HomeMy Public PortalAbout20210920_PC_PACKET.pdfLUNA0
Demery Bishop
Ron Bossick
Marie Gooding
iwsan Hill
Elaine T. McGruder
David McNaughton
I Whitley Reynolds
A. Call to order:
Planning Commission Meeting
N11TA 61M
MMILTITHIM1,1
v-swazanir r. t, E T E ur ei v- t E i vT— i i n a-
George Shaw
AGENDA
September 20, 2021 — 6:30 p.m.
For City Council Meeting October 14, 2021— 6:3 Op. m.
B. Consideration of Minutes:
1. Minutes of August 16, 2021
C. Disclosures/Recusals:
D. Old Business:
E. New Business:
rot Im � # I
[WilmX110 11 "
1. VARIANCE: Requesting to build in setback —1014 Second Ave. — 40006 13005 — R-2 -
Mary Nadeau.
2. Minor Subdivision: Requesting to subdivide 3 Lots —1517 Miller Ave. — 40008 11008 — R-2
-1514 A & B Fifth Ave. — 40008 11022 & 023 — R-2 — Osborn & Warakomski.
3. Site Plan: 803 First St. -40019 01001— C-2 — Jeremy Altman.
F. Discussions:
Adjournment:
Lisa L. Schaaf
Individuals with disabilities who require certain accommodations in order to allow them to observe and/or
participate in this meeting, or who have questions regarding the accessibility of the meeting or the facilities are
required to contact Jan LeViner at 912.472.5080 promptly to allow the City to make reasonable accommodations
for those persons.
Planning Commission Me(
MINUTES
August 16, 2021
Chair Demery Bishop called the August 16, 2021 Tybee Island Plan
Commissioners present were Marie Gooding, Susan Hill, Elaine T.
and J. Whitley Reynolds. Vice Chair Ron Bossick was absent.
Chair Bishop asked Mr. Shaw about the minut
August 91h meeting, on the Tree Ordinance wha
stated they removed the section for City person
the reason was for the denial on the Crossover z
was to serve only one lot and two, that it was n<
Chair Bishop stated so they would rather them
1,000.00 fine for being in the dunes. Mr. Shaw
Consideration of Minutes:
Chair Bishop asked for car
motion to
Chair Bishop asked if there were any Disc
Old Business:
TEXT AMEND
g
fission meeting to order.
, David McNaughton
iy the Clerk of Council at the City Council
d sections they removed meant. Mr. Shaw
the removal. Chair Bishop also asked what
Avenue. Mr. Shaw stated one reason was it
st walking through the dunes.
it not be in violation with our
as long as they use the same path.
minutes. Elaine McGruder made a
to approve was unanimous.
or Recusals. There were none.
George Shaw stated item was on the July 19, 2021 Planning Commission meeting and was continued do
to the absence of Ron Bossick and yourself. This is a request for text amendment by a resident who owns
an empty lot adjacent to a City parking lot. This amendment would allow Mr. Cole to apply at the
beginning of the year like the other parking lots assuming this amendment passes. Mr. Shaw stated he
was asked at the last meeting if there were any other lots that met these criteria, and he found three that are
adjacent to City parking. Chair Bishop asked why this couldn't be added in with the others instead of a
text change. Mr. Shaw stated the ordinance was capped for the other lots so this is why it would need to
be changed for him to be added. Elaine McGruder stated she would like to see setback requirements the
same as building homes for parking lots also. Mr. Shaw stated we don't currently have any setbacks for
ground level improvements only vertical, but that can be changed. Charlie Cole who lives at 17 Meddin
Dr. approached the Planning Commission and stated he would just like to get permission to help with
overflow parking. Elaine McGruder asked Charlie Cole if he would be able to do setbacks like we have
for building houses on his parking area. Charlie Cole stated it would not be a problem, but I don't see
why it would be necessary for a temporary arrangement. Elaine McGruder asked are there any
restrictions on these parking lots just coming in and paving over their lot. Mr. Shaw stated besides the
expense and our requirement for a drainage plan, this does not restrict that and for 20 days out of the year
I don't know if anyone would go to that expense. Whitley Reynolds made a motion to approve. Susan
Hill seconded. The vote to approve was unanimous.
New Business:
VARIANCE: Requesting to build in front setback —12 Tenth Place -40003 17003 — R-2 — Jeffrey
Kole.
George Shaw stated Mr. Kole's home has an area in the front that is already encroaching with a small
area beside it that he would like to extend into. Mr. Shaw stated he sees no hardship so staff recommends
denial. Josh Yelin who is the representative for the applicants approached the Planning Commission and
stated he has a hand out to give everyone. He stated there are a few homes on that street that are also
encroaching. There is a section in the ordinance Sec. 320 B (1) that states (a non -conforming residential
use structure which is only non -conforming as a result of a setback encroachment may be expanded or
enlarged beyond its ground footprint without a variance as long as no further encroachments into any
setbacks are to be created and so long as all provisions of the ordinance are complied with) Josh Yellin
also stated he feels they do meet the criteria for this Variance under Sec. 5-90 he said the legal non-
conforming use is peculiar and does pose a hardship because these physical circumstances and conditions
prevent development conformity with provisions of this land development code. We do believe this
variance should be approved. Elaine McGruder stated this is already encroaching and you want to add
eight feet more. Susan Hill stated she thinks there is good argument for you to be able to do this since the
rest of the street front porches are also encroaching but not sure because of what our code says. David
McNaughton asked why you are wanting to expand. Leanne Kole who is the owner of the property
approached the planning commission and stated they have three Fids and just need more room. Whitley
Reynolds made a motion to approve. Marie Gooding seconded. Voting in favor were Marie Gooding,
Whitley Reynolds and Susan Hill. Voting against were David McNaughton and Elaine Gooding. Vote
was 3-2 Motion to approve passed.
1 r %I LilV11L' lIIL1Vlr ll 1 . .7CG.11-lUU. —1V1CC1111J4J JINI U1141114C 11111C 2UlU lUl:d11U11 lUl VIU111llll1'
Commission meetings.
George Shaw stated within the last year or so City Council moved their time from 7:00pm to 6:30pm.
After talking about that with Planning Commission members they were in favor of changing the time also.
George Shaw also stated when he looped over the ordinance he realized that the location needed to be
changed also. So this is the text amendment with the change in the location and the time from 7:00pm to
6:30pm. Elaine McGruder made a motion to approve. David McNaughton seconded. The vote to
approve was unanimous.
Adjournment: 8:00pm
Lisa L. Schaaf
STAFF REPORT
PLANNING COMMISSION MEETING: September 20, 2021
CITY COUNCIL MEETING: October 14, 2021
LOCATION: 1014 2nd Ave. PIN: 40006 13005
APPLICANT: Mary Nadeau
APPLICATION: Zoning Variance (5-090) from Section 3-090 Schedule of development regulations.
PROPOSAL: The applicant is requesting setback variance to enlarge a back porch to allow for a wider screen door
for wheelchair access to the home.
ANALYSIS: The applicant is requesting to add more porch to create a wheelchair accessible entrance.
Variance standards require that the applicant meet the following conditions:
(1) That there are unique physical circumstances or conditions beyond that of surrounding properties, including
irregularity, narrowness, or shallowness of the lot size or shape, or exceptional topographical or other
physical conditions, or considerations related to the environment or the safety, or to historical significance,
that is peculiar to the particular property-, and,
(2) That because of such physical circumstances or conditions, the property cannot be developed in strict
conformity with the provisions of this Land Development Code, without undue hardship to the property.
(3) A nonconforming use or structure does not constitute a unique physical circumstance, condition, or
consideration.
This lot is unusually narrow and the home is already built into the side setback. The lot slopes from the back to the
front. The back of the home is at grade and the front is a few feet up, access by stairs. The applicant's husband has
health issues which will make walking progressively more difficult. The request will allow for the applicant to
enlarge the rear screen porch enough to allow for a wheelchair accessible entrance.
This character area describes the traditional neighborhood along the west side of Butler, which contains
narrow, tree -lined streets laid out in a grid pattern. The area is varied in land use as it contains
permanent residential properties, multi family homes, rental properties, parks, low -impact commercial
establishments, and public buildings.
Comprehensive Plan — Community Character Area
The Inland Cottage Neighborhood Sec. 1.2.6
STAFF FNDING
Due to the extreme narrowness of the lot and the need for a wheelchair accessible entry door staff recommends
approval.
Vvdr��
A. Variance application (5 pages)
B. Survey (I page)
C. SAGIS map (I page)
0
This Staff Report was prepared by George Shaw.
W12
Permit only compatible uses including low density residential, public/institutional, and low
impact •commercial
Develop and implement design an architectural standards
Implement streetscape improvement to improve the pedestrian/bicycle environment and
encourae and n�o
Historic structures in this area should be restored and/or preserved wheneyer possible
The City should provide appropriate incentives for historic restoration projects
STAFF FNDING
Due to the extreme narrowness of the lot and the need for a wheelchair accessible entry door staff recommends
approval.
Vvdr��
A. Variance application (5 pages)
B. Survey (I page)
C. SAGIS map (I page)
0
This Staff Report was prepared by George Shaw.
Fee
Commercial $500
Residential $200
CITY OF TYBEE ISLAND
VARIANCE APPLICATION from the Tybee Island Land Development Code
Telephone #:�itEmail Address:
Mailing Address
*Note: If the applicant is not the property owner as listed on the property deed, a letter from the listed owner(s), including a telephone
number and address along with any other relevant information, authorizing the applicant to act in their behalf must be included in the
application.
PROCEDURE
Application Requirements
All applications must be complete, including required supporting documents. Drawings or surveys will be
11" X 17" or larger. Incomplete applications will not be accepted and will delay review.
ADplication Deadline
Applications are due by 4:00 p.m. of the last day of the month before the next scheduled Planning
Commission meeting.
Application Submittal
:keturn one copy of this completed application and all supporting documents to: Tybee Island Planning and
Zoning, City Hall, 403 Butler Avenue / P.O. Box 2749 City of Tybee Island, GA 31328
Application Public Hearings
Applications will be heard at a public hearing before the Planning Commission on the third Monday of each
monih, Wlliwed W a finji cijion b� City Council at another jublic hearing on the second Tuesday of the
go] ILIPITY11114 E a ILS1 ItRam at; Loll Oil _ I I I I p, ITI I I ON a 2-74 tow WON i i grg 144 MEMO I oll 56-S-1 Msj 411115
,'roperty Address (Or General Location Description if no Address Assigned): J/� I �f 2
Tax Map/Parcel ID#:
Existing use of Property:
Proposed use of Property:
Current Zoning;2--
Has the perty been denied a variance in the past 12 months? If so, please provide brief details:
-more] MT -112,
1. Does the requested variance change the Tybee Island character designation for the property as described in
the Master Plan? If so, provide a brief explanation.
t'. Please explain the purpose of the requested variance and the intended development of the subject properM
�f the variance is Qranted.
3. Please explain the specific provision within the Tybee Island Land Development Code from which the
variance is requested.
M
2M IMIRMI I Will- - I 1 0 11
Ft2LU IT I ITT el ]Ud Ll U11 on a farlance From Me LL'F111S
Please explain how the requested variance meets each of the following:
A. The need for a variance arises from the condition that is unique and peculiar to the land,
structures and buildings involved.
B. The variance is necessary because the particular physical surroundings, the size, shape or topographical
condition of the property involved would result in unnecessary hardship for the owner, lessee or occupants as
distinguished from a mere inconvenience.
C. The condition requiring the requested relief is not ordinarily found in properties of the same zoninii
district as the subject property.
D. The condition is created by the regulation in the Tybee Island Land Development Code and not by the
action of the property owner or applicant.
E. The granting of the requested variance will not conflict with Sec. 26 -70 -Amendments and modifications
to the Fire Prevention Code of the Tybee Island Code of Ordinances or endanger the public. j) 6
F. The variance requested is the minimum variance that will make possible the reasonable use of the land,
building or structures.
Adjacent Propeft Owners
Please list all current owners of properties located immediately adjacent to or directly across the street from
the subject property. This information may be obtained from the Chatham County Tax Assessor's office (912)
652-7271 or by using the website at www.boa.chathamcounty.org The accuracy and completeness of this
information shall be the responsibility of the applicant.
Property owners name and mailing address:
1.
2.
3.
4.
5.
6.
7.
8.
9.
10.
11.
12.
13.
14.
15.
16.
17.
18.
19.
20._
W
NOTE: This application must be accompanied by additional documentation, including drawings that include or
illustrate the information outlined below.
REFERENCE DESCRIPTION
5-040 (D) (1) Site plan and/or architectural rendering of the proposed development depicting the location
of lot restrictions.
5-040 (D) (2) Narrative describing the hardship and the reason for the variance request. (Hardship means
the c1rcumstances where special conditions,, whIch were not self-created or created by a
pnor owner, affect a paltIcular property and make strIct conformity w1th the restrIctlons
governing d1menslonal stanaar& (such as lot area, width, setbacks, yard requirements, or
building height) unnecessarily burdensome or unreasonable in fight of the purpose of t1715
code Unnecessaty hardship 15 present only where, In the absence of a varlance, no feasible
use can be made of the property.)
Explain the hardship:
5-040 (D) (3) A survey of the property signed and stamped by a State of Georgia certified land surveyor.
5-090 (A) (1) That there are unique physical circumstances or conditions beyond that of surrounding
properties, including:
irregularity;
narrowness; or,
shallowness of the lot shape; or,
exceptional topographical or other physical circumstances, conditions, or
considerations related to the environment, or the safety, or to historical significance, that is
peculiar to the particular property; and;
5-090 (A) (2) Because of such physical circumstances or conditions, the property cannot be developed in
strict conformity with the provisions of the Land Development Code, without undue
hardship to the property.
NOTE: Provide attachments illustrating conditions on surrounding properties and on
the subject prope!1y, indicating unigueness, etc.
5-090(6) Height. No part of any structure shall project beyond 35 -feet above the average adjace
grade of a property except:
(1) See section 2-010, terms and definitions; height of building.
(2) The following items that were existing on the date of the adoption of this section; fl, -.l
,a
poles, television aerials, water towers and tanks, steeples and bell towers, broadcasting a
relay towers, transmission line towers, and electric substation structures.
The Applicant certifies that he/she has read the requirements for Variances and has provided the required
information to the best of his/her ability in a truthful and honest manner.
/
Date V I
5-090(C) Variance longevity. After a variance has been granted by the mayor and council it shall be valid for a period
of 12 months from date of approval. Such approval is based on information provided in the application. Building
permits may only be granted for plans consistent with the approved application. Any deviation from the information
submitted will require separate approval by the mayor and council.
CERTIFICATION AND AUTHORIZATION
L hereby certify that, to the best of my knowledge and belief, the above listed information and all
2ttached supporting documents are complete and accurate. I understand that this application will
require public hearings by the Tybee Island Planning Commission and City Council. I have been
made aware and I hereby acknowledge the scheduled hearing dates/times and location where this
application will be considered. I also understand that review of this application will require a site
visit, and I hereby authorize City staff and members of the Planning Commission and City Council
to inspect the property which is the subject of this application.
=am
Flil Noil 14r.111M
IN
If within two (2) years immediately preceding the filing of the applicant's application for a zoning action, the
applicant has made campaign contributions aggregating more than $250 to the mayor and any member of
Council or any member of the Planning Commission, the applicant and the Attorney representing the Applicant
must disclose the following:
a. The name of the local government official to whom the campaign contribution or gift was made;
b. The dollar amount of each campaign contribution made by the applicant to the local government
official during the two (2) years immediately preceding the filing of the application for this zoning
action, and the date of each contribution;
c. An enumeration and description of each gift having a value of $250 or more made by the Applicant to
the local government official during the two (2) years immediately preceding the filing of the
application for this zoning action.
Disclosure of campaign contributions form attachment hereto:
ML 11 VA
Date
Date received: Received by
Fee AmOUnt $ Check Number_ Date_
PUBLIC HEARING ES:
Planning Commission City Council
DECISION::`(Circle One) Approved Denied
Approved with Conditions:
" o f
" 0 1 3 C I M I C 6 1
H a v e y o u p a s t t w o ( 2 ) y e a r s m a d e c a m p a i g n i " i o r g a v e f l
i f t s
h a v i n g a n a g g r e g a t e v a l u e o f $ 2 5 0 . 0 0 o r m o r e t o a m e m b e r o f t h e C i t y o f T y b e e I s l a n d
P l a n n i n g C o m m i s s i o n , o r M a y o r a n d C o u n c i l o r a n y l o c a l g o v e r n m e n t o f f i c i a l w h o w i l l b a . ,
c o n s i d e r i n g i i a p p l i c a t i o n ?
Y E S N O
N A M E O F
G O V E R N M E N T $ 2 5 0 . 0 0
O F F I C I A L
C O N T R I B U T I O N S
O R M O R E
G I F T S
O F $ 2 5 0 . 0 0
O R M O R E
C O N T R I B U T I O N
I F Y O U " S P E A K C O N C E R N I N G " A P P L I C A T I O N ,
F O R M M U S T B E F I L E D W I T H T H E Z O N I N G A D M I N I S T R A T O R F I V E ( 5 ) D A Y S P R I O R T O
P L A N N I N G C O M M I S S I O N " " O R G I F T S I N
E X C E S S O F $ 2 5 0 . 0 0 H A V E B E E N M A D E T O A N Y M E M B E R O F
C O M M I S S I O N O R M A Y O R A N D C O U N C I L .
S i g n a t u r e
7 - ������ ��' - ����
P r i n t e d N a m e
F - - - - - k t - - 0 4 - c l ��
D a t e
Sec. ���Variances.
(A) Standards. After an application has been submitted to the zoning administrator, reviewed by the planning commission, and a
public hearing has been held by the mayor and council, the mayor and council may grant a variance from the strict application of
the provisions in this Land Development Code only if the following findings are made:
(1) That there are unique physical circumstances or conditions beyond that of surrounding properties, including irnegu(arity,
narrowness, orshallowness ofthe lot size or shape, or exceptional topographical or other physical conditions, peculiar to the
particular property; and,
(2) That because of such physical circumstances or conditions, the property cannot be developed in strict conformity with the
provisions of this Land Development Code, without undue hardship to the property.
(8) fe6ghtmmiaruss For height variances, in addition to other requirements, the petitioner shall be required to add two feet to each
side yard setback for each one foot above 35 feet in height and have safe -guard consisting of sprinkler systems, smoke ' detectors
and any other fire protection equipment deemed necessary at the time by mayor and council. Where a rear yard abuts a side yard
ofthe adjacent lot, the petitioner shall bmrequired tmadd two feet to the rear setback for each foot above the 35 feet height, and
have safe -guards consisting of sprinkler systems, smoke detectors, and any other fire protection deemed necessary at the time by
mayor and council.
(] Variance longevity. After a variance has been granted by the mayor and council it shall be valid for period of 12 months from
date of approval. Such approval is based on information provided in the application. Building permits may only be granted for
plans consistent with the approved application. Any deviation from the information submitted will require separate approval by
the mayor and council.
(D) [ReWewing vatiance applications.]The staff, planning commission, and governing body, shall consider the factors stated herein in
reviewing variance applications in baking action on e particular variance. In exercising the powers to grant variances, the mayor
and council may attach any conditions to its approval which it finds necessary to accomplish the reasonable application of the
requirements ofthese regulations.
(E) [Application approva/1 Notwithstanding any other provisions of the Code of Ordinances, the staff of the community development
department through its department heed may approve applications for variances without the need of public hearings and without
the need of review by the planning commission or the mayor and council as follows:
I. When either ofthe following circumstances exists:
a. The proposed improvement of alteration will not result in an expansion of the existing footprint of the existing
structure; or
b. No additional encroachment into any setback shall be created by the proposed improvement, construction or addition.
II. When each ofthe following circumstances also exists:
a. No encroachment orconstruction of habitable space or other prohibited improvements will exist beyond the flood
elevation; and
b. The requested improvements or construction will not violate existing zoning provisions.
This subsection shall have specific application to existing nonconforming structures as referred to in-5ection 3-020'
If the staff of the building and zoning department finds that the request needs or should have additional review for any reason, it may
request review by the planning commission and if the request is approved or rejected by the planning commission then the planning
commission's determination shall control. For purposes of this section, a public hearing before the planning commission shall not be
necessary. If the staff of the building and zoning department declines an applicant's request the applicant may apply for the granting of
evariance which will follow the procedures applicable tovariances in general specifically, those procedures described in sections 3-020
and 3-090 as well as the public hearing requirements referred to in_aection 5-0860LInthe event the staff request review bythe planning
commission and the planning commission rejects the request, the applicant may apply for the granting of variance and follow the
procedure applicable hmsuch request before mayor and council.
(F) Compliance with ordinances. Notwithstanding any other provision of the Code of Ordinances, no application for avariance may be
accepted nor may any variance be granted with respect to any property that is then not in compliance with the requirements of
ordinances for the condition on which the variance is sought, unless the applicant files with the application a detailed written
explanation of how, when, and by whom the need for a variance was created. In such a case, the planning commission shall make a
recommendation to the mayor and council as to whether the variance should be approved or rejected or modified and the mayor and
council, following a public hearing, may approve, reject or modify the variance request. In the event property is constructed in violation
of the ordinances, the violation status remains until such time as the condition is rectified and placed in conformity with the ordinances.
Violations of the ordinances may be subject to the enforcement provisions of this Code and all penalties permissible by law. A variance
that is granted under this Ordinance does not excuse prior violations including those that have resulted or may result in enforcement
action bythe City ofTybeeIsland.
? SAVANNAH04�NEUROLOGYA 'OU SPECIALISTS
08/19/2021
James Nadeau
2U4Harlan Drive
Savannah, GA 31406
TnWhom ItMay Concern,
James Nadeau isunder our neurologic care for achronic progressive disease.
They are asking for permission to widen the door on their Tybee Island home to accommodate awhee|
chair/walker. Which is not an unreasonable request, so the patient may be able to get into his home.
If you have any questions, please call 912-354-7876.
Thank you,
Robert MacGregor, MD
WWW.SAVANNAHNEUROLOGYSPECIALISTS.COM
A I : 40006 13005
NADEAU MARY 1014 2ND AVE
Most urr r
Current Owner Co -Owner Care Of Mailing Address
AEAU MAY 204 HARLAN DRIVE SAVANNAH GA 31406
Digest Owner (J 1)
Owner Co -Owner Address 1 Address 2 City State Zip
AD AU MARY 204 HARLAN DRIVE SAVANNAH GA 31406
Status
ACTIVE
Parcel ID
40006 13005
Category Code
RES - Residential
Bill #
2947187
Address
1014 2ND AVE
Unit # / Suite
City
TYBEEISLAND
Zip Code
31328 -
Neighborhood
20225.00 - T225 TYBEE INNER
Total Units
Zoning
-2
Class
R3 - Residential Lots
Appeal Status
Legal Description S W PT LOT 35 B TYBEE WD 3
Deed Book 1815
Deed Page 0765
Permits
Permit # Permit Date Status Type Amount
160221-2 04/15/2016 Complete AD - ADDITION $5,850.00
050504-1 11/17/2005 Complete RN - RENOVATIONS $15,000.00
Inspection Date
02/24/2021
01/11/2017
12/15/2015
05/16/2007 _ NSANDERS
Appraised Values
Tax Year
Land
Building
Appraised Total Reason
2021
74,300
146,100
220,400
2020
74,300
123,400
197,700
2019
74,300
123,400
197,700
2018
74,300
123,400
197,700
2017
72,500
82,200
154,700
2016
72,500
69,700
142,200
2015
69,400
70,100
139,500
2014
69,400
77,100
146,500
2013
69,400
76,900
146,300
2012
69,400
70,500
139,900
Sales
AND TRUST
MARY O*
Sale
Sale
Land Type
Book -
Land Code
01 - SINGLE FAMILY RES
Sale Date
2,040
Instrument
.0468
Grantor
Grantee
Price
Validity
Influence Factor 2
Page
Influence Reason 2
12/20/2019 1
U
1815 - 0765 NADEAU JAMES
NADEAU MARY
04/06/2017 0
U
QC
1049-471
NADEAU JAMES A &
MARY O*
03/21/2014 196,000
Q
WD
395E - 599
BRANCH BANKING
NADEAU JAMES A &
AND TRUST
MARY O*
COMPANY
04/02/2013 318,324 U
DS
386T - 197
LOFTON MARK D
BRANCH BANKING AND
TRUST COMPANY
11/01/2005 0
U
QC
297C - 296
FULLER TOMAS
FULLER & FULLER INC
Land
Line Number
1
Land Type
U - UNIT
Land Code
01 - SINGLE FAMILY RES
Square Feet
2,040
Acres
.0468
Influence Factor 1
-45
Influence Reason 1
Influence Factor 2
Influence Reason 2
Residential Building
Card # 1
Actual Year Built 1947
Effective Year Built 1990
Type 1 - Single Family Residence
Style/Stories 1 - ONE STORY
Percent Complete 100
Quality 300
Condition AV -AVERAGE
Living Area 876
Basement Area 0
Finished Basement Area No
Bedrooms 1
Full / Half the 1/0
01BY
Card # Description Year Built: Grade: Units: Override: Area:
1 903: WOOD DECK 1995 D 1 102
Item Area
Main Building 876
- 903:WOOD DECK 102
Al - 904:904 -Slab Porch (SF) with Roof 16
A2 - 907:907 -Enclosed Porch (SF), Scree 64
A
Lei zjr"l;j:l
Mal" imir
SEPTMOM 17, 2015 TO
TEMS PORTION OF LOT 35—B
I
RMAMENT suffm
PIAT OF THE SOUTHWESTERN PORTION
OF LOT 35-B, WARD NOTYBEE
ISIAND, CHATHAM COUNTY, GEORGIA
CITY OF TYBEE ISLAND
SUBDIVISION OF LAND APPLICATION
Applicant's Name
Address and location of subject property 1 1Lc:�� 7� 12S 1328
C'
PIN Applicant's Telephone Number
Applicant's Mailing Address -4,
�-
A i i:� IN -40
Property Owner's Name Telephone Number
Property Owner's Address
6-ee
Is Applicant the Property Owner? 411 Yes No -31 1 13 249
If Applicant is the Property Owner, Proof of Ownership is attached: Yes
If Applicant is other than the Property Owner, a signed affidavit from the Property Owner granting the
Applicant permission to conduct such land development is attached hereto. *A Yes
Current Zoning of Property Current Use
s 5, V—'! > (Zee -s I � e -- -V c -
Names and addresses of all adjacent property owners are attached: Yes
If within two (2) years immediately preceding the filing of the Applicants application for a zoning action, the
Applicant has made campaign contributions aggregating to more than $250 to the Mayor and any member of
Council or any member of the Planning Commission, the Applicant and the Attorney representing the Applicant
must disclose the following:
a. The name of the local government official to whom the campaign contribution or gift was made;
b. The dollar amount of each campaign contribution made by the applicant to the local government
official during the two (2) years immediately preceding the filing of the application for this zoning
action, and the date of each contribution;
c. An enumeration and description of each gift having a value of $250 or more made by the Applicant tt
the local government official during the two (2) years immediately preceding the filing of I:N;
application for this zoning action.
Di e of Campaign Contributions form attachment hereto: Yes
0
2— �f
r D
i ature of Applicant ate
n:�� I
r spe data is required for each tyr
® er Weadfic data is required for each type of Subdivision of Land.
----------- ----- ------------------------------------------- I ------------------------------
Fee Amount $ Ch k Number Date
City Official 7 FEE
-MAJOR SUBDIVISION $500
_*_MINOR SUBDIVISION $125
11111111,11111 111111li
1 copies, no smaller than 11 x 17, of the proposed subdivision With the building setback lines.
1 copies, no smaller than 24 x 36, of the engineered drainage and infrastructure plan.
The name(s) of all proposed new street(s) or private drive(s).
1c r ller ani x 17, of the e)dsting tree survey and tree removal I.
The Planning Commission may require elevations or other engineering drawings covering the proposed
subdivision.
The Mayor and Council will not act upon a subdivision until the drainage and infrastructure plan has met the
approval of the ClWs engineering consultant.
The Applicant certifies that he/she has read the requirements for Major/Minor Subdivision and has provided
the required information to the best of his/her ability in a truthful and honest manner.
All new lots established within subdivisions shall conform to the lot area as set forth in the general provisions
for q# zoning district and the lot width shall be a minimum of 60 feet at the building line.
Date
Have you witl3in the past two (2) years made campaign contributions or gave gifts having an
aggregate value of $250.00 or more to a member of the City of Tybee Island Planning
Commission, or Mayor and Council or any local government official who will be considering the
rezoning application?
YES NO
IF YES, PLEASE COMPLETE THE FOLLOWING SECTION:
NAMEOF CONTRIBUTIONS GIFTS DATE OF
GOVERNMENT OF $250.00 OF $250.00 CONTRIBUTION
OFFICIAL OR MORE ORMORE
Z
Record and Return to:
Brannen, Searcy & Smith, LLP
P.O. Box 8002
Savannah, GA 31412
9703.1422
STATE OF GEORGIA )
WARRANTYLIMITED DEED
COUNTY OF CHATHAM )
THIS INDENTURE, made this •. ofFebruary,i Thousand and
Twenty -One, between Carolyn Y. Molts nka Carolyn Y. Pierce and Dennis F. Pierce,
hereinafter called GRANTORS, and Randy E. Osborn and Marsha R. Warakomski, as Joint
Tenants With Rights of Survivorship, as party or parties of the second part, hereinafter called
GRANTEE (the words "Gran• and .include their respective•, r
assigns where the contextr or r
WITNESSETH that: Grantor, for and in consideration of the sum of
Ten olls and no/100and other good and valuable consideration ($10.00)
in hand paid at and before the sealing and delivery of these presents, the receipt whereof is hereby
acknowledged, has granted, bargained, sold, alien, conveyed, and confirmed, and by these presents
does grant, bargain, sell, alien, convey, and confirm unto the said Grantee as tenants in common,
for r during their lives and, upon the death of of - to the survivorof _.
simple, together with every contingent remainder and right of reversion, and to the heirs.
executors, administrators and assigns of said survivors, all of the following described property, to -
All those certain lots, tracts or parcels of land situate, lying and being in the Town of
Savannah on r'Island, I.County,Georgia,
recorded
r being i r
designated ! • 1 1 Town i i" 11 . Beach) ! I i'i in 1 Book
Pagesi, and r9 of Records of Chatham County,Georgia,•Numbers169
1' in Ward 4, said 2 lots1 ' ! / being on ! of Fourth
Avenue (now known as Miller Avenue) and 16th Street, and having a combined frontage of
107.5 feet, more or on the Western sideof Fourth1known as Miller
11 a rectangular depth r r of 1 feet, moreor 1 as a whole,
being bounded as follows:On ! by Lot1 1 on by Fourth
Avenue (now known on the Southby 16thand on the West 1
TO HAVE AND TO HOLD said described premises to Grantee, so that neither Grantor
nor any person or persons claiming under Grantor shall at any time, by any means or ways, have,
claim or demand any right or title to said premises or appurtenances or any rights thereof.
ljii� � 11�1%
DporLyTnMlir, SUM UI-MILM, UgU111SL L11r, QILUMS 01 U11j@ir,1NU11S UiU11111116 U3 U11U LIX-UtgN
Grantor. .
IN WITNESS WHEREOF, the Grantor has signed and sealed this Deed, the day and
year above written.
Signed, sealed, and delivere
3ine presen/coof,
00
(L.S.)
U U ofr
ly
ci I Witness
noffici I Witness Carolyn YNolb/Aa Carolyn Y. Pierce
VAA
n -. P
Notary Public is Nierce
.0
•06.
10, gip *"*",*
'fo,111 ry ' cilE
1111100
ATTORNEY AT LA 'N
4 & WONTGOMERY CR06SHUtAlo
P. 0. WX 13279
b"ONAK W16 314t6
" 9BAWW
I Ili f Ilf I fff f f l l f 11 fff it
Doc ID: 029761820004 Type: WD
Recorded: 06/27/2016 at 04:46:56 PM
Fee Amt: $824.00 Paqe I of 4
Transfer Tax: $808.00
Chatham, Ga. Clerk Superior Court
Daniel Massey Clerk Superior Court
THIS INDENTURE, made and entered into this 27th day of June, 2016 by and between
SALTWIND CONSTRUCTION COMPANY, •LLC, a Georgia limited liability company,
Party of the First Part, and MARSHA R. WARAKOMSKI and RANDY F. OSBORN, as joint
tenants with rights of sur-vivorship, Parties of the Second Part,
WITNESSETH
Party of the First Part, for and in consideration of the sum of Ten Dollars ($10.00), and
other valuable consideration to it in hand paid by Parties of the Second Part, at or before the
sealing and delivery of these presents, the receipt of which is hereby acknowledged, has grante•
bargained, sold, aliened, conveyed and confirmed, and, by these presents does grant, bargain,
sell, alien, convey and confirm unto Parties of the Second Part, as joint tenants with rights of
survivorship, all of its right, title and interest in and to the following described property, to -wit
Lot A- I of a Subdivision of Lot A of a Recombination of Lots 237, 238,
239 & The Southern 19 feet of Lot 236, Ward 4, Tybee Island, Chatham
County, Georgia as more particularly described in EXHIBIT A attached
hereto and made a part hereof.
Lot A-2 of a Subdivision of Lot A of a Recombination of Lots
239 & The Southern 19 feet of Lot 236, Ward 4, Tybee Island, Chatham
County, Georgia as more particularly described in EXHIBIT A attached
hereto and made a part hereof.
TOGETHER WITH ALL AND SINGULAR the rights, members and appurtenances
thereunto belonging; and all the estate, right, title, interest, claim and demand whatsoever of the
Party of the First Part, its successors and assigns of, in, or to the same, and every part or parcel
thereof, with the appurtenances.
TO HAVE AND TO HOLD the said tract or parcel of land with all and singular the
rights, members and appurtenances thereof, to the same being, belonging, or in anywise
appertaining, to the only proper use, benefit and behoof of the said Parties of the Second Part
forever in FEE SIMPLE. Party of the First Part expressly covenants that Party of the First Part is
seized of said property in good fee simple title and that Party of the First Part has the full right,
power and authority to convey the same; that the said property and Party of the First Part are free
and clear of any liens, claims or encumbrances whatever whereby the title to said property may
in anywise be charged, changed, impaired or defeated and that the Party of the First Part will
forever WARRANT and DEFEND the said premises against the lawful claims of all persons
owning, holding or claiming by, through or under the said Party of the First Part.
AND LASTLY, Party of the First Part, its successors and assigns, the above-described
lands and premises, unto Par -ties of the Second Part, against itself, and against all and every oth
person or persons claiming by, through or under Party of the First Part, but none other, shall an
will WARRANT and FOREVER DEFEND by virtue of these presents. I
IN WITNESS WHEREOF, Party of the First Part has hereunto set its hand and seal as of
the day and year first above written.
N
BY: (L. S.)
FRANK KONCUL, Manager
Signed, sealed and delivered in the presence of -
Notary Public, Cliatham County, Georgia
My Commission Expires:
(NOTARIAL SEAL)
ARDEN J HADWIN -2-
Notary Public (
STATE OF GEORGIA
M Y CO MM. E x b. J u I y 28, 2 017
XNaZlIFIRM,
IYAR41111
K IM111111,QS KV90"Wrar& W -NA t&INIEN pinvilwa
This being a portion of the same property as conveyed to Saltwind Construction Company, LLC by Ronald
Harry George by Warranty Deed dated July 29, 2014 and recorded in the Office of the Clerk of Superior Court
of Chatham County, Georgia in Deed Book 398-A, Page 788.
1190100MM
All that certain lot, tract, or parcel of land situate, lying and being in the City of Tybee Island, County of
Chatham and State of Georgia being shown and designated as LOT A-2 on that certain map or plat entitled
"SUBDIVISION LOT A OF A RECOMBINATION OF LOTS 237, 238, 239 & THE SOUTHERN 19, OF LOT 236,
WARD 4, TYBEE ISLAND, CHATHAM COUNTY, GEORGIA" prepared by J. Whitley Reynolds, Georgia
Registered Land Surveyor No. 2249, dated December 14, 2015 and recorded in the Office of the Clerk of
Superior Court of Chatham County, Georgia in Subdivision Map Book 50, Page 456. Said map or plat is, by
this reference, made a part of this legal description. Said property having a property identification number of
4-0008-11-023 and a street address of 1514 5th Avenue, UnitA, Tybee Island, Georgia. 31328.
This being a portion of the same property as conveyed to Saltwind Construction Company, LLC by Ronald
Harry George by Warranty Deed dated July 29, 2014 and recorded in the Office of the Clerk of Superior Couri
of Chatham County, Georgia in Deed Book 398-A, Page 788.
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8/9/2021 Chatham County, Georgia
PARID:4000811008
MOHS & PIERCE CAROLYN Y & DENNIS F* 1517 MILLER AVE
Most Current Owner
Current Owner Co -Owner Care f Mailing Address
O
OSBORN RANDY E. 'ARA KOMS KI MARSHA R. 4942 MILLER ROAD SW LILBURN GA
30047
&MOZOMEMMSM
Owner
MOHS & PIERCE CA LY Y &
DENNIS F*
Status
Parcel ID
Category Code
Bill #
Address
Unit # / Suite
City
Zip Code
Neighborhood
Total Units
Zoning
Class
Appeal Status
= 1 -11 -TTM
NW -M M .7; M
Deed Book
Deed Page
12=
Co- Address 1 Addressdcity State Zip
Owner
PO, BOX 1892 TY BEE ISLAND GA 31328
ACTIVE
4000811008
RES - Residential
2950720
1517 MILLER AVE
TYBEEISLAND
31328-
20275.00 - T275 TYBEE INNERSOUT
R-2
R3 - Residential Lots
LOTS 169 AND 170 WARD 4 TYBEE IS LAND
161X
0173
Status Type Amount
Complete RN - RENOVATIONS $40,000.00
Complete - $2,200.00
Inspection Date Reviewer ID
01/31/2020 RKRYZAK
hftps://www.chathamtax.org/PT/Datalets/PrintDatalet.aspx?pin=40008 11008&gsp=PRC&taxyear=2021&jur--000&ownseq=O&card=l&rol[=RE&State=... 1/4
8/9/2021 Chatham County, Georgia
PARID: 40008 11023
WARAKOMSKI & OSBORN & MARSHA R & 1514 5TH AVE
RANDY E
Most Current Owner
Current Owner Co- Care Mailing Address
Owner Of
WARAKOMSKI & OSBORN & MARSHA R & 4942 MILLER RD SW LILBURN GA
RANDY E 30047
Digest Owner (January 1)
Owner Co- Owner 2 Address 1 Address city State Zip
WARAKOMSKI & OSBORN & 4942 MILLER RD SW LILBURN GA 30047
MARSHA R & RANDY E
� =T -
Status
ACTIVE
Parcel ID
4000811023
Category Code
RES - Residential
Bill #
3130172
Address
1514 A STH AVE
Unit # I Suite
City
BEE ISL
Zip Code
-
Neighborhood
20275.00 - T275 TYBEE INNERSOUT
Total Units
Zoning
R-2
Class
R3 - Residential Lots
Appeal Status
Legal Description LOT A-2 SUB OF LOT A RECOMBINATION OF LOTS 237,
238,239 & THE SOUTHERN 19 FT OF LOT 236 WD 4
TYBEE BOOK 50 PG 456
Deed Book 832
Deed Page 87
Permits
Permit # Permit Date Status Type Amount
DUMMY -1 10/24/2017 Active RN - RENOVATIONS $0.00
TOM=
https://www.chathamtax.org/PT/Datalets/PrintDatalet.aspx?pin=40008 11023&gsp=PRC&taxyear--2021&jur--000&ownseq=0&card=1&roll=RE&State=... 1/4
8/9/2021 Chatham County, Georgia
'A ID: 4000811022
WARAKOMSKI & OSBORNA
1514 5TH AV
RANDY
Current Owner Co- Care ailing Address
Owner Of
WARAKOMSKI & OSBORN & MARSHA R & 4942 MILLER RD SW LIL URN GA
RANDY E 30047
Owner Address 1 Address City State Zip
Owner
WARAKOMSKI & OSORN & 4942 MILLER RD SW LIL URN GA 30047
MARSHA R & RANDY E
Status
ACTIVE
Parcel ID
40008 11022.
Category Code
RES - Residential
Bill #
3130171
Address
1514 15TH AVE
Unit # / Suite
City
TYBEEISLAND
Zip Code
-
Neighborhood
20275.00 - T275 TYBEE IEST
Total Units
Zoning
-2
Class
R3 - Residential Lots
Appeal Status
=I r =-,
Legal Description LOT -1 SUB OF LOT A RECOMBINATION OF LOTS 237,
238, 239 & THE SOUTHERN 19 FT OF LOT 236 WD 4
TYBEE BOOK 50 PG 456
Deed Book 832
Deed Page 87
Permit # Permit Date Status Type Amount
DUMMY -1 10/24/2017 Complete RN - RENOVATIONS $0.00
https://.chathamtax.org/PT/Datalets/PrintDatalet.aspx?pin=40008 11022gsp=PRCtaxyear=2021 jur=000&ownseq=0&card=l &roll=R&State=... 1/4
STAFF REPORT
PLANNING COMMISSION MEETING: September 20,2021
CITY COUNCIL MEETING: October 14,2021
le
, �4513�tffil-13
�,, Hill CIFE, ism' I F•1111,11
N��= MMMIUM=11 Ill 11 Ill 11 U11111VIROW40HINKOW01 1, -
ANALYSIS: No structural changes will occur at this time. Ten parking spaces are required and 12 are shown. Our
consulting engineer has approved the drainage plan. Buffer planting will be required next to residential zoning.
Approval of two way ingress/egress on Hwy. 80 by GDOT is pending and will be required prior to any commercial
use.
The Comprehensive Plan describes the Commercial Gateway in which it lies as follows:
This area functions as an activity center and serves as the commercial gateway for the City. Zoning
classifications are C-1, C-2, R-1, R -1B, R -T, and R-2. The mix of neighborhood commercial uses include
shopping, crafts, restaurants, and eco -tourism
11
Comprehensive Plan — Community Character Area
Commercial Gateway
Meets
Recommended Development Strategies
Strategy
YIN or NIA
1.
Encourage commercial and mixed use development and redevelopment along the US 80
Y
commercial corridor
2.
Discourage down -zoning within the US 80 commercial corridor
Y
3.
Establish standards for a maximum percentage of residential use on a per parcel basis to
N/A
encourage mixed us
4.
Enhance pedestrian movements with streetscape improvements
5.
Allow for the appropriate mix of retail, residential, and tourism related uses consistent with
Y
the Plan vision
6.
Implement traffic calming measures and parking improvements
N/A
7.
Establish noise and sight buffers between commercial uses and adjacent residential area
Y
8
Review parking requirements to ensure they are not prohibitive to future commercial
N/A
Idevelopment
_
11
ATTACHMENTS
A. Site plan review application
B. Site plans
C. Property card
D. SAGIS map
R
CITY OF TYBEE ISLAND AE
,-SITE PLAN APPROVAL APPLICATION
btl J)
Address and location of subject property
PIN Applicant's Telephone Number
Applicant's Mailing Address » L
Fee
Commercial $500
Residential $250
and use of the land thereafter to take place on the property:
Is Applicant the Property Owner? e,�Yes
11
)Telephone Number"
M
If Applicant is the Property Owner, Proof of Ownership is attached: Yes
If Applicant is other than the Property Owner, a signed affidavit from the Property Owner granting the
Applicant permission to conduct such land development is attached hereto. Yes
Current Zoning of Pr•r-
,•i .
pe
Applicant has made campaign contributions aggregating to more than $250 to the Mayor and any member of
Council or any member of the Planning Commission, the Applicant and the Attorney representing the Applicant
must disclose the following:
a. The name of the local government official to whom the campaign contribution or gift was made;
b. The dollar amount of each campaign contribution made by the applicant to the local government
official during the two (2) years immediately preceding the Ming of the application for this zoning
action, and the date of each contribution;
c. An enumeration and description of each gift having a value of $250 or more made by the Applicant to
the local government offidial during the two (2) years immediately preceding the filing of the
reel 7.1 1 a I
Date
NOTE: Other specific data is required for each type of Site Plan Approval.
................................................................ ................................................................. ........... ................... - ........................................................... .......... f .............................. .................................
Fee Amount �'00'0(5 Ch ck Number Date
City Official
111111n:11111111
--T�11' ��EMZEMMZM=
Z1 copy, no smaller than 11 x 17, of the proposed site plan and architectural renderings.
—Z I copy, no smaller than 24 x 36, of the engineered drainage and infrastructure plan.
1 copy, no smaller than 11 x 17, of the existing tree survey and the tree removal and landscaping
plan.
Disclosure of Campaign Contributions
The Planning Commission may require elevations or other engineering or architectural drawings covering the
proposed development.
The Mayor and Council will not act upon a zoning decision that requires a site plan until the site plan has met
the approval of the City's engineering consultant. (Note: Section 5-080 (A) requires, "Once the engineer has
submitted comments to the zoning administrator, a public hearing shall be scheduled."�
The Applicant certifies
W. I MOM -me
;he has read the requirements for Site Plan Approval and has provided the
of ability in a truthful and honest manner.
C
Date
I =-I V 6 k k•
1i � ��'• 0 M
Have you within the past two (2) years made campaign contributions or gave gi
having an aggregate value of $250.00 or more to a member of the City of Tybee Isla•
Planning Commission, or Mayor and Council or any local government official who will
considering the rezoning application?
YES N 0
NAME- OF GOVERNMENT
OFFICIAL
CONTRIBUTIONS
OF $250.00 OR MORE
GIFTS OF $250.00
OR MORE _
DATE OF
CONTRIBUTION
9=
Sec. 5-080. Site plan approval.
The site plan approval process is intended to provide the general public, planning commission, and mayor and council
with information pertinent to how a new development will affect the surrounding area and the city as a whole. Where no
variance is necessary for the intended project, or development, there is no evaluation process or set of regulations other
than what is required to be shown on the site plan and listed upon the application. Where no variance is requested, site
plan requirements are intended as a too[ for public information. Where a variance and/or zoning action is requested in
connection with a site plan, the standards applicable to the variance and/or zoning action applied for shall apply.
(A) Process. Upon submittal of the site plan, the zoning administrator will review the site plan for noticeable
discrepancies and determine if there is a need to apply for other zoning actions. The site plan is then forwarded
to the Chatham County Engineer. Once the engineer has submitted comments to the zoning administrator, a
public hearing shall be scheduled. The public hearing shall be held regardless ofwhether the site plan meets the
requirements of this Land Development Code' Until the applicant addresses all of the engineer's comments and
the site plan issatisfactory, the mayor and council will not approve the plan. However, once the first public
hearing |she|d,.site plan approval may commence atany scheduled meeting ofthe mayor and council.
(B) Otherzoning actions. Because specialreview, variances and map amendments require site plans, site plan review
may be the first step in the permitting process however, the she plan should identify any other zoning actions
necessary in order for the intended development to be constructed sothat a public hearing can be held on all
such zoning actions simultaneously with the public hearing on the site plan. Site plan approval should encompass
approval of all other zoning actions necessary to accomplish the development, however, if the intended
development is to be altered from an approved Site plan, additional public hearing and review is necessary if an
additional special review, variance or map amendment is necessitated by the proposed alteration.
(C) Site plan longevity. After a site plan hes been approved by the mayor and council it shall be valid fora period of
18 months from the date of approval. If building permit is not issued within said 18 months, an extension of up
to 90 days may be issued with the approval of the building and zoning department. In the absence of an
extension Oratthe end ofanextension, ifa building permit has not been obtained, the site plan approval shall be
void and anew application must besubmitted for site plan approval.
For site plans approval prior to the effective date of this amendment, such plans shall be valid for 18 months from
the effective date hereof and if no building permit is issued during that 18 months or a 90 day extension
obtained,a new application for site plan approval must be submitted and the prior site plan approval shall be
Sec. 3-080.- Off-street parking
requirements.
(A) In all handicapped Uparking shall be provided as required by the O.C.G.A. tit. 30, Accessibility Code.
(B) Residential district parking requirements and residential off-street parking requirements. Off -street parking facilities
shall be provided and maintained on site for all buildings, structures orpremises being used inwhole orin part for
residential purposes, or for any other use permitted in residential districts.
(1) Residential dwelling units. For every dwelling unit, there shall be provided at least two off-street parking spaces.
Acaretaker's cottage isaseparate dwelling unit and shall beprovided atleast two off-street parking spaces.
(2) Nursing homes, hospitals. One parking space for each five patient beds, plus one space for each staff doctor,
plus one space for each employee on the largest shift.
(�) 77xea�x� amo�cvixn� ian7dother cxaces of One parking space for each four seats
' '
provided in the main auditorium or for each 50 square feet offloor area available for the accommodation of
movable seats in the largest assembly room or area.
(4\ Public and e��rasntaryaxnƒ schools halls, auoYb�funzsand used
' ' /n conjunction therewith). One parking space for each 200 square feet of gross floor area devoted to such use.
(S) Private docks. At least two off-street parking spaces must be provided for any private dock proposed for
' ' construction on a lot that has not been otherwise improved. In the event that a private dock is proposed on a
lot that has not been improved, the parking must be off-street (not on city right-of-way) and pervious.
([1 Control ofaccess to structures used for residential purposes including but not limited to single family, duplex, triplex,
' ' two family, multifamily, townhonnes, apartments, time shares, and condominiums whether owner occupied or held
for rental. In order to promote the safety of motorists and pedestrians, the following regulations shall apply to all
newly constructed driveways.
(1) A driveway opening which connects a lot with a public street shall not be greater than 25 feet in width at the
property line. Driveways that serve duplex lots shall not have a width greater than 15 feet per unit measured at
the property line. This section is not intended to prevent the installation of flared driveway ends. These flared
ends, when constructed in accordance with adopted standards and specifications, shall not count towards the
width of the driveway.
CD There shall be no more than two driveway openings on any lot Ofany width. The total of the widths at the
property line oftwo driveway openings shall not begreater than 25feet.
(3\ No driveway cportion '
opening shall be constructed within 25 feet of an intersection, measuring from the nearest
`^ improved However, inany instance where there isnot adequate space available and
other��r access staffis not feasible, staff permit a reduction in the distance to an intersection from a driveway in
order to permit safe access tothe property provided the speed limit on abutting or adjacent roads is 30 miles
per
(4l 00curb onany C�ystreet orright+J�vvayshall becut orotherwise a�eredvv�houtp�orvvrhienapproval ofthe
' ' designated city official. Driveway requirements specified in this section, notwithstanding, mayhstanding, staff issue e
permit to a ^identia| property owner to place approved materials in the city right of way, provided the owner
is informed and acknowledges that the city will maintain the right to initiate any required action within the right
ofway and that permitting materials inthe r' - way create any vested rights inthe property owner
may such permission ay be terminated ata
y time. In addition, such permit by staff may only be made in the
event the improvement does not create a safety issue or interfere with city metered parking and does not
violate any city ordinance including, but not |irnDec to, the requirements of section 3-165 to maintain 65 percent
of the property staff ���b�c��ne� �� gr�en�p���. If the �ofthe building and zoning department finds that a
request under
his section needs or should have additional review for any reason, it may request review bvthe
mayor and council or, if the staff ofthe building and zoning department declines the applicant's request, the
applicant may apply for the granting of the permit which will result in the application going to the mayor and
council. However, before the mayor and council, a public hearing is not required but action may only betaken
atapublic meeting ofthe mayor and council.
(�) For water quality purposes, all newly-constructeddriveways and replacements of more than 50 percent of
` ' existing driveways serving residential uses shall be constructed of materials designed to allow retention of the
first one inch ofstormvvater. A new driveway includes the initial placement ofany material on bare soil. Such
new driveways and replacements ofmore than 50 percent ofan existing driveway are subject to permitting and
inspection(s). A permit�nd inyoed' ion�sl are also required for repair of less than 50 percent ofan improved
driveway. The retention requirement i ' sed on a 24-hour, 25-yearTvbee Dl SCS storm. A permit is required
for installation of new or replacement driveway. An inspection is required of each layer prior tothe next layer
being installed. The permit applicant shall be responsible for all engineering fees incurred by the city for review
of materials, even when a material is not approved. Acceptable materials include:
a. Stone must be either AASHTO #57, #67, #78, or #89 open graded with no fires, or pea gravel with no
fines, or a combination of two or more. Graded aggregate base (also known as "crusher run" or "crush and
run") is not allowed.
b. Standard brick pavers are four -inch by eight -inch with minimum five -sixty -fourths -inch average continuous
joints/borders with eight one -eighth -inch wide spacers per paver filled with masonry sand. See item (c) for
base and header requirements. If larger bricks are used, thereby creating less linear joint and surface area
joint, calculations by state licensed design professional must be reviewed and approved bwthe city. See
engineering fee information in subsection /1\.
c. Permeable interlocking concrete pavers (PICP) are solid structural units installed with openings as
described in the coastal storrnvvatersupplement (CSS)thnmugh which stonnvvaber runoff can rapidly pass
into the underlying reservoir of four -inch minimum �depth open -graded stone, no fines. Openings may be
�||edon|vxv�hpea gravel orlarger stone, orvv�hnmasonrysand. Aooncr�eheader curb orpaver/concrete
block rib' n with a nnaxirnunn width of eight inches must be installed around the perimeter of the pavers.
Building foundations and garage floors may serve as a portion of the perimeter. The edge of paved road
may not serve asa perimeter. Flush headers and ribbons are included in the driveway measurements. To
not be included in the driveway measurements a header or ribbon must be installed lower than the
driveway pavers, covered with adequate top soil, and seeded or sodded to facilitate vegetation.
d. Ribbon driveway designs are normally constructed of concrete but other materials may be considered. The
ribbons are to be a maximum of 18 inches wide with a one to two percent cross slope to route runoff to
adjacent pervious areas rather than down the strips to the street. The area between the strips may be
either grass or stone as described in subsection (a). The area between the drive strips is to be flush or
one -eighth -inch below the driving strip to encourage the percolation of stormwater runoff between the
driving strips.
e. Concrete grid pavers (CGP) are precast concrete units that allow rainfall and stormwater runoff to pass
through large openings that are filled with pea gravel, sand or topsoil and turf. A concrete header curb or
brick/concrete block ribbon with a maximum width of 12 inches (flush or one -eighth -inch higher than the
contained permeable pavement) must be installed around the perimeter of the permeable pavement.
Building foundations and garage floors may serve as a portion of the perimeter. The edge of a paved road
may not serve as a perimeter. Header and ribbons are included in the driveway measurements. To not be
included in the driveway measurements a header or ribbon must be installed lower than the driveway
pavers, covered with adequate top soil, and seeded or sodded to facilitate vegetation.
f. Plastic grid pavers (PGP) consist of flexible, interlocking plastic units that allow rainfall and stormwater
runoff to pass through large openings that are filled with gravel, sand or topsoil and turf. A header curb is
required and is included in the driveway measurement.
g. Pervious concrete (also known as porous concrete) is similar to conventional concrete in structure and
form, but consists of a special open -graded surface course, typically four to eight inches thick, that is
bound together with Portland cement.
h. Porous asphalt is similar to pervious concrete, and consists of a special open -graded surface course bound
together by asphalt cement.
For all other proposed materials, calculations are required from a state licensed design professional demonstrating
compliance with the retention requirement of this section.
(D) Commercial off-street parking. Off-street parking facilities shall beprovided and maintained for all structures or
premises being occupied or used inwhole orin part for commercial activity as follows:
(1) With the submission of an application for a business license for either a new business or a business that has
expanded the occupancy load of the principle structure, changed use, or created additional occupant loads
through other structures where permitting has been required by the city, a parking plan must be submitted with
the application for approval by the designated city official. If the plan represents significant changes in parking,
the plan may be determined to require site plan approval by the mayor and council.
Commercial Parking Requirements
Use Parking Requirement
Retail (free standing) 1 space per 300 square feet of gross floor area
Shopping center 1 space per 400 square feet of gross floor area
1 space per every 6 seats based on a maximum seating of 15 square feet per person plus one
Restaurants, bars,
and similar
space for every two employees. Maximum seating capacity is calculated on entire seating area
including outdoor seating.
Drive through
1 space per employee, one space for customer waiting area, two spaces per walk up window
business -no seating
Miniature golf
1 space per 2 holes
1 space per guest unit
1 space per managers unit
1 space per 2 employees per busiest shift
Hotel, motel
1 designated delivery/loading zone
Associated retail or restaurant/bar parking requirements shall be calculated at 50% of requirement
as listed elsewhere in this table
Recreational vehicle overnight hookups are prohibited
Grocery store
1 space for every 300 square feet of gross floor area
Office
1 space per 350 square feet of gross floor area
Assembly
1 space per 5 seats
Day care
1 space per employee plus 2 additional spaces
Beauty salon/barber
shop
I space per chair plus one space per every 2 employees
Public laundromat
1 space per 4 washing and/or drying machines plus 1 space per employee
Auto repair/service
center
3 spaces per repair bay
Dry cleaner
1 space per employee plus 2 additional spaces
Parking requirements for uses not listed shall be determined by the community development director by determining most
similar use
These requirements will only be applicable to new development or redevelopment after January 12, 2017.
(2) For all uses, a rack able to accommodate eight bicycles may be substituted for one required standard parking
space based on the schedule below. The calculation to meet the handicap parking requirement of subsection (A)
shall be based on the number of required parking spaces prior to any rack substitution.
Required Parking Spaces
Number of Substitute
Racks Allowed
10 or fewer
8 x 20 feet
11-49 7_2
Parallel One-way
50 or more
1 3
(3) Maritime district.
a. Parking shall beinconformance with the off-street requirements ofthe uses referenced inthis section and
the required dimensions of section 3-090.
b. Dock operators must provide one parking space for every 20 linear feet pfeach side of dock designated for
recreational boaters. Docks leased to commercial boats must allow for one space per boat, plus one space
per crew member and one space per each four seats for charter passengers.
c. All changes to parking in the maritime district that involve loading, unloading and transporting ofboats will
require parking plan submitted to the city detailing the turn radii ofdrive aisles.
(B Off-street dimensions.
Standard
Aisle Width
Park�ing Angle I Traffic Direction
8 x 20 feet
12 feet
Parallel One-way
8 x 20 feet
24 fee -It
r;;L
Parallel Two-way
9 x 18 feet
45 degrees
9 x 18 feet
18 feet
60 degrees One-way
9 x 18 feet
24 feet
60 degrees Two-way
9 x 18 feet
22 feet
75 degrees One-way
x 18 feet
24 feet
ne-way or two-way
90 degrees or
Low Speed Vehicles & Golf Carts Motorcycles & Scooters
(without a charging station)
6 n 11 feet ' 5 x 9feet
0 Is- so 0 Z a - 0. 1 - -
Angle
Distance from curb Curb distance
Offset
45
15 feet 12 feet, 7 inches i
15 feet
60
16 feet i 10 feet, 4 inches
9 feet
75;
17 feet 9 feet, 4 inches
4 feet, 6 inches
90
18 feet 9 feet
0
14MITI-171r.
(F) Exemptions from off-street parking requirements.
(1) Existing structures with 2,000 square feet or less of floor area that exist in a C-1 zoning district may expand the
floor area up to 4,000 square feet without having to meet the off-street parking requirements as long as the
structure is completely located within 1,000 feet of a municipal parking lot.
(2) A structure whose primary use is a church or place of religious worship shall be exempt from all off-street
parking requirements.
(Ord. No. 2000-08, 2-11-2000; Ord. No. 1995-17, 12-7-1995; Ord. Correction to dates, amended 4-14-2005; Ord. No.
2004-12, amended 1-31-2005; Ord. No. 2004-10, amended 10-12-2004; Ord. No. 2004-10, amended 6-10-2004; Ord.
No. 2000-08, 5-24-2000; Manual, amended 11-10-1999; Ord. of 1-12-2006; Ord. No. 13-2011, 4-14-2011; Ord. No. 04A-
2013, 2-14-2013; Ord. No. 18-2013, § 1, 5-23-2013; Ord. No. 03-2014, § 1, 1-9-2014; Ord. No. 28-2014, § 1, 4-10-2014;
Ord. No. 1313-2014, § 1, 8-14-2014; Ord. No. 07-A-2015, � 1, 4-23-2015 ; Ord. No. 02-2017 , § 1, 1-12-2017)
8/31/2021, 2:40:22 PM 1:564
0 0 0.01 0.02 mi
Effective Flood Zones (2018)
AE - Inside the 100 Year Flood Zone 0 0.01 0.01 0.02 km
A- Inside the 100 year Flood Zone
AE Floodway - Inside a Regulatory Floodway
VE - Inside the 100 year Flood Zone w/ Velocity Hazard SAGIS
X500 - Inside the 500 year Flood Zone
X - Outside the 500 year Flood Zone
w =1
QTATE OF GEORGIA
REAL PROPERTY LEASE AGREEMENT
COUNTY OF CHATHAM WITH OPTION TO PURCHASE
PIK t �7=11
AIR&
MMILK411C 111111-
10114 1
4 1111111 a War,
WITNESSETH:
The Landlord hereby leases to the Tenant and the Tenant hereby rents from the Landlord the real
pW,-O,,L-I,wDIM--IM!Fkg-%Irett-lybr��31328 Tvbce Islan ., — . - 1328- and more narticulariv
described on Exhibit A to this Lease (the "Land"), together with (1) all rights, privileges, easements.
servitudes, riFts-of-way, and appurtenances belonging or appurtenant to the Land (including, without
g-j�gde --,glo -4,,v j ices ,A.T,?ched to tkis Lease (the
necessA..y for the exercise of the Appurtenant Interests (collectively, the "Premisee).
The following additional stipulations shall constitute covenants of this Lease and, unless otherwise
11000rIVE3 =#
In addition to the defined terms appearing elsewhere in this Lease, for the purposes of this Lease,
the following terms shall have the following definitions ascribed to them:
"Annual Rent Commencement Date" shall mean January I of each calendar year not withstanding
that this lease shall commence on a different date.
"Effective Date" shall mean the date when both the Landlord and the Tenant have executed this
Agreement as set forth below.
"Landlord" shall mean the Landlord and its successors and assigns.
"Lease" shall mean this Lease and all amendments to this Lease, if any, entered into from time to
time.
"Lease Year" shall mean a fiscal period beginning on the Annual Rent Commencement Date (and
7;4--axj��e lfio�-tlzy-we az'
Annual kent Commencement Date.
"Rent" shall mean the rent pavable under ihis Lease and shall include Annual Rent (as defined
below), together with all other items described in this Lease as "additional rent."
"Tal,
use mrider ny
Ti r h,
nd
��Tcnaa� shall mean both Jay Altman personally and Tybe� Arf Emporium, LLC �Tenant" as
defined above and shall not include successors or assignees.
2. TERM AND RENT
Mive Date and shall expire five (5)
d or 1) rive (5) ye renewal option to
,7n
ew
tend t he L, n notice prior to e expiration of
e initial term
(b) Rent. Beginning on the Annual Rent Commencement Date, the Tenant shall pay to the
Landlord annual rent in the following amounts (the "Annual Rene):
fe 16055-0 1
Lease Years Annual Rent
Year 1: $22,500.00
(February 1, 2021 —June 30, 202I : $1,500.00 per month)
(July 1, 2021 — December 31, 2021: T'2'_�th)
Less rental offset discussed in Section 31(b); if any. A- AVIA 01 C11 1111111
t
Years 2-5: $30,000.00
Option Period:
Years 6-10: $42.000.00
(c) Late Charges and Interest. If the Landlord does not receive any installment of Rent within
10 days after the Tenant's receipt of written notice from the Landlord that the Landlord has not received
the installment on or before its respective due date, the Landlord shall impose a late charge in the amount
of 10% of the delinquent installment of Rent.
(d) Payments of RenL The Tenant shall pay all Rent by electronic funds transfer to an account
designated by the Landlord from time to time or by mailing a check from its office.
(e) No Abatement. Unless otherwise stated in this Lease, the Tenant shall not have the right
to make any abatement, offset, diminution or reduction of (a) Rent, charges or other compensation, or (b)
the Tenant's other obligations under this Lease under any circumstances or for any reason whatsoever.
(f) Security Deposit. $1,000 (paid via Ck 411ql
(a) Alterations and Improvements.
W Tenant's Property. The Tenant shall have the right to install, use on and about,
and remove items from the Premises at any time and from time to time all trade fixtures and other
personal property which do not constitute a component of the building.
(ii) Subsequent Improvements. The Tenant also shall have the right to make any
additions, alterations, changes and improvements, structural and nonstructural, including, without
limitation, construction of additional buildings and additions to the then existing buildings, as
Tenant shall desire, with Landlord's written approval, which approval shall not tic unreasonably
withheld.
(iii) Improvements Upon Termination Subletting or Assignment. The Tenant shall
have the right, at its option and expense, to redecorate or otherwise remodel the improvements on
the Premises and shall have the right to sublease any portion of the Premises.
(b) Mechanic's and Other Liens. The Tenant shall not do anything by which the Premises, or
any part of the Premises, shall become encumbered by a mechanic's, materialman's, or other lien for work
or labor done; sen., ices performed, or materials, appliances or power contributed, used or furnished in or to
the Premises, or in connection with any operations or any other activity of the Tenant. If, whenever and as
any labor done or materials or services furnished in connection with any work in or about the Premises by,
for or under the authority of the Tenant, or anyone claiming by, through or under the Tenant, the Tenant
shall discharge the same of record within 60 days after service upon the Tenant of a notice of the filing;
provided, however, the Tenant shall have the right to remove the lien as an encumbrance upon the Premises
by bonding the same in accordance with applicable law and to contest any lien. provided, further, that the
Tenant diligently shall prosecute any contest, at all times effectively staying or preventing any official or
,judicialsaleof the, Premises under execution or otherwise. If unsuccessful, the Tenant shall satisfy any
M
my cost or obligation in that regard,
(c) Landlord's Disclaimer. All of the Tenant's Property placed in or upon the Premises by the
Tenant shall remain the property of the Tenant, with the right to remove the same at any time during die
term of this Lease or any extension or renewal of this Lease. However, the Tenant (or the party entitle to
remove the same) promptly shall repair any damage caused by or resulting from the removal of any of the
2
Z/3/21 41
exteriormen
of the building
Land).
(a) If fire, flood, tornado, other element, or other casualty damages or destroys the
1 t 1 .. 1 t' t
wria
noon the date of the damage or destruction.
y The Tenant shall maintain throughoutof this Lease and any extension
fit Y t#' 1. '. fi 3" • i i i 1 x' 3: i
1t1 �1� . t � t i i s ,i t yi ti ttt� ♦••
t:
per occurrence and without any deductible or 1 retention in excess of 10
(c) The Tenant shall select all insurance companies providing the coverage required under this
A minusa or 64ici t Best'si
as an additional insured. Any coverage for addiional insureds shall constitute primary and non
t t ..
NMI,
NOWW
MI,
ftl
, t " t •:
! t i 1 ■ 3
days'prior noticeto the Landlord.
with respect to the Premises or their condition. The Tenant acknowledges that the Landlord has not
investigated and does not warrant or represent to the Tenant that the Premises are fit for the purposes
intended by the Tenant or for any other purpose or purposes whatsoever.
6. CONDEMNATION
(a) If a Material Taking occurs during the term of this Lease or any extension or renewal of
this Lease, the Tenant may terminate this Lease as of a date no earlier than the date of the Material Taking
(as specified in a notice of termination by Tenant to the Landlord not fewer than 14 days prior to the
date on which the Tenant must surrender possession of the Premises, or part of the Premises, to the
condemning authority or its designee).
(d) In the event of any Taking which does not constitute'a Material Taking or if the Tenant
does not elect to terminate this Lease upon the occurrence of a Material Taking, the Landlord shall make
its award available to the Tenant in accordance with`a reasonable customary draw process and the Tenant,
to the extent of the award from the Taking (which shall meats the net proceeds after deducting expenses of
the defense of the condemnation "proceeding, any settlement or the net purchase price under a sale in lieu
of a Taking), promptly shall restore or repair the Premises (except those items of the 'Tenant's Property
which the Tenant may remove under the terms of this Lease) to substantially the same condition as existed
immediately prior to the Taking to the extent reasonably possible. The Landlord shall abate a just and
proportionate part of the Rent payable under this Lease from the date of the Taking until 10 days after the
Tenant has restored the same and, thereafter, the Rent shall decrease in proportion to the reduction in the
then rental value of the Land after the Taking in comparison with the rental value prior to the Taking. The
Landlord and the Tenant shall make a good faith determination ofthe 'rental value of the Land after any
Taking based upon all relevant factors, including, without limitation, the economic impact of the Taking
upon the business of the Tenant conducted at the Premises. if the award exceeds the amount spent to effect
the restoration, repair or replacement, the excess shall belong to the Landlord.'
(e) In the event of any Taking in which this Lease does not terminate, the Tenant shall not
have the right (except for use in reconstruction as set forth above) to any part of the compensation or award
given the Landlord for the Taking. However. the Tenant shall have the right to recover from the
condemning authority compensation specifically awarded to the Tenant to reimburse the Tenant for any
cost which the Tenant may incur in removing the Tenant's Property from the Premises and for the loss of
the Tenant's business.`
(f) If this Lease terminates because of a Material Taking, the Landlord shall have the right to
receive the entire award in the condemnation or purchase in lieu and the Tenant hereby assigns to the
Landlord all of its right, title and interest in and to all and any part of that award; provided, however, that
the Tenant shall have the eight to receive any award specifically made to reimburse the Tenant.
7. PROPERTY TAXES, ASSESSMENTS, PROPERTY INSURANCE AND NOTICES
(a) Tenant agrees to pay the annual property taxes and property insurance premium when due.
(b) Tenant shall pay all taxes and assessments arising in any way from the use, occupancy or
possession of the Land and the improvements on the Land (and the Appurtenant Interests, to the extent
in this Lease. to pay any taxes or assessments whatsoever relating to or assessed against this Lease, the
Rent, or other amounts due under this Lease."
8. COMPLIANCE, UTILITIES AND SURRENDER
(a) The Tenant, at its expense, promptly shall t 1) comply with all material municipal, county,
state, federal and other governmental requirements and reeulations. whether or not comnlinnee renniree
Interests); and (3) comply with all easements, restrictions. reservations and other instruments of record
applicable to the Premises, including, without limitation, any requirement on behalf of the owner or
occupant of the Land and the improvements on the Land (and the Appurtenant Interests, to the extent
i
A 111131z 1
property imposed upon the Tenant as the direct or indirect beneficiary of the Appurtenant Interests) to
procure and maintain insurance.
(b) The Tenant shall pay all charges for heat, water, gas, sewage, electricity and other utilities
VIEW 1011
negligence� of the Landlord or its agents, employees or contractors.
12. HOLDING OVER
If the Tenant remains in possession of the Premises after the expiration of this Lease without
executing a new written lease acceptable to the Landlord and the Tenant, the Tenant shall occupy the
Premises as a tenant from month-to-month, subject to all of the terms of this Lease (except as modified by
this Section 12) However, that possession shall not limit the Landlord's rights and remedies nor constitute
a holding over. In the event of the foregoing month-to-month tenancy, the monthly installment of Annual
Rent due for each month shall increase to i 10% of the monthly installment payable during the last month
of the term of this Lease.
Notwithstanding anything in this Lease to the contrary, neither party shall have liability to the other
for any damage or destruction of the Premises resulting from fire or other casualty covered by insurance
required under this Lease, whether or not caused by or resulting from the negligence of the party or its
officers, employees, agents or invitees. Each party hereby expressly releases the other from all liability for
or on account of any insured loss, damage or destruction. Each party shall procure all endorsements` of
insurance policies carried by it necessary to protect the other from any right of subrogation and/or liability
in the event of loss;
14. ASSIGNMENT AND SUBLETTING
(a) Except as otherwise set forth in this Section 14, the Tenant shall not have the right to assign
this Lease. The Landlord' may consent to subletting as long as (1)the subletting will not violate the terms
of any agreement of record applicable to the Premises in effect prior to the Effective Date, (2) the proposed
use does not violate any applicable governmental codes or regulations, (3) the proposed use is not noxious
or offensive as defined in Section 15, below, (4) the proposed use does not adversely effect the value of the
Premises or materially increase the risk of loss or damage to the Premises. No assignment or subletting
under this Section 14(a) or consent by the Landlord shall relieve the Tenant of its liability for the continued
performance of all of the terms, covenants and conditions of this Lease, including, without limitation, the
payment of all Rent and other charges under this Lease:
(b) Prior to any permitted assignment or subletting under this Lease, the Tenant shall deliver
to the Landlord written notice of the assignment or subletting, together with (1) a copy of the assignment
or subletting documents (including copies of any related documents for recording); (2) the name, address
and telephone number of the assignee or subtenant and a designated contact person for the assignee or
subtenant; and (4) an agreement executed by the assignee or subtenant, in recordable form, pursuant to
which the assignee or subtenant assumes and agrees to discharge all of the obligations of the Tenant under
this Lease.
15. SUBORDINATION, NON -DISTURBANCE, ATTORNMENT AND ESTOPPEL
CERTIFICATE
(a) Upon the written request of the holder of any mortgage, deed of trust, or deed to secure
debt granted by the Landlord and relating to the Premises, the Tenant shall subordinate its rights under this
Lease to the holder's lien and the Tenant shall execute, acknowledge and deliver an instrument customarily
used by the holder to effect a subordination; provided, however, as a condition of all subordinations, the
me foreclosure or other exercise of rights " under any mortgage, deed of trust, or deed to secure debt, the
Tenants possession and occupancy of the Premises and its leasehold estate shall remain undisturbed and
the Tenant's rights and obligations under this Lease shall remain unchanged as long as the Tenant is not in
Default.
(b) Notwithstanding anything in Section 15(a), above, to the contrary, if the holder elects to
make this Lease superior to its mortgage, upon notification to the Tenant to that effect, this Lease shall
become prior to the lien of the mortgage, regardless of the date of this 'Lease. The Tenant shall execute
acknowledge and deliver an instrument reasonably acceptable to the Tenant and the holder to effect that
priority,
(c) In the event of any proceedings for the foreclosure of; or the exercise of the power of sale
under, any mortgage made by the Landlord encumbering the Premises. or in the event of the delivery of a
deed in lieu of foreclosure under a mortgage, the Tenant shall attorn to the purchaser upon any foreclosure
or sale and shall recognize the purchaser as the "Landlord" under this Lease: provided, however, that (1) as
long as the Tenant isnot then in Default under this Lease, this Lease and the leasehold estate created by
this Lease shall continue and the Tenant's rights under this Lease shall continue undisturbed, unaffected
and unimpaired by the foreclosure of the mortgage, the delivery of a'deed in lieu of foreclosure of the
mortgage, or the exercise of any other rights and remedies that the mortgage provides; (2) the Tenant shalt
not appear as a named or joined party defendant or otherwise in any proceeding for the foreclosure of the
140,7J-1JI21 ��v I
IN I
foregoing attainment and agreement of ndndisirutbaucc�
(d) Within seven days after written request by the other, each party shall execute, acknowledge
?nd deliver in favor of any proposed mortgagee, purchaser, assignee or subtenant of the Premises an
dlu��,ies have modified or amended this !,ease and. identifyin"ind describing ani modification or
the date to which the Tenant has paid Rent and other
If LezER
claim against such party, and, if so, specifying the nature of the default or claim.
(e) U n written notice to the
e granted by the Landlord
Tenant y
and encumbet-iin the Premises. the Tenant shall provide concurrent notice to the encumbrance holder,
OWNED 1�
or declaring default under
16. NOTICES
Except as otherwise provided in this Lease, when this Lease makes provision for notice or concurrence
of any kind, the sending party shall deliver or address the notice to the other party by hand delivery, certified
mail, or delivery via a nationally -recognized overnight delivery service, charges prepaid and properly
addressed, to the following address:
Landlord: Green Growth 2, LLC
709 E. Broad Street Suite A
Savannah, GA 31401
Tenant: Tybee Art Emporium; LLC
167 Lewis Avenue
'Tybee Island, GA 31328
All notices pursuant to the provisions of this Lease shall run from the date that the other party receives
or refuses delivery of the notice or three business days after the party places the notice in the United States
mail. Each party may change the 's address by giving written notice to the other party.
17. INDEMNIFICATION
The Tenant shall indemnif�, and exonerate the Landlord against and from all liabilities, losses,
obligations, damages, penalties, claims, costs, charges and expenses, inclu ing reasonable architects' fees,
the Landlord
contractors(a) Any work or thing done by the Tenant or its agents, employees or . #
• -
(b) Any use, possession, occupation, operation, maintenance or management of the Premises
or any part of the Premises by the Tenant or its agents, employees or contractors;
(c) Any failure by the Tenant or its agents, employees or contractors to use, possess, occupy.,
operate, maintain or manage the Premises or any part of the Premises in a proper marmen
(d) The condition, including environmental conditions (which either existed when the Tenant
owned the Premises or caused by the Tenant or its agents, employees or contractors) of the Land and the
tx #.Land:
employees,(e) Any negligence on the part of the Tenant or any of its agents. contractors. servants,
licensees or
7�3i!
(f) Any accident, injury or damage to any person or property occurring in, on or about the
Premises or any part of the Premises; or
(g) Any failure on the part of the Tenant to perform or comply with any of the covenants,
agreements, terms or conditions contained in this Lease. However, notwithstanding any terms of this Lease
to the contrary, nothing in this Section 17 or elsewhere in this Lease shall obligate or require the Tenant to
indemnify, defend or hold the Landlord harmless from and against any losses, liabilities, damages, costs,
expenses, suits, judgments or claims arising from injury or damage during the term of this Lease or any
extension or renewal of this Lease to person or property caused by the willful misconduct or gross
negligence of the Landlord or any of its agents, employees or contractors.
The Landlord shall cooperate fully with the Tenant throughout the term of this Lease and any
extension or renewal of this Lease to secure or maintain proper zoning, building and other permits, and
compliance with all applicable laws. The Landlord shall execute any petitions, requests, applications and
similar instruments that the Tenant reasonably may request in order to obtain any permits, licenses,
variances or approvals reasonably necessary, in the reasonable judgment of the Tenant for the lawful
construction and/or operation of the Tenant's business on the Premises. The Tenant shall indemnify and
hold the Landlord harmless from any and all expenses, costs. charges, liabilities, losses, obligations,
damages and claims of any type imposed upon, asserted against, or incurred by the Landlord by reason of
the same.
19. HOLD HARMLESS
The Tenant shall hold the Landlord harmless against any and all claims, damages, accidents and
injuries to persons or property caused by, resulting from, or in connection with anything in or pertaining to
or upon the Premises during the term of this Lease. The Landlord shall not have any liability to the Tenant,
the Tenant's employees, agents, invitees, licensees, or any other person whomsoever for any injury to
person or damage to property on or about the Premises caused by the negligence or misconduct of the
Tenant, its agents, servants or employees, or any other person entering the building on the Land under
expressed or implied invitation by the Tenant.
K)
Neither the Landlord nor any partner, shareholder or beneficiary of the Landlord shall have any
personal liability with regard to any of the provisions of this Lease. If the Landlord defaults with regard to
its obligations under this Lease, the TenanCs remedies shall be expressly limited to the equity of the
Landlord in the Premises,
21. SUCCESSORS
The covenants, conditions and agreements contained in this Lease shall bind and inure to the benefit
of the Landlord and the Tenant and their respective heirs, legal representatives, successors and assigns, if
any.
22. ENTIRE AGREEMENT AND MEMORANDUM OF LEASE
This Lease constitutes the entire agreement of the parties with regard to the subject matter of this Lease
and replaces and supersedes all other written and oral agreements and statements of the parties relating to the
subject matter of this Lease. The parties shall execute, deliver and record a memorandum of this Lease if
needed.
23. BROKERAGE FEES
No other real estate brokerage companies are involved in this transaction, each party shall hold the
other harmless from and against all fees and commissions incurred, and related costs and legal fees, as a
result of its own conduct or alleged conduct.
24. HEADINGS
The headings used in this Lease appear strictly for the parties' convenience in identifying the
provisions of this Lease and shall not affect the construction or interpretation of the provisions of thislease.
25. WAIVER
The failure of a party to insist in any one or more instances on the performance of any term or condition
of this Lease shall not operate as a waiver of any future performance of that term or condition,
26. TDIE OF THE ESSENCE 0
111111777, M V -110-M E
oth -rarson or circumW If jili"gri kis'41gli �j i ii orovisioT oiil,
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NONUNION
't MA Y
provision accordingly pursuant to an order of the court.
28. GOVERNING LAW
Notwithstanding the place where the parties execute this Lease, the internal laws of Georgia shall
its terms shall be brought in Chatham County, Georgia.
In the event of any judicial or other adversarial proceeding between the parties concerning this
to
P
.je nt i all have t1le
1 gma;=
FMM 9
written consent of the Tenant; which consent e Tenant may not withhold unreasonably.
31. SPECUL STEPULATIONS:
(a) � Tenant understands that, at the execution of this Lease, the small wood frame �building on
the Leased property is currently rented to a 31d party on a month to month basis.
M"I
Executed and delivered as of the Effective Date: February —4—, 2021
Landlord: Green Growth 2, LLC
-d!
By: 1--0C!1XZ'0eZ1111
Print'Name: Mob Richter
Its: Authorized Signatory
Tenant: Tybee Art Emporium, LLC
Witness: e r By:
Print ' e: J
my Altman
rj
Its: 4thlodzSignatory
V
Addendum 1: Landlord agrees to pay (and/or reimburse tenant) for a topographic survey and construction permitting
documents up to $9,000 (nine thousand dollars), In addition, Landlord/tenant agree that the rental rate (discussed i;
Section 2b) for July 2021 thru December 2021 shall be reduced by S1,0001month (a $6,000 reduction fii rental
payments). In exchange, the initial Option to Purchase price shall increase $15,000 dollars to $5 [5'ow
No further credits shall be given.
7
EXHIBIT A
Description of the Land and Improvements
That certain property with all improvements thereon, located at 803 First Street, Tybee Island, GA 31328,
containing approximately 0.54 acres shown as Parcel "A" in the recombination plat below. For clarification,
this Lease specifically excludes Parcel "IT' in the plat below.
x
A
'r
" r
" %
NV
"go
q
GREEN GROWTH 2 LLC
X16055 -0I
PARI D: 40019 01001
GREEN GROWTH 2 LLC 803 FIRST ST
Most Current r
Current Owner Co- Care Mailing Address
Owner Of
GREEN GROWTH 2 LLC 709 EAST BROAD STREET SUITE A SAVANNAH GA
31401
Co-OwnerOwner ddr Address - Zip
GREEN GROWTH 2 LLC 709 EAST BROAD STREET SUITE A SAVANNAHGA 31401
Status
ACTIVE
Parcel ID
40019 01001
Category Code
RES - Residential
Bill #
2924189
Address
803 FIRST ST
Unit # / Suite
City
TYBEEISLAND
Zip Code
31328 -
Neighborhood
20270.00 - T270 TYBEE SCEVEN
Total Units
Zoning
C-2
Class
R3 - Residential Lots
Appeal Status
Legal Description PARCEL A; RECOM AND DIVISION OF LOT 15 AND LOT
23 OF LOT 16 FORT WARD TYBEE ISL
Deed Book 388D
Deed Page 244
Permits
Permit # Permit Date Status Type Amount
02-0604-1 12/18/2002 Complete RF - ROOF $3,000.00
Inspection Date Reviewer ID
04/01/2021 RKRYZAK
12/06/2017 KMMORENO
07/23/2014
05/11/2007
Appraised Values
MWTHOMAS
GDWHIDDO
Tax Year
Land
Building
Appraised Total Reason
2021
156,800
82,600
239,400 APPEAL DECISION
2020
81,100
54,800
135,900
2019
81,100
54,800
135,900
2018
81,100
52,800
133,900
2017
81,100
54,200
135,300 APPEAL DECISION
2016
109,000
64,000
173,000
2015
109,000
64,000
173,000
2014
109,000
64,000
173,000
2013
109,000
80,300
189,300
2012
122,900
81,300
204,200
Sales
Sale Date Sale Sale Instrument Book - Grantor Grantee
Price Validity Page
06/04/2013 0 U TD 388D - 244 BROWN GAIL LAVERNE GREEN GROWTH 2 LLC
07/17/1997 0 U ED 186S-238 BROWN CORINE L/T* BROWN GAIL LAVERNE
07/17/1997 0 U NA 186S - 0238 BROWN WALTER BROWN CORINE L/T
Land
Line Number
1
Land Type
U - UNIT
Land Code
02 - 24 FAMILY
Square Feet
23,522
Acres
.54
Influence Factor 1
25
Influence Reason 1
SZ
Influence Factor 2
Influence Reason 2
Residential Building
Card #
Actual Year Built
Effective Year Built
Type
Style/Stories
Percent Complete
Quality
1
1950
1 - Single Family Residence
1 - ONE STORY
100
300
Condition AV -AVERAGE
Living Area 1,684
Basement Area 0
Finished Basement Area No
Bedrooms 3
Full / Half Rqth.q 1/0
Lisa Schaaf
From: Downer Davis <dkdjr07l4l9@yahoo.com>
Sent: Wednesday, September 1, 2021 4:38 PM
To: George Shaw
Cc: Randy Richter; Lisa Schaaf
Subject: Re: 803 1 st street
1=
C1.0
17 CONTRACTOR SHALL PROVIDE CRUSHED STONE 6" THICK, 50'MIN. LONG BY 20'MIN.
WIDE ATALL CONSTRUCTION EXITS TO MINIMIZE TRANSPORT OF SOIL FROM SITE BY
VEHICLE WHEELS.
The GSWCC Manual "green book" calls for #3 stone. Notes such as this have led Contractors to place crus
run (road base) which does not perform as expected. I'd recommend revising this note for this project. I
T"t
INSPECTOR ON SITE AT ALL TIMES DURING LAND DISTURBING
I've seen such requirements for highly sensitive sites and Federal lands. To clarify, Tybee does not require such -
a Level I B certification on site.
CLI & 4.0 DOT approval of the improvements in HWY 80 is required unless Tybee has a current agreement
that I'm not aware of.
C2.0 The eastern most parking space of the 5 -space northern row does not have the required 24' depth directly
behind it for maneuvering. It appears these five could be shifted slightly westward to provide some relief
without creating the same issue to the west. Under Tybee's prior "compact vehicle" code references, this issue
would be closer to if not within, code conformance.
C3.0 The northern end of the west swale needs clarification on where it ends. There are proposed grades
veering slightly away from the property line, but there's no label for continuing the swale. The silt fence border
does include this end of the swale.
C3.1 I'm not understanding the purpose or justification of using 98 for the curve factor and considering the site
to be completely impervious under pre and post conditions. I do agree that if proper open graded suitable stone
without fines clogging the voids is used, and if the pavers in the handicapped area are permeable to
GSWMM/CSS standards, the pre and post runoff could be the same. As retention is not being provided, the
actual curve numbers need to be used.
The swale capacity to convey the 25 -year storm needs to be verified.
Except for DOT approval, these comments should be easily addressed. While I foresee no major issues
regarding work in HWY 80, 1 defer to them on commenting on work within HWY 90 R.O.W.
I
Lisa Schaaf
From: Randy Richter <rrichter@cci-say.com>
Sent: Tuesday, September 7, 2021 9:28 AM
To: George Shaw; Lisa Schaaf
Cc: Downer Davis; tybeeartemporium@gmaii.com
Subject: 803 1 st Street
Attachments: TYBEE ARTS EMPORIUM 090721.pdf
I have revised the plans per Comments received from Downer Davis via email on 09/1/21. 1 have the revised plans and
calculations attached. I offer the following response to the comments
C1.0
17 CONTRACTOR SHALL PROVIDE CRUSHED STONE 6" THICK, 50, MIN. LONG BY 20, MIN.
WIDE ATALL CONSTRUCTION EXITS TO MINIMIZE TRANSPORT OF SOIL FROM SITE BY
VEHICLE WHEELS.
The GSWCC Manual "green book" calls for #3 stone. Notes such as this have led Contractors to
place crusher run (road base) which does not perform as expected. I'd recommend revising this note
for this project.
Note 17 has been revised on Sheet CO. 1 and the Detail shown on Sheet C5. 1 has been revised to
C
45 -THE CONTRACTOR SHALL HAVEA CERTIFIED EROSIONAND SEDIMENTATION CONTROL
INSPECTOR ON SITE AT ALL TIMES DURING LAND DISTURBING
I've seen such requirements for highly sensitive sites and Federal lands. To clarify, Tybee does not
require such a Level 1 B certification on site.
This typical note revised to state it is recommended.
DOT approval of the improvements in HWY 80 is required unless Tybee has a current
agreement that I'm not aware of.
GDOT Drive Permit applied for. Awaiting approval.
C2.0 The eastern most parking space of the 5 -space northern row does not have the required 24'
depth directly behind it for maneuvering. It appears these five could be shifted slightly westward to
provide some relief without creating the same issue to the west. Under Tybee's prior "compact
vehicle" code references, this issue would be closer to if not within, code conformance.
Parking spaces moved west to provide a minimum of 24 feet of depth. A dimension line added to
show this area.
C3.0 The northern end of the west swale needs clarification on where it ends. There are proposed
grades veering slightly away from the property line, but there's no label for continuing the swale. The
silt fence border does include this end of the swale.
The swale ends In,the small depression at the northern end of the property. It allows additional time
for infiltration. The lowest elevation on the boundary edges of the site is located at the north end of
this depression at an elevation of 6.2. If the site would ever receive more than a 100 year rainfall
event, this would be the exit point of the additional flooding rainfall.
C3.1 I'm not understanding the purpose or justification of using 98 for the curve factor and
considering the site to be completely impervious under pre and post conditions. I do agree that if
proper open graded suitable stone without fines clogging the voids is used, and if the pavers in the
handicapped area are permeable to GSWMM/CSS standards, the pre and post runoff could be the
same. As retention is not being provided, the actual curve numbers need to be used.
The swale capacity to convey the 25 -year storm needs to be verified.
It was a comparison to show that the existing and proposed rainfall conditions are both retained on-
site within the Type "A" soil. The calculations have been revised to show the actual runoff rates using
the actual site CN values, The Swale analysis has been provided on sheet C3.1 and shows that it will
convey a maximum of 0.935 CFS. This swale will convey the 100 year to event of 0.711 cfs.
Lai IN r�1,z4vi 1r, I Ed
COLEMAN COMPANY, INC.
2
DAVIS ENGINEERING
PO Box 1663 Tybee Island, Georgia 31328
September 13, 2021
George Shaw, Director of Community Development
City of Tybee Island
P.O. Box 2749
Tybee Island, GA 31328 Phone (912) 786-4573 Fax: (912) 786-9539
RE: 803 1 st St.
Dear Mr. Shaw:
My review is limited to land development activities. I have not attempted to duplicate the work of the Planning
Commission or City staff with regard to setbacks, density, zoning, tree protection or subdivision regulation
issues.
Within the scope of my design review, to the best of my knowledge and belief, it is my opinion the proposed
work complies with the drainage requirements of the Land Development Code of the City of Tybee Island.
Any recommendations do not relieve the project of the requirement to obtain any other required permits,
approvals, etc... by the GA D.O.T. (currently under review) or other governmental body or authority having
jurisdiction over any portion of this project.
Please contact me if you have any questions on this matter
Sincerely,
I
Downer K. Davis, Jr., P.E.
22202108
CA
MAP
NOT YtTITO SCALE
VICINITY MAP (N.T.S.)
J ErR"'EM""T' f AL I A N
REVISIONS PROJECT SITE DATA
PROJECT ADDRESS: 803 FIRST STREET
PROJECT CITY, STATE: TYBEE ISLAND, GEORGIA
OWNER/REPRESENTATIVE: JEREMY ALTMAN
PROPERTY AREA: 0.545 AC
DISTURBED AREA:
ZONING:
VERTICAL DATUM: NAVD88
HORIZONTAL DATUM: NAD83
FLOOD ZONE:
. . .... WATER & SEWER PROVIDER: CITY OF TYBEE ISLAND
PINS:
SURVEY PREPARED BY: COLEMAN COMPANY, INC.
GEOTECHNICAL BY:
ARCHITECT:
CONSTRUCTION EXIT LOCATION:
SHEET INDEX
SHEETNUMBER I 'SHEETTITLE
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JOB NUMBER: 21-239
DATE: 08/16/21
DRAWN BY:
CHECKED BY:
SCALE: AS NOTED
COVER
SHEET:
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v
GENERAL NOTES
I. CO WRACTMWLLBEREOUNEDTOARENDAPRE-CONSTRUE MNWNFERENCEWRHTHEGOV MMENTALAGENGYIN
CHARGE OF THE PROJECT.
Z GONTWCTOR WILL BE RESPONSIBLE FOR OBTAINING ALL REWIRED PERMITS AND INSPECTWNS AS REQUIRED FOR APPROVAL
OF THE WORK WITH THE GOVERNMENTAL AGENCY WITH JURISOICTDN.
& CONTRACTOR WILL BE RESPONSIBLE FOR COST OF AND COORDINATION WITH LOCAL UTILITY COMPANIES OR AGENCIES FOR
RELOCATION OF. OR CONNECTION TO, ALL EXISTING UTILITIES INCLUDING POWER AND TELEPHONE POLES AND WIRES.
4. AMEMNATIONS AREBASED ON MEANSEALEVEL DATUM, NAVD55.
5. A MINIMUM SHOULDER WIDTH OF 4 FEETWITH A MINIMUM TRANSVERSE SLOPE OF SY. WILL BE PROVIDED ADJACENT TO CURBS
AND WALKS. ALL WAII(S SHALL HAVE A MINIMUM SLOPE OF M.
6. MAXIMUM EARTH SLOPES WILL BE 31. GRADE FROM SHOULDER EDGE TO RIGHT -OF -WAV AT 1% MINIMUM.
7, REMOVAL AND REPLACEMENT OF UNSUITABLE SUBGRADE MATERIAL WILL BE PAID FOR ON A CUBIC YARD BASIS IN PLACE
MEASUREMENT, AT SUCH AUTHORIZED PRICE PER CUBIC YARD, AS AUTHORIZED BY ME ENGINEER
S. PROVIDE 1 EXPANSION JOINT IN NEW WALKS FOR DEPTH OF CONCRETE, WITH BITUMINOUS SEAL FOR TOP I INCH MINIMUM
DEPTH AT ABUTMENTS WITH BUILDINGS OR OTHER CONCRETE STRUCTURES
S. _UT. TION JOINTS WILL BE PROVIDED N ACCORDANCE WITH DETAILS. CUT TO BE IM DEPTH OF CONCRETE
MINIMUM.
10. ALLDIMENSIONSARE TO EXTERIOR FACE OF BUTIDNG, EDGE OF SURFACE COURSE OR FACE Of CURBING UNLESS
OTHERWISE NOTED.
11. ALLANGLES MEN DEGREES UNLESS OTHERWISE NOTED.
12 THE CONTRACTOR SHALL KEEP ACCURATE RECORDS FORM BUILTS' PURPOSES AND PROVDETHIS INFORMATION TO THE
ENGINEER AT THECOMPLETIONOFTHEPROIECT. FTHECONTRACTORFAILSTOFURNISHTHISINFORMATIM,THEENGINEER
WILLOBTAN THE NECESSARY INFORMATION AND CHARGE THE CONTRACTOR FOR THE SERVICES. THE ENGINEER WILLCHECK
INFORMATION PROVIDED BY THE CONTRACTOR FOR ACCURACY. M BUILT INFORMATION INCLUDES. BUT IS NOT LIMITED TO, THE
FOLLOWING: ALLUTILITIES INCLUDING INVERTS. TOP ELEVATIONS. PIPE LENGTHS AND TYPE OF CONSTRUCTION MATERIAL; SPOT
ELEVATIONS ON FORCE MANS AND WATER LNES. THE DISTANCE OF THE CEWERLINE OF ITTILWES FROM A PERMANENT
STRUCTURE. ALL VALVE MANHOLES AND VALVE BOXES SHALL BE LOCATED WITH RESPECT TOA PERMANENT STRUCTURE.
GRADES SHALL BE CONFIRMED INROADS AND PARKING AREAS AS WELL M SWAUWTO SHOW DIRECTION OF STORMWATER
FLOW. THE FINISHED ROOK ELEVATION SHALL BE SHOWN ON ALL BUILDNGS.IF THE LANDSCAPING IS CHANGED IN ANY WAY
MAS BUILT OFTHE LANDSCAPE PLAN IS TO W SUBMITTED TO THE ENGNEER: AND ANY OTHER REQUIREMENT MME BY CRY
OF TYBEE ISLAND.
13. ALL NEW DISTURBED AREAS WILL BE GRASSED BY SEEDING OR SPRIGGING IN ACCORDANCE WITH CURRENT VERSION OF THE
MANUAL FOR EROSION & SEDIMENT CONTROL IN GEORGIA, AND M DIRECTED BY THE ENGINEER.
14.CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND MANWAIING ALL EROSION AND SEDIMENT CONTROL MEASURES
IN ACCORDANCE WITH STATE AND LOCAL REQUIREMENTS.
15. CONTRACTOR SHALL PROVIDE DUST CONTROL OF ALL DISTURBED AREAS BY THE USE QFWAAM AND PMT GROWING,
TEMPORARY VEGETATION ON ALL STOCKPILED SOLS.
56. COWMCTORWBLPROVIDEAGONSTRUCOMSCHEDULEIWLUDNGALLEROSDNMDSMIMEWCOWROLMEASURES.
17. CONTRACTORSHAMPROVIDE NO.3 CRUSHED STONE 6'THICK 50'MIN. LONG BY 20' MIN. WIDE ATAU CONSTRUCTION EXITS
TO MINNIZE TRANSPORT OF SOIL FROM SITE BY VEHICLE WHEELS.
18, ALL EXISTING INLETS AND DITCHES SUBJECT TO STORM WATER RUNOFF FROM THE SITE AND ALL NEW INLETS SHALL BE
PROVIDED WITH HAY SALES SILT BARRIERS TO MINIMIZE SOL TRANSPORT OFF SITE BY STORM WATERS,
14. ALL MATERIAL AND INSTALLATION PRACTISES ASSOCIATED WITH THE CONSTRUCTION OF THIS PROJECT SHALL MEET ME
CURRENT REQUIREMENTS OF THE CITY OF TYBEE ISLAND AND CHATHAM COUNTY DEVELOPMENT REGULATIONS AND
SPECIFICATIONS
W. TESTING -PROVIDE ALL TESTING AS REQUIRED N THE SPECIFICATIONS. PROVIDE ENGINEER WITH COPY DIRECT FROM TESTING
UB
21. CONTRACTORSHMIMAINTAIN SITEONA DAILY BASISTO PROVIDE FOR POSITIVE GRAINAGE. CONTRACTOR, AT HIS COST,
SHALL GRADE SITE AND PROVIDE NECESSARY TEMPORARY DRAINAGE SWALESTO INSURE STORM WATER DOES NOT POND M
SITE.
U. ANY DETENTION BMIMS SHALL BE CONSTRUCTED IN CONJUNCTION WITH CLEARING AND GRADING TO HELP PREVENT THE LOS
OF SEDIMENT FROM THE SITE. THE CONTRACTOR SHOULD CLEAN OUTANY SEGMENT DEPOSITED IN THE BASINS DURING THE
CONSTRUCTION PERIOD SO THAT THE SPECIFIED WATER DEPTH AT NORMAL POOL IS MAINTANED;THE CONTRACTOR MAY OVER
EXCAVATE THE BASINS TO ACCOMPLISH THIS, IF DESIRED, AT HIS OWN EXPENSE AND WITH THE CONCURRENCE OF THE
ENGINEER.
2S. PRIOR TOCONSTRUCTION, ALL BUILDING AREAS. PLUS IO FELT ON EACH SDE AND ALLAH TO BE PAVED, SHOULD BE
STRIPPED OFALL VEGETATION, TOP SOILAND ROOT SYSTEMS.
24. SITEDRAINAGE SHOULD BE ESTABLISHED TO PREVENT ANY PONDED WATER CONDITIONS WORN THE CONSTRUCTION AREA
AND TO FACILITATE THE RAPID RUNUFF OF STORM WATER.
M. MY STUMP HOES OR OTHER DEPRESSIONS SHOULD BE CLEARED OF LOUSE MATERIAL AND DEBRIS AND SHOULD THEN BE
BACKFILLED WITH APPROVED FILL THE BACKFILL SHOULD BE PLACED N SIX INCH MAXIMUM LIFTS AND COMPACTED TO 45%
DENSITY IN ACCORDANCE WITH PSTN-D-IM1.
M. ANY UTILITIES THAT UNDERLIE THE SUE SHOULD BE RELOCATED AND THE TRENCHES BACKFUED WITH APPROVED WE THE
BACKFILL SHOULD BE PLACED IN FIX INCH MAXIMUM LIETS MD COMPACTED T095%DENSITY IN ACCORDANCE WITH
ASTM -0-1557.
27. THE SUBGRADE SHOULD BE M -ROLLED WITH A LOADED DUMP TRUCK TO LOCATE UNSTABLE OR SOFT AREAS. THESE
MUS SHOULD THEN BE INVESTIGATED TO DETERMINE THE CAUSE d: THE INSTABILITY. F DUE TO UNSUITABLE SOIL, SUCH"
HIGHLY ORGANIC SOLS OR SOFT GUYS, THE AREA SHOULD BE UNDERCUT TO A FIRM SOL AND REPLACED WITH APPROVED FILL
COMPACTEDNSIXINCHLIFTSTO MINIMUMDEMS OF95%NACCORDANCEWITHASTM-D-1547. FTHEINSTABILNYISDUETO
EXCESS MOISTURE N OTHERWISE SUITABLE SOL THE AREA SHOULD BE DRAINED AND COMPACTED TO MY. DENS". MY FILL
REQUIRED TO LEVEL OR RAISE THE SITE SHOULD THAN BE PACED IN W THICK LOOSE LIFTS AND COMPACTED TO M% DENSITY
IN ACCORDANCE WITH ASTM -DANT.
28. ALL OF THE FILE FOR THIS PROJECT SHOULD CONSIST OF A CLEAN, FREE DRAINING SMD WITH A MAXIMUM OF IFY, FRIES. THE
FILL SHOULD BE FREE OF OBJECTIONABLE ROOTS, GUY LUMPS AND DEBRIS.
W. MOISTURE CONTENT SHALL BE AT OR BELOW OPTIMUM.
W. ALL WATER USED FOR CONSTRUCTION SHALL BE METERED THROUGH M APPROVED BACKFLOW PREVENTION DEVICE AND FIRE
HYDRANT METER OBTAINED FROM THE CRY OF TYBEE ISLAND CONVEYANCE AND DISTRIBUTION DEPARTMENT.
3f. T SHALL BETHE RESPONSIBILITY OF THE DEVELOPER TO FOLLOW THE COMPREHENSIVE MONITORING PUN PREPARED FOR
THE DEVELOPER BY COLEMAN COMPANY. INC.
32. ALLTAPS ON A BASIN FOR SERVICE UTERAU SHALL BE MADE WIT[ AN ALL STAINLESS STER DOUBLE STRAP EPDXY COATED
TAPPING SADDLE. THE SIZE OF THE SADDLE SHALL BE WATER MAN DIAMETER C-900. 1' -THREAD'.
M. ALL FIRE HYDRANTS AND VALVES SHALL BE MANUFACTURED BY AMERICAN, DARLING MUELLER M MOH.
34.50 L.F. OF C UNDER DAN AND ROCK SHALL BE INSTALLED FROM EACH SIDE OF EACH GRATE INLET. CONTRACTOR SHALL
VERIFY THE STATICWATER ELEVATION OFTHE PROPOSEDEXISTING DRAINAGE SYSTEM EACH ROADSIDE INLET ISA
COMPONENT OF AND HOT INSTALL THE UNDERDRAN BELOW THAT STATIC ELEVATION.
WAVY AND ALL ULAYCROGSINGS FOR WATER MAINS BETWEEN STORM OR SEWER PIPING SHOULD BE ACCOMPLISHED W USING
OF 4Y BENDS BOTH DOWN AND UP.
MALL KNOWN UTLIIY FACILITIES ARE SHOWN SCHEMATICALLY ON THE PLARSAND ARE NOT NECEMMLY ACCURATE M TO PAN
GR ELEVATION. IfTILITY FACILITIES SUCH M SERVICE LINES OR UNKNOWN FACILITIES NOT SHOWN ON THE PUNS WILL NOT
RELIEVE THE CONTRACTOR OF HIS RESPONSIBILITIES, EXCEPT AS NOTED BELOW. THE CONTRACTOR WILL NOT BE
RESPONSIBLE FOR THE COST OF REPAIRS TO DAMAGED UTILITY FACILITIES OTHER THAN SERVICE LINES FROM STREET MAINS
TO ABUTTING PROPERTY WHEN SUCH FACILITIES ME NOT SHOWN ON THE PUNS AND THEIR EXISTENCE IS UNKNOWN TO THE
COW RACTM PRIOR TO THE DAMAGES MWRRING PROVIDINGWE ENGNEER DETERMINES THE CONTRACTOR HM
OTHERWISE FULLY COMPLIED WITH THE SPECIFICATIONS.
37.CONTWCTOR(S) SHAD- VERIFYTHE LOCATION OFALL UNDERGOUND UTLITES, CONTHACTOR(S) ME RESPONSIBLE FOR
LOCATING. PROTECTING, REPAIRING, AND REPLACING MY AND ALL UNDERGROUND UTILITIES DURING ALL PHASES OF
CONSTRUCTION` COLEMAN COMPANY, W. HAS LL MADE A DILIGENT EFFORT TO LOCATE AABOWE AND BELOW GREDND
UTILITIES BUT CANNOT GUARANTEE THAT ALL PRESENT UT ES HAVE BEEN IDENTIFIED. CONTRACTOR SHALL CALL UTILITY
PROTECTION CENTER (1.500.202-7411) AT LEAST 3 DAYS PRIOR TO BEGGING AND SHALL NOT BEGN DIGGING U W IL ALL
UNDERGROUND UTILITY LOCATIONS ARE COMPLETE.
M. ALL DEMOLITION DEBRIS SHALL BE PROPERLY OISPOSED AT THE CONTRACTOR'S EXPENSE.
39. A CONTINUOUS RUN OF PASACR METALLIC WE SHALL BE INSTALLED ABOVE THE TOP QU PVC PPE USED FOR GRAVITY
SEWER AND FORCE MAINS AT APPROXIMATELY 30' BELOW FINISHED GRIME THE TAPE SHALL BE SURMLE FOR DETECTION
WITH METAL PIPE LOCATION EQUIPMENT. COLOR COUED AND UBELED TO IDENTIFY CONTENTS OF THE PIPE AND BRIGH ILY
COLOREDTOGOWRASTWITH THE SOIL NMDMON TOTHETAPE, ACON NUNS RUN OFTRACERWIRE SHALLBE ATTACHED
TO THE PIPEAND CONNECTED TO MANHOLE F NGS ON PIPE RUNS GRATER THAN SKY, THE TRACER WIRE SHALL BE ATTACHED
TO A T GALVANIZED PFE WITH A 100 DEGREE BEND AT THETOP. EXTENDING— ABOVE GRADE FOR CONNECTION TO LOCATOR
EQUIPMENT. THE MAXIMUM DISTANCE BETWEEN T PIPE STUBS SHALLBE 50X.
40. ALL SANITARY SEWER ATERALS SHALL BE PROPERLY MARKED ATTHE POINT WHERE LATERALS TERMINATE WITH PVC PIPE
PAI WED GREEN. ADDITIONAL MARKINGS SHALL BE STAMPED IN THE CURB OR MARKED ON ME EDGE OF PAVING WITH AN
APPROVED PERMANENT MARKER CAPABLE BE BEING LOCATED BYA MAGNETIC LOCATOR, SUCH ASA MAIL WITH CAP, IF NO
CURB PRESENT. LATERALS SHALL BE MARKED WITH MARKING TAPE AN TRACER WIRE AS DESCRIBED MOVE.
41. A CONTINUOUS RUN OF PLASTICIZED METALLIC TAPE SHALL BE INSTALLED MOVE THE TOP OF PVC PIPE USED FOR WATER
MAINS AT APPROXIMATELY IS -TO 24' BELOW FINISHED GRADE. THE WE SHALL BE SUITABLE FOR DETECTION WITH METAL PIPE
LOCATION EQUIPMENT COLOR COOED AND LABELED TO IDENTIFY CONTENTS OF THE PIPE AND BRIGHTLY COLORED TO
CONTRAST WITH THE SOIL IN ADDITIONTO THE TAPE, A CONTINUOUS RUN OF TRACER WIRE SHALL BE ATTACHED TOME PIPE
ANO CONNECTED TO CURB STOPS MD BROUGHTTO TOP OF VALVE ON PIPE RUNS GREATER THAN 500'. THE TRACER WIRE
SHALL BEATTACHEDTOATGALVANZ DPFEWITHA160DEGREEBENDATTHETOP.EXTENDING36"ABOVEGRADEFOR
CONNECTION TO LOCATOR EQUIPMENT. ROME MAXIMUM DISTANCE BETWEEN T PIPE STUBS SHALL BE WV.
4Z ALL WATER SERVICES SHALL BE PROPERLY MARKED ABOVE GROUNDWRH PVC PIPE PANTED BLUE. ADDITIONAL MARKINGS
SHALLBE STAMPED INTHE CURB OR MARKED ON THE EDGE OF PAVING WITH M APPROVED PERMANENT MARKER CAPABLE OF
BEING LOCATED BY A MAGNETIC LOCATOR SUCH AS A NAIL WITH CAP, IF NO CURB PRESENT. SERVICES SHALL BE MARKED WITH
MARKING WE AN TRACER WIRE AS DESCRIBED ABOVE.
43.TRACER WIRE SHALL BE REWIRED ON ALL STORM PIPE
44.THE COWAACTOR SHALL HAVE APPROVED PLANS ON SITE AT ALL TIMES DURING LAND DISTURBING ACTIVITIES.
4&IT IS RECOMMENDED THAT THE CONTRACTOR HAVE A CERTIFIED EROSION AND SMINENTATDN CONTROL INSPECTOR ON SITE
AT ALL AIRES DURING LAND DISTURBING ACTIVITIES.
-ALL CONSTRUCTION MATERIALS AND WORKMANSHIP SHALL BE N ACCORDANCE WITH THE CITY OF TYREE ISLAND AND CHATHAM
COUNTIES LATEST CONSTRUCTION SPECIFICATIONS AND DETARB,
47.ALL CURB AND GUTTER TO BE 10' STANDARD PITCH CURB UNLESS OTHERWISE NOTED.
QK FOR CITY WATER AND SEWER LINE LOCATIONS, CONTACTTHE UTLITIES PROTECTION CENTER (1-800-282-741 A A MINIMUM OF
SEVENTY-TWO (72) HOURS PRIOR TO DIGGING.
4%THE CONTRACTOR SHALL BECOME FAMILIAR WITH THE REPORT OF GEOTECHNICAL ENGINEERING REPORT PREPARED FOR THIS
PROTECT BY MINER LABORATORY INC. A COPY CAN BE OBTAINED. AT CONTRACTOR'S EXPENSE, EITHER DIRECTLY FROM
WHITAKER OR FROM ME ENGINEER
SMSTORM SEWER SPECIFICATIONS FOR MANHOLE COVER IN STREET'
GENERAL. ALL CASTINGS SHALL BE MANUFACTURED IN THE UNITED STATES OF AMERICA BY NEENAH FOUNDRY COMPANY,
U.S. FOUNDRY A MANUFACTURING CORPORATION, EMT.ORDAN IRONWORKS, INC. OR APPROVED EQUAL THEY SHALL BE OF
UNIFORM WALITY, FREE FROM SAND HOLES, SHRINKAGE CRACKS, COLD SHUTS OR OTHER DEFECTS. CASTINGS SHALL BE
SMCGAN AND WELL CLEARED BY SHOT BLASTING.
MATERIALS: GRAY IRON CASTINGS SHALL BE MANUFACTURED FROM IRON CONFORMING TO ASTM A45 CUSS MR AND ASTM
AIS CUSS 30. DUCTILE IRON CASTINGS SHALL BE MANUFACTURED TRUE TO PATTERN AND COMPONENT PARTS SHALL FIT
TOGETHER PROPERLY. ROUND MARHCLE FRAMES, COVERS AND GRATES SHALL HAYS MACHINED BEARING SURFACES TO
PREVENT ROCKING TOLERANCES SHALL BE ACCEPTED FOUNDRY STANDARDS AS OUTLINED IN THE IRON CASINGS HANDBOOK
PUBLISHED BY THE AMERICAN FOLNORYMEN'S SOCIETY. NC. CASTINGS WEIGHTS SHALL NOT VARY MORE THAN S% MOW CIS
BELOW THOSE VALUES REPRESENTED BY ME MANUFACTURER-
EI ALL CASTINGS SHALL BE CLEARLY MARKED WIRD THE MANUFACTURE'S NAME. COMPANY LOGO AND'MME IN USA'
IN CAST LETTERS ADDITIONALLY. THE TOP OR TRAFFIC SIDE OF ALL CASTINGS SHALL BE CLEARLY MARKED'STORM AND'CITY
OF TYBEE ISLAND' IN RUSH CAST UMMS AND THE TOP OR TRAFFIC SIDE OF ALL CASTINGS DESIGNED TO COLLECT WATER,
(CATCH BARNS, GRATES, ETC.I SHALL BE CLEARLY MARKED TRAINS TO RIMER- 00 NOT DUMP- OR SIMILAR VERBIAGE THAT
ACHIEVES THE SAME MEANING
SI WERNAAMAL FINE CEDE 2015 EDITION:
SECTION 3310
ACCESS FOR FIREFIGHTING
MULL REWIRED ACCESS. APPROVED VEHICLE ACCESS FOR FNEFlGWING SHALL BE PROVIDED TO ALL CONSTRUCTION OR
DEMOLITION SITES. VEHICLE ACCESS SHALL BE PROVIDED TO MAN 100 FEET Is— METERS) OF TEMPORARY OR PERMAREW
FIRE DEPARTMENT CONNECTIONS. VEHICLE ACCESS SHALL BE PROVIDED BY EITHER TEMPORARY OR PERMANENT ROADS,
CAPABLE OF SUPPORTING VEHICLE LOADING UNDER ALL WEATHER CONDITIONS. VEHICLE ACCESS SHALL BE MAINTAINED
OWL PERMANENT FIRE APPARATUS ACCESS ROADS ME AVAILABLE.
McnoN 3312
WATER SUPPLY FOR FIRE PROTECTION
3312.1 WHEN REQUIRED. AN APPROVED WATER SUPPLY FOR FIRE PROTECTION, EITHER TEMPORARY OR PERMANENT. SHALL BE
MME AVAILABLE AS SOON M COMBUSTIBLE MATERIAL ARRIVES ON THE SITE.
52MAXIMUM BUILDING HEIGHT IS TO BE 4 PER APPENDIX A, ARTICLE III, SECTION 6 OF THE CITY OF TYREE ISLAND COOFIED
ORDINANCES.
S3.IN THE CASE OF ANY CONFLICT OF THESE CONSTRUCTION DOCUMENTS AND THE CITY OF TYREE ISLAND CODIFIED ORDINANCES,
STANDARDS. SPECIFICATIONS, OR DETAILS, THE CITY OF TYBEE ISLAND STANDARDS ME TO TAKE PRECEDENCE.
MA NOTES
1. ACCESSIBLE ROUTE -EXTERIOR:
MINIMUM CLEAR WIDTH IS T. F ACCESSIBLE ROUTE HAS LESS THAN 5CLEAR WDTH. THEN
PASSING SPACES AT LEAST SKS- SHALL BE LOCATED EVERY 200' OR LESS (INTERSECTING
SIDEWALKS MEET THIS REQUIREMENT). LONGITUDINAL (RUNNING) SLOPE MAY NOT EXCEED
5%UNLESS RAMP IS INSTALLED (AMPS MAY NOT EXCEED 8.33%j. CROSS SLOPE MAY HOT
EXCEED 2I: GAPS IN ROUTE MAY NOT EXCEED IM IN WDTH.
2. FINISHED SURFACE HEIGHT DIFFERENCE REQUIREMENTS. -
A.5 TO VP: NO REQUIREMENTS
8.1[4'TOUT BEVELWITHI2SLOPE '
C.LARGERTHANET CONFORMTOREQUIREMENTSFORRAMP
3. RAMPS:
MAXRAMP SLOPE 0.33%(1:12)
•• RMPSUEEPERTHAN8.33%ARENOTACCEPTABLE
•• MAXRNSE FOR ANY RMP RUN IS 3P (AT 8.33%SLOPE, MAXIMUM RUN OF RAMP ISSD')
•e MAXCRCWSLOPEOFRAMP2%(lWD
A ANDNGS :
•.. RAMPS SHALL HAVE LEVEL LANDINGS AT BOTTOM AND TOP OF EACH RAMP.
... LAN NOR SHALL BEATLEASTASWDEAS RAMP LEADNGTO T.
eee LANDING LENGTH SHALL BE MINIMUM 5 CLEAR
... IF RAMPS CHANGE DIRECTION AT LANDING, MINIMUM URGING SIZE SHALL BE 57X5.
ALL LANDINGS ARE TO BE NO MORE THAN 2Y SLOPE IN ANY DIRECTION.
•••B HANDRAILS:
... HANDRAILS REOUIRED ON BOTH SIDES (MIN. 36' CLEAR BETWEEN HANDRAILS) MEN
RAMP RISE IS GREATER TUM 6'.
+» PROVIDE MINIMUM IT LONG HANDRAIL EXTENSIONS AT TOP AND BOTTOM
LMDINM.
+.. PROVIDE MINIMUM T HIGH EDGE PROTECTION OR RAL WITH LESS THAN 4` CLEAR TO
RAMP F RAMP HAS DROP-OFFS.
+» ROUTES BETWEEN BUIDINGSWITH ONLY DWELLING UNITS DO NOT HAVE TO HAVE
HANDRAILS.
... STAIRS NOT ALLOWED M PART OF ACCESSIBLE ROUTE BUT IF MJACENTM ROUTE
OR PART OF TENANT SPACE MUST MEET REQUIREMENTS FOR STAIR RAILS.
6.
CURB
RB RAMPS:
•• MAXSLOPE0FCUMRAMP&33%
•• MAXSLGPE FLARES IO%
OF SI DE FR
•• MAX SLOPE OF ADJOINING GUTTERS, ROAD SURFACE. OR ACCESSIBLE ROUTE SO,
•• MIN WIDTH 3G' (NOT INCLUDING SIDE FLARES).
•• DETECTABLE WARNING IS REQUIRED ON CURB RAMPS IN PUBLIC RIGHT OF WAYS, AND
SHALL BE 24' MINIMUM IN ME DIRECTION OF TRAVEL ANO EXTEND THE FULL WIDTH OF
THE CURB RAMP OR FLUSH SURFACE. DETECTARM WARNNGS SHALL BE LOCATED SO
THE EDGE NEARESTTHE CURB LINE IS T TO 8' FROM THE CURB LINE.
S. PAVEMENT MARKINGS'.
•• ASREWIRED BY LOCAL JURISDICTIONAL AUTHOR" (RECOMMENDED CROSSWALK
ACCESSIBLE PEDESTRIAN ROUTE
MARKING TO DESIGNATE CE I !
5. 'MICROREADER
•• MINIMUMBWIDE ACCE-ISMPARKING TSTANDSPACE.
D
•• MINIMUM S WI DE ACCESS AISLE AT VAN ACCESSIPAGES
BLE
•• MINIMUM B' DE (ESD) LOP AISLEADVECTION SSIBIE SPACES
MAXIMUM 2%(1:50) SLOPE IN ANY DIRECTION
].•SIGNAGE
ACCESSIBLE PARKING SPACES SHAM BE DESIGNATED AS RESERVED BY A SIGN
SHOWING
HESYMBOLOFACCESSIVARACCSIBLESPACESSHALHAVE MTIIONALSIG
N
VARACCESSIBLEMWWTEDBELWTHE SYMBOL SUCH SIMS SHALL BE
LOCATED SO THEY
CANNOT BE OBSCURED BYA VEHICLE PARKED IN THE SPACE (SIGNAGE , A BE INSTALLED AT
AMINIMUMHEDHTOFT OTHER
NFA E VAN ACCESSDLE DESIGNATION, ANOTMINIMUM TO
THE BOTTOM OF ALL OTHER SIGN FACES).
8. AGGS ROUTES:
MOSTCO
ST COMPLY WITH ADA. THE FAVI HOUSING ACT AND IGGtAN51 A5S7.1-2003
WATER -SEWER NOTES
1. HIGHLY CHLORINATED WATER USED IN THE DISINFECTION PROCESS SHALL BE HANDLED AND
DISPOSED OF N ACCORDANCE WISH THE LATEST CRY OF TYREE ISLAND CONSTRUCTION
SPECIFICATIONS.
Z ANY PIPE, SOLDER AND FLUX USED DURING INSTALLATION OF THE WATER LINES MUST BE'MEA
FREE' N ACCORDANCE WITH THE LATEST CRY OFTYBEE ISLAND CONSTRUCTION
SPECIFICATIONS
3. MAINTAIN MINIMUM HORIZGHTAINERTICAL CLEARANCE N ACCORDANCE WITH THE LATEST CRY
OF TYREE ISLAND CONSTRUCTION SPECIFICATIONS.
A WHERE THE WATER MAN CROSSES SEWER OR STORM PIPES, THE WATER LINE SHALL BE
DUCTLE IRON IN ACCORDANCE WITH THE LATEST CITY OF TYREE ISLAND CONSTRUCTION
SPECIFICATIONS
S. THE CONTBACTOR IS RESPONSIBLE TO BRING PROPOSED MANHOLE TOPS TO GRADE
S. MAXIMUM COVER FOR THE WATER MAN SHALL BE N ACCORDANCE WITH THE LATEST CRY OF
TYREE ISLAND CONSTRUCTION SPECIFICATIONS
T. CONTRACTOR TO VERIFY ALL INVERT ELEVATIONS OF SAMMY SEWER LATERALS PRIOR TO
CONSTRUCTION. NOTIFY ENGINEER WITH INVERT DATA M INSURE THERE ME NO CONFLICTS.
A. ALL FILLING AND HYDROSTATIC TESTING OF NEW MANS SHALL BE COORDINATED WITH AND
WITNESSED BY THE CRYS INSPECTOR.
R. INTERNAL FINE SPRINKLER PROTECTION IS TO W DESIGNED AND SUBMITTED SEPARATELY, BY
OTHERS, TO BUILDING INSPECTIONS AS NECESSARY,
10. INDUSTRIAL WASTEWATER DISCHARGE IS NOT ANTICIPATED NOR DESIGNED FOR WITH THIS
DEVELOPMENT.
11. IN AMMON TO THE SEDIMENTATION AND EROSION CONTROL MEASURES AS INDICATED ON
THE PUNS THE CONTRACTOR SHALL TAKE WHATEVER ACTIONS AS ARE NECESSARY TO ENSURE
THAT ALL SEDIMENTATION IS CONFINED TO THE SITE AND THAT NO OFFSITE EROSION IS CAUSED
BY THE WORK EITHER DIRECTLY OR INDIRECTLY.
DEYEIOPMEW REQUIREMENTS:
ETR -WHACK: --
SIDE YARD SETBACKS:
REM YARD SETBACK: _
W%OPENSPACEREQD. TY
OPEN SPACE PROVIDED: m
'PEP PUD - FRONT MMACKCM VMY TO A MIN.1® FROM
RO.W. TO PROMOTE STAGGERED FRONTAGES CANOPY
SETBACK FROM R.O.W. 45.22
BUILDING AREA- p7
PARKING REQUIRED= -
-
PARIGNGPROVIDED= ..
SITE INFORMATION:
PARENT PN:
ZONING DISTRICT.
FLQODZONE
-
SIZE : D- AC
PROPOSED LAND USE
EROSION COW ROIL NOTES:
1. EROSION CONTROL IS ME RESPONSIBLRY OF THE CONTRACTOR. THE CONTRACTOR SHALL BE
REFPONSIBLE FOR MAINTAINING BEST MANAGEMENT PRACTICES (BMP'S) ON THE SITE AT ALL
TIMES IN ACCORDANCE WITH THESE PLANS AND THE "MANUAL FOR EROSION AND SEDIMENT
CONTROL OF GEORGIA'.
Z NAR -WE D4 SCRIPTM
LOCATION: 803 FIRSTSTREET TYBEE ISLAND,GEORGIA
EN'
NATURE OF WORK: INSTALL PARKING AND DRIVE
SIZE: AO LPROPERTYACREAGE: D
DISTURBED ACREAGE:
ZONINGCASSIFICATION:
MAXIMUM BUILDING HEIGHT:
PHASESTHE WORK WILL BE PERFORMED IN ONE PHASE
3. THERE ARE NO APPARENTWATERS OF THE UNITED STATES WITHIN 200 FEETOF THE PROJECT
SRT.
4. THERE ARE NO APPARENT WETLANDS PRESENT ON THE PROPERTY.
A ALL SUITABLE TOPSC L WILL BE STOCKPILED BY THE CONTRACTOR AND SPREAD IN PROPOSED
VEGETATIVE AREAS PRIOR TO LANDSCAPE INSTALAHON
& THE SOILS ON SITE ARE - CHPLEY
7. THISSITEISWRREWLYDEWLOPM-RESIDEWIAL.-HOMES
8. THE CONTRACTOR SHALL INSTALL ALL EROSION CONTROL MEASURES IN ACCORDANCE WITH
THE STMDMDS AND SPECIFICATIONS OF THE'MANUAL FOR EROSION AND SEDIMENT CONTROL
OF GEORGIA".
S. MAINTENANCE OF ALL SOIL EROSION AND SEDIMENT CONTROL PRACTICES. WHETHER
TEMPORARY OR PERMANEW, SHALL BE AT ALL TIMES ME RESPONSIBILITY OF THE -
IM THE CONTRACTOR SHALL ENSURE THAT STRUCTURAL EROSION CONTROL MEASURES ARE
INSPECTED DAILY. ANY DEFICIENCIES, INCLUDING SILT REMOVAL, OBSERVED SHALL BE REPAIRED
BY THE END OF THAT DAY'S WORK THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING
A DAILY INSPECTION LOG AND NOTIFYING THE OWNER AND ENGINEER OF ANY DEFICIENCIES
IDENTIFIED IN THE EROSION CONTROL MEASURES EROSION CONTROL MEASURES SHALL REMAIN
N PLACE UNTIL DISTURBED AREAS ME STABILIZED.
11. THE ESCAPE OF SEDIMENT FROM THE SITE SHALLBE PREVENTED BY THE INSTALLATION OF
EROSION CONTROL MEASURES AND PRACTICES PRIOR TO, OR CONCURRENT WITH, LAND
DISTURBING ACTIVITIES.
12 EROSION CONTROL MEASURES WILL BE MAINTAINED AT ALL TIMES. IF FULL IMPLEMENTATION
OF THE APPROVED PLAN DOES NOT PROVIDE FOR EFFECTIVE EROSION CONTROL. MOMONAL
EROSION AND SEDIMENT CONTROL WILL BE IMPLEMENTED TO CONTROL OR TREAT ME SEDIMENT
SOURCE
13, ANY DISTURBED AREA LEFT EXPOSED FOR A PERIOD CF GREATER THAN 54 DAYS SHALL BE
STABILIZED WITH MULCH OR TEMPORARY SEEDING,.
14. MV ONSITE FUEL STORAGE TANK MUST BE PROTECTED FROM LEAKS, SPILLS AND RUPTURE
AS PER APPLICABLE CODES
15. SILT FENCE MUST BE INSPECTED DAILY FOR FAILURES AND CLEANED OUT WHEN SILT REACHES
IS THE FENCE HEIGHT.
16. ALL TEMPORARY MPS FOR EROSION 8 SEDIMENT CONTROL SHALL BE REMOVED ONCE FINAL
STABILIZATION IS ACHIEVED.
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WOW/BRICK
BUILDING
FFE
10.05'
4-0019-01-008
NOW OR FORMERLY
CAROLINE L BURKE
6 CAMPBELL AVE
DB. 610 PG 264
NDICAP PARKING SYMBOL (lYP) Y
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4-0019-01-005
NOW OR FORMERLY
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4 CAMPBELL AVE
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4-0019-01-018
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801 1ST STREET
DB. 1733 PG 0174
UA
SCALE.• 1'-10°
w S 10' 20'
REMfSIONS:
09/07/21
PER CITY COMMENTS
CONCRETE
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O
DATE: 08(16/21
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PK NAIMARK
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�I:H'AIY RECESSED CUM FOR ORNEWAYS CONCRETE CURB AND GUTTER
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4-0019-01-005
NOW OR FORMERLY
GREEN GROWTH 2 LLC
4 CAMPBELL AVE
08. 3660 PG 519
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4-0019-01-018
NOW OR FORMERLY
VALENTINE VENTURE LLC
801 1ST STREET
DB. 1733 PG 0174
UA
SCALE.• 1'-10°
w S 10' 20'
REMfSIONS:
09/07/21
PER CITY COMMENTS
JOB NUMBER: 21-239
O
DATE: 08(16/21
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SCALE: AS NOTED
STAKING PLAN
SHEET:
NAI' E dm ym
IRF
S3r34W'E
IR 7.7 4�0019-01-006
6. W WOOD FENICE GIN OR FORMERLY
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6 CAM
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do 10 lo
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4-0019-01-015
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SALT PINE TOWNHOME HOME OWNERS ASSOCIATION INC
US HIGH AY 80
00. 142( PC 0249
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CONCRETE
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4-0019-01-005
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4 CAMPBELL AVE
OB. 3660 PG 519
CORNER UNDER
GOLF CART BATTERY
4-0019-01-018
HOW OR FORMERLY
VALENTINE VENTURE LLC
801 IST STREET
DEL 1733 PG 0174
DRAINAGE DIRECTION ARROW
PROPOSED CONTOUR
--90--
10_ _ EXISTING CONTOUR
EXISTING DRAINAGE FLOW PATTERN
411111 PROPOSED DRAINAGE FLOW PATTERN
z
it(c, * 0
Na. 0434t3
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REVISIONS:
09/07121
PER CV COMMENTS
0
LL.
JOB NUMBER: 21 -239
DATE: 08/16/21
DRAWN BY:
C
CHECKED BY:
Ow SCALE: AS NOTED
A
A PAVING AND
---t6
I GRADING
BENCHMARK SHEET:
PK NAIL IN CONCRETE
AV088 EU 7.57' KnwaiRM6110W.
0' V 10, w C3.0
65 HEADWALL
EDGE �A...T
4-0019-01-005
NOW OR FORMERLY
GREEN GROWTH 2 LLC
4 CAMPBELL AVE
OB. 3660 PG 519
CORNER UNDER
GOLF CART BATTERY
4-0019-01-018
HOW OR FORMERLY
VALENTINE VENTURE LLC
801 IST STREET
DEL 1733 PG 0174
DRAINAGE DIRECTION ARROW
PROPOSED CONTOUR
--90--
10_ _ EXISTING CONTOUR
EXISTING DRAINAGE FLOW PATTERN
411111 PROPOSED DRAINAGE FLOW PATTERN
z
it(c, * 0
Na. 0434t3
PRORS301M.
z
REVISIONS:
09/07121
PER CV COMMENTS
0
LL.
JOB NUMBER: 21 -239
DATE: 08/16/21
DRAWN BY:
C
CHECKED BY:
Ow SCALE: AS NOTED
A
A PAVING AND
---t6
I GRADING
BENCHMARK SHEET:
PK NAIL IN CONCRETE
AV088 EU 7.57' KnwaiRM6110W.
0' V 10, w C3.0
Hyditalmish "
= SCS
Siam ftemasecy (y")
= 25
Duanago, amO.SSO
= 49
Basin S"
Sea Wadotntot
Tc
= Tpw
TOW precip. (in)
5,77
Storm duration Gus)
= 24
I,-, (dsl
U-275
rwe mxwg ")
I
Curve )
= 49
%*auk I-0 (ft)s-
w-kritest
T " of Gana (mm)=
20
Cum tramper (CN)
Type III
SaInSfaChDr
323
Mwqln��
25YR PROPOSED
Hydrogreph
Runaff Hydrograish
Peak dischaMe (cfs)
= 0275
Q (eft)
2SYr0
Tarts 6lw4w (min)
Ida)
om -
= O.
Cum tramper (CN)
am
Basin Slope (%)
= See W
Hydraulic IencjIh (R)
= See Worksh-t
0-45--
= TP55
Time of cape (me)
= Is
0.45
Me -
Storm Distribution
Type][]
Storm duration (nm)
0.40
0.35 - - ----- - - -----
= 323
Flow fength (it)
= 100.0
O.G
0.m
Two-year 24 -hr precip. ((ar))
= 4Z0
0.00
aa0
025 t
= 0-60
0.00
0.00
0.23
1120.
0.06
+ OAS 19.86
Shallow Concentrated Flaw
am
0.43
I- larro (ft)
= 120.00
e",
0.00
watemourw slope0.60
+
(LOO
pro
Unpaved
Pawed
paved
Average vaedly (fils)
p05
0.00
0,00
Travel "Farm (min)
on,
moo -L-
-Egeno
1.60 .
0.0 ZO 4.0 &0 U
10.0 12.0 14b ISM ISA
20.0 22.0 240
25.0
'r - 0-I
-Fh..ffrfyd-QP-927(;v)
X Seasonal How am ((Mft))
= 0.00
0.00
25YR PROPOSED
Hydrogreph
= SCS
Peak dischaMe (cfs)
= 0275
Storm kequency (yrs)
= 25
Tarts 6lw4w (min)
= 1
Drainage see (w)
= O.
Cum tramper (CN)
= 49
Basin Slope (%)
= See W
Hydraulic IencjIh (R)
= See Worksh-t
Te method
= TP55
Time of cape (me)
= Is
Total precip, On)
z 517
Storm Distribution
Type][]
Storm duration (nm)
= 24
Sharpefactor
= 323
Flow fength (it)
= 100.0
O.G
all Hydwa~
y1ftwy 0 (ds)
am
0.45
0Ao
0.36
0.30
025
020
0.15
0.10
0.06
000
0.0 2.0 4.0 as 8.0 10-0 We 14.0 16-6 1&0 20-0 220 244 26-0
Tee( I
m.(-I
- Rff.9 Ryd - On = 027 (ds)
TR55 Tc Worksheet
is
#
0.40
0.35
0.30
am
manninift n-
= 0.240
0.15
lw�ew-ft-
0.65
0,00
0.0 2.0 4.0 as 8.0 10-0 We 14.0 16-6 1&0 20-0 220 244 26-0
Tee( I
m.(-I
- Rff.9 Ryd - On = 027 (ds)
TR55 Tc Worksheet
is
Sheet Flow
37.0
manninift n-
= 0.240
Flow (w4h (1)
lw�ew-ft-
sea
= 4,80
LwdsbW(%)
= 0.60
2M E)asnNG
= 9.78
Shallow Concentrabad Flow
0.00
anakraw
A
a
f. 19aft
Sheat flow
= Unpaved
Average VoWly (ftfs)
= 1,02
mormir4s n-vgue
= 0.240
0.011
OA111
Flow fength (it)
= 100.0
O.G
OA
Two-year 24 -hr precip. ((ar))
= 4Z0
0.00
0-01)
Land sloper (%)
= 0-60
0.00
0.00
Travel Theo (min)
18.85 +
0.06
+ OAS 19.86
Shallow Concentrated Flaw
------ ...... 19.00 min
am -
I- larro (ft)
= 120.00
Obo
0.00
watemourw slope0.60
+
(LOO
0.00
Unpaved
Pawed
paved
Average vaedly (fils)
125
0.00
0,00
Travel "Farm (min)
1.60 .
0.00
+ 0.00 1.60
channel ROW
X Seasonal How am ((Mft))
= 0.00
0.00
0.00
Wetted ped- ((ft))
= 0.00
0.00
0.00
Channel Wape I%)
= SAO
O.OD
0.00
fAannings nvskm
= 0.015
0,015
0.015
Ve" (HIS)
= 0.00
0.00
0.00
Firm ImWffi (R)
0.0
0.0
OA
Travel"'me ("I") . a
Taw T
Traval ime, To-- . ..... --1
+ 0 + 0 0,08
... ......... . ---- 20,00 ad.
EXISTING RAINFALL CALCULATIONS
k 111 I.M4 fWf-MM I M
2mviggAn
is
Sheet Flow
37.0
manninift n-
= 0.240
Flow (w4h (1)
= ",a
Two-yw 24 -hr procip. ((In))
= 4,80
LwdsbW(%)
= 0.60
Travel Thras (min)
= 9.78
Shallow Concentrabad Flow
0.00
Flow length (0)
= 139 -OD
Watercourse dope (%)
= 0-40
Suffooe
= Unpaved
Average VoWly (ftfs)
= 1,02
Travel Time (min)
0.011
0240
Peak dadnarge (ds)
37.0
19.0
= 100
4,80
4.80
Or~ area (at)
0.80
0.40
= 49
0.64
- 5.87 -
16.30
0.00
100
= TPS5
0.00
Oki)
TOW precip, (m)
Paved
Paved
= Type III
040
0100
Shape fachar
. 2,27 - 0.00 - 0.00 - 227
Hydroto Report HYDROLOGY -NARRATIVE
THE DMOPED LOT SMALL HAVE ADDIBONAL ON-SITE PARKING AND DRIVE ASUS FOR
100V`R EYJSTING TYBEE ARTS EMPORIUML
IT IS PROPOSED TO CONSTRUCT A WASHED STONE DRIES AND WISHED STONE
Hydrogroph laps SCS P.* &sdwp (ds) 0111 STANDARD PAINING AREAS WITH PERIEME PAVERS FOR HANDICAP PARKING. THE MIL
Store, fterprency (Y's) 100 Tans, Interval (mia) I HAS A USDA HYDROLOGIC GROUP OF TYPE "A' WHICH IS FINE SANDS WHICH ALLOW
Drabrogs ants (w) = O. Cumnumber(CAD 49 RUNOFF TO INFILTRATE INTO THE SUBSOILSTRATUM BETWEEN THE ESTIMATED
Basin Some N See whq~ TimeotcarHydraulic, tw4h QQ Waffiabeef GROUNDWATER ELEVATION AND THE PROPOSED GRADES OF THE SITE
Te method TFISS m(nen) 20See
Total precip. (in) 7.95 Slumn Distributlon= Type III SEASONAL GROUNDWATER ELEVATION WAS DETERMINED VIA USDA WEBSOIL SURVEY AND
Storm chmation Qhm) = 24 = 323 FOUND TO BE 76 CENTIMETERS OR 30 INCHES BELOW DWW GRAM.
EXISTING G2MONS
THE EXISTING SITE HAS 0.45 AC OF MOSTLY GRASS COVER WITH 0.09 AC OF ROOF TOP
AND IMPERVIOUS AREA.
Murtaff Hydirograph 11 6 CALCULATED BASED ON THE SITE HAVING MOSTLY PERVIOUS SURFACE WITH ON 49
AND A TIME OF CONCENTRATION OF 20 MIN USING A TR 55 TOTAL TRAVEL TIME THAT
THE 24 HOUR 25YR DISCHARGE RATE 15 ESTIMATED TO BE 0275 CUBIC FEET PER
a (da) SECOND OF RAINFALL AND THE 100 YR DISCHARGE RATE IS ESTIMATED TO BE 0.711
CUM FEET PER SECOND OF RWAU-
)NDITIONS
------ D SHE REMAINS THE SAW AS THE EXISTING CONDITIONS WITH THE
ADDITIONOF PEIr4Q5 PAVERS FOR K441XW PARKING AREAS AND PERVIOUS WASHED
MIND - STONE AU AND ACCESS DRIVE AISLES. THE PERVIOUS PAVERS AND WASHED STONE
ARE ASSUMED TO BE PERVIOUS TO THE SANDY SUBSOIL
070 0.70 IT IS CALCULATED BASED ON THE SITE HAVING M A MOSTLY PERVIOUS SURFACE WITH
THE USE OF WASHED STONE AND PERMEABLE PAVERS WITH A CM 49 AND A TIME OF
060 - CONCENTRATION OF 19 MIN USING A TR 55 TOTAL TRAVEL TIME THAT THE 24 HOLM
jj 25YR DISCHARGE RATE IS ESTIMATED TO BE 0.275 CUBIC FEET PER SECOND OF
RAINFALL AND THE 100 YR DISCHARGE RATE IS ESTIANTED TO BE 0.711 CUBIC FEET
0.50 0-56 PER SECOND.
0.40 - ------ 0.40
CONCLU510H
THE PROPOSED CONDITIONS DOES NOT EXCEED THE DaSM CONDITIONS IN THE
0.30 CALCULATED RUNOFF RATE AND ALSO VOLUME OF RAINFALL FOR THE SITE WITH THE
USE OF PERMEABLE MATERIAL THE RUNOFF IS ALLOWED INFILTRATE AND TO ENTER THE
®20SANDY SUBSOIL VOID VOLUME AREA.
0.10 - 0.10
#1
0,00 0.08
OLD 2.0 4.0 OLO &0 1" IZG 14.0 46.0 184 20A Ma 7A4 2513
lime 0xs)
Ru-ff No - OP = 071 (-ft)
zl= =
100VR PROPOSED
Hyd n e
= SGS
Peak dadnarge (ds)
= 0.711
Storm firequedav (ym)
= 100
Time Interval (mm)
= I
Or~ area (at)
= 0-550
Cum number(CN)
= 49
Basin Slope (%)
= See:W...
Hydrmuk leep (it)
= Sao wodmime!
T. method
= TPS5
17mearfoom(min)
= 19
TOW precip, (m)
= 7:95
Stam Distribution
= Type III
Storm duwafion (tua)
= 24
Shape fachar
= 323
0
-<
Flow length (ft)
IN
Channel Flow
X seaond Saw man ((sqft))
0400.00
Highlighted
040
Side Sbpps (=I )
' 3 00, 100
Wetted perforator ((ft))
G.GO
0.00
0.00
Q (do)
= 0-935
Channel slope (%)
= 0.00
0-00
0.00
Invert Elev (a)
= 6.00
Man.kqs rw-�skre=
0-015
QOIS
0.015
Wetted Perim (it)
= 3.16
Velocity (fus)
= 0-00
OM
0.00
0
-<
Flow length (ft)
0.0
0.0
0.0
EGL(ft)
= 0.52
Travel Time (min)
= a
+ 0
a a 0.00
0.60.
- 10
Total Travel Tkne, To
............
------ ...... 19.00 min
am -
0-40--
+
0.30--
0,
G-10
moo
MO
2.0 40 8:0 so
ffutpl-OPM0.71 Ids)
.. • . b , A I
N
----4 ------- ---- -
040
a."
,to
IZO 14.0 16.0 184 20.0 22.9 24.0 28.0
T- ana
Channel Report
----------
PROPOSED SWALE
TrAweld-
G�0 G
-RN.0'03279
Highlighted
PRE Sall.
Side Sbpps (=I )
' 3 00, 100
Depth (it)
0.50
Total Depth (R)
0.50
Q (do)
= 0-935
f9
N. 043413
PROPESSMAL
Area (sqft)
= 0.75
Invert Elev (a)
= 6.00
vebdty (ft)
125
S" (%)
= 0.30
Wetted Perim (it)
= 3.16
N -Value
= 0,025
Ced Depth, Yc (ft)
= 0.36
0
-<
Topwid"'(ft)
= 3.00
Cakulstione
(2
EGL(ft)
= 0.52
Cornpubt by:
Q vs Depth
hlo: Inrrrernents
- 10
FJ.v (ft)
Depth (ft)
6.59
025
don
-026
4
KM
Call beftint ym ft
0 5 1 1.5 2 2e 3 is
R -h (it)
SWALE ANALYSIS
er
G�0 G
-RN.0'03279
0
PRE Sall.
u -
ssmi
C/)
A
z
a <
ce :E
ORG/
C9 1�
f9
N. 043413
PROPESSMAL
0
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82
< U -I
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REVISIONS:
>- 0
09107/21
PER CITY COMMENTS_�
V, Lu
0 U-1
Lu Q�
JOB
JOB NIJIMABER: 21 �-239
08/16/21
DRAWN BY:
CHECKED BY:
, NOT D
SCALE: AS NOTED
FDRAINAGE
CALCULATIONS
SHEET:
C3.1
0
u -
C/)
< Z
z
<
a <
ce :E
0
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JOB
JOB NIJIMABER: 21 �-239
08/16/21
DRAWN BY:
CHECKED BY:
, NOT D
SCALE: AS NOTED
FDRAINAGE
CALCULATIONS
SHEET:
C3.1
DETAILS OF RECESSED CURB FOR DRIVEWAYS I CONCRETE CURB & GUTTER
sTa MOMETRIC
is, By SLOPE SL E
W-' SL h fF ' T-4
r T
S.- -T fi-� FOR
F
Wr
°TsIX
- ----------
7 T ---------
VAL r -w �wh
FMFM?
SECTIONAL VIEW
SECTION A -A
ARE SEPARATE CONSOLE" 01 OR ORNIEWAYST
TYPE 6 TYPE 2.3 OR 4 TYPE 7 TYPE 9
AT CMWTWS URBAN RE GUTTER THICKNESS MAT BE INCREASED AT MM OF PAAWWT To max Same OF GUTTER PARMI&
VA PARK, OF Da MW-bff K CU ND MICKNESS MUST HOT BE LESS THAN THE TEORSD VOR ITAT ANY PMR,
TYPE h
CURB FACE DESIGN
t--4-
T--ZTV R I
t�
4' rTR
r�al
T -F
4 E,
TYPE I TYPE 2,3 OR 4 TYPE 6 TYPE 7 TYPE 9
48MR
INSTALL 1/2•
F. (.Z2
m
ID 'UTTER
1/2 PMREMMOLLO&ED MMUJOINT CONTINUOUS
F SIDEWALK IS ADAICENT TO CURB
SIDEWALKS TO BE V THICK 300D PSI
FIBER R NFORCED CONCRETE
\-FORM OR SAWED CONTRACTION JOINT,
3/4- DEEP. MATCH JDRS IN CURB & GUM
INSTALL YZ'EXPAMONOW-,,
EVERT 80 R. IS C ULO MATCH C & 0
5oQMLLNQTA%Moy RI CURB "-CURB & GLITTIR
10 BE 11' THICK — ISI
MAR REINFORCED CONCRETE
FORM0 OR SAWED CDNTRACTKA JOINT,
3/4- BEEP. MATCH JPNDS IN CURB & CUTER
MORE
1) GBNTRKTRN4 JOINTS SPACING TO BE ME SAME AS WIDTH OF WALK.
2) SUBGRARE COMPACTOR. SCUMS 975 STANDARD (AAM 0-690)
8SIDEWALK AND WALKWAY DETAILS
-�� NOT TO SCAM
(Z.1) TYPICAL HANDICAP SIGN NOT TO SCALE
" 9-1/4-5-1/27. 2-313'
MK SQRA� PAVOM
SAND I' THICK UNDER GRIMS
SA WASHED OPEN BRAND AGGREGATE
ED 8D 4 A MR DEPTH
SUBGRADE TO BE COMPACTED TO 953 STANDARD PRDCTQR-
ODSO PER ASTM D M (4).
,Do NOT COMPACT SURCRADE NG F ON PLACED AROUND
EXISTITREES INSIDE DRIP LINE)
(
TRICK PAVER PAVEMENT SECTION 9. NOT TO SCALE
�GRAVEL PAVEMENT NOT TO SCALE
z
0
co"�ORGI
N. 0032
PROMESSIONAL.
�u
z
0 ORG,,
a 0 -
Ug N.. 043413
PROMESSRINUM.
IRM
ca
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REVISIONS:
09/07/21
_PER CITY COMMENTS
Cy -
0
2
JOB NUMBER: 21-294
1 -239
21
DATE: 08116/]
DRAWN BY:
CHECKED BY:
SCALE: AS NOTED
EDETAILS I
SHEET:
C4.v
THE DWON 4 MAY BE MICREASED AT CONTRACTOWS OPT M 50 BOTTOM OF WADER CUR ALL MAN WITH BOTTOM OF PAVEMENT TYPICAL Swrol.
CONCRETE HEADER
CURBS
h
•PAFll%
4 s- I-
-4 6"
TYPE
TYPE 2.3 OR 4
TYPE 6
TYPE 7
TYPE 9
TRUCK APRON
IN ROUNDABOUTS
DETAILS OF RECESSED CURB FOR DRIVEWAYS I CONCRETE CURB & GUTTER
sTa MOMETRIC
is, By SLOPE SL E
W-' SL h fF ' T-4
r T
S.- -T fi-� FOR
F
Wr
°TsIX
- ----------
7 T ---------
VAL r -w �wh
FMFM?
SECTIONAL VIEW
SECTION A -A
ARE SEPARATE CONSOLE" 01 OR ORNIEWAYST
TYPE 6 TYPE 2.3 OR 4 TYPE 7 TYPE 9
AT CMWTWS URBAN RE GUTTER THICKNESS MAT BE INCREASED AT MM OF PAAWWT To max Same OF GUTTER PARMI&
VA PARK, OF Da MW-bff K CU ND MICKNESS MUST HOT BE LESS THAN THE TEORSD VOR ITAT ANY PMR,
TYPE h
CURB FACE DESIGN
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48MR
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1/2 PMREMMOLLO&ED MMUJOINT CONTINUOUS
F SIDEWALK IS ADAICENT TO CURB
SIDEWALKS TO BE V THICK 300D PSI
FIBER R NFORCED CONCRETE
\-FORM OR SAWED CONTRACTION JOINT,
3/4- DEEP. MATCH JDRS IN CURB & GUM
INSTALL YZ'EXPAMONOW-,,
EVERT 80 R. IS C ULO MATCH C & 0
5oQMLLNQTA%Moy RI CURB "-CURB & GLITTIR
10 BE 11' THICK — ISI
MAR REINFORCED CONCRETE
FORM0 OR SAWED CDNTRACTKA JOINT,
3/4- BEEP. MATCH JPNDS IN CURB & CUTER
MORE
1) GBNTRKTRN4 JOINTS SPACING TO BE ME SAME AS WIDTH OF WALK.
2) SUBGRARE COMPACTOR. SCUMS 975 STANDARD (AAM 0-690)
8SIDEWALK AND WALKWAY DETAILS
-�� NOT TO SCAM
(Z.1) TYPICAL HANDICAP SIGN NOT TO SCALE
" 9-1/4-5-1/27. 2-313'
MK SQRA� PAVOM
SAND I' THICK UNDER GRIMS
SA WASHED OPEN BRAND AGGREGATE
ED 8D 4 A MR DEPTH
SUBGRADE TO BE COMPACTED TO 953 STANDARD PRDCTQR-
ODSO PER ASTM D M (4).
,Do NOT COMPACT SURCRADE NG F ON PLACED AROUND
EXISTITREES INSIDE DRIP LINE)
(
TRICK PAVER PAVEMENT SECTION 9. NOT TO SCALE
�GRAVEL PAVEMENT NOT TO SCALE
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JOB NUMBER: 21-294
1 -239
21
DATE: 08116/]
DRAWN BY:
CHECKED BY:
SCALE: AS NOTED
EDETAILS I
SHEET:
C4.v
4-0019-01-015
NOW OR FQRMERLY
SALT PINE TDWNHOME HOME OWNERS ASSOCIATION INC
US HIGH AY 80
08, 142K PC 0249
4-0019-01-005
NOW OR FORMERLY
GREEN GROWTH 2 LLC
4 CAMPBELL AVE
DEL 3660 PG 519
NAVO88 EL• 7.5T
56
SEDIMENT BARRIER (SRT FENCED
PERMANENT SEEDING
OCONSTRUCTION
ENTRANCE/DOT
F
CHECK DAM -COMPOST FILTER SOCK
4
DRAINAGE DIRECTION ARROW
10
PROPOSED CONTOUR
--10--
Ext TING CONTOUR
CORNER UNDER
EXISTING DRAINAGE FLOW PATTERN
GOLF CART BATTERY
PROPOSED DRAINAGE FLOW PATTERN
4-0019-01-018
NOW OR FORMERLY
VALENTINE VENTURE, LLC
601 1ST STREET
DEL 1733 PC 0174
OHO lR G,
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PER C(IY COMMENTS
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JOB NUMBER: 21-239
DATE: 08/16/21
DRAWN BY:
CHECKED BY:
SCALE: AS NOTED
ROSION CONTRO
PLAN
SHEET:
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CUWER1
ENTRANCE
(IF (IF NEEDED)
MORAD
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(SEE
COOT NO. 3 STOME-'j�/./*"/
GWTEKTILE UNDERUNER- /" A
TIRE WASHRKK AREA
TRE WAAlERS
-ti WE SURFACE PUILC ROOD
'""."' SEDIMFT 1F:P
0E(6iWE 8)
EKX
FLOW
FLOW
WKELS IF NECESSARY -CDU AGGREGATE
GEOTMILE
UNDERLINED?> tI t ytA t> r ��
JI EI JL�.Ili JL JL .IL JL JL II.�LL .IL�IL�..II, _..
ENTRANCE ELEVATION
1. AVOID LOCATING ON SEEP SLOPES OR AT CURVES ON PUBLIC RHOS.
2. REMOVE ALL VEGETATION ANO OTHER UNSUITABLE MRTOW FRAY THE MUNDLAM ARF, GRADE AND CROYN FOR POSITIVE MANAGE
3. AGGREGATE SIZE SHALL RE GOOF NO. 3 STONE
4. RAVEL PAD SMALL HAVE A MINIMUM THICKNESS OF 6.
5. PID EATON SMALL BE EQUAL NEL WIDTH AT ALL PONES OF VEHICULAR EGRESS. BUT NO LESS THEN 20'.
& A ONEASNIN RIDGE SMILE] RE CONSTRUCTED WHEN CRUDE TONNA PAVED IKEA 5 MFATER THAN 2E..
7. INSTAL RPE UNDER ME EXTREME ff NEEDED TO MINIMUM CRANNE DITCHES
L WHEN WASHING 5 REQUIRED, 9 SHOULD BE DONE ON AN AREA STABIUZED WITH CRUSHED STONE THAT TRANS INTO AN APPROVED SEDIMENT REAP
OR SEDIMENT DAN DWRf ALL SURFACE RUNOFF MO DRAINAGE FROM THE ENTRANCE TO A SEDIMENT CONTROL OEWCE)_
9. WR9NLKKS MD/OR TRE WASHERS WY BE REQUIRED DEPENDED ON SCALE MD CURCUMSFAFCE IF NECESSARY. WASTRACK DESIGN MY COMSST
OF ANY MATERIAL UMLE FOR TRUCK TRAFFIC THAT REMOVE MUD AND DIRT.
MOUNTAIN MCA IN AWAY THAT PREVENTS TRACKING MD/OR FLOW OF MUD ONTO PUBLIC RIGHTS -0F -WAYS. TMS WY RE'.QUBff TOP MURK. RPM
MD/OR CIFNNOUT OF ANY MEASURES USED TO TRAP SEDIMENT.
eE3 CRUSHED STONE CONSTRUCTION EXIT
NOT TO SCALE
ttrr����1
IM
I. USE SHA OR WOOD POSTS OR AS SPECIFIED BY RIE EROSION,
SEDIMEWATtlkL MD POLLUTION CONTROL MAN.
saT-Ns; SILT FENCE -TYPE NON -SENSITIVE
NOT TO SCALE
DISTURBED AREA STABILIZATION
(WITH PERMANENT VEGETATION)
DEFINITION
ME PLANTING OF PERENNAL VEGETATION SUCH AS TREES, SWUM LANES. GRASSES. OR
LEGUMES M EXPOSED AREAS FOR FRNI. PERMANENT STMILIZATON, PERMANENT
PERENNIAL VEGETATION SMALL BE USED A ACHLVE FINAL STABILIZATION-
CONDITIONS
TABILIZATION.CONDITI N
PERMANENT MODERN- VEGETATION 5 USED TO PROVIDE A PROTECTIVE WEER FOR
EXPOSED AREAS MCLUDING CNS. FIDS, DNS. MD OTHER DENUDED AREAS
SPECIFICATIONS
GRADING AND SWING
WD MC MO SHAPING MY NOT BE REOUITED WHERE HYDRAUUC SEEDING AND
FERTIULNG EQUIPMENT IS TO BE USED. VERWA BANKS SHALL BE SLOPED TO ENABLE
PLANT ESTMLEHMWT.
WHEN COWDMML SER NG MD FERNIDNG ARE TO RE DONE GRADE AND SHAPE
WHERE TENSILE AND PRACTICAL. SO THAT EQUIPMENT CAN BE TEED SAFELY MO
EFFIDENRY WRAC SEEDBED PREPARATICYg EE SUBDUED, MULCHING AMANIFNNNCE OF
THE VEGEEATOL
CONCENTRATIONS OF WATER THAT HILL CAUSE EXCESS ME SOL EROSION SMALL RE
NNERTEO M A SAFE allTIET. DIVERSIONS AND OTHER TREATMENT PRACICES SHALL
CONFORM WITH THE APPROPRIATE STANDARDS AND SPECIROMONS.
SEEDBED PREPARMIN
SEEDBED PRFPARATDN MAY NOT BE REQUIRED WHERE HYDRAWC SEEDING AND
ENTERING EQUIPMENT IS TO BE USED, WHEN CONVENTIONAL SEEDS IS TO BE USED,
SEEDBED PREPARATION WILL BE DONE AS FOLLOWS:
BROADCAST PAINTINGS
1. TIUNE AT A YEW% SMALL ADEQUATELY LOOSEN ME SUL TO A DEPTH OF 4 TO
6 INCHES, ALLEVIATE COMPACTION; INCORFMTE LIME AND FEROI SMOOTH MD
FIRM THE SO: ALLOW FOR THE PROPER PLACEMENT OF SEED, SPIOOS. DR PUNTS;
MO RUDE FOR RHE ANCHORING OF STAIN OR HAY MULCH IF A TREK 5 TO BE
USED.
2. RUNGE MAY BE DONE WITH ANY SUITABLE EQUIPMENT.
3. TILLAGE SHOULD BE GONE ON THE CONTOUR WHERE FEASIBLE.
4. DM SLOPES TOO STEEP FOR ME SNE OPERATION OF TILLAGE EQN'MNT, ME SOIL
SURFACE STALL RE PITIED OR ORDERED ACROSS THE SLOPE NRH APPWPRMTE
HIDE TORS TO PROVIDE TWO PLACES 6 TO 8 INCHES APART M INCH SEED MAY
LOW AND GERMINATE HYDRAULIC SEEDING NAY ALSO BE USED.
INOYIWM PUNTS
1. WHERE BICAMERAL PUNTS ME TO BE SET, RHE SOIL SIAL BE PREPARED BY
EXCAVATING HELPS. OPENING FURMOOS. OR DIBBLE PUNTING.
2. FOR WRSERY STOCK PANTS, HOLES SMALL BE URGE ENOUGH TO ACCOMMODATE
ROM WITHOUT CROWDING.
3. MERE PIP€ SEEDLINGS ARE TO BE PLANTED, WILSON. UNITED THE HOW 35 INCHES
DEW ON ME CONDO FOUR TO SIX MOMS PRIOR TO PUALPINC. MEMIUNG
SHOULD BE ORE WHEN THE SOL 5 DW. PREFERABLY IN AUGUST OR SEPTEMBER
urSY.`E1R��}YH1: N
MX THE SEW (INNOCUTATED IF WOOL FETILVER, AND WOW CELLULA OR WOOD
PULP FIRER MACH WITH WATER AND APPLY IN A SLURRY UNIWRYLY WEN ME AREA
TO RE TREATED. APPLY WITHIN ONE HOUR ANTER THE MIXTURE 5 MADE.
CONVENTIONAL SEEDING
SEEDING WILL RE MINE ON A FRESHLY PREPA9ED MD FIRMED SEEDBED. FOR
BROADCAST PLATING. USE A CULTPACKER SEEDL DRILL. ROTARY SEEDER. OTHER
MECHAICR. SEWER. OFT HMO SEDC TO DISTRIBUTE THE SEED LNMO Y OVER ME
AREA TO BE TREATED. COVER THE SEED UNRULY WITH I/B TO 1/4 MGN OF SOIL FOR
SMALL SEW MD 1/2 TO i INCH FOR LARGE SEW WHEN USK A CULMACKER OR
OTHER SUITABLE EQUIPMENT.
..^.MnLRWE.AA:.U;e.
NO -TILL SEEDING E PERMISSIBLE MAID MEAL COVER CROPS WHEN RATING IS DONE
FOIDWMG NATO OF ME COAs CROP OA IF THE TEMPORARY COMER STAID 5
SPARSE ENOUGH TO ALLOT ADEQUATE GROWTH DF ME PERMANENT (PERENNAI)
SPECIES. NO -TILL SEEDING SHALL BE DONE WITH APPROPRIATE W -TU. SEWING
ECDPMET, ME SEED MUST RE UNFORMLY DISTRIBUTED AND FUNDED AT ME PROPER
DEPTIL
MDMOUAL PIMPS
SHRUBS. MINES AND SPRIGS RAY BE RANTED WITH OPPROPRMTE PLANTERS OR FARE
PINE TREES SHALL BE PUNNED ANNUALLY IN THE SUBML FURROB. EACH PLANT SMALL.
DE SET M A BANNER THAT WILL AVOID CROW MG ME ROOTS NURSERY STOCK PLANES
SHALL BE PLANTED AT THE WE DEPTH OR SLIGHTLY DEEPER THAN THEY CREW AT ME
NURSERY. ME TPS OF VNES AND SPRIGS MUST BE AT OR SUHTLY MOVE THE
GROUND SURFACE WHERE H MDOL HERB ARE BLG. FOOD SHALL BE PLACED IN
ME BOTTOM OF THE HOLE. TIED INCHES OF SOIL SNAIL BE MOLD MD THE PLANE
SHALL BE SEE IN THE HOLE
MULCHES
MULCH IS REQUIRED FOR ALL PERNMENT VEGETATION APPLICATORS. MULCH APPLIED TO
SEEDED MEAS SHALL ACHIEVE 75% SOL COVER. SELECT THE WRONG G MATERIAL FROM
TRE FOLLOWING MO APPLY AS MOCATED:
1. DRY SIPAW OR DRY HAY OF IMOD OUAUTY AND FREE OF WEED SEEDS CAN BE
USED. DRY STRAW SHALL BE APPUED AT ME DTE OF 2 TONS PER ACRE DT FLAY
SHALL BE APPUED AT A DTE OF 2 1/2 TONS PER ACRE
2. WOOD CELLULOSE MULCH OR WOOD PULP FIBER SMALL BE USED WITH WDRAU C
SEEDING. IT SHALL RE APPLIED AT THE RATE OF 570 POUNDS PER ACRE DTARAW
OR DRY HAY SHALL BE APPLIED (AT THE RAT: BANDIED ABOVE) AFTER WDMM
SEEDW.
3. ME THOUSAND POLKAS OF WOOD CELLULOSE OR NOOO PULP FIBER, WHICH
NCLUDES A TADIRER, SMALL BE USED WIN HYORNAN SEEDING ON SLOPES 3/4:1
OR STEEPER.
4. SERICEA LESPEDEZA FAY CO TANNG MATURE SEED SMALL BE APPUED AT A RATE
OF THREE TONS PER ACRE..
S. ARE SIPAW OR NNE BARK SHALL BE APPLIED AT A THICKNESS OF 3 INCHES FOR
BEDDING PURPOSES. OTHER SUITABLE MATERIALS IN SLFFIELT WNTIY My RE
USED WHERE ORNAMENTALS OR OTHER GROUND COVERS ARE PLANTED, THE IS PDF
APPROPRIATE FOR SEEDED MFRS.
S. WHEN USNG TEMPORARY EROSION CONTROL BLANKETS OR BLOCK SOD, MULCH 5
NOT REQUIRED.
7. WU NOUS TREATED ROM MAY BE APPUED ON PLANTED AREAS ON SLOPES. M
ORCHES OR DRY WATERWAYS TO PREVENT EROSION. IWAI MCATED ROAAC
SMALL BE APPLIED ERROR 24 HOURS MER M AREA HAS BEEN PUNTED.
APPLICATION RATES AND MATERIALS MUST MEET GEORGN DEPAWRHNT OF
TRANSPORTATION SPEDFTATRTS
WOOD CELLULOSE AND WOOD POP FIBERS SHALL ACT COOPER GERMINATION DT
GROWTH BIN NG FACTORS THEY SHALL BE EVENLY DEPERSED WHEN AGITATED IN
WATER. TRE FIBERS ANLL COWAN A DYE TO ALLOW VISUAL METERING AND NO N
UNIFORM APPLICATION DURING SEEDING
APPLY= MULCH
SARAN 0R HAY MULCH WLL BE SPREAD UNIFORMLY WREN 24 HOURS AFTER SEEDING
MD/OR PLAWNG TIE MULCH MY BE SPREAD W BUMM-TYPE SPREADING
EDUPMHdf. OTHER SPRE40M EDUPMENT OR BY HAND. ARCH PALL BE APPLIED T
COVER 75% OF THE SOIL SURFACE
WOOD CELLULOSE OR WOW FIBER MULCH SHALL HE APPLIED UNFORMLY WITH
WDRAUUC SEEDING EQUIPMENT.
MCHOMG MULCH
ANCHOR STEW OR HAY MULCH IMMEDIATELY AFTER APFUUTON BY ONE OF ME
FOLLODNG METHODS:
L EMULSFIED ASPHALT CM RE (A) SPRAYED UNIFORMLY ONTO THE MULCH AS IT E
EJECTED FROM ME BLOWER MACHINE OR (8) SPRAYED ON THE MULCH IMMEDIATELY
FOLLOWING MULCH APPUCATON WHEN STRAW OR HAY 5 SPREAD BY METHODS
USHER THAN SPECAL BLOWER EOAPMML
TRE COMBINATION OF ASPHALT EMULSION Ma WATER SMALL CON9ST OF A
HOMOGENEOUS MIXTURE SAWACTDRY FOR SPRNMC. THE MARRiE SMALL CONSIST OF
100 GALLONS OF GRADE SS UP OR CAL -IH EMULSFIEO ASPHALT AND 10D GALLONS OF
WATER PER TON CE MACH
CME SHALL BE TAKEN AT NL TIMES TO PROTEGE STATE WATEM THE PUBLIC ADACENT
PROPERTY, PAVER ROME, CURBS SIDEWALKS. AND ALL OTHER SERUMRES FROM ASPHALT
DECOI.OBATKNM.
2. PAY MD STRAW MULCH SHALL BE PRESSED IPO ME SOL IMMEDIATELY AFTER TIE
MULCH IS SPREAD. A SPECIAL 'PACKER DISK' OR ASK FRANCE WITH THE DISKS
SEE SMACK HAY RE USED. ME DISKS MAY BE SMOOTH OR SERRATED AND
SHOULD BE 20 INCHES OR WE IN OMMETER AND 8 TO 12 INCHES APART. ME
EDGES aF THE REEKS 9A1. BE DULL ENOUGH M PRESS ME MULCH INTO THE
GROUND WITHOUT CUTMC ff. LEAVENS MUCH OF R IN M ERECT POSITION. MU1G1
SMALL NOT BE PLOWER INTO TRE SOIL.
If V
FABRIC 1®"
PO56 ENO OF FABRIC FENCE
END OF AS= FENCE
6' O.C.
NP NEW
EMS' INM-1
PERE:
1. THE FABRC AND ARE SHOULD BE SECURELY FASTENED TO POSTS AND FABRIC ENDS
MUST BE OVERLAPPED A MINIMUM OF 18' DR WRAPPED TOGETHER AROUND A POST TO
PROVOE A CONTINUOUS FABRIC BARRIER AROUND ME INLET.
FASTENERS FOR SILT FENCES
OVERLAP AT FABRIC ENDS NOT TO 8CALE
3 SYNRHETIC MATTERS OR BINDERS APPROVED BY GDOT SHALL BE APPLIED IN
CMUUNCMN WITH 0R IMMEDIATELY MER RHE MULCH E SPREAD. SYMMERC
TACKDAERS SHALL BE MEED AND MPUED ACCORDING TO MANIFAU'[[MF18S
SPECFICAT INS. REFER TD Al - TACKFERS AND BINDERS.
4. RYE OR WHEAT CAN BE INCLUDED WITH FALL AND WINTER PLANTINGS M STABILIZE
THE THEY SMALL BE APPLIED AT A RITE OF ONE-QUARTER M ONE HALF BUSHEL
PER ACRE
3. PIASTIC MESH QR NETTING WITH MESH NO URGER THAN ONE INCH By ONE INCH
MAY RE NEEDED TO ANCHOR STRAW OR HAY MULCH ON UNSTABLE SOILS MD
CONCENTRATED FLOW THESE LATETMLS SMALL BE MSTALLED MD ANCHORED
ACCORDING RD WNUFACTURIFS SPECIkRMTIMNS,
IRRIGATION
IRRIGATION SMALL HE APPLIED AT A DTE THAT WLL NOT CAUSE RUNOFF.
SEEDING RATES FOR
PFRMANFNT SFFPTINC.
UNMTIML SAIL L— 11— No —I¢ 1—
SEEDING RATES
SEEDING DOES MAT NEW TO BE ALTERED TO FT
TEMPERATURE VMAROMS AND COMMONS.
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JOB NUMBER: 21-239
DATE: 081
16/21
DRAWN BY:
CHECKED BY:
SCALE: AS NOTED
ROSION CONTRO
DETAILS
SHEET:
•