HomeMy WebLinkAboutR-2021-060 Brauser Maimonides Academy Site Plan (SP-38-08MOD2), Variances (VA-005-20, VA-006-20), Special Exception (SE-008-20), Public Art Waiver (OT-024-21) AMENDED 4-27-21RESOLUTION NO.2021-060
AMENDED
A RESOLUTION OF THE CITY COMMISSION OF THE CITY OF DANIA
BEACH, FLORIDA, APPROVING THE FOLLOWING REQUESTS FOR
SITE PLAN (SP-38-08MOD2), TWO VARIANCES (VA-005-20 AND VA-
006-20), AND SPECIAL EXCEPTION (SE-008-20) APPROVAL, AS
SUBMITTED BY BRAUSER MAIMONIDES ACADEMY, FOR THE
PROPERTY LOCATED AT 5300 SW 40 AVENUE, WITHIN THE CITY OF
DANIA BEACH, FLORIDA, AS LEGALLY DESCRIBED IN EXHIBIT "A"
("PROPERTY"), A COPY OF WHICH IS ATTACHED TO THIS
RESOLUTION; PROVIDING FOR CONDITIONS; PROVIDING FOR
CONFLICTS; FURTHER, PROVIDING FOR AN EFFECTIVE DATE.
WHEREAS, the City of Dania Beach's Code of Ordinances, Chapter 28, entitled "Land
Development Code" ("LDC"), Part 6, entitled "Development Review Procedures and
Requirements," at Article 635, entitled "Site Plans," provides that site plan approval by the City
Commission is required as a condition to the issuance of a building permit; and
WHEREAS, Brauser Maimonides Academy ("Applicant") is requesting site plan (SP-38-
08MOD 2) approval to permit the expansion of a private school on the property located at 5300
SW 40t' Avenue ("Property"); and
WHEREAS, the LDC, at Part 2, entitled "Site Development Regulations," Article 235
entitled "Walls, fences, and Hedges, at Section 235-30, entitled "Requirements for placement
within required yards", permits walls in the front yard not to exceed four (4) feet in the RS zoning
district, or six (6) feet in other zoning districts; and
WHEREAS, the northern portion of the Property is zoned RM-1, and the southern portion
of the property is zoned RS-6000. The Applicant has requested a variance (VA-005-20) to install
an eight (8) foot masonry wall along the length of the front yard of the Property, along the western
property line; and
WHEREAS, the LDC, at Part 2 entitled "Site Development Regulations," Article 205,
entitled "Tabular Summary Of Site Development Standards For All Zoning Districts", at Section
205-10, entitled "Schedule of lot, yard and bulk regulations", permits structures in the RS-6000
zoning district to a maximum building height of two stories or 25 feet measured by the vertical
distance from the building slab to the tie beam of the top story; and
WHEREAS, the Applicant has requested a variance (VA-006-20) to authorize a two-story
structure, with a maximum height of 28 feet (3 additional feet than authorized under the district
regulations) from the building slab to the tie beam of the top story on the portion of the Property
zoned RS-6000; and
WHEREAS, The LDC at Part 6, Article 625, entitled "Variances," at Section 625-40,
entitled "Variance review criteria; city action", provides that the City Commission may grant a
variance based on its determination that the Applicant has demonstrated that the necessary criteria
identified in the LDC have been satisfied; and
WHEREAS, the LDC at Part 1, of LDC, entitled "Use Regulations for Residential and
Open Space Zoning Districts," Article 105 entitled "Use Regulations For Residential And Open
Space Zoning Districts", at Section 105-20, entitled "List of residential and open space districts
permitted, special exception and prohibited uses" permits the academic school use as a special
exception in the RM-1 and RS-6000 zoning districts; and
WHEREAS, the Applicant has requested a special exception to allow the private school
use in order to build a Pre-K, elementary and secondary school (SE-008-20); and
WHEREAS, the LDC at Part 6, Article 630, entitled "Special Exception Uses," at Section
630-50, entitled "Special exception use review standards; application disposition", provides that
the City Commission may grant a special exception based on its determination that the Applicant
has demonstrated that the necessary criteria identified in the LDC have been satisfied; and
WHEREAS, the Applicant is requesting approval of the proposed site plan (SP-38-
08MOD2), two variances (VA-005-20 andVA-006-20), a special exception (SE-008-20), and
public art waiver (OT-024-21) requests; and
WHEREAS, the City Commission conducted a duly noticed public hearing in accordance
with Chapter 28, Part 6 of the LDC, Article 610, entitled "Public Hearing Notices"; and
WHEREAS, the City Commission finds that the approval of the proposed site plan (SP-
38-08MOD2), two variances (VA-005-20 and VA-006-20), and special exception (SE-008-20)
will protect the public health, safety, and welfare of the residents of the City, and furthers the
purpose, goals, objectives and policies of the Comprehensive Plan;
NOW, THEREFORE, BE IT RESOLVED BY THE CITY COMMISSION OF THE
CITY OF DANIA BEACH, FLORIDA:
Section 1. That the foregoing "WHEREAS" clauses are ratified and confirmed as
being true and correct, and they are made a specific part of this Resolution.
2 RESOLUTION #2021-060
AMENDED 4/27/2021
Section 2. That the City's staff report (SP-38-08MOD2/VA-005-20/VA-006-20/SE-
008-20/OT-024-21) is ratified and confirmed as being true and correct and is made a specific part
of the Resolution as finding of fact.
Section 3. That pursuant to LDC, Part 6, Article 635 entitled "Site Plans", the
following site plan, attached as Exhibit "B," which is made a part of and incorporated into this
Resolution by reference, is approved.
Section 4. That pursuant to the LDC, Part 6 of the LDC, Article 625, entitled
"Variance", the following variance applications are approved consistent with the site plan provided
in Exhibit "B": variance (VA-005-20) and variance (VA-006-20).
Section 5. That pursuant to LDC, Part 6 of the LDC, Article 630, entitled "Special
Exception Uses", the special exception application (SE-008-20) is approved consistent with the
site plan provided in Exhibit `B".
Section 6. That pursuant to Chapter 28, entitled, "Land Development Regulations",
Part 6, entitled, "Development Review Procedures and Requirements", the site plan (SP-38-
08MOD2), is approved with the following conditions of approval:
1. Identify ROW lines, dimensions and grading on the Project/Property. (Engineering)
2. Show sight -visibility triangle of 25' at all proposed driveways and/or ingress -egress.
Missing at entrances/driveways on driveways and FDOT Index 546 on all ROW, showing
minimum distances as per speed within Passenger Vehicle/SU Vehicle/ Combination
Vehicle Tables. e.g. Number of lanes — Divided -Undivided — and ways, flared, etc.
(Engineering)
3. Any road cuts for utilities, curb cuts and/or others with the City ROW shall be restored to
full lane width for 50' minimum length centered on the proposed cut. (Engineering)
4. Provide Maintenance of Traffic (MOT) Plan by a licensed General Contractor/Professional
Engineer in the State of Florida (If applicable). (Engineering)
5. In accordance with City Code of Ordinances in Article 415. SIDEWALKS AND
SWALES, Owner is responsible for the construction of sidewalks / swales within the road
ROW when buildings are constructed or substantially improved. - Provide the following
civil engineering drawings, signed and sealed by a Florida registered professional Civil
Engineer. (Engineering)
6. A Preliminary Conceptual Paving, Grading and Drainage Plan was provided. Please
provide a complete PGD Plan including sizes and dimensions of all storm -water
3 RESOLUTION #2021-060
AMENDED 4/27/2021
infrastructures. Please be advised that all storm drains shall be constructed with RCP and/or
approved equivalent piping in the City ROW. Provide table of conflict points between
utilities. Provide Drainage Structures Tables. E.g. Different FFE, verify unidentified
drainage well, clarify roof drainage connections. See Mark -Ups. (Engineering)
7. Provide an on -site drainage system plan along with storm -water management calculations
(signed, sealed and dated by a registered professional engineer) including geotechnical
information supporting the proposed drainage design.. The calculations shall show how
the minimum crown of the road and finished floor elevations are met, and how the 25-year,
3 day storm event is maintained on site with zero discharge to the ROW and adjacent
properties. The site must store at least the 25 year, 3 day event onsite with NO
EXCEPTIONS. Provide a copy of pre -and-post development storm -water management
and drainage calculations. The City specifically needs the following information: 5 Year,
10-year, 25-year, and 100, year 1, 24- hour and 72-hour flood stage elevations
respectively. Showing Lowest minimum Inlet Elevation, Parking Lot Minimum Design
Elevation, Crown of Road Elevation, Minimum Berm Elevation, FFE including 100 Year
Flood Map. Storm -water quality design shall be provided in the amount of 2.5 inches times
the percent impervious or the first 1 inch of rainfall over the entire site whichever is greater.
Be advised that the applicant shall not be authorized to connect the on -site drainage system
to those within the public ROW of FDOT, BCHCED, and/or the City. Provide
authorization as appropriate from FDOT, BCHCED, and/or the City for the existing and
proposed connections between the on -site drainage system and public ROW. Clarify
existing drainage system connection to any basin or any existing offsite drainage system.
Provide copies of Broward County 100 Year Elevations and FEMA Flood Designations
maps. (Engineering)
8. Identify and describe location of building(s) roof drains, and their proposed connection(s)
to the onsite drainage system. Please provide Florida Department of Environmental
Protection's Permit. (Engineering)
9. A preliminary conceptual proposed water and sewer -utilities —plan was provided. Please,
provide a complete Utilities Plan indicating all water and sewer appurtenances including
but not limited to point of connection to the existing system, cleanout, water meter, check
valve, etc. See mark ups. (Engineering)
10. Provide utility piping conflict details plan, along with documentation to demonstrate
acceptability of the separation between water, sanitary, storm -water service lines, etc.
(Engineering)
11. Show also all existing and proposed utilities on the landscaping plans for potential
conflicts. (Engineering)
12. Please Provide a Complete Pavement, Marking and Signage Plan with details.
(Engineering)
4 RESOLUTION #2021-060
AMENDED 4/27/2021
13. Provide ADA parking, access / driveway, and sidewalks /ramps including dimensions in
accordance with Chapter 553 of the Florida Statutes. "Accessibility of Handicapped
Persons" and latest edition of "Accessibility Requirements Manual" by Department of
Community Affairs, Florida Board Building Codes and Standards, and'in accordance with
Americans with Disability Act (ADA). Be advised that ADA van accessibility for
structured parking garages (including automated parking) shall be provided as appropriate
and consider the taller specialized ADA vehicles. (Engineering)
14. Contractor shall provide, before issuance of C.O., to the FOR and City of Dania Beach" a
CD with a full As -Built drawings of the project giving horizontal and vertical dimensions
of all the Utilities connections signed and sealed by a registered surveyor. (Engineering)
15. Provide drawing file (dwg or dgn) disk of the approved site plan in Florida State Plane
Coordinate (NAD 83). This should be addressed as part of the final submittal.
(Engineering)
16. Provide regulatory agencies' approval documentation ( Florida Department of
Environmental protection, BC PDMD - Transportation Concurrency Satisfaction
Certificate, - Environmental Review Approval Certificate, BC HD — General Permit for
Water Extension, BC EEPD- Environmental Resource Permit - Surface Water
Management - License for Installation of Wastewater Collection/Transmission System, BC
WWED -Utility Connection Permit -, BC Aviation Department, FAA, BC Planning
Council, BC Asbestos Program Certificate of Submittal, etc.), including Utility / ROW/
Drainage Connection and Access Driveway permits from FDOT, BC and City prior to
issuance of the Building Permit as applicable. (Engineering)
17. The school shall provide traffic control personnel during the peak times of operation to
assist with guiding traffic in and out the site safely. School shall ensure that personnel at
the entrance to the north access point keep the traffic flowing on SW 40th Avenue as they
are entering the site and discourage any vehicle traveling southbound on SW 40th Avenue
attempting to turn eastbound or left onto the site. (Traffic Engineering)
18. The school should provide guidelines to the parents picking up and dropping off students
at the school, including periodic reminders. The guidelines should include specific
instructions as to how to use the northern and southern access points to this site.
Specifically, the school will only be accessed from the south side of SW 40th Avenue at
the northern driveway, adding that any left turns onto the site will not be allowed. (Traffic
Engineering)
19. Add visual cues (i.e. traffic cones) to indicate that the southern access is not open to school
traffic during peak times. Only allow for emergency access during peak times if needed.
(Traffic Engineering)
20. If feasible, the school should consider modifying the dismissal periods from the currently
established times for 3 :15 pm and 4:25 pm to a time that wouldn't conflict with the regular
5 RESOLUTION #2021-060
AMENDED 4/27/2021
afternoon peak hour for traffic typically travelling on SW 40th Avenue, from 4 pm to 6
pm. (Traffic Engineering)
21. As a condition of approval, the applicant should provide a traffic engineering report to
confirm the assumptions made on the traffic study. The report should be based on actual
findings after conducting an evaluation of the traffic operations plan for this site six months
after the school has been fully operational. The applicant should provide a report to the city
with a full description of what has been evaluated, including conclusions and
recommendations. If traffic operational deficiencies are detected as a result of the
evaluation, the applicant should provide mitigation measures. A second follow-up report
should be provided to the city after a year of the site being fully operational, or six months
after the first evaluation, following the same format as the initial report. (Traffic
Engineering)
22. Proposed project requires the installation of a fire sprinkler system without a fire pump.
(Fire)
23. The fire protection level of service requirement for the project site as per the design
profession of record is: N/AGPM at 20 PSI residual pressure in the public water supply
system for non -fire sprinkler (hydrant) fire protection requirements, and 1132 GPM at 75
PSI residual pressure in the public water supply system for the fire sprinkler system. (Fire)
24. The proposed number and location of fire hydrants is acceptable for this project. (Fire)
25. Per Article 811, new development and redevelopment in non-residential, mixed -use and
multi -family zoning districts valued at $1 Million dollars or more shall provide fee for the
creation, acquisition and installation of public art in the city.
a. Pay In -Lieu Public Art Fee: Pay one-half of one percent (0.5%) of the cost of the
proposed development project, as an "in -lieu" public art fee, with a minimum
payment of $5,000 and a maximum payment of $250,000; or
b. Combination of In -Lieu Public Art Fee and Placement of Art on Site: Placement of
art on the site of the development project, which shall have a minimum value of
one -quarter of one percent (0.25%) of the cost of the proposed development project
combined along with a one -quarter of one percent (0.25%) payment of an "in -lieu"
public art fee. The owner shall provide documentation to the City that the art fee
has been deposited into an escrow account for said purpose prior to the issuance of
a building permit. Prior to placement on the development site, the art must be
approved by the Community Services Director or designed and conform to the
adopted public art guidelines.
Section 7. That pursuant to LDC Section 635-100 "Expiration of Site Plans", the site
plan (SP-38-08MOD) shall automatically expire and become null and void unless the Applicant
files a complete building permit application with construction drawings for the improvements
shown on the site plan, within eighteen (18) months from the date of this Resolution.
6 RESOLUTION 42021-060
AMENDED 4/27/2021
Section 8. That the issuance of a development permit by a municipality does not in any
way create any right on the part of an Applicant to obtain a permit from a state or federal agency,
and does not create any liability on the part of the municipality for issuance of the permit if the
Applicant fails to obtain requisite approvals or does not fulfill the obligations imposed by a state
or federal agency, or undertakes actions that result in a violation of state or federal law.
Section 9. That all resolutions or parts of resolutions in conflict with this Resolution
are repealed to the extent of such conflict.
Section 10. That this Resolution shall be in force and take effect immediately upon its
passage and adoption.
PASSED AND ADOPTED on April 27, 2021.
ATTEST:
THOMAS SCHNEIDER, CMC AMARA DAMES
CITY CLERK �.,� 1�Oa MAYOR
etISHE�
APPROVED ASA BORM AND CORRECTNESS:
THOMAS J:' SBRO
CITY ATTOPNEY
7 RESOLUTION #2021-060
AMENDED 4/27/2021
EXHIBIT "A"
LEGAL DESCRIPTION
A PORTION OF TRACTS 11 AND, 12, BLOCK 2, SECTION 31, TOWNSHIP 50 SOUTH,
RANGE 42 EAST, OF THE "PLAT OF SEC'S. 28, 29, 31, AND 32", AS RECORDED IN THE
PLAT BOOK 2, OF THE PUBLIC RECORDS OF DADE COUNTY, FLORIDA, AND ALL OF
TRACT "A", MAIMONIDES DAY SCHOOL CAMPUS, ACCORDING TO THE PLAT
THEREOF, AS RECORDED IN PLAT BOOK 160, PAGE 45, OF THE PUBLIC RECORDS OF
BROWARD COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS
FOLLOWS:
BEGINNING AT THE SOUTHWEST CORNER OF TRACT "A", MAIMONIDES DAY
SCHOOL CAMPUS, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT
BOOK 160, PAGE 45, OF THE PUBLIC RECORDS OF BROWARD COUNTY, FLORIDA;
THENCE NORTH 07036'37" EAST, ALONG THE WEST LINE OF SAID TRACT "A" AND
THE NORTHERLY PROJECTION THEREOF, AND ALONG THE EAST RIGHT-OF-WAY
OF S.W. 40th AVENUE, A DISTANCE OF 453.57 FEET; THENCE NORTH 88°26'05" EAST,
A DISTANCE OF 653.22 FEET; THENCE SOUTH 06°10'33" WEST, A DISTANCE OF 451.88
FEET TO THE SOUTHEAST CORNER OF SAID TRACT "A", MAIMONIDES DAY
SCHOOL CAMPUS; THENCE SOUTH 88' 26'05" WEST, ALONG SAID SOUTH LINE OF
SAID TRACT "A", A DISTANCE OF 664.68 FEET TO THE SOUTHWEST CORNER OF
TRACT "A", AND THE POINT OF BEGINNING OF THIS DESCRIPTION.
SAID LANDS SITUATE, LYING, AND BEING IN THE CITY OF DANIA BEACH,
BROWARD COUNTY, FLORIDA AND CONTAINING 295,056 SQUARE FEET OR 6.7736
ACRES MORE OR LESS.
8 RESOLUTION #2021-060
AMENDED 4/27/2021
EXHIBIT `B"
SITE PLAN
RESOLUTION #2021-060
AMENDED 4/27/2021
B R A U S E R M A I M O N I D E S
D A N I A B E A C H
PROJECTADDRESS:
5300 SW 40TH AVE
FT LAUDERDALE, FL 33314
FOLIO# : 5042-31-26-0010
APPLICANT:
BRAUSER MAIMONIDES ACADEMY
5300 SW 40TH AVE
FT LAUDERDALE, FL 33314
DATE: FEBRUARY 2021
SUBMITTAL: SITE PLAN SET
CIVICA PROJECT* 190117
C I V I C A
ARCHITECTURE AND URBAN DESIGN
ARCHITECT:
8323 NW 12TH ST
SUITE 106
DORAL, FL 33126
PH. 305.593.9959
EX. 305.593.9655
LANDSCAPE ARCHITECT:
DSBoca
Isabelle Alarie, ((RLA, ASLA))
2300 Corporate Blvd NW, Suite 214
Boca Raton, FL 33431
office: 561-955-8623
email: isabelle@dsboca.com
website: www. s oca.corn
ENGINEERING:
CIVIL AND FORENSIC ENGINEERS LAND PLANNERS
CONSIRUCTIGN MANAGERS
FLORIDA RECISIRSIRA RIXJ No. 9118
699 Stirling Road, Suite C-202Phone: 954 986-9B99
art Lauderdale, Florida 33312 Fax: 954 986-6655
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ACCESS
STANDARD VEHICLE ACCESS �N
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TYPICAL FENCE DETAIL
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CIVICA
8923 NW ,ltll St Sub toe
Dorrl. FL W""
tN: JDlSBJ.S959
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PROJECT`.
BRAUSER MAIMONIDES
ACADEMY
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BRAUSER MAIMONIDES
ACADEMY
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CIVICA PROJECT No:
19nll7
SITE PLAN REVIEW
DATE ae
Ser. AFIL oeY.
OJAO/10IIt AS 4mM
SEAL/NGNATVRE
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I—T PROPOSED
SITE
DETAILS
NUA QP_F
RESIDENTIAL 151E
ID' LANDSOAFIE
cut
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ENSTINS WwlRETE
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FIELD
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REMAIN j
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FROFO5ED TREES ALONG ilff SOVM PROPERTY LINE TO BE FIELD
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JANUARY 16,2020
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PHASE 1 - PERSPECTIVES
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OPEN AREAS AND PLAYCOURTS GYMANISUM - STAGE AND R
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3Q5.5.m
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PROJECT:
BRAUSER MAIMONIDES
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190117
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SITE PLAN REVIEW
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EXISTING BLDG 2 NEW COUM-YARD
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PHASE I - FIRST FLOOR a�P
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EXISTING BLDG 1 EXISTING BLDG 3
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FIRST FLOOR
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EXISTING GYMNASIUM / CLASSROOM B
EXISTING BLDG 1 EXISTING BLDG 3
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FLOOD ZONE I +I
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ACCURATE LAND SURVEYORS. INC.
.ca
...
WOW:.
�• .'xt '.
palm
oeof
p aimalY'li
...
, ,M1,♦
909
911
111
palmam
c
�/.
.6
tree
'4
911
19
1
1
W In
Wln
O B 1
915
911
1
1
palm
911
911
1
palm
LEGENO OF
919
920
921
.B
1
1
boalack ollve
k
SEET DRESS:
922
1
k
venue, 0ama 4xn, ibnaa 33314
9z1
1
k
L„GAl DESCRIPTION:
925
9262
1
oak
r9aY
v ktM MOx g50AVHx0oL GMpIK TvO acwdnglo lne watrnnma as remmetlm
pkt l6 nee 116a[MPubcxecwtlsaerwnticwnN ilw tla
21
9"2
929
2
r 9any
r 9any
NOTES:
930
93l
932
6
1
1
1
Pill-
l w� y easemems roomer
939
935
b
9
p I¢
rm
Mpol aw
wMta1 M1aN roil beuuew
33fi
B
P ale
mace io the e.enua veu o11ne zn fetl lrercon 1a 6ev rirom me
342
.3
1�
!;%
343.3
3fi9
.5
7ey reMcnN omalnaee eg be, pronabk reromM maneno XMaue
t ame Comwm Commtmmt ssu nkq .
a� Zj
390
391
992
93
1 94
.5
.5
.5
1
1
kree
ilea
palm
paim
0 tna.m.
fiulke owrNnx9a 44]wuarelnlo
cow nlormm mown mreon slor me awe awe snwue6
utTM rcsartappm.kwk nnwwe tlw ro tram...
09 1.2
SO .7
tre
oak
11 1
12 1
palm
95
996
]
]
13 1
palm
palm
9]
.6
p palm
M •bmtM of axtms common one
wkmw. by Nalloaet.
�4
5 1
ilea
palm
9P
99
.6
.6
FLOOD INFORMATION:
1fi 1
1] 1
18 1
palm
palm
lm
100
1001.E
1003
,6
tree
tree
I 1-4
ommr came anbden �iglcmgix
19 1.2
za 1.2
21 1.2
palm cluster
p lm rl'anta[
palm claet9[
100
1PB12
12 _].9
E2.E
c«a
t
&botl aurc.e AE•°a-�.
Paotl Imrro+ SNAWi9BB
22 3
21 1
parr
oak
12381
123
1
pWreealn
BENCHMARK INFORMATION:
25 1
26
alm
c
12401
Wlm
e3361
.fi
2] .fi
ak
cak
124 11
32421
Wlm
vwron.3. O19�k
21 4
9 4
ltwa
flcua
12431
12111
tree
Wlm
OBSERVED ENCROACHMENTS:
M 4
31 1
[lea.
ficua
.451
Wlm
easeme lag eemenr. 30 army
w
B32
BJJ
4
5
[leua
[ieua
360.1
1361
.8
aumenr eaa'iPL eaumem+langrM E+sl bountlary
wrylMaww aM 11Y u0lny easemmr along tke west bawtlary.
�--'n"✓
g31
835
g36
1
5
rake/<luUr
13631E
1364.1
13T95
braztlizn WFper
ticua
wllNeaumem oboe rn
Asplen am slHreri 014m1iN eau em cane the a miler
xwm eouMary
woce y
SYNROI e_ g ENOv Oi A_ _ e9 owluvn.
�®851
L�
05
852
13] 5.
1
eu[eka/<ltat<[
ask
Wln
13]511.5
1381
13821
oakk
oa
oak
CERTIFY TO:
oin Ar+aemy,Irt.
owwmlaWme
_
[caRps °
s ® ,"�}
QIgpI11CgE
PSJ
901
902
1
WSm
k
1381.]
1385.1
t3B3.1
oak
_ _ _
R[w9wsawlxlmt'
n.
wmncalunm
®
90J
901
1]
1
Poak
alm
palm
1390.]
1391
k
.1 oak
meg
cv Lom.9u ® arewr
905
906
1
Wln
139a.a
oak
r
oeszutivg2ee
wivnaa.kpaweam'erw0 w
SCHEDULE.Be3mEumKeCnEnPrnTI,O.aNwSr:u
w rwwltucaroaaseavmm�re9artemee
. ywro.wammel.w.r.w..r..l. aaa wrese9amt
meamgrowamwamy roruIb pa --le
,. MMm..... 001
ERTIFICATIONc
calms or mbar mvil+ne ers.11amnnematmeaR,
ln
mmAlmmlaato me yk
7, kpt lif ft end lnwPk- Pwr e L19M mw
(TWImwmgwawMnvsw
rarovlatos,yttsM
M.l
aroavwrv-emt ealdelNannwenwe-romcery-nwrexsywlonostrbrtnei
roomrintMsaimpcE omafltkmwv av nwd bs
a+nemmMo F
anon
sMskaNer1yrwN
7mtomaw
vaed
brims eommnment.linis xem b rot a matterasurwy.l
1.-10.19M.., Page x9.MmPnoMn
d Is sown nere0nl
Resautron remNMln OMdal RemMI-121"', P...- lints nemnnma matkr m
rverl
a vower and LBnr mmwrry remmee xovemtmr t0.lo0eln glider
r
Remaas lmok asgox page slrM1n Item anens the wMenpowrty+mnsnowm lm.mml
eau tne5ta-avrx-ewabinM1ea by rbe gaamaProkssbnal9unevonox],
mluww silt]. ilorwa AemimwalNe rmes, pursuam tosemkn l]x.fan ea smtulev.
aria MepWs,
+au wbkb wouro be tlntlmetl bv+n ararau aM rnnprtNmsNe suraey oltbe memlua
gM gwavIn laws faxaaPwer+rm L4M comwMw mmalnee in R'VMq
.II Ilse Gumem In lawraibrma Pvwer arm LgM ComwMrecwaed Mramber30, t9A
ilq 1Rewtls
M1weln tlewal6etl.lAker upon review of suweytobe tlelnmMetl bytxkeumlrrn.l
J. Rpnx ail alms of wrtks inwmssan. Imis nem is mt+m+nmol wrvr.l
.l.ordea14rtement ptembelxx, 195BIn OMNIRwwds gook 1331, OµesJ4. pub xem anwu me
km
wem wocem ana n storm 1.-)
bl
Boot 43w, page gas ana reco,dea waM 1971 I -ill ketone gaoka+a9,
gar nem+wrame wbien prweM wa bslvwn lmrmn.l
semen Lynlc Pwer+ne omwrry recoroed Aww1 21,1 11, gfiNl
v
Remms eookaas3t ace gai�I-it-aneClsmeweiectwuceMandbslwnnerew,l
A\
w eni ken Mims,xanv. where no wtke
s, antl mHnlam+s mnminM In wamnry OeM rammM Mar t11965
geaal Remrm gwY blJ, • 355.likislkmbmta manor oa wmey.l
to A. 3e9 gRemm[wxo[keaF.piratim of iirrmngsdµe9uxr remraN In gptlal Pewrtls
gook 16],P+ge J9t pnN ltemhmtamaner of srrrvev.l
9.E+semem In laver of oak wlb Grm11-I,,lrc. rem.tlM Apll s, xa051n ORxklRnwtls
eook 393]3 wge t•43.linls Item anens [M1e aublem wowny aM bslmwn Mreanl,(,�/�)
b"
lnereo ppwrsolrwa�e�ljbl+rcemtisrsld.manwlolsurvrr.l
m ltm cwnwmconmiwm in lmlrmnmt
I6. µemgkemmiarxooce of EapNatronol ilMlrpsgMryuaay rewmMin Omaalµroms
saM mMitlwa olp ealatmggnreawaea kaxl all ryMsol loss arty
"'" �-� /Z-�'�-j "'�
wrtiNbk.lnw clams aeaum+na notskown br the wblkmwas.lmnlmmiswt
omee Mamn is. 1971 nq I R.�Nsamk a455. vase M. 11em+rtecls are wbleet
pralmrryene Hsnmm nerwn.l n
3131, µe 13 90. Rklsnembmr+m+nerawrar.l
M1l.ane �IslaN
panrts mimmgmmugn the sugslm ertke kaulal.p nlmmis nolam+ner wrvey.l
rewyoaamaams a,ar_aa www
SNEET 1 OF I SLNE 1•-41Y wv.o SItETQ1 NUMBER SU-18-13g8
--�-