office of planning and development …...parish of ascension office of planning and development...

PARISH OF ASCENSIONOFFICE OF PLANNING AND DEVELOPMENT

PLANNING DEPARTMENTPlanning Commission

February 8, 2017 - 6:00 PMCourthouse East, 2nd Floor, Council Meeting Room

Gonzales, Louisiana

AGENDA

1. Call to Order

2. Roll Call of Members

3. Pledge of Allegiance

4. Introduction of Staff

5. Chairman's Comments

6. General Business

7. Minutes

(A) Approval or Denial of the Minutes and Written Decisions ofthe January 11, 2017 Planning Commission Meeting

8. Consent Agenda

(A) Affidavit of Mortgage DeclarationLyman P. Abadie, Jr. - Lot 2B (42044 Hwy 931, Gonzales, LA)

9. Public Hearing to Approve or Deny the Following Preliminary Plats:

(A) Germany Oaks - Phase 2Quality Engineering & Surveying, LLC(Council District 11)

10.Public Hearing to Approve or Deny the Following Subdivision FinalPlat:

(A) Silver Oaks PUD -Phase IQuality Engineering & Surveying, LLC(Council District 9)

11.Staff Report

12.Engineering Staff Report

13.Adjourn

Description: Approval or Denial of the Minutes and Written Decisions of theJanuary 11, 2017 Planning Commission Meeting

ATTACHMENTS:Description Upload Date TypeMinutes and Written Decisions of Jan 11 2017 PlanningComm 1/27/2017 Cover Memo

Attachments A thru D of Minutes 1.11.17 1/27/2017 Cover Memo

The below minutes and written decisions are taken from the meeting to represent items addressed and actions

taken by this board. All meetings are recorded with video and audio for our records. In the event these

minutes and written decisions are ever in question or controversy, the audio/video archive shall be used to

determine the actual item or action taken by individuals present at this meeting.

MINUTES AND WRITTEN DECISIONS

PLANNING COMMISSIONS

January 11, 2017

The Planning Commission of the Parish of Ascension held a Public Meeting on Wednesday,

January 11, 2017 at 6:00 p.m. in the Courthouse East Meeting Room, Gonzales, Louisiana in a

regular session convened.

I. Meeting was Called to Order

Meeting was called to order by Chairman Matthew Pryor.

II. Roll Call of Members

The following members were present:

Douglas Foster, Aaron Chaisson, Anthony Christy, Matthew Pryor, Morrie Bishop,

Edward Dudley, Julio Dumas

The following members were absent:

None

III. Pledge of Allegiance

IV. Introduction of Staff

Stacie Webb – Secretary, Planning and Development

Cody Martin – Legal Counsel

Eric Poche – Planner

Jerome Fournier – Director of Planning and Development

Lance Brock – Zoning Official

Shaun Sherrow – Engineering Review Agent

Chairman Pryor expressed both Councilman John Cagnolatti and Councilman Doc

Satterlee are in attendance as well.

Chairman Pryor made an announcement that the only item that is on the Joint Planning and

Zoning agenda has been pulled. This meeting will be following the Planning Commission

meeting. There will still be a public hearing if anyone wants to speak since the meeting was

published, but no action will be taken by the Commission on that item.

The Chairman stated he would like a motion to move the agenda item for “Election of Chairman

and Vice Chairman for 2017” up to be placed on the agenda before the “Chairman’s Comments”.

Commission Action: Moved by Mr. Morrie Bishop, seconded by Mr. Julio Dumas and

unanimously adopted, to move the agenda item for “Election of Chairman and Vice Chairman

for 2017” before the “Chairman’s Comments” on this agenda.

Planning Commission Minutes

January 11, 2017

Page 2

V. General Business

A) Election of Chairman and Vice-Chairman for 2017

Commission Action: A motion was made by Mr. Julio Dumas to nominate Mr.

Matthew Pryor to remain as Chairman of the Planning Commission for 2017.

Motion was seconded by Mr. Edward Dudley and unanimously adopted.

Commission Action: A motion was made by Mr. Morrie Bishop to nominate Mr.

Anthony Christy as Vice-Chairman of the Planning Commission for 2017.

Motion was seconded by Mr. Julio Dumas and unanimously adopted.

VI. Chairman’s Comments

Chairman Pryor expressed that he is looking forward to a very productive year in

2017 and gave a brief summary on the following:

- Infrastructure Spending Bill from Federal Government

- Transportation Master Plan

- Comprehensive Land Use Plan

VII. Approval or Denial of the Minutes and Written Decisions of the December 14,

2016 Planning Commission Meeting

Commission Action: Moved by Mr. Morrie Bishop, second by Mr. Anthony Christy

and unanimously adopted, to approve the December 14, 2016 Planning Commission

Minutes and Written Decisions as presented.

VIII. Consent Agenda

A) Affidavit of Mortgage Declaration

Darla Villar Bruno – Lot 9 (14521 George Rouyea Rd, Gonzales, LA)

Commission Action: Moved by Mr. Edward Dudley, seconded by Mr. Julio Dumas

and unanimously adopted, to approve the consent agenda.

IX. Public Hearing to Approve or Deny the Following Family Partition:

A) Percy Pierce, Sr. Property – Lots 15-A and 15-B

The subject property is located on the east side of Mark Pierce Road near the

corner of Mark Pierce Road and Pierce Road approximately 875 feet west of S.

St. Landry Ave. in Council District 3 and is zoned Light Industrial (LI). The

application is on behalf of Jerome A. Gollop by Earles and Associates, LLC

Surveyors.

The owner is proposing a family partition of existing Lot 15(1.00 acres) into

Lot(s) 15-A (.50 acres) and 15-B (.50 acres). The applicant will retain Lot 15-A,

and transfer Lot 15-B to his son. Both lots have existing frontage on a public

ROW (Mark Pierce Road) and include a 12’ utility servitude as required.


January 11, 2017

Page 3

STAFF REVIEW COMMENTS

Comments sent to Earles and Associates by email on 12-06-16:

1. Must request waiver for minimum lot size per section 17-2046.D. Lots do not

contain minimum of one-half (1/2) acre.

2. Add the statement, “This project is subject to sewer development and traffic

impact fees in accordance with Ascension Parish ordinances.”

3. Show dimension to Property Line or set corner(s) at ROW Line. Five (5) foot

offset shown from west property line to edge of ROW as per Reference No. 2,

Instrument No. 590485.

The owner is requesting a waiver for minimum lot area. Although he is using the

hardship request under Paragraph 17-4026.D for lots to be a minimum of ½ acre

regardless of zoning category (Light Industrial has a minimum lot size of 1 acre),

each lot is approximately 600 s.f. below that ½ acre minimum threshold. This is

due to the fact that lot area within a public ROW cannot be counted toward

minimum area requirements.

All other items as per ordinance have been addressed on the plat along with the

required notes, labels, setbacks and servitudes as per Paragraph 17-406 of the

Subdivision Regulations.

STAFF RECOMMENDATIONS

This property division appears to follow the intent of the family partition section

of the ordinance. The owner(s) have owned the property for at least three years or

prior to January 1, 2015 as required by Paragraph 17-4026.B. In the event the

commission concurs with the staff analysis and is inclined to grant the waiver on

minimum lot area, staff recommends approval contingent on addressing all

comments on the final map as listed above and the required conveyance

documents being completed and recorded according to Paragraph 17-4026.F of

the Subdivision Regulations.

Mr. James Falgout with Earles and Associates, LLC presented this family

partition.

Public hearing was opened.

No comments.

Public hearing was closed.

Commission Action: Moved by Mr. Julio Dumas, seconded by Mr. Douglas

Foster and unanimously adopted, to approve this family partition along with a

variance of 600 sq. ft. per lot.


January 11, 2017

Page 4

X. Public Hearing to Approve or Deny the Following Mobile Home Park:

A) Family Court Mobile Home Park Expansion – Request for Variance

PUBLIC HEARING FOR GRANTING A VARIANCE AND POSSIBLE

PRELIMINARY APPROVAL TO THE MOBILE HOME PARK

EXPANSION SITE PLAN

The subject property is located on the south side LA Hwy. 429 (Weber City

Road), approximately 825’ east of Denham Road and just under one mile west of

the intersection with LA 431. The property is in Council District 10 and is zoned

Medium Intensity Residential (RM). The application is on behalf of Dustin

Clouatre by B.M. Aguillard and Associates, LLC.

The Owner is requesting a variance to the minimum required 200’ of frontage on

a public ROW according to Paragraph 17-8045.B of the Mobile Home Park

Regulations.

STAFF/ERA SITE PLAN/PRELIMINARY PLAT REVIEW COMMENTS

(See attached Packet from December 14, 2016 Planning Commission

Meeting)

“ATTACHMENT A”

Mr. Brian Aguillard with B. M. Aguillard and Associates, LLC, stated they are

here to ask for the variance on the frontage requirement for the expansion of the

mobile home park.

Mr. Jean Paul Robert, Attorney representing Family Court, LLC, was also

present.

Mr. Robert explained this item originally came before the Commission December

14, 2016 for a one-time expansion of fifty percent (50%) pursuant to Section

17.2071(g)(1)(c) [Nonconforming Uses] which allows for a one-time fifty percent

(50%) expansion of a non-conforming use.

After comments from some of the area neighbors, he expressed the Commission

seemed to focus on Section 17.8097(c)(1) [Mobile Home Parks Constructed After

Date]. He stated from here, the Commission and staff went back and forth as to

whether the expansion and/or entire park had to be brought up to code.

Mr. Robert stated the expansion seemed to have been denied at the December 14,

2016 meeting on the basis that the existing mobile home park does not meet the

200ft. road frontage requirement. The owner has come to this meeting to ask for

a variance on that rule to appease any concerns. The variance is on the existing

nonconforming use in order for the applicant to do their fifty percent (50%)

expansion.


January 11, 2017

Page 5

Mr. Lance Brock stated it has always been his interpretation that the expansion

needs to meet the requirements that are in place at the time and the existing, older

park that is nonconforming will not have to meet those requirements.


The following spoke:

1. Bartley Bourgeois – against expansion

2. JoAnn Eiswirth – against expansion

3. Matt Madere – against expansion

4. Bryan Klibert – against expansion


Mr. Dumas feels the applicant should resubmit and come back before the

Commission with a revised site plan/preliminary plat that conforms to the greatest

extent possible for a nonconforming use; making the best effort to comply with

code and then ask for the appropriate variances. He stated he thinks the current

application is insufficient and what is before the Commission is incomplete and

does not feel he can support or approve it at this time.

Mr. Robert requested this item be pulled from the agenda in order to get with

Staff and try to work on the issues.

Commission Action: Moved by Mr. Morrie Bishop, seconded by Mr. Julio

Dumas and unanimously adopted, to grant the applicant to pull this item from the

agenda.

XI. Public Hearing to Approve or Deny the Following Preliminary Subdivision

Plats:

A) Oaks on the Bluff Estates – REVISION

The subject property is located on the east side of Bluff Road approximately

1,700’ north of C. Braud Road in Council District 8. The property is adjacent to

the Oaks on the Bluff 2nd

filing, and is zoned Medium Intensity (RM). The

application is on behalf of Coastal Contractors, Inc. by Centerline Engineering

and Land Surveying, LLC.

The property is 24.0 acres and the applicant is proposing to add an additional

‘Estates’ phase adding to the existing Oaks on the Bluff subdivision. This

proposal contains 46 single family residential lots. Typical lot widths range from

80 to 90 feet; and have a minimum size of 12,400 square feet. The subdivision

will include 1.5 acres of designated park space and complies with all adopted

major subdivision regulations.

This phase will be accessed by an entrance off of LA Hwy. 928 (Bluff Road) and

Vista Drive, an existing street within Oaks on the Bluff. Sewer treatment will be

through the existing private sewer treatment plant between existing lot 113 and

proposed lots 13-14.


January 11, 2017

Page 6


All elements of the subdivision as per ordinance have been provided and

addressed on the plat along with the required notes, labels, setbacks and

servitudes as per Paragraph 17-406 of the Subdivision Regulations.

All comments have been addressed by the consultant.

ENGINEER REVIEW COMMENTS

Preliminary Plat:

The Preliminary Plat has been reviewed by the Engineer Review Agent (ERA)

Comments are attached. “ATTACHMENT B”

Drainage impact study:

The drainage impact study has been reviewed by the Engineer Review Agent

(ERA) Comments are attached. “ATTACHMENT B”

Traffic impact study:

The traffic impact study has been reviewed by the Engineer Review Agent (ERA)

Comments are attached. “ATTACHMENT B”


The proposed plat meets all guidelines for a major subdivision preliminary plat

and should the commission concur with staff’s analysis, staff recommends

approval.

Mr. Bo Booty with Centerline Engineering and Land Surveying, LLC presented

this revision to preliminary subdivision plat.


The following spoke:

1 – George Kurz – neither for or against the development

2 – Todd Zirkle (on behalf of the HOA of Oaks on the Bluff Subd) - in support

of this development


There was a lengthy discussion regarding Tract B, labeled as common area, on the

preliminary plat. It was said that it would be in the best interest for the public and

to follow the spirit of the ordinance to make this common area a stub-out for

future connectivity if ever needed.

Commission Action: Moved by Mr. Julio Dumas, seconded by Mr. Aaron

Chaisson and unanimously adopted, to approve this revision to preliminary

subdivision plat with the condition of a) final approval or obtaining a permit for

the connection to Bluff Road from DOTD; and b) stubbing out Tract B which is

south of what is currently labeled as Vista Drive.

B) Ascension Business Park

The subject property is located on the north side of LA Hwy. 30 approximately

2,800 feet west of Interstate Hwy. 10 in Council District 3 and is zoned Light


January 11, 2017

Page 7

Industrial (LI). The application is on behalf of America Homeland, LLC by

Quality Engineering & Surveying, LLC.

The property is approximately 25.5acres and the applicant is proposing a major

subdivision containing 20 industrial/commercial lots. The typical lot is 100 feet

wide with a minimum size of 28,800 square feet.



addressed on the preliminary plat along with the required notes, labels, setbacks

and servitudes as per Paragraph 17-406 of the Subdivision Regulations.

The developer is proposing a sewer treatment plant that will be owned and

operated by the parish. All other comments have been addressed by the

consultant.


Preliminary Plat:


Comments are attached. “ATTACHMENT C”



(ERA) Comments are attached. “ATTACHMENT C”



Comments are attached. “ATTACHMENT C”


The proposed preliminary plat meets all guidelines for a major subdivision per

current ordinance and should the commission concur with staff’s analysis, staff

recommends approval.

Mr. Deric Murphy with Quality Engineering & Surveying, LLC presented this

preliminary subdivision plat.


No comments.


Commission Action: Moved by Mr. Julio Dumas, seconded by Mr. Morrie

Bishop and unanimously adopted, to approve this preliminary subdivision plat

subject to a) approval from DOTD for the turn lanes warranted; b) approval of the

waiver for the alleyway; and c) satisfy current parish regulations for a commercial

roadway.

C) Black Bayou Estates

The subject property is located on the north side of LA Hwy 934 (Black Bayou

Road) approximately 1,700 feet west of Roddy Road in Council District 11 and


January 11, 2017

Page 8

zoned Medium Intensity (RM). The application is on behalf of Michael D’Luca

by Quality Engineering & Surveying, LLC.

The property is approximately 7.4 acres and the applicant is proposing a major

subdivision containing 20 single family residential lots. Lots range from 65 – 80

feet wide with a minimum size of 7,995 square feet. The subdivision will include

0.5 acres of designated park space.



addressed on the plat along with the required notes, labels, setbacks and

servitudes as per Paragraph 17-406 of the Subdivision Regulations.

The developer is proposing a sewer treatment plant that will be owned and

operated by Ascension Parish. There is not currently public water available at the

site, so the developer is proposing a DHH approved well to provide water to the

subdivision. All other comments have been addressed by the consultant.


Preliminary Plat:


Comments are attached. “ATTACHMENT D”



(ERA) Comments are attached. “ATTACHMENT D”



Comments are attached. “ATTACHMENT D”


The proposed plat meets all guidelines for a major subdivision per current

ordinance and should the commission concur with staff’s analysis, staff

recommends approval provided applicant receives DHH approval for a potable

water source.

Mr. Deric Murphy with Quality Engineering & Surveying, LLC presented this

preliminary subdivision plat.


No comments.


Commission Action: Moved by Mr. Anthony Christy, seconded by Mr. Julio

Dumas and unanimously adopted, to approve this preliminary subdivision plat as

presented.


January 11, 2017

Page 9

XII. Public Hearing to Approve or Deny the Following Final Subdivision Plats:

A) Silver Oaks PUD

Quality Engineering & Surveying, LLC

(Council District 9)

This item was pulled from the agenda prior to the meeting by the engineer.

B) Lion Copolymer Geismar – REVISION

The subject property is located on the south side of LA Hwy. 30 approximately

2,500 feet east of LA Hwy. 73 (Jefferson Hwy.) in Council District 3 and is

currently zoned as Medium Industry (MI) and Heavy Industry (HI). The

application is on behalf of Lion Copolymer Geismar, LLC by Baton Rouge Land

Surveying Inc.

From a 204.45± acre tract (Tract A-1), eight (8) tracts are being removed:

1. Tract A-1-A, a 170.8± acre tract is being removed and has public ROW

frontage on LA Hwy. 30.

2. Tract A-1-B, a 3.97± acre tract is being removed and has access on a 75’

private access servitude to the 50’ private access servitude (Avenue E)

extending from LA Hwy. 75.

3. Tract A-1-C, a 2.53± acre tract is being removed and has access to the

50’private access servitude (Avenue E) extending from LA Hwy. 75.

4. Tract A-1-D, a 4.89± acre tract is being removed and has public ROW


5. Tract A-1-E, a 5.06± acre tract is being removed and has public ROW


6. Tract A-1-F, a 14.39± acre tract is being removed and has access to the 100’

private access servitude (40th

Street) extending from LA Hwy. 73.

7. Tract A-1-G, a 1.14± acre tract is being removed and has access to the 100’

private access servitude (40th

Street) extending from LA Hwy. 73.

8. Tract A-1-H, a 1.66± acre tract is being removed and has public ROW


A waiver of providing lot frontage on a public street is being requested for the

division of tracts in items 2, 3, 6 and 7 listed above. All acreage in parent tract A-

1 is zoned HI (Heavy Industry).

From a 73.16± acre tract (Tract A-2-B), two (2) tracts are being removed:

1. Tract A-2-B-1, a 67.0± acre tract is being removed and has access to the 100’

private access servitude extending from LA Hwy. 30.

2. Tract A-2-B-2, a 6.16± acre tract is being removed and has access to the 30’

private access servitude extending to the 100’ private access servitude

extending from LA Hwy. 30.


division of tracts in items 1 and 2 listed above. A small portion of the acreage in

parent tract A-2-B is zoned MI (Medium Industry) with the remainder zoned HI

(Heavy Industry).


January 11, 2017

Page 10

From a 41.86± acre tract (Tract A-3), one (1) tract is being removed:

1. Tract A-3-A, a 39.35± acre tract is being removed and has access to the 75’

private access servitude extending from LA Hwy. 30.


division of the tract in item 1 listed above. A portion of the acreage in parent tract

A-3 is zoned MI (Medium Industry) with the remainder zoned HI (Heavy

Industry).


a) Clearly show all Rights of Way and Access Servitudes on map. Plat has

been corrected.

b) Show Instrument No. 798493 for Reference No. 1. Plat has been corrected.

c) Add the Subdivision of Tract A-2 from August 5, 2013 and Instrument No.

832013 as a reference. Plat has been corrected.

d) Add information on Certification under item ‘S’, Land Surveyor Certification

contained on Plat Review Submittal Checklist. Plat has been corrected.

e) Tract A-3-A is not detailed or dimensioned with bearings. Plat has been

corrected.

f) Denote block and list “Waiver Requested” – Subdividing Lots Not Upon a

Public ROW”, on map. Plat has been corrected.


Staff has reviewed this application and recommends approval of the request for

waiver and the subdivision of these tracts. All facilities and tracts contained

within this property contain servitude(s) of access and asphalt paved roads

maintained by the industrial companies that they serve. Should the Planning

Commission agree with the Staff’s assessment, Staff recommends approval.

Mr. Gerry Middleton with Baton Rouge Land Surveying Inc., presented this

revision to final subdivision plat.


No comments.


Commissioner Foster recused himself from voting. He stated his wife works for

Lion Copolymer.

Commission Action: Moved by Mr. Julio Dumas, seconded by Mr. Edward

Dudley and unanimously adopted, to approve this revision to final subdivision

plat as presented.

XIII. Staff Report

Mr. Jerome Fournier expressed based on conversations last year, the Parish was going

to give an update on the Traffic Impact Fees. Staff has received a draft of this report,

reviewing it at this time and plan to make a report to the Commission at next month’s

meeting.


January 11, 2017

Page 11

Mr. Fournier also stated staff, along with CSRS, has prepared a set of subdivision

specifications which have been distributed to the engineering community and the

construction community in the parish and they have had an opportunity to review. A

meeting has been scheduled to go over these specifications on Wednesday, January

18, 2017 at 3:00 p.m. at the Governmental Complex and the public is invited to

attend.

XIV. Engineering Staff Report

Mr. Shaun Sherrow gave a status report on projects:

Thirteen (13) subdivision projects in construction

Four (4) subdivision projects near construction

One (1) subdivision project in construction plan review

XV. Adjourn

Moved by Mr. Aaron Chaisson and unanimously adopted, meeting adjourned at 7:50

p.m.

______________________________________

Matthew Pryor, Chairman

-

Description: Affidavit of Mortgage DeclarationLyman P. Abadie, Jr. - Lot 2B (42044 Hwy 931, Gonzales, LA)

ATTACHMENTS:Description Upload Date TypeLyman Abadie Jr 1/19/2017 Cover Memo

Description: Germany Oaks - Phase 2Quality Engineering & Surveying, LLC(Council District 11)

ATTACHMENTS:Description Upload Date TypeGermany Oaks - Phase 2 2/1/2017 Cover MemoGermany Oaks-Phase 2 Prel Plat Final Review Lettter 2/1/2017 Cover MemoGermany Oaks-Phase 2 Preliminary Plat 2/1/2017 Cover Memo

February 08, 2017

MAJOR SUBDIVISION PRELIMINARY PLAT

A) Germany Oaks Subdivision-Phase 2

The proposed subdivision is located on Germany Road approximately 2,543 feet east of Airline

Hwy in Council District 11 and zoned Medium Intensity (RM). The application is on behalf of

Kelly C. Sills, LLC by Quality Engineering & Surveying, LLC.

The property consists of +/-25 acres. The applicant is proposing a subdivision containing 75 lots,

60, 70, 80 and 100 feet in width, with a minimum size of 8,000 square feet. The proposed

subdivision will contain .40 acres of park space, bringing the total park space for both phases to

3.4 acres which complies with the major subdivision regulations.


All elements of the subdivision as per ordinance have been provided and addressed on the

plat along with the required notes, labels, setbacks and servitudes as per Paragraph 17-

406 of the Subdivision Regulations.

The developer is proposing to tie into an existing parish owned sewer treatment plant.

All other comments have been addressed by the consultant.


Preliminary Plat:

The Preliminary Plat has been reviewed by Staff and the Engineer Review Agent (ERA)

Comments are attached.


The drainage impact study has been reviewed by the Engineer Review Agent (ERA)






The proposed plat meets all guidelines for a major subdivision per current ordinance and

should the commission concur with staff’s analysis, staff recommends approval provided

applicant receives approval from DEQ for the expansion of the existing Sewer Treatment

Plant.

WWW.CSRSONL INE .COM

CSRS, INC.

6767 Perkins Road, Suite 200 Baton Rouge, Louisiana 70808

Phone. (225) 769-0546

Fax. (225) 767-0060

January 30, 2017

Mr. Jerome Fournier

Ascension Parish Planning Commission

P.O. Box 1659

Gonzales, La 70707

RE: Germany Oaks- Phase 2

Preliminary Plat Review

Mr. Fournier:

As the Engineering Review Agency for the Ascension Parish Planning Commission, we have reviewed the

Preliminary Plat, Drainage Impact Study, and Traffic Impact Study submitted for the above referenced

development for compliance with the Ascension Parish Subdivision Regulations and the Ascension Parish

Development Code. Shown below are the comments made to the Consulting Engineer for the project as a

result of our review of their submittals, as well as a description of their correction or response made to our

comments (shown in bold print).

Preliminary Plat

1. Resubmit all required STP items with adequate capacity for approval ensure connection to existing STP

in Phase 1 is permitted by the Parish Attorney. Consultant stated further investigation will continue

through the construction document process and all STP items will be provided.

2. Show servitudes for all proposed swales. This has been updated on the plat.

3. The plat and/or construction plans needs to ensure adequate servitude widths per the AP Drainage

Ordinance for new re-routed ditch are provided. These servitudes cannot have trees, fences, or other

obstructions that would limit usability of servitudes by DPW maintenance. If the developer wishes to

use an offsite servitude to address servitude requirements for this project, then the developer would

need permission from surrounding homeowners to remove any trees, fences, or other obstructions

that would limit usability of servitudes for DPW maintenance. Consultant stated there is an existing

public drainage servitude and all fences are on the servitude line rather than on the property line.

Additionally, consultant stated any future permissions that may be required to access the existing

servitude will be further reviewed during the construction plan process.

4. Confirm there is adequate accessibility to the northern re-routed ditch for DPW maintenance.

Consultant added culvert to ditch on eastern boundary for access to the north bank of the ditch. This

design will be further reviewed during the construction plan review process.

5. Add note: “All structures shall be constructed a minimum of one foot above FEMA BFE and top

elevation of nearest adjacent sanitary sewer manhole on the sewer collection system servicing the

proposed structure.” This has been updated on the plat.


6. A note is required regarding private ownership and maintenance of lake/pond and shoreline and that

Ascension Parish does not own or maintain lake/pond and shoreline. This has been updated on the

plat.

7. Show the culvert and weir outfall locations of the proposed ponds. This has been updated on the plat.

8. Show the sanitary sewer outfall location. This has been updated on the plat.

9. Ensure any servitudes that are to be revoked are listed as such. This has been updated on the plat.

10. Depict widths of pavement for Germany Rd, Park Oak Ave, Bayou Oak Ave, and Shumard Oak Dr. This

has been updated on the plat.

11. Depict roadway striping and edge roadway of Germany Rd.to show existing left turn lane at main

entrance and width of road way. This has been updated on the plat.

12. Label addresses of all adjacent properties. This has been updated on the plat.

13. Add information as to the drainage route to the ultimate (named) drainage channel. This has been

updated on the plat.

14. The completed Preliminary Plat and Submittal Checklist contains information that does not correspond

with noted plat items. Confirm information is correctly shown on the plat (i.e. flood zones, BFE, lot

numbers, acreage). This has been updated on the plat.

15. Under ‘General Subdivision Information Sewer’ note, add to end: “…owned and operated by Ascension

Parish.” This has been updated on the plat.

16. Under ‘Trees and Parks Notes’, under number 3 at the end of the first sentence, add, “Trees to be

planted prior to issuance of C. O. on first home”. This has been updated on the plat.

17. Bayou Oak Avenue cannot be used as there is a Bayou Oak St. in existence. Please choose another

street name and submit for review and approval. This has been updated on the plat.

18. Add a demarcation line between Phase 1 and Phase 2. This has been updated on the plat.

19. Under ‘General Notes’, numbers 2 and 6 are redundant. This has been updated on the plat.

20. Add statement, “This project is subject to sewer development and traffic impact fees in accordance

with Ascension Parish ordinances.” This has been updated on the plat.

21. Show existing drainage servitudes off property that this drainage will tie into. This has been updated

on the plat.


22. Label individual trees with caliper inches to be used for credits on map. This has been updated on the

plat.

23. Calculations show that 1.94 (or 1.90 if rounded down) acres are needed for the Phase 1 park space and

1.5 acres are needed for Phase 2 park space. Since park space and tree requirements are being

combined for both phases, provide a chart showing how much park space is being set aside in each

tract for each phase (ex., 1.2 acres of park space in Tract CA2) along with the required number and

type of trees for each phase so that credits can be calculated and allowed. Existing park space in Tract

CA2 is shown as 1.4 acres and in Tract CA4 as .8 acres. This does not add up to the 3.0 acres as shown

in the Trees and Parks Notes section. This has been updated on the plat.

24. The contour lines should be lightened as they currently make other items difficult to read. This has

been updated on the plat.

25. Incorporate the changes to the Tree and Park Requirements block per the exhibit. This has been

updated on the plat.

Drainage Study

1. Per Section 17-506 of the AP Drainage Ordinance, drainage for proposed developments shall be

designed to limit the post developed peak flow rate to the existing condition peak flow rate. The DIS

narrative and Appendix F note the post-development peak discharge entering Black Bayou Lateral

from the site as 76.46 cfs, but this rate is greater than the pre-developed model’s output rate (75.16

cfs). Furthermore, Appendix F notes the total post-developed onsite flow to Black Bayou Lateral as

76.46 cfs, but the model shows a total of 81.97 cfs for these same nodes. Update Appendices E & F,

revise narrative, and correct model so that all rates properly correspond with one another and ensure

onsite post-developed rates are limited to pre-developed rates. This has been updated in the DIS.

2. Drainage Exhibit 6 shows the outfall location of Pond 2 is currently proposed to straddle two lot lines

and connect perpendicularly with the Black Bayou lateral that is offsite of the property. However, Pond

1 already has an outfall that is directly aligned with Black Bayou Lateral. In order to minimize the

number of outfall locations and to ensure maintainability, reposition the discharge point of Pond 2 so

that it is connected with Pond 1. Consultant added drainage servitude between lots 109 & 110 to

allow for proposed pond outfall culverts. This design will be further reviewed during the

construction plan review process.

3. Per Section 17-506 of the AP Drainage Ordinance, provide pre and post-developed condition profile

analysis of the rerouted ditch is needed. Provide HEC-RAS analysis that starts at least three sections

downstream of the 3- 42” RCPs and ends at the eastern property line. Consultant provided HEC-RAS

model.

Traffic Study

No comments


Drainage Impact Study Summary:

Consulting Engineer: Jeff Loup, P.E., Quality Engineering & Surveying, LLC

Date of Study: December 2016

Size of Development: 23.67 acres

Existing Land Use: Low-density residential area in the south; wooded area in the north

Receiving Basin: Black Bayou

FEMA Flood Zone: X

100-year Flood Elevation: 17.0 ft (Nearest)

Offsite Drainage Area: ~47 acres surrounding; 49.52 acres Black Bayou Lateral upstream

Fill Mitigation: Site elevations are greater than the nearest 100-year BFE

Storm Water Mitigation: Expansion of existing detention pond from Phase 1

The Drainage Impact Study substantially conforms to the requirements of the Drainage Impact Study Policy

included in the Subdivision Regulations. The Engineering Review Agency has performed a review of the input

parameters and results of the submitted drainage calculations for compliance with the Subdivision Regulations

and generally accepted practices for storm water hydrologic design. The Engineering Review Agency has not

performed a detailed numerical check of the analysis submitted. Upon approval of the preliminary plat, the

applicant can proceed with final drainage design in accordance with the concepts submitted in the impact

study.

Traffic Impact Study Summary:

Consulting Engineer: Prasanth Malisetty, P.E., PTOE, Neel-Schaffer

Date of Study: January 16, 2017

Dates of Movement Counts: November 17, 2016

Number of Proposed Lots: 172 Combined Phases 1 & 2 (P1: 97 lots; P2: 75 lots)

Peak Hour A.M. Trips: 129

Peak Hour P.M. Trips: 170

Study Threshold Level: 2

Conclusion: As part of the approval for Phase 1, an eastbound left turn lane along Germany

Road at the Germany Oaks driveway was warranted and has since been

constructed. No additional roadway improvements were recommended by the

consultant.

Sight Distance Evaluation: Sight distance was evaluated at the current condition and concluded that sight

distance will cause no traffic operational problems for this proposed

development.

In the vicinity of this development there are three recently approved developments: Silver Oaks Subdivision,

Walmart grocery store, and an expansion of Lagniappe Shopping center. For this study, the anticipated trips

generated by these three developments were considered and analyzed as Base conditions.*

It should be noted that there is a proposed school planned to be constructed along Germany Road with an

access across from Germany Oaks Subdivision. It is anticipated that the proposed school access will warrant

exclusive left and right turn lanes along Germany Road. However, the consultant recommended that a detailed

traffic impact study be performed for the proposed school as the planning for this school progress.


The following intersections were studied with the following conclusions:

Germany Road at Germany Oaks Driveway: The southbound approach is anticipated to operate at a level of

service (LOS) B during AM and PM peak hour periods. The eastbound approach is anticipated to operate at a

LOS of A during AM and PM peak periods. No additional roadway improvements were recommended by the

consultant at this location other than the eastbound left turn lane.

Germany Road at Braud Road: All approaches for the future build condition are anticipated to operate at a LOS

equal to that of the base conditions during the AM & PM peak hours (with the exception of the minimally

increased LOS in the northbound direction). During AM peak hour, the eastbound will remain at a B,

westbound will remain at a C, northbound increases from LOS A (10 s/veh) to LOS B (10.2 s/veh), southbound

will remain at a B, and overall intersection will remain at a LOS C. During PM peak hour, eastbound will remain

at an E, westbound will remain at a C, northbound will remain at a C, southbound will remain at a C, and

overall intersection will remain at a LOS D. Consultant recommended this intersection be monitored in the

future as this development and others begin to build out to determine if alternate intersection control is

warranted.

Germany Road at US 61 (Airline Highway):

*Along with the construction of the adjacent developments, the intersection of US 61 (Airline Highway) at

Germany Road will be modified to accommodate the anticipated traffic growth. The modified intersection

geometry consists of one (1) exclusive left turn lane, one (1) through lane, and one (1) exclusive right turn lane

for the eastbound approach on Duplessis Road. The westbound approach on Germany Road will consist of one

(1) shared left / through lane and one (1) exclusive right turn lane. The northbound and southbound

approaches on US 61 (Airline Highway) consist of one (1) shared through/right lane, one (1) through lane, and

one (1) exclusive left turn lane. The proposed intersection geometry is included in the base and the future build

conditions analysis.

All approaches for the future build condition are anticipated to operate at a LOS equal to that of the base

conditions during the AM & PM peak hours (with the exception of the minimally increased LOS in the

northbound direction). During AM peak hour, the eastbound will remain at an F, westbound will remain at an

E, northbound increases from LOS B (19.5 s/veh) to LOS C (20.9 s/veh), southbound will remain at a B, and

overall intersection will remain at a LOS C. During PM peak hour, eastbound will remain at an F, westbound

will remain at an F, northbound will remain at a C, southbound will remain at a C, and overall intersection will

remain at a LOS D. No additional roadway improvements were recommended by the consultant at this

location.

The following items should be considered by the Planning Commission in their analysis of the case:

• No additional comments

Should you have any questions or comments, please do not hesitate to contact me at (225) 769-0546.

Sincerely,

Engineer Review Agency for the Ascension Parish Planning Commission

Shaun Sherrow, P.E.


CC: Joe Labbé, PLA, CLARB, Quality Engineering & Surveying, LLC

50'±

304'±

313'±

103'±

495'±

221'± 666'±

415'±

897'±

99'±

435'±

L=54'±

L=54'±

49'±

365'±

366'±

49'±117'±

565'±12'±

304'±

VICINITY MAP:

PRELIMINARY PLAT

GENERAL NOTES:

PUBLIC DEDICATION:

SEWAGE DISPOSAL NOTE:

GENERAL SUBDIVISION INFORMATION:

GERMANY RD

MULBERRY STHICKORY ST

B

LAC

K

SHE

RE

E D

R

WO

OD

RU

N

DARVILLE RD

CIR

PRAIRIEVILLE DAME DR

HWY 929

JAMES DR

SILV

ER

OA

K D

R

PA

LOM

INO

LN

BR

AU

D R

D

HOLLY ST

CED

AR ST

CAUSEY RD

WOODLAND AVE

N WOODRUN

BUD BROUSSARD RD

AC

AD

IA D

R

SHIR

LEY D

R

ROY'S DR

FO

RE

ST O

AK

RD

ME

AD

OW

LN

BR

AU

D R

DB

RA

UD

RD

LOC

UST

ST

LORENA DR

AIK

EN

S R

D

BLV

D

ELI

SE C

ATH

ER

INE

DR

FAIRGROUND RD

W L

AK

EP

OIN

T C

T

TIG

ER

HE

IGH

TS

RD

LN

DUPLESSIS RD

SWE

ET P

EC

AN

AV

E

VIR

GIL

DU

PLE

SSIS

RD

RO

Y R

OG

ER

S R

D

PA

LME

TTO

LN

SWE

ET L

EA

F R

D

COTTON FIELD AVE

LOS

AR

BO

LES

ST

BR

EN

TW

OO

D C

T

GERMANY RD

BAYRIDGE DR

P'V

ILLE

IND

AV

E

J LEE STEVENS

GAUTREAU RD

COUNTRY DR

DA

IGLE

RD

EU

GE

NE

RD

JESS

IE J

OH

NSO

N R

D

AIRLIN

E HW

Y

SITE

LEGEND:TYPICAL LOT DETAIL:

N.T.S.

SIDEWALK SECTION:

N.T.S.

DECEMBER 14, 201616-212 DHM

LOCATED IN

SECTION 6, TOWNSHIP 9 SOUTH, RANGE 3 EAST,

SOUTHEASTERN LAND DISTRICT EAST OF THE MISSISSIPPI RIVER,

ASCENSION PARISH, LOUISIANA

DWG Path:

CLIENT:

DESCRIPTION:

Project No.: Date: Drawn By:

PROJECT:

TITLE:

GERMANY OAKS - PHASE 2

KELLY C. SILLS4825 JAMESTOWN AVENUE

BATON ROUGE, LOUSIANA 70808

PRELIMINARY PLAT

TYPICAL STREET SECTION (50' RIGHT-OF-WAY):

N.T.S.

LOT COUNT: PHASE 2

GERMANY RD. (LA HWY 931)(EX. RIGHT-OF-WAY)

GE

RM

AN

Y O

AK

S B

LVD

.(E

X. 5

0' R

IGH

T-O

F-W

AY

)

WATER OAK AVE.(EX. 50' RIGHT-OF-WAY)

TRACT "CA3"

LOT "CA5"

TRACT "PK"

98

99

100

101

102

103

104

105

106

107 108

109

110

111

112

113

114

115

116

117

118

119

120

121

122

123

124

125

126127

128

129

130

131

132

133

134

135

136

137

138 139

140141

142

143

144

145

14614

7

148

149

150

151

172

152

153

154

155

156

157

158

159

160

161

162

163

164

165

166

167

168

169

170

171

N

SHUMARD OAK DRIVE

PAR

K O

AK

AV

EN

UE

EXIST

ROADW

AY

WIDTH

± 35'

PROPOS

ED ROA

DWAY

WIDTH

± 27'

PROPOS

ED ROA

DWAY

WIDTH

± 27'

PROP

OSED ROADW

AY

WIDTH ± 27'

PROPOS

ED ROA

DWAY

WIDTH

± 27'

PROPOS

ED ROA

DWAY

WIDTH

± 27'

PARK OAK AVENUE

EXIST R

OADWAY

WIDTH

± 20'

Required Provided

Number of Lots

Park Stage

Park Space (Acres) - 8 ac./1000 population

Upland Park Space (Acres) - Not less than 50% of total

Class A trees

Total Caliper Inches of Class A trees (2.5" min. per tree)

Ornamental trees

Total Caliper Inches of Ornamental trees (2.5" min. per tree)

172

3.4

1.7

41

102.5

82

205

3.4

3.4

0

0

19

45.5

102.5

159.5

1

Total Caliper Inches of all trees 307.545.5

Tree Credits

Caliper Inches x 2

TREES AND PARKS REQUIREMENTS:

SHU

MA

RD

OA

K D

RIV

E

PHASE 1 & 2

TRACT "CA2"TRACT "CA1"

TRACT "CA4"

REMAINDER OFTRACT "CA2"

PARK OAK AVENUE

TRACT "CA6"

Description: Silver Oaks PUD -Phase IQuality Engineering & Surveying, LLC(Council District 9)

ATTACHMENTS:Description Upload Date TypeSilver Oaks PUD-Phase I 2/1/2017 Cover MemoSilver Oaks PUD-Phase I Final Inspection Punch List 2/1/2017 Cover MemoSilver Oaks PUD-Phase 1 Final Plat Review Letter 2/1/2017 Cover MemoSilver Oaks PUD-Phase 1 - Final Plat 2/1/2017 Cover Memo

February 8, 2017

MAJOR SUBDIVISON FINAL PLAT

A) Silver Oaks PUD – Phase I, Final Plat

The subject property is located on the south side of Germany Road approximately 1500 feet east

of Airline Hwy in Council District 9 and is currently zoned as planned unit development (PUD).

The application is on behalf of Silver Oaks Development, LLC by Quality Engineering &

Surveying, LLC.

The concept plan was approved by council on January 22, 2015. The applicant is requesting

approval of the phase 1 final plat. The phase consists of 10 acres developed as single family

residential lots (34 lots), with typical widths being 50 and 70 feet, and having a minimum size of

6,250 square feet. Phases 2 and 3 are 17.96 acres are proposed multifamily residential, consisting

of 336 units. Within the development 5.3 acres are being reserved as park/green space and 3.3

acres as ponds.

The intent of the developer is to secure a performance bond for the value of the Water utility, the

sewer treatment plant and lift station, 6” sewer force main, the 6 foot wood fence along the

eastern boundary and the swimming pool and pool house to have the final plat signed prior to

completion of these construction items. Should the use of a performance bond be acceptable to

the Commission, the final plat will be held for signing and recordation until the bond is approved

and executed and any remaining punch list items have been completed. Once all bonded

construction items have been completed to the satisfaction of the Parish with proper paperwork

and documentation, the bond will be released.

Project Timeline:

November 12, 2014 – Planning Commission approves the concept plan

January 22, 2015 – Parish Council approves the concept plan and rezones the property to PUD

March 15, 2016 – Revision to the Development Agreement approved.

January 19, 2017 – Final Inspection was performed.

STAFF/ERA FINAL PLAT REVIEW COMMENTS (see attached Final Plat Comments)

ENGINEERING DEPT/ERA OUTSTANDING ITEMS: See attached punch list from final

inspection.


Should the Commission agree, the Staff recommends approval contingent upon satisfactory

execution of the Performance Bonds and completion of any outstanding punch list items.

Note: Signature by the Planning Commission Chairman shall be withheld until all necessary

items have been completed as noted.

CSRS, INC.

6767 Perkins Road, Suite 200

Baton Rouge, LA 70808 Phone. (225) 769-0546

Fax. (225) 767-0060


January 24, 2017

Mr. Jerome Fournier


P.O. Box 1659

Gonzales, La 70707

RE: Silver Oaks Phase 1

Final Inspection Punch List

Dear Mr. Fournier:

The final inspection for the above referenced project was held on 1/19/2017 at 9:00 am. The contractor, the

project engineer, inspection department, and DPW were present. By electronic copy of this letter, we are

transmitting our comments to the engineer. The engineer or contractor will contact subdivision inspection

department when these items are ready for a re-inspection:

Project Closeout

1. Provide the following closeout items if not already provided.

a. Provide as-builts that satisfy section 17-4010C of the UDC.

b. Provide engineering and testing certifications.

c. Provide all testing reports if not already submitted.

d. Provide maintenance bond agreement.

Drainage

1. Provide rip rap at the end of pond outfall swale ditches that empty into the pond.

2. The pond normal pool appears to be about 1 ft higher than invert of control pipe. Provide as-

built survey to confirm that control pipe and outfall ditch are constructed per plans.

3. Regrade and clean up swale dich along the back side of lots 29-34

4. Regrade and clean up swale dich along the back side of lots 17-18

5. Provide as-built shots of the ditch behind lots 20-28 and common area to confirm ditch invert

was installed at proper grade. It appears that ditch is lower than plans which will result in higher

frequency of pond backing up into ditches.

6. Regrade swale ditch behind lots 4-17 to prevent holding water. Lowering top of inlet B5 may be

necessary to achieve desired depth.

Sanitary Sewer

1. There is evidence of water infiltrating the sanitary sewer system upstream from manhole S6.

Find source of leak, repair, and re-pressure test line.

2. Complete installation of treatment plant.

3. Complete installation of sewer force main.

4. Provide DHH approval for pump station and discharge location.

CSRS, INC.

6767 Perkins Road, Suite 200

Baton Rouge, LA 70808 Phone. (225) 769-0546

Fax. (225) 767-0060


5. Complete electric tie-in to pump station and provide a start-up test for inspector.

Landscape Requirements

1. Install fence along east property line.

2. Complete construction of pool house.

Roadway

1. No comments.

Lots/grading

1. None.

Utilities

1. Complete installation of water

Erosion Control

1. Complete seeding disturbed areas that are to be regraded.

2. The developer/owner must continue to maintain erosion control measures as stipulated by the

owner’s SWPPP.

Do not hesitate to contact me should you have any questions.

Sincerely,

Engineering Review Agency for the Ascension Parish Planning Commission

Shaun Sherrow, P.E., PMP

cc: (via email) William Purser, PE, QES, LLC


CSRS, INC.

6767 Perkins Road, Suite 200 Baton Rouge, Louisiana 70808

Phone. (225) 769-0546

Fax. (225) 767-0060

January 30, 2017

Mr. Jerome Fournier


P.O. Box 1659

Gonzales, La 70707

RE: Silver Oaks PUD (1st

Filing)

Final Plat Review

Mr. Fournier:

As the Engineering Review Agency for the Ascension Parish Planning Commission, we have reviewed the Final

Plat submitted for the above referenced development for compliance with the Ascension Parish Subdivision

Regulations and the Ascension Parish Development Code. Shown below are the comments made to the

Consulting Engineer for the project as a result of our review of their submittals, as well as a description of their

correction or response made to our comments (shown in bold print).

1. Add north arrow to vicinity map. Consultant provided.

2. Instrument number for reference 1 will need to be added once recorded. Consultant

acknowledged.

3. Add Instrument No. 655334 to Reference No. 4. Consultant provided.

4. Add Instrument No. 897071 to Reference No. 2 Consultant provided.

5. A median is shown on the revised Final Development Plan and listed as Common Area. This must

be shown on the Final Plat as such. Consultant provided.

6. Developer is stating that $0.00 in Sewer Development Fees are due at issuance of Building

Permits. Please provide documentation from Carl Ladmirault in the Utilities Dept. for credits based

on materials installed to verify this. This is required to be verified prior to the final plat being

signed. Please provide statement acknowledging this requirement. Consultant did not

acknowledge.

7. Silver Oaks Drive as a road name is already in use. In previous discussions, the road name

STERLING OAKS DRIVE was selected for use. Revise on Final Plat. Consultant revised road name.

8. Add lot area notation to each lot label. Consultant provided.


9. Add note stating “THE SEWER SYSTEM, INCLUDING BUT NOT LIMITED TO, ALL TREATMENT

SYSTEM(S), PUMP(S), LIFT STATION(S), COLLECTION LINES TO THE SYSTEM, BOTH ONSITE AND

OFFSITE, AND THE USER OF SAID IMPROVEMENTS, ARE HEREBY DEDICATED TO THE PARISH OF

ASCENSION. THE PARISH OF ASCENSION IS ALSO HEREBY GRANTED A PERMANENT SERVITUDE OF

ACCESS AND USE OVER THE IMMOVABLE PROPERTY UPON WHICH ANY PORTION OF THE

TREATMENT SYSTEM(S), PUMP(S), LIFT STATION(S), AND COLLECTION LINES DEDICATED ABOVE

ARE LOCATED FOR NECESSARY MAINTENANCE OR IMPROVEMENTS. SAID SERVITUDE IS TO BE

CONSIDERED TRANSFERABLE AND HERITABLE AND SHALL BE ENFORCEABLE AGAINST ANY AND ALL

SUCCESSORS OR ASSIGNS OF THE PROPERTY OWNER.” Consultant provided.

10. Add a note stating that all Park and Landscape elements shall be installed according to the

recorded Development Agreement and any approved revisions. The swimming pool and pool

house to be constructed once 50% of the building C.O.’s have been issued. Consultant provided.

11. Add statement to PARK note stating that developer shall install a sign identifying private park

space as such and that park is under the ownership/maintenance of the HOA. Consultant

provided.

12. Add note: “All structures shall be constructed a minimum of one foot above FEMA BFE and top

elevation of nearest adjacent sanitary sewer manhole on the sewer collection system servicing the

proposed structure.” Consultant provided.

13. Add note: “One class ‘A’ tree must be planted prior to C.O. being issued for each lot.” Consultant

provided.

14. Provide permanent Benchmark on final plat as required by Section 17-4012-A-15 of the

Subdivision Regulations. Consultant stated this item is to be added prior to final approval.

15. According to Section 17-4012-C of the Subdivision Regulations: “Restrictive covenants or

trusteeships and their periods of existence to apply to lots in the subdivision shall be signed by the

owner or his agent and recorded in the office of the parish recorder, and references to such

instrument shall be made on the plat and a copy shall be furnished to the planning commission.”

The applicant is reminded that any Restrictive Covenants are to be referenced on the final plat

with a copy made available to the Commission after recording of the final plat as required.

Consultant acknowledged.

16. According to Paragraph 17-4012.G of the Subdivision Regulations: “Jurisdictional Wetlands

Determination including any associated maps and other related data including the official dated

letter from the Army Corps of Engineers.” Please provide the official determination as required.

Consultant provided.

17. Add “Phase 1” to the final plat project title. Consultant provided.

18. Add landowner name under certification line. Consultant provided.


19. The final plat shows a 12’ existing utility servitude along Germany Oaks Rd, but this is noted as

12.5’ in the construction plans. Consultant revised.

20. Note all servitudes as public or private. Consultant provided.

21. Provide subdivision name in reference map list for lots to the south of the site as applicable.

Consultant provided.

22. Note the future Silver Oaks Phases 2 & 3 to the west of the site. Consultant provided.

23. Remove “Concept” from the Zoning information. This should just be “PUD.” Consultant revised.

24. Add note: “All street signs and posts shall be owned, maintained, repaired, and/or replaced by the

developer or subdivision homeowner’s association. Both the developer and the homeowner’s

association shall hold Ascension Parish harmless for any and all work pertaining to the

replacement and upkeep of the street signs and/or posts within this development. The developer

and/or homeowner’s association also hereby agrees to maintain said street signs and posts as

required by law.” Consultant did not revise plat.

The following items should be considered by the Planning Commission in their analysis of the case:

• No comments.

If you have any questions or comments, please do not hesitate to contact me at (225) 769-0546.

Sincerely,

Engineer Review Agency for the Ascension Parish Planning Commission

Shaun Sherrow, P.E.

CC: Deric Murphy, P.E., L.S.I., Quality Engineering & Surveying, LLC

N01°08'28"W 1325.29'

N89°07'18"E 327.70'

S01°08'18"E 1329.88'

S89°55'28"W 327.69'

TRACT "CA3"

SITE

VICINITY MAP

N

(50' RIGHT-OF-WAY)

1

34

2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17

33 32 31 30 29 28 27 26 25 24 23 22 21 20 19 18

TRACT "CA4"

TRACT"FA"

TRACT "CA1"

TRACT "CA2"

TRACT"STP"

FLOOD CERTIFICATION

DWG Path:

CLIENT:

DESCRIPTION:

Project No.: Date: Drawn By:

PROJECT:

TITLE:

FINAL PLAT

SILVER OAKS DEVELOPMENT, LLC9191 SIEGEN LANE, SUITE 3-B

BATON ROUGE, LOUISIANA 7081623

LOCATED IN NW

1

4

SECTION 7,

TOWNSHIP 9 SOUTH, RANGE 3 EAST,

SOUTHEASTERN LAND DISTRICT, EAST OF THE MISSISSIPPI RIVER,

ASCENSION PARISH, LOUISIANA

SILVER OAKSSUBDIVISION

PHASE I

ASCENSION PARISH PLANNING COMMISSION

APPROVED:

PUBLIC DEDICATION

SEWAGE DISPOSAL NOTE

LANDOWNER/OFFICER CERTIFICATION:

RESTRICTIONS NOTE:

BENCHMARK:

BASIS OF BEARING **

CERTIFICATION:

INSET "A" - TYPICAL SEWER SERVITUDE

TYPICAL LOT DETAIL: GENERAL NOTES:

LEGEND

”

SCALE 1" - 2000'GENERAL SUBDIVISION INFORMATION: REFERENCE MAPS: NOTES:

50 0 50 100

PARCEL LINE TABLE

Line #

L2

L3

L4

L5

L6

L7

L8

L9

L10

L11

L12

L13

L14

L15

L16

L17

L18

L19

L20

L21

L22

Direction

S53°47'53"E

S36°12'07"W

N53°47'53"W

S01°08'28"E

S42°08'24"W

N47°51'36"W

N42°08'24"E

N42°08'24"E

S47°51'36"E

S42°08'24"W

S01°08'28"E

N88°51'32"E

N88°51'32"E

S01°08'28"E

N53°47'53"W

N36°12'07"E

S53°47'53"E

S01°08'28"E

S01°08'28"E

S01°08'28"E

S46°00'22"E

Distance

36.18'

7.50'

59.81'

225.37'

82.82'

7.50'

42.29'

26.41'

7.50'

70.94'

106.51'

60.25'

58.82'

62.11'

46.82'

7.50'

23.67'

28.81'

40.00'

40.00'

21.28'

L1 N01°08'28"W 10.40'

Line # Direction Distance

STERLING OAKS DRIVE

C14

L11

C39 N01°08'28"W 137.73'

L16

L17

L4

C5

C13

INSET "B" NOT TO SCALE INSET "C" NOT TO SCALE

CURVE TABLE

Curve #

C1

C2

C3

C4

C5

C6

C7

C8

C9

C10

C11

C12

C13

C14

C15

C16

C17

C18

C19

C20

C21

C22

C23

C24

C25

C26

C27

C28

C29

C30

C31

C32

Length

128.49'

128.48'

144.80'

144.80'

130.62'

126.34'

142.38'

147.21'

142.38'

147.21'

130.62'

126.34'

53.04'

53.15'

4.97'

48.21'

53.06'

45.94'

22.93'

53.03'

53.13'

13.29'

39.91'

53.08'

53.01'

1.21'

20.06'

100.12'

10.45'

Radius

1500.00'

1500.00'

1500.00'

1500.00'

1525.00'

1475.00'

1475.00'

1525.00'

1475.00'

1525.00'

1525.00'

1475.00'

1475.00'

1475.00'

1475.00'

1525.00'

1525.00'

1525.00'

1475.00'

1475.00'

1475.00'

1475.00'

1525.00'

1525.00'

1525.00'

1525.00'

1525.00'

1525.00'

1525.00'

ChordBearing

N01°18'46"E

S01°18'46"W

S03°54'23"E

N03°54'23"W

N01°18'46"E

S01°18'46"W

S03°54'23"E

N03°54'23"W

N03°54'23"W

S03°54'23"E

S01°18'46"W

N01°18'46"E

S03°23'01"E

S05°26'47"E

S06°34'31"E

N05°45'58"W

N03°51'50"W

N02°00'15"W

N01°35'11"W

N03°03'43"W

N05°07'26"W

N06°24'50"W

S05°55'20"E

S04°10'31"E

S02°10'57"E

S01°09'50"E

S00°45'51"E

S01°29'36"W

S03°34'14"W

ChordDistance

128.45'

128.44'

144.74'

144.74'

130.59'

126.30'

142.33'

147.15'

142.33'

147.15'

130.59'

126.30'

53.04'

53.15'

4.97'

48.21'

53.06'

45.94'

22.93'

53.03'

53.13'

13.29'

39.91'

53.07'

53.01'

1.21'

20.06'

100.11'

10.45'

C33

C34

C35

C36

69.97'

41.10'

30.03'

55.21'

42.25'

8.38'

10.03'

1525.00'

1475.00'

1475.00'

1475.00'

1525.00'

1525.00'

1525.00'

N02°27'08"E

S02°58'06"W

S01°35'12"W

S00°04'08"E

N00°20'51"W

N00°36'13"E

N00°56'58"E

69.97'

41.10'

30.03'

55.20'

42.25'

8.38'

10.03'

Curve # Length RadiusChord

BearingChord

DistanceCurve # Length Radius

ChordBearing

ChordDistance

C37

C38

C39

11.43'

19.79'

31.21'

1475.00'

1475.00'

1475.00'

S01°21'47"E

S01°58'09"E

S01°44'50"E

11.43'

19.78'

31.21'

L2

C15 C33

L3

L18

L6

L7

L10

L9

L8

127.33' L1 C38 C37

TRACT "CA5"

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