837-0055/fax: (321)639-8968
Project Name: /3E409. PVAV,& 6)/79/0)... "
Project Address: B.66/./ A s 7.R0/W/a U t &L"1 .
G4pit C40,04ZRAL J -�
Waste Pro: Please refer to the attached "Concurrency Compliance Review
Application" for additional project information.
This correspondence is to advise you of forthcoming new development.
TX Result Report Q P
04/09/2012 15:50
Serial No. A0P2011016391
TC: 24340
Addressee Start Time Time Prints Result Note
94338708 04-09 15:48 00:01:32 004/004 OK
Note THR: Timer TX.ggPOL: Pollin ORG: Origginal Size Setting9 FME: Frame Erase TX.x
BND: Double-sidedaBindingA Direction, Sl P: SpeecialSoriginal.FFCODE..F-Codec RTX: Re-TX.
RLY: Relay MBX: Confidential. BUL: Bulletin. SIP: SIP Fax. IPADR: IP Address Fax.
I-FAX: Internet Fax
Result OK: Communication OK, S-OK: Stop Communication, PW-OFF: Power Switch OFF,
TEL: RX from TEL, NG: Other Error, Cont: Continue, No Ans: No Answer,
Refuse: Receipt Refused, Busy: Busy, M-Full:Memory Full,
LOVR:Receiving length Over, POVR:Receiving page Over, FIL:File Error,
DC:Decode Error, MDN:MDN Response Error, DSN:DSN Response Error.
City of Cape Canaveral
Community Development Department
P O i2 326'
Cape Canaveral, FL 32920
phone: (321)868-1205/fax: •(321)868-1247/e-mail: S.chapman ,cityofcapecanaverai.org
The following Certificate must be completed and certified by:
City of Cocoa, Engineering Department
7"rt-tn'. .---' 600 School Street
Cocoa, FL 32922
Phone: (32l)6 9- 569/Fax: (321)6 9_7663-
-13s-azo/ -1 753 -.65708
Project Name: , 5&4 , j/vAV.a esz> .191-
Project Address: 7 /4.T-yQ4//"/Azj_7-- �/�-
(This section to be completed by: City of Cocoa)
' Is the site within on existing service arca? yes no •
• Current Reserved Capacity?
• Adopted Level-of-Service Standard:
• Maximum Vsage (GPD):
• Projected Level-of-Service After Impact:
Application is approved:
Application is denied:
I• , title
Hereby certify that the above is true and correct.
• Date:
Signature
`✓ TX Result Report 0 P 1
03/07/2012 13:12
Serial No. A0P2011016391
TC: 19006
Addressee Start Time Time Prints Result Note
96397663 03-07 13:11 00:00:56 000/004 No Ans
Note TMR: Timer TX. POL: Polling ORG: Original Size Setting FME: Frame Erase TX.
NIX: Mixed Original TX. CALL: Manual TX. CSRC: CSRC. FWD: Forward. PC PC-Fax.
BND: Double-Sided Binding Direction. SSP: Special original. FCODE: F-code. RTX: Re-TX.
R Y: e a MBX: Confidential. BULB Bulletin. SIP: SIP Fax. IPADR: IP Address Fax.
I-FAX: Internet Fax
Result OK: Communication OK, S-OK: Stop Communication, PW-OFF: Power Switch OFF,
TEL: RX from TEL, NG: Other Error, Cont: Continue, No Ans: No Answer,
Refuse: Receipt Refused, Busy: Busy, M-Full:Memory Full,
LOVR:Receiving length Over, POVR:Receiving page Over, FIL:File Error,
DC:Decode Error, MDN:MDN Response Error, DSN:DSN Response Error.
City of Cape Canaveral
Community bevelopment Department
•- •a BOR.32.6.....
Cape Canaveral, FL 32920
phone: (321)868-1205/fax:•(321)868-1247/e-mail: S-chapmaneocityofcapecanaveral.org
The following Certificate must be completed and certified by:
City of Cocoa, Engineering Department
600 School Street
•
Cocoa, FL 32922
Phone: (321)639-7500/Fax: (321)639-7663
Project Name: Aa1072 (/V,Q1Aa.
Project Address: 86: 7 /S7-AC/A/Az.,'--- 11417)
_
(This section to be completed by: City of Cocoa)
' Is the site within an existing service area? yes no
• Current Reserved Capacity?
• Adopted Level-of-Service Standard:
• Maximum Usage (GPD):
• Projected Level-of-Service After Impact:
•
Application is approved:
Application is denied:
X, , title
. Hereby certify that the above is true and correct.
Date.:
Signature
TX Result Report V P 1
03/07/2012 13:03
Serial No. R0P2011016391
TC: 19001
Addressee Start Time Time Prints Result Note
97225357 03-07 13:02 00:00:50 004/004 OK
Note TMR: T}mer TX. POL: Polling ORG: Original Size Setting FME: Frame Erase TX.
MIZX: Mixed Original TX. CALL: Manual TX. CSRC: CSRC. FWD: Forward. PC: PC-Fax.
BND: Double-siddded Binding Direction. SP: Special original. FCODE: F-code. RTX: Re-TX.
RLY: Relay. M. Confidential. BUL: Bulletin. SIP: SIP Fax. IPADR: IP Address Fax.
I-FAX: Internet Fax
Result OK: Communication OK, S-OK: Stop Communication, PW-OFF: Power Switch OFF,
TEL: RX from TEL, NG: Other Error, Cont: Continue, No Ans: No Answer,
Refuse: Receipt Refused, Busy: Busy, M-Full:Memory Full,
LOUR:Receiving length Over, POUR:Receiving page Over, FIL:File Error,
DC:Decode Error, MDN:MDN Response Error, DSN:DSN Response Error.
City of Cape Canaveral
-Community Development-Depoet*nent
P O Box 326
Cape Canaveral, FL 32920
phone: (321)868-1205/fax: (321)868-1247/e-moil: S.chapman�cityofcapecanaveral.org
Cane urrency Evaluation Certification
Wetlands
The following Certificate must be completed and certified by:
St. John River Water Management District (SJRWMD)
C/O John Julianna, District Supervisor
Fax: (321)722-5357
Project Name.: ,&.AGl-?
Project Address: 1!)/ /AS y-Rp11.1...0 117- $2 VZ7
194e't= GAiv/1V.GRRG.I .
Legal Description: 4g17 Q '�L=
(Include Map of site location)
(TL,Ie section to be completed by 5J42WM11)) .
1. Do you consider- any of the property contained in the above legal
description to be wetlands? Yes ►Vo
If yes, has the developer obtained a permit from 5J12WMD?
Yes No
2. This Certification is: Approved Denied
3. Comments_
_• , (title) •
hereby certify that the above is true and correct to the best of my
knowledge.
Noe 1X Result Report P 1
03/07/2012 13:05
Serial No. AoP2o11016391
TC: 19002
Addressee Start Time Time Prints Result Note
96398968 03-07 13:04 00:00:51 004/004 OK
Note TMR: Timer TX.ggPOilL: Pollin ORB: original Size Settingg FME: Frame Erase PTXx.
BND: miuxxbylye-SiaedaBindinCADirectionl, SPe SpecialSoriginal.FormoeeDr-4.F-PC:code, RTX: Re-TX.
ZLFAXReIn9ernet:Faxnfidential, BUL: Bulletin. SIP: SIP Fax. IPADR: IP Address Fax.
Result OK: Communication OK, S-OK: Stop Communication, PW-OFF: Power Switch OFF,
TEL: RX from TEL, NG: Other Error, Cont: Continue, No Ans: No Answer,
Refuse: Receipt Refused, Busy: Busy, M-Full:Memory Full,
LOVR:Receiving length Over, POVR:Receiving page Over, FIL:File Error,
DC:Decode Error, MDN:MDN Response Error, DSN:DSN Response Error.
City of Cape Canaveral
___ .- .. . Common-it' revetopnrcnt lYtpartmeTTt---
P Co Box 326
Cape Canaveral, FL 32920
phone: (321)868-1205/fax: (321)868-1247/e-mall: S.chapmanMIcityofcapecanaveral_org
Concurrency evaluation Certificate
Waste Manooesment
Wastes Pro
Attn: -reg Oglesby, Representative
1455 Cox Road
Cocoa, FL 32926
phone: (321)837-0053/fox: (321)639-8968
Project Name: .SAG# Pt40••••" .. •
Gvi�'Y�/o2 JL��X
Project Address: 25.0:5/ !4S (./ fjz>_
GAP G/J.r1/4. 2,L1 -�
Waste Pro: Please refer to the attached "Concurrency Compliance Review
Application" for additional project information.
This correspondence is to advise you of forthcoming new development.
TX Result Report P 1
03/07/2012 13:06
Serial No. AOP2011016391
TC: 19003
Addressee Start Time Time Prints Result Note
98681233 03-07 13:06 00:00:54 005/005 OK
TMR: Timer TX. POL: Polling ORG: Original Size Setting FME: Frame Erase TX.
Note MIX: Mixed Original rx. CALL: Manual TX. CSRC: CSRC. FWD: Forward. PC: PC-Fax.
BMD: Double-Sided Binding Direction. SP: Special original. FCODE: F-code. RTX: Re-TX.
RLy: Relay MBX: Confidential. BUL: Bulletin. SIP: SIP Fax. IPADR: IP Address Fax.
I-FAX: Internet Fax
Result OK: Communication OK, S-OK: Stop Communication, PW-OFF: Power Switch OFF,
TEL: RX from TEL, NG: Other Error, Cont: Continue, No Ans: No Answer,
Refuse: Receipt Refused, Busy: BUSY, M-Full:Memory Full,
LOUR:Receiving length Over, POUR:Receiving page Over, FIL:File Error,
DC:Decode Error, MON:MON Response Error, DSN:DSN Response Error.
City of Cape Canaveral
Community beveiopment , p ..trttettt
P O Box 326
Cape Canaveral, FL 32920
phone: (321)868-1205/fax: (321)868-1247/e-mail: 5_chapmanCbcltyofcapecanaveral.org
Concurrent, Evaluation Certificate - Sanitary Sewer
The. following Certificate must be completed and certified by:
City of Cape Canaveral, Public Works aepar-tment,
601 Thurrn Boulevard,
Cape Canaveral, FL 32920,
phone: (321)868-1240/fax: (321)868-1233
Project Name: 14.+�7/2G f/i.'
Project Address: ,Ff5Of
��✓4�L G✓J•v.4 •
(This section to loft songpistad by City of Copet Conaysral Public Works tfsportmsnt)
1. Is the site within an existing service area? Yes No
2: Maximum sewer discharge of project: •
3_ Average flow plus new construction reservation:
4. benign capacity:
5_ Flow after project impact:
6. Approved _ Denied
, title
hereby certify that the above is true and correct.
Signature Date.
TX Result Report .,,J P 1
03/07/2012 13:08
Serial No. A0P2011016391
TC: 19004
Addressee Start Time Time Prints Result Note
96332038 03-07 13:08 00:00:42 004/004 OK
TMR: Timer TX. POL: Polling ORO: Original Size Setting FME: Frame Ease TX.
Note MIX: Mixed Original TX. CALL: Manual TX, CSRC: CSRC. FWD: r
Forward. PC: PC-Fax.
BND: Double-Sided Binding Direction. SP: Special original. FCODE: F-code. RTX: Re-TX.
RLY: Relay. MBX: Confidential. BUL: Bulletin. SIP: SIP Fax. IPADR: IP Address Fax.
I-FAX: Internet Fax
Result OK: Communication OK, S-OK: Stop Communication, PW-OFF: Power Switch OFF,
TEL: RX from TEL, NG: Other Error, Cont: Continue, No Ans: No Answer,
Refuse: Receipt Refused, Busy: Busy, M-Full:Memory Full,
LOVR:Receiving length Over, POVR:Receiving page Over, FIL:File Error,
DC:Decode Error, MDN:MDN Response Error, DSN:DSN Response Error.
City of Cape Canaveral
Community Development Department
_p_0-Box 326 -.. -.... ..-
Cape Canaveral, FL 32920
phone: (321)868-1205/fax: (321)868-1247/e-mail: .5.chapman@cityofcapecanaveral.org
Concurrency Evaluation Certificate
Solid Wast*
The following Certificate must be completed and'certified by:
Brevard County - Solid Waste Division
2725 Judge Fran Jamieson Rood
Vivra, FL 32940
phone: (321)633-2042/fax: (321)633-2038
Project Name: , ' 1--> 1414
Project Address: BSO/ /4-S7//O)V/4Ll7"
G /c.L
(Thio soot-ion to ba oornplatad by Brewrd County solid W..te)
- Solid Waste Facility Affected:
- Current Reserved Capacity:
Adopted Level-of-Service Standard:
- Maximum Volume:
Projected Level-of-Service After Impact:
Application is: Approved Denied
I. , title
hereby certify that the above is true and correct.
Signature Date